The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 5d
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
Category: Dimensions Findings: Precedence: 5d
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
60 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $702.00
GALE AVE PAGE 811 GREEN DR
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $105.00
Category: Site Conditions Findings: Precedence: 5d
Relocate bench to behind pedestrian path.
Measurement 40 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 5d
Relocate Trash Can
Measurement 27 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $180.00
Category: Site Conditions Findings: Precedence: 5d
Relocate Sign
Measurement 34 inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
GALE AVE PAGE 812 GREEN DR
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 5d
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $2,400.00
Category: Dimensions Findings: Precedence: 2d
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
60 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $702.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $1,800.00
Category: Site Conditions Findings: Precedence: 2d
Relocate bench to behind pedestrian path.
Measurement 40 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
AMAR ROAD PAGE 813 GREYCLIFF AVE
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $4,600.00
SlopePerpendicular to
Category: Findings: Precedence: 2d
Remove and replace concrete to provide 2% slope
Measurement 3.3 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $30.00
Category: Site Conditions Findings: Precedence: 2d
Relocate Trash Can
Measurement 32 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3900 Square Inches
Estimated Cost: $2,400.00
Category: Dimensions Findings: Precedence: 1a
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
65 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $760.50
STAFFORD ST PAGE 814 HACIENDA BLVD
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $1,800.00
Category: Site Conditions Findings: Precedence: 1a
Relocate bench to behind pedestrian path.
Measurement 44 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 3900 Square Inches
Estimated Cost: $4,600.00
SlopePerpendicular to
Category: Findings: Precedence: 1a
Remove and replace concrete to provide 2% slope
Measurement 3.6 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $30.00
Category: Site Conditions Findings: Precedence: 1a
Relocate Trash Can
Measurement 30 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
STAFFORD ST PAGE 815 HACIENDA BLVD
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 5400 Square Inches
Estimated Cost: $2,400.00
Category: Dimensions Findings: Precedence: 1a
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
90 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $1,053.00
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 5400 Square Inches
Estimated Cost: $4,600.00
SlopePerpendicular to
Category: Findings: Precedence: 1a
Remove and replace concrete to provide 2% slope
Measurement 2.2 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 810.3 Not Applicable
2019 CBC: CBC 11B-810.3 Noncompliant
Quantity: 1 Each
Estimated Cost: $30.00
Category: Site Conditions Findings: Precedence: 1a
Relocate Trash Can
Finding Yes Yes or No
Recommendations:
The provided trash receptacle is located within designated wheelchair space.
Cost with GC (30%): $0.00
STAFFORD ST PAGE 816 HACIENDA BLVD
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
Category: Dimensions Findings: Precedence: 4a
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
60 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $702.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $105.00
Category: Site Conditions Findings: Precedence: 4a
Relocate bench to behind pedestrian path.
Measurement 45 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
2010 ADA: 810.4, 703.5.1 Not Applicable
2019 CBC: 11B-810.4
11B-703.5.1 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Bus Signs Findings: Precedence: 4a
Replace Bus Stop Sign
Measurement Yes or No
Recommendations:
The characters on the bus sign do not have a non-glare finish and/or provide contrast with their background.
Cost with GC (30%): $0.00
VALLEY BLVD PAGE 817 HAMBLEDON AVE
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 4a
Relocate Trash Can
Measurement 32 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $8,500.00
Category: Site Conditions Findings: Precedence: 4a
Relocate Street Light pole
Measurement 30 inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $11,050.00
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 6720 Square Inches
Estimated Cost: $1,008.00
SlopePerpendicular to
Category: Findings: Precedence: 5b
Remove and replace concrete to provide 2% slope
Measurement 3.4 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
GALE AVE. PAGE 818 HINNEN AVE.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 5b
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
Category: Dimensions Findings: Precedence: 2b
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
60 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $702.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $105.00
Category: Site Conditions Findings: Precedence: 2b
Relocate bench to behind pedestrian path.
Measurement 40 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
S AZUSA AVE. PAGE 819 HURLEY STREET
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 2b
Relocate Trash Can
Measurement 37 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 810.3 Not Applicable
2019 CBC: CBC 11B-810.3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 2b
Relocate Trash Can
Finding Yes Yes or No
Recommendations:
The provided trash receptacle is located within designated wheelchair space.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $180.00
Category: Site Conditions Findings: Precedence: 2b
Relocate Sign
Measurement 42 inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
S AZUSA AVE. PAGE 820 HURLEY STREET
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 2b
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3480 Square Inches
Estimated Cost: $522.00
Category: Dimensions Findings: Precedence: 13d
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
58 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $678.60
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $105.00
Category: Site Conditions Findings: Precedence: 13d
Relocate bench to behind pedestrian path.
Measurement 39 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
VALLEY BLVD. PAGE 821 HURLEY STREET
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 3480 Square Inches
Estimated Cost: $522.00
SlopePerpendicular to
Category: Findings: Precedence: 13d
Remove and replace concrete to provide 2% slope
Measurement 2.9 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 13d
Relocate Trash Can
Measurement 29 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 810.3 Not Applicable
2019 CBC: CBC 11B-810.3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 13d
Relocate Trash Can
Finding Yes Yes or No
Recommendations:
The provided trash receptacle is located within designated wheelchair space.
Cost with GC (30%): $0.00
VALLEY BLVD. PAGE 822 HURLEY STREET
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 13d
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence:
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 5760 Square Inches
Estimated Cost: $864.00
SlopePerpendicular to
Category: Findings: Precedence: 2c
Remove and replace concrete to provide 2% slope
Measurement 3.2 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
AZUSA AVE PAGE 823 INDUSTRY HILLS PKWY
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 2c
Relocate Trash Can
Measurement inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.3 Not Applicable
2019 CBC: CBC 11B-810.3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 2c
Relocate Trash Can
Measurement Yes or No
Recommendations:
The provided trash receptacle is located within designated wheelchair space.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 2c
Relocate Sign
Measurement inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
AZUSA AVE PAGE 824 INDUSTRY HILLS PKWY
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 2c
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 1a
Relocate Trash Can
Measurement 35 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 1a
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
STAFFORD ST. PAGE 825 INDUSTRY PARK AND RIDE
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
Category: Dimensions Findings: Precedence: 5c
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
60 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $702.00
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
SlopePerpendicular to
Category: Findings: Precedence: 5c
Remove and replace concrete to provide 2% slope
Measurement 2.2 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 5c
Relocate Trash Can
Measurement 47 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
GALE AVE PAGE 826 JOHN REED CT
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.3 Not Applicable
2019 CBC: CBC 11B-810.3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 5c
Relocate Trash Can
Finding Yes Yes or No
Recommendations:
The provided trash receptacle is located within designated wheelchair space.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $180.00
Category: Site Conditions Findings: Precedence: 5c
Relocate Sign
Measurement 44 inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 5c
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
GALE AVE PAGE 827 JOHN REED CT
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3540 Square Inches
Estimated Cost: $531.00
Category: Dimensions Findings: Precedence: 5c
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
59 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $690.30
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $105.00
Category: Site Conditions Findings: Precedence: 5c
Relocate bench to behind pedestrian path.
Measurement 43 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 5c
Relocate Trash Can
Measurement 34 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
GALE AVE PAGE 828 JOHN REED CT
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $180.00
Category: Site Conditions Findings: Precedence: 5c
Relocate Sign
Measurement 39 inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 5c
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
Category: Dimensions Findings: Precedence: 5c
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
60 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $702.00
GALE AVE PAGE 829 JOHN REED CT
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $105.00
Category: Site Conditions Findings: Precedence: 5c
Relocate bench to behind pedestrian path.
Measurement 44 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
SlopePerpendicular to
Category: Findings: Precedence: 5c
Remove and replace concrete to provide 2% slope
Measurement 3.2 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 5c
Relocate Trash Can
Measurement 30 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
GALE AVE PAGE 830 JOHN REED CT
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $180.00
Category: Site Conditions Findings: Precedence: 5c
Relocate Sign
Measurement 40 inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 5c
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 5760 Square Inches
Estimated Cost: $864.00
SlopePerpendicular to
Category: Findings: Precedence: 5c
Remove and replace concrete to provide 2% slope
Measurement 4.7 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
GALE AVE PAGE 831 JOHN REED CT
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 5040 Square Inches
Estimated Cost: $756.00
Category: Dimensions Findings: Precedence: 8d
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
84 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $982.80
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 5040 Square Inches
Estimated Cost: $756.00
SlopePerpendicular to
Category: Findings: Precedence: 8d
Remove and replace concrete to provide 2% slope
Measurement 4.4 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $180.00
Category: Site Conditions Findings: Precedence: 8d
Relocate Sign
Measurement 42 inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
GALE AVE. PAGE 832 KWIS AVE.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
Category: Dimensions Findings: Precedence: 13b
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
60 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $702.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $105.00
Category: Site Conditions Findings: Precedence: 13b
Relocate bench to behind pedestrian path.
Measurement 37 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
SlopePerpendicular to
Category: Findings: Precedence: 13b
Remove and replace concrete to provide 2% slope
Measurement 2.2 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
VALLEY BLVD PAGE 833 LA SEDA RD
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.4, 703.5.1 Not Applicable
2019 CBC: 11B-810.4
11B-703.5.1 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Bus Signs Findings: Precedence: 13b
Replace Bus Stop Sign
Measurement Yes or No
Recommendations:
The characters on the bus sign do not have a non-glare finish and/or provide contrast with their background.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 13b
Relocate Trash Can
Measurement 26 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $180.00
Category: Site Conditions Findings: Precedence: 13b
Relocate Sign
Measurement 39 inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
VALLEY BLVD PAGE 834 LA SEDA RD
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $8,500.00
Category: Site Conditions Findings: Precedence: 13b
Relocate Street Light pole
Measurement 38 inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $11,050.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 2880 Square Inches
Estimated Cost: $432.00
Category: Dimensions Findings: Precedence: 3a
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
48 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $561.60
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $105.00
Category: Site Conditions Findings: Precedence: 3a
Relocate bench to behind pedestrian path.
Measurement 29 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
VALLEY BLVD PAGE 835 LEMON AVE
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.4, 703.5.1 Not Applicable
2019 CBC: 11B-810.4
11B-703.5.1 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Bus Signs Findings: Precedence: 3a
Replace Bus Stop Sign
Measurement Yes or No
Recommendations:
The characters on the bus sign do not have a non-glare finish and/or provide contrast with their background.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 3a
Relocate Trash Can
Measurement 26 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $180.00
Category: Site Conditions Findings: Precedence: 3a
Relocate Sign
Measurement 36 inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
VALLEY BLVD PAGE 836 LEMON AVE
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $8,500.00
Category: Site Conditions Findings: Precedence: 3a
Relocate Street Light pole
Measurement 37 inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $11,050.00
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 6420 Square Inches
Estimated Cost: $963.00
SlopePerpendicular to
Category: Findings: Precedence: 5b
Remove and replace concrete to provide 2% slope
Measurement 4 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 810.4, 703.5.1 Not Applicable
2019 CBC: 11B-810.4
11B-703.5.1 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Bus Signs Findings: Precedence: 5b
Replace Bus Stop Sign
Finding No Yes or No
Recommendations:
The characters on the bus sign do not have a non-glare finish and/or provide contrast with their background.
Cost with GC (30%): $0.00
GALE AVE. PAGE 837 MARCHMONT AVE.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 5b
Relocate Sign
Measurement inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 5b
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 5040 Square Inches
Estimated Cost: $756.00
Category: Dimensions Findings: Precedence: 1b
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
84 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $982.80
HACIENDA BLVD. PAGE 838 NELSON AVE.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 5040 Square Inches
Estimated Cost: $756.00
SlopePerpendicular to
Category: Findings: Precedence: 1b
Remove and replace concrete to provide 2% slope
Measurement 2.4 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 1b
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 2585 Square Inches
Estimated Cost: $387.75
Category: Dimensions Findings: Precedence: 5a
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
47 inches
55 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $504.08
VALLEY BLVD. PAGE 839 OLD VALLEY BLVD.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 2585 Square Inches
Estimated Cost: $387.75
SlopePerpendicular to
Category: Findings: Precedence: 5a
Remove and replace concrete to provide 2% slope
Measurement 3 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 5a
Relocate Trash Can
Measurement 27 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 810.3 Not Applicable
2019 CBC: CBC 11B-810.3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 5a
Relocate Trash Can
Finding Yes Yes or No
Recommendations:
The provided trash receptacle is located within designated wheelchair space.
Cost with GC (30%): $0.00
VALLEY BLVD. PAGE 840 OLD VALLEY BLVD.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 5a
Relocate Sign
Measurement inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 5a
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence:
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
VALLEY BLVD. PAGE 841 ORANGE
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
Category: Dimensions Findings: Precedence: 11c
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
60 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $702.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $105.00
Category: Site Conditions Findings: Precedence: 11c
Relocate bench to behind pedestrian path.
Measurement 43 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
SlopePerpendicular to
Category: Findings: Precedence: 11c
Remove and replace concrete to provide 2% slope
Measurement 2.9 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
CROSSROADS PKWY PAGE 842 PECK RD
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 11c
Relocate Trash Can
Measurement inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.3 Not Applicable
2019 CBC: CBC 11B-810.3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 11c
Relocate Trash Can
Measurement Yes or No
Recommendations:
The provided trash receptacle is located within designated wheelchair space.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $180.00
Category: Site Conditions Findings: Precedence: 11c
Relocate Sign
Measurement 37 inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
CROSSROADS PKWY PAGE 843 PECK RD
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 11c
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 4740 Square Inches
Estimated Cost: $2,400.00
Category: Dimensions Findings: Precedence: 10d
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
79 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $924.30
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 4740 Square Inches
Estimated Cost: $4,600.00
SlopePerpendicular to
Category: Findings: Precedence: 10d
Remove and replace concrete to provide 2% slope
Measurement 2.6 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
7TH AVE PAGE 844 PROCTOR AVE
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $30.00
Category: Site Conditions Findings: Precedence: 10d
Relocate Trash Can
Measurement 27 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 6780 Square Inches
Estimated Cost: $1,017.00
SlopePerpendicular to
Category: Findings: Precedence: 1c
Remove and replace concrete to provide 2% slope
Measurement 3.2 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 1c
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
VALLEY BLVD. PAGE 845 PROCTOR AVE.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 4920 Square Inches
Estimated Cost: $738.00
Category: Dimensions Findings: Precedence: 9d
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
82 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $959.40
2010 ADA: 810.3 Not Applicable
2019 CBC: CBC 11B-810.3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 9d
Relocate Trash Can
Finding Yes Yes or No
Recommendations:
The provided trash receptacle is located within designated wheelchair space.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 9d
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
VALLEY BLVD PAGE 846 PUENTE AVE
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 5460 Square Inches
Estimated Cost: $819.00
Category: Dimensions Findings: Precedence: 2a
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
91 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $1,064.70
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 5460 Square Inches
Estimated Cost: $819.00
SlopePerpendicular to
Category: Findings: Precedence: 2a
Remove and replace concrete to provide 2% slope
Measurement 2.9 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 810.3* Noncompliant
2019 CBC: CBC 11B-810.3* Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Clear Floor Space Findings: Precedence: 2a
Relocate bench to provide clear floor space 30 inches by 48 inches.*
*due to limited public right of way a wheelchair space needs to be Width
Depth inches
inches
Recommendations:
A bench is provided but there is not an adjacent level wheel chair space minimum 48 inches deep by 30 inches wide.
Cost with GC (30%): $0.00
AZUSA AVE PAGE 847 RAILROAD ST
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 2a
Relocate Trash Can
Measurement 45 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 810.3 Not Applicable
2019 CBC: CBC 11B-810.3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 2a
Relocate Trash Can
Finding Yes Yes or No
Recommendations:
The provided trash receptacle is located within designated wheelchair space.
Cost with GC (30%): $0.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
Category: Dimensions Findings: Precedence: 2b
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
60 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $702.00
HURLEY STREET PAGE 848 S AZUSA AVE.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $105.00
Category: Site Conditions Findings: Precedence: 2b
Relocate bench to behind pedestrian path.
Measurement 45 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
SlopePerpendicular to
Category: Findings: Precedence: 2b
Remove and replace concrete to provide 2% slope
Measurement 4.5 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 2b
Relocate Trash Can
Measurement 36 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
HURLEY STREET PAGE 849 S AZUSA AVE.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $180.00
Category: Site Conditions Findings: Precedence: 2b
Relocate Sign
Measurement 37 inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 2b
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 5760 Square Inches
Estimated Cost: $864.00
SlopePerpendicular to
Category: Findings: Precedence: 2b
Remove and replace concrete to provide 2% slope
Measurement 2.3 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
S AZUSA AVE. PAGE 850 SALAIS ST.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 2b
Relocate Trash Can
Measurement 37 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 2b
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 5400 Square Inches
Estimated Cost: $2,400.00
Category: Dimensions Findings: Precedence: 10a
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
90 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $1,053.00
7TH AVE PAGE 851 SALT LAKE AVE
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3960 Square Inches
Estimated Cost: $2,400.00
Category: Dimensions Findings: Precedence: 1a
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
66 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $772.20
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $30.00
Category: Site Conditions Findings: Precedence: 1a
Relocate Trash Can
Measurement 27 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 5040 Square Inches
Estimated Cost: $756.00
Category: Dimensions Findings: Precedence: 1b
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
84 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $982.80
HACIENDA BLVD. PAGE 852 STAFFORD STREET
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 5040 Square Inches
Estimated Cost: $756.00
SlopePerpendicular to
Category: Findings: Precedence: 1b
Remove and replace concrete to provide 2% slope
Measurement 3.9 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 1b
Relocate Trash Can
Measurement 35 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 810.3 Not Applicable
2019 CBC: CBC 11B-810.3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 1b
Relocate Trash Can
Finding Yes Yes or No
Recommendations:
The provided trash receptacle is located within designated wheelchair space.
Cost with GC (30%): $0.00
HACIENDA BLVD. PAGE 853 STAFFORD STREET
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 1b
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 5340 Square Inches
Estimated Cost: $2,400.00
Category: Dimensions Findings: Precedence: 9c
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
89 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $1,041.30
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3540 Square Inches
Estimated Cost: $531.00
Category: Dimensions Findings: Precedence: 1c
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
59 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $690.30
VALLEY BLVD. PAGE 854 TURNBULL CANYON RD.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $105.00
Category: Site Conditions Findings: Precedence: 1c
Relocate bench to behind pedestrian path.
Measurement 43 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 3540 Square Inches
Estimated Cost: $531.00
SlopePerpendicular to
Category: Findings: Precedence: 1c
Remove and replace concrete to provide 2% slope
Measurement 3.5 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 1c
Relocate Trash Can
Measurement 32 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
VALLEY BLVD. PAGE 855 TURNBULL CANYON RD.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $180.00
Category: Site Conditions Findings: Precedence: 1c
Relocate Sign
Measurement 37 inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $8,500.00
Category: Site Conditions Findings: Precedence: 1c
Relocate Street Light pole
Measurement 36 inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $11,050.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 4620 Square Inches
Estimated Cost: $693.00
Category: Dimensions Findings: Precedence: 1c
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
77 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $900.90
VALLEY BLVD. PAGE 856 TURNBULL CANYON RD.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 1c
Relocate Trash Can
Measurement inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.3 Not Applicable
2019 CBC: CBC 11B-810.3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 1c
Relocate Trash Can
Measurement Yes or No
Recommendations:
The provided trash receptacle is located within designated wheelchair space.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 1c
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
VALLEY BLVD. PAGE 857 TURNBULL CANYON RD.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 5700 Square Inches
Estimated Cost: $855.00
Category: Dimensions Findings: Precedence: 10b
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
95 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $1,111.50
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $105.00
Category: Site Conditions Findings: Precedence: 10b
Relocate bench to behind pedestrian path.
Measurement 42 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
2010 ADA: 810.3 Not Applicable
2019 CBC: CBC 11B-810.3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 10b
Relocate Trash Can
Finding Yes Yes or No
Recommendations:
The provided trash receptacle is located within designated wheelchair space.
Cost with GC (30%): $0.00
VALLEY BLVD. PAGE 858 TURNBULL CANYON RD.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $180.00
Category: Site Conditions Findings: Precedence: 10b
Relocate Sign
Measurement 35 inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $8,500.00
Category: Site Conditions Findings: Precedence: 10b
Relocate Street Light pole
Measurement 46 inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $11,050.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $2,600.00
Category: Dimensions Findings: Precedence: 1b
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
60 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $702.00
HACIENDA BLVD PAGE 859 VALLEY BLVD
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 2 Each
Estimated Cost: $1,800.00
Category: Site Conditions Findings: Precedence: 1b
Relocate bench to behind pedestrian path.
Measurement 44 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $273.00
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $4,600.00
SlopePerpendicular to
Category: Findings: Precedence: 1b
Remove and replace concrete to provide 2% slope
Measurement 2.9 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $30.00
Category: Site Conditions Findings: Precedence: 1b
Relocate Trash Can
Measurement 25 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
HACIENDA BLVD PAGE 860 VALLEY BLVD
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $2,400.00
Category: Dimensions Findings: Precedence: 1a
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
60 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%):
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $1,800.00
Category: Site Conditions Findings: Precedence: 1a
Relocate bench to behind pedestrian path.
Measurement 43 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $4,600.00
SlopePerpendicular to
Category: Findings: Precedence: 1a
Remove and replace concrete to provide 2% slope
Measurement 2.6 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
HACIENDA BLVD PAGE 861 VALLEY BLVD
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $30.00
Category: Site Conditions Findings: Precedence: 1a
Relocate Trash Can
Measurement 27 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
Category: Dimensions Findings: Precedence: 2b
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
60 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $702.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $105.00
Category: Site Conditions Findings: Precedence: 2b
Relocate bench to behind pedestrian path.
Measurement 41 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
AZUSA WAY PAGE 862 VALLEY BLVD.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
SlopePerpendicular to
Category: Findings: Precedence: 2b
Remove and replace concrete to provide 2% slope
Measurement 4.5 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 2b
Relocate Trash Can
Measurement 25 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $180.00
Category: Site Conditions Findings: Precedence: 2b
Relocate Sign
Measurement 46 inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
AZUSA WAY PAGE 863 VALLEY BLVD.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 2b
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
Category: Dimensions Findings: Precedence: 2b
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
60 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $702.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $105.00
Category: Site Conditions Findings: Precedence: 2b
Relocate bench to behind pedestrian path.
Measurement 44 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
HURLEY STREET PAGE 864 VALLEY BLVD.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
SlopePerpendicular to
Category: Findings: Precedence: 2b
Remove and replace concrete to provide 2% slope
Measurement 2.3 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 2b
Relocate Trash Can
Measurement 29 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $180.00
Category: Site Conditions Findings: Precedence: 2b
Relocate Sign
Measurement 40 inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
HURLEY STREET PAGE 865 VALLEY BLVD.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 2b
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3360 Square Inches
Estimated Cost: $504.00
Category: Dimensions Findings: Precedence: 8a
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
56 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $655.20
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $105.00
Category: Site Conditions Findings: Precedence: 8a
Relocate bench to behind pedestrian path.
Measurement 42 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
HACIENDA BLVD. PAGE 866 VALLEY BLVD.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 3360 Square Inches
Estimated Cost: $504.00
SlopePerpendicular to
Category: Findings: Precedence: 8a
Remove and replace concrete to provide 2% slope
Measurement 3.6 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 8a
Relocate Trash Can
Measurement 31 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
2010 ADA: 810.3 Not Applicable
2019 CBC: CBC 11B-810.3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 8a
Relocate Trash Can
Finding Yes Yes or No
Recommendations:
The provided trash receptacle is located within designated wheelchair space.
Cost with GC (30%): $0.00
HACIENDA BLVD. PAGE 867 VALLEY BLVD.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $180.00
Category: Site Conditions Findings: Precedence: 8a
Relocate Sign
Measurement 45 inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $8,500.00
Category: Site Conditions Findings: Precedence: 8a
Relocate Street Light pole
Measurement 35 inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $11,050.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 5400 Square Inches
Estimated Cost: $810.00
Category: Dimensions Findings: Precedence: 12d
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
90 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $1,053.00
NOGALES ST PAGE 868 WALNUT DR
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 0 Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 12d
Relocate bench to behind pedestrian path.
Measurement inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.3* Noncompliant
2019 CBC: CBC 11B-810.3* Noncompliant
Quantity: 0 Each
Estimated Cost: $0.00
Category: Clear Floor Space Findings: Precedence: 12d
Relocate bench to provide clear floor space 30 inches by 48 inches.*
*due to limited public right of way a wheelchair space needs to be Width
Depth inches
inches
Recommendations:
A bench is provided but there is not an adjacent level wheel chair space minimum 48 inches deep by 30 inches wide.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 0 Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 12d
Relocate Trash Can
Measurement inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
NOGALES ST PAGE 869 WALNUT DR
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.3 Not Applicable
2019 CBC: CBC 11B-810.3 Noncompliant
Quantity: 0 Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 12d
Relocate Trash Can
Measurement Yes or No
Recommendations:
The provided trash receptacle is located within designated wheelchair space.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 0 Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 12d
Relocate Sign
Measurement inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 4b
Relocate Trash Can
Measurement 39 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
COLIMA AVE PAGE 870 WALNUT HALL RD
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 4b
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
Category: Dimensions Findings: Precedence: 11c
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
60 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $702.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $105.00
Category: Site Conditions Findings: Precedence: 11c
Relocate bench to behind pedestrian path.
Measurement 43 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
CROSSROADS PKWY PAGE 871 WORKMAN MILL RD
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
SlopePerpendicular to
Category: Findings: Precedence: 11c
Remove and replace concrete to provide 2% slope
Measurement 3.4 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 11c
Relocate Trash Can
Measurement inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.3 Not Applicable
2019 CBC: CBC 11B-810.3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 11c
Relocate Trash Can
Measurement Yes or No
Recommendations:
The provided trash receptacle is located within designated wheelchair space.
Cost with GC (30%): $0.00
CROSSROADS PKWY PAGE 872 WORKMAN MILL RD
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $180.00
Category: Site Conditions Findings: Precedence: 11c
Relocate Sign
Measurement 45 inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 11c
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 810.2.2 Noncompliant
2019 CBC: CBC 11B-810.2.2 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
Category: Dimensions Findings: Precedence: 11b
Widen sidewalk to expand boarding area to 8 feet deep by 5 feet wide.
Width
Depth inches
60 inches
60 Recommendations:
The boarding and alighted does not provide a firm, stable and slip-resistant area minimum 96 inches deep by 60 inches wide.
Cost with GC (30%): $702.00
CROSSROADS PKWY. N PAGE 873 WORKMAN MILL RD.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $105.00
Category: Site Conditions Findings: Precedence: 11b
Relocate bench to behind pedestrian path.
Measurement 42 inches
Recommendations:
The provided bench blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $136.50
2010 ADA: 810.2.4 Noncompliant
2019 CBC: CBC 11B-810.2.4 Noncompliant
Quantity: 3600 Square Inches
Estimated Cost: $540.00
SlopePerpendicular to
Category: Findings: Precedence: 11b
Remove and replace concrete to provide 2% slope
Measurement 3.8 Percent
Recommendations:
The slope, perpendicular to the roadway, of the boarding and alighted area exceeds the allowable 2.0% grade.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 11b
Relocate Trash Can
Measurement 24 inches
Recommendations:
The provided trash receptacle blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $19.50
CROSSROADS PKWY. N PAGE 874 WORKMAN MILL RD.
Submittal: November 1, 2024
Transit Stops ADA Assessment - Photo Report
2010 ADA: 810.3 Not Applicable
2019 CBC: CBC 11B-810.3 Noncompliant
Quantity: 1 Each
Estimated Cost: $15.00
Category: Site Conditions Findings: Precedence: 11b
Relocate Trash Can
Finding Yes Yes or No
Recommendations:
The provided trash receptacle is located within designated wheelchair space.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Compliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: 1 Each
Estimated Cost: $180.00
Category: Site Conditions Findings: Precedence: 11b
Relocate Sign
Measurement 39 inches
Recommendations:
The bus stop sign blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
2010 ADA: 403.5.1 Noncompliant
2019 CBC: CBC 11B-403.5.1 Exception 3 Noncompliant
Quantity: Each
Estimated Cost: $0.00
Category: Site Conditions Findings: Precedence: 11b
Relocate Street Light pole
Measurement inches
Recommendations:
The street light pole blocks the accessible route so that it is less than 48 inches wide, and/or impedes the clear space of the boarding and alighted area.
Cost with GC (30%): $0.00
CROSSROADS PKWY. N PAGE 875 WORKMAN MILL RD.
Submittal: November 1, 2024
CITY OF INDUSTRY ADA SELF-EVALUATION/TRANSITION PLAN
APPENDIX N-2: CURB RAMPS
876
PAGE
Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Total Curb Ramp Cost Estimate Summary Table:
Year 1
Year 2
Total
Estimated
Costs
Estimated
Cost with GC (30%)
$0
$81,480
$1,097,665
$0
$105,924
$1,426,965
Year 3 $352,620 $458,406
Year 4 $323,760 $420,888
Year 5 $339,805 $441,747
Street: Albatross Rd Cost Estimate Total: $8,040
Ramp ID: R-085
Street: Albatross Rd
Cross Street: Almahurst St
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.991315
-117.923818
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4c Cost with GC (30%): $4,432
Year:3 Subsection: 6C
Ramp ID: R-072
Street: Albatross Rd
Cross Street: Colima Rd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.990645
-117.924166
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4d Cost with GC (30%): $4,432
Year:3 Subsection: 6D
ALBATROSS RD PAGE CURB RAMPS
877 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Almahurst St Cost Estimate Total: $8,040
Ramp ID: R-111
Street: Almahurst St
Cross Street: Hanover Rd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.991392
-117.921189
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4d Cost with GC (30%): $4,654
Year:3 Subsection: 6D
Ramp ID: R-112
Street: Almahurst St
Cross Street: Hanover Rd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.991778
-117.920967
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4d Cost with GC (30%): $4,654
Year:3 Subsection: 6D
ALMAHURST ST PAGE CURB RAMPS
878 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Anaheim Puente Rd Cost Estimate Total: $8,400
Ramp ID: R-135
Street: Anaheim Puente Rd
Cross Street: Chestnut St
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.00764
-117.929975
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:2a Cost with GC (30%): $4,886
Year:3 Subsection: 7A
Ramp ID: R-097
Street: Anaheim Puente Rd
Cross Street: N/A
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.006337
-117.930121
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:2a Cost with GC (30%): $4,654
Year:3 Subsection: 7A
Ramp ID: R-086
Street: Anaheim Puente Rd
Cross Street: N/A
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.005354
-117.930242
GPS:
Priority:2 Estimated Direct Cost: $360
Precedence:2a Cost with GC (30%): $397
Year:3 Subsection: 7A
ANAHEIM PUENTE RD PAGE CURB RAMPS
879 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Arenth Ave Cost Estimate Total: $32,160
Ramp ID: R-275
Street: Arenth Ave
Cross Street: Epperson Dr
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.000906
-117.894831
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:13b Cost with GC (30%): $5,939
Year:5 Subsection: 4B
Ramp ID: R-276
Street: Arenth Ave
Cross Street: Epperson Dr
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.00058
-117.89478
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:13b Cost with GC (30%): $5,939
Year:5 Subsection: 4B
Ramp ID: R-146
Street: Arenth Ave
Cross Street: Epperson Dr
The Running Slope Exceeds 8.33 % Grade
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.001313
-117.896024
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:13b Cost with GC (30%): $4,886
Year:5 Subsection: 4B
ARENTH AVE PAGE CURB RAMPS
880 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-143
Street: Arenth Ave
Cross Street: Epperson Dr
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.001285
-117.896323
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:13b Cost with GC (30%): $4,886
Year:5 Subsection: 4B
Ramp ID: R-090
Street: Arenth Ave
Cross Street: Nogales St
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.001387
-117.887701
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:12d Cost with GC (30%): $4,654
Year:5 Subsection: 3D
Ramp ID: R-269
Street: Arenth Ave
Cross Street: Fullerton Rd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.003634
-117.903633
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:13b Cost with GC (30%): $5,939
Year:5 Subsection: 4B
ARENTH AVE PAGE CURB RAMPS
881 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-268
Street: Arenth Ave
Cross Street: Fullerton Rd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.003425
-117.903925
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:13b Cost with GC (30%): $5,939
Year:5 Subsection: 4B
Ramp ID: R-122
Street: Arenth Ave
Cross Street: Phillips Dr
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.005474
-117.914983
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:13d Cost with GC (30%): $4,654
Year:5 Subsection: 4D
Street: Bixby Dr Cost Estimate Total: $4,020
Ramp ID: R-035
Street: Bixby Dr
Cross Street: E Gale Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.004557
-117.944456
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:5c Cost with GC (30%): $4,221
Year:3 Subsection: 8C
BIXBY DR PAGE CURB RAMPS
882 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Brea Canyon Rd Cost Estimate Total: $28,140
Ramp ID: R-293
Street: Brea Canyon Rd
Cross Street: Cheryl Ln
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.015131
-117.842946
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:3c Cost with GC (30%): $5,939
Year:3 Subsection: 2C
Ramp ID: R-292
Street: Brea Canyon Rd
Cross Street: Cheryl Ln
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.015114
-117.843005
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:3c Cost with GC (30%): $5,939
Year:3 Subsection: 2C
Ramp ID: R-156
Street: Brea Canyon Rd
Cross Street: Currier Rd
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.008094
-117.846543
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:3b Cost with GC (30%): $4,886
Year:3 Subsection: 2B
BREA CANYON RD PAGE CURB RAMPS
883 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-155
Street: Brea Canyon Rd
Cross Street: Spanish Ln
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.009755
-117.846335
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:3c Cost with GC (30%): $4,886
Year:3 Subsection: 2C
Ramp ID: R-158
Street: Brea Canyon Rd
Cross Street: Spanish Ln
Findings The Running Slope Exceeds 8.33 % Grade
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.009755
-117.846335
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:3c Cost with GC (30%): $4,886
Year:3 Subsection: 2C
Ramp ID: R-157
Street: Brea Canyon Rd
Cross Street: Spanish Ln
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.009655
-117.847097
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:3c Cost with GC (30%): $4,886
Year:3 Subsection: 2C
BREA CANYON RD PAGE CURB RAMPS
884 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-096
Street: Brea Canyon Rd
Cross Street: Valley Blvd.
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.018375
-117.838755
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:3c Cost with GC (30%): $4,654
Year:3 Subsection: 2C
Street: Business Pkwy Cost Estimate Total: $4,020
Ramp ID: R-149
Street: Business Pkwy
Cross Street: S Lemon Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.006425
-117.856029
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:3a Cost with GC (30%): $4,886
Year:3 Subsection: 2A
BUSINESS PKWY PAGE CURB RAMPS
885 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Capitol Ave Cost Estimate Total: $4,020
Ramp ID: R-238
Street: Capitol Ave
Cross Street: Rose Hills Rd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.016052
-118.049737
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:11d Cost with GC (30%): $5,657
Year:5 Subsection: 13D
Street: Castleton St Cost Estimate Total: $36,540
Ramp ID: R-258
Street: Castleton St
Cross Street: Albatross Rd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.995484
-117.920752
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:4c Cost with GC (30%): $5,657
Year:3 Subsection: 6C
CASTLETON ST PAGE CURB RAMPS
886 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-139
Street: Castleton St
Cross Street: Hanover Rd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.99379
-117.919325
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4c Cost with GC (30%): $4,886
Year:3 Subsection: 6C
Ramp ID: R-131
Street: Castleton St
Cross Street: N/A
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.992602
-117.914958
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4b Cost with GC (30%): $4,886
Year:3 Subsection: 6B
Ramp ID: R-106
Street: Castleton St
Cross Street: Walnut Hall Rd
Findings A 48x48 inch Level Landing is Not Provided
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.992592
-117.916532
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4b Cost with GC (30%): $4,654
Year:3 Subsection: 6B
CASTLETON ST PAGE CURB RAMPS
887 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-108
Street: Castleton St
Cross Street: Walnut Hall Rd
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
33.992943
-117.917606
GPS:
Priority:2 Estimated Direct Cost: $360
Precedence:4b Cost with GC (30%): $417
Year:3 Subsection: 6B
Ramp ID: R-192
Street: Castleton St
Cross Street: Albatross Rd
The Running Slope Exceeds 8.33 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
33.99531
-117.923938
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:4c Cost with GC (30%): $5,131
Year:3 Subsection: 6C
Ramp ID: R-171
Street: Castleton St
Cross Street: Stoner Creek Rd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.99254
-117.913553
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $5,131
Year:4 Subsection: 5A
CASTLETON ST PAGE CURB RAMPS
888 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-172
Street: Castleton St
Cross Street: Stoner Creek Rd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.992385
-117.913386
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $5,131
Year:4 Subsection: 5A
Ramp ID: R-173
Street: Castleton St
Cross Street: Stoner Creek Rd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.992307
-117.913451
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $5,131
Year:4 Subsection: 5A
Ramp ID: R-170
Street: Castleton St
Cross Street: Stoner Creek Rd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.992714
-117.913008
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $5,131
Year:4 Subsection: 5A
CASTLETON ST PAGE CURB RAMPS
889 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Chestnut St Cost Estimate Total: $4,380
Ramp ID: R-147
Street: Chestnut St
Cross Street: Kearn Creek Ct
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.008952
-117.921761
GPS:
Priority:2 Estimated Direct Cost: $360
Precedence:2a Cost with GC (30%): $438
Year:3 Subsection: 7A
Ramp ID: R-251
Street: Chestnut St
Cross Street: Kearn Creek Ct
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.007288
-117.934007
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:2a Cost with GC (30%): $5,657
Year:3 Subsection: 7A
CHESTNUT ST PAGE CURB RAMPS
890 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Clark Ave Cost Estimate Total: $8,040
Ramp ID: R-049
Street: Clark Ave
Cross Street: S 7th Ave
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.023496
-117.986284
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:10a Cost with GC (30%): $4,432
Year:5 Subsection: 12A
Ramp ID: R-045
Street: Clark Ave
Cross Street: S 7th Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.023354
-117.985657
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:10a Cost with GC (30%): $4,432
Year:5 Subsection: 12A
CLARK AVE PAGE CURB RAMPS
891 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Colima Rd Cost Estimate Total: $44,220
Ramp ID: R-103
Street: Colima Rd
Cross Street: Hanover Rd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.990482
-117.9212
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4d Cost with GC (30%): $4,654
Year:3 Subsection: 6D
Ramp ID: R-098
Street: Colima Rd
Cross Street: Hanover Rd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.990663
-117.920835
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4d Cost with GC (30%): $4,654
Year:3 Subsection: 6D
Ramp ID: R-115
Street: Colima Rd
Cross Street: Hanover Rd
The Running Slope Exceeds 8.33 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
33.990366
-117.92156
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4d Cost with GC (30%): $4,654
Year:3 Subsection: 6D
COLIMA RD PAGE CURB RAMPS
892 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-099
Street: Colima Rd
Cross Street: N/a
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.991122
-117.927762
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4d Cost with GC (30%): $4,654
Year:3 Subsection: 6D
Ramp ID: R-071
Street: Colima Rd
Cross Street: N/a
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.991152
-117.930137
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4d Cost with GC (30%): $4,432
Year:3 Subsection: 6D
Ramp ID: R-093
Street: Colima Rd
Cross Street: N/a
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.991061
-117.928803
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4d Cost with GC (30%): $4,654
Year:3 Subsection: 6D
COLIMA RD PAGE CURB RAMPS
893 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-057
Street: Colima Rd
Cross Street: Walnut Hall Rd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.990307
-117.917625
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4b Cost with GC (30%): $4,432
Year:3 Subsection: 6B
Ramp ID: R-064
Street: Colima Rd
Cross Street: Walnut Hall Rd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.990187
-117.917523
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4b Cost with GC (30%): $4,432
Year:3 Subsection: 6B
Ramp ID: R-046
Street: Colima Rd
Cross Street: Walnut Hall Rd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.990081
-117.917846
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4b Cost with GC (30%): $4,432
Year:3 Subsection: 6B
COLIMA RD PAGE CURB RAMPS
894 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-069
Street: Colima Rd
Cross Street: Walnut Hall Rd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.990101
-117.917416
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4b Cost with GC (30%): $4,432
Year:3 Subsection: 6B
Ramp ID: R-141
Street: Colima Rd
Cross Street: Stoner Creek Rd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.989796
-117.913642
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $4,886
Year:4 Subsection: 5A
Street: Crossroads Pkwy N Cost Estimate Total: $12,060
Ramp ID: R-220
Street: Crossroads Pkwy N
Cross Street: Crossroads Pkwy S
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.030581
-118.011332
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:11b Cost with GC (30%): $5,387
Year:5 Subsection: 13B
CROSSROADS PKWY N PAGE CURB RAMPS
895 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-242
Street: Crossroads Pkwy N
Cross Street: Crossroads Pkwy S
Findings A 48x48 inch Level Landing is Not Provided
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.030508
-118.010131
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:11b Cost with GC (30%): $5,657
Year:5 Subsection: 13B
Ramp ID: R-221
Street: Crossroads Pkwy N
Cross Street: Crossroads Pkwy S
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.031242
-118.01133
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:11b Cost with GC (30%): $5,387
Year:5 Subsection: 13B
Street: Crossroads Pkwy S Cost Estimate Total: $33,690
Ramp ID: R-232
Street: Crossroads Pkwy S
Cross Street: N/a
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.028561
-118.015378
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:11b Cost with GC (30%): $5,657
Year:5 Subsection: 13B
CROSSROADS PKWY S PAGE CURB RAMPS
896 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-228
Street: Crossroads Pkwy S
Cross Street: N/a
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.028699
-118.01527
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:11b Cost with GC (30%): $5,387
Year:5 Subsection: 13B
Ramp ID: R-230
Street: Crossroads Pkwy S
Cross Street: N/a
Findings A 48x48 inch Level Landing is Not Provided
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.028578
-118.015334
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:11b Cost with GC (30%): $5,387
Year:5 Subsection: 13B
Ramp ID: R-229
Street: Crossroads Pkwy S
Cross Street: N/a
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.028725
-118.015278
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:11b Cost with GC (30%): $5,387
Year:5 Subsection: 13B
CROSSROADS PKWY S PAGE CURB RAMPS
897 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-231
Street: Crossroads Pkwy S
Cross Street: N/a
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.028632
-118.015337
GPS:
Priority:4 Estimated Direct Cost: $360
Precedence:11b Cost with GC (30%): $507
Year:5 Subsection: 13B
Ramp ID: R-233
Street: Crossroads Pkwy S
Cross Street: N/a
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.028525
-118.015453
GPS:
Priority:4 Estimated Direct Cost: $360
Precedence:11b Cost with GC (30%): $507
Year:5 Subsection: 13B
Ramp ID: R-095
Street: Crossroads Pkwy S
Cross Street: N/a
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.029197
-118.023971
GPS:
Priority:2 Estimated Direct Cost: $405
Precedence:11c Cost with GC (30%): $469
Year:5 Subsection: 13C
CROSSROADS PKWY S PAGE CURB RAMPS
898 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-226
Street: Crossroads Pkwy S
Cross Street: Pomona Fwy
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.029275
-118.014842
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:11b Cost with GC (30%): $5,387
Year:5 Subsection: 13B
Ramp ID: R-225
Street: Crossroads Pkwy S
Cross Street: Pomona Fwy
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.029066
-118.014605
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:11b Cost with GC (30%): $5,387
Year:5 Subsection: 13B
Ramp ID: R-227
Street: Crossroads Pkwy S
Cross Street: Pomona Fwy
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.029201
-118.01494
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:11b Cost with GC (30%): $5,387
Year:5 Subsection: 13B
CROSSROADS PKWY S PAGE CURB RAMPS
899 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-224
Street: Crossroads Pkwy S
Cross Street: Pomona Fwy
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.029266
-118.014227
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:11b Cost with GC (30%): $5,387
Year:5 Subsection: 13B
Ramp ID: R-084
Street: Crossroads Pkwy S
Cross Street: Workman Mill Rd
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.029181
-118.024952
GPS:
Priority:2 Estimated Direct Cost: $405
Precedence:11c Cost with GC (30%): $447
Year:5 Subsection: 13C
Street: Currier Rd Cost Estimate Total: $12,060
Ramp ID: R-290
Street: Currier Rd
Cross Street: N/a
The Ramp Width is Less than 48 Inches
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.008355
-117.852236
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:3b Cost with GC (30%): $5,939
Year:3 Subsection: 2B
CURRIER RD PAGE CURB RAMPS
900 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-291
Street: Currier Rd
Cross Street: Reyes Dr
The Running Slope Exceeds 8.33 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.008152
-117.85165
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:3b Cost with GC (30%): $5,939
Year:3 Subsection: 2B
Ramp ID: R-323
Street: Currier Rd
Cross Street: Reyes Dr
Findings The Cross Slope Exceeds 2.0 % Grade
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.008217
-117.851514
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:3b Cost with GC (30%): $6,548
Year:3 Subsection: 2B
Street: Don Julian Rd Cost Estimate Total: $60,660
Ramp ID: R-205
Street: Don Julian Rd
Cross Street: Turnbull Canyon Rd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.021829
-117.969816
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:1d Cost with GC (30%): $5,387
Year:3 Subsection: 9D
DON JULIAN RD PAGE CURB RAMPS
901 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-206
Street: Don Julian Rd
Cross Street: Turnbull Canyon Rd
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.021667
-117.969998
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:1d Cost with GC (30%): $5,387
Year:3 Subsection: 9D
Ramp ID: R-163
Street: Don Julian Rd
Cross Street: N/a
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.01758
-117.964281
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:8c Cost with GC (30%): $4,886
Year:4 Subsection: 10C
Ramp ID: R-166
Street: Don Julian Rd
Cross Street: N/a
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.016209
-117.963255
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:8c Cost with GC (30%): $5,131
Year:4 Subsection: 10C
DON JULIAN RD PAGE CURB RAMPS
902 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-160
Street: Don Julian Rd
Cross Street: N/a
Findings A 48x48 inch Level Landing is Not Provided
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.019903
-117.966235
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:8c Cost with GC (30%): $4,886
Year:4 Subsection: 10C
Ramp ID: R-161
Street: Don Julian Rd
Cross Street: N/a
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.019691
-117.966378
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:8c Cost with GC (30%): $4,886
Year:4 Subsection: 10C
Ramp ID: R-167
Street: Don Julian Rd
Cross Street: Parriott Pl
Findings The Running Slope Exceeds 8.33 % Grade
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.01666
-117.961616
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:8b Cost with GC (30%): $5,131
Year:4 Subsection: 10B
DON JULIAN RD PAGE CURB RAMPS
903 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-119
Street: Don Julian Rd
Cross Street: Parriott Pl
Findings The Cross Slope Exceeds 2.0 % Grade
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.017876
-117.960459
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:8b Cost with GC (30%): $4,654
Year:4 Subsection: 10B
Ramp ID: R-118
Street: Don Julian Rd
Cross Street: S Hacienda Blvd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.017613
-117.959935
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:8a Cost with GC (30%): $4,654
Year:4 Subsection: 10A
Ramp ID: R-165
Street: Don Julian Rd
Cross Street: Workman Temple
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.017315
-117.962963
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:8c Cost with GC (30%): $5,131
Year:4 Subsection: 10C
DON JULIAN RD PAGE CURB RAMPS
904 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-212
Street: Don Julian Rd
Cross Street: Ninth Ave
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.023722
-117.972787
GPS:
Priority:4 Estimated Direct Cost: $360
Precedence:10c Cost with GC (30%): $482
Year:5 Subsection: 12C
Ramp ID: R-211
Street: Don Julian Rd
Cross Street: Ninth Ave
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.024142
-117.972773
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:10c Cost with GC (30%): $5,387
Year:5 Subsection: 12C
Ramp ID: R-056
Street: Don Julian Rd
Cross Street: Seventh Ave
The Running Slope Exceeds 8.33 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.029015
-117.980715
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:10c Cost with GC (30%): $4,432
Year:5 Subsection: 12C
DON JULIAN RD PAGE CURB RAMPS
905 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-080
Street: Don Julian Rd
Cross Street: S 7th Ave
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.028711
-117.981111
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:10c Cost with GC (30%): $4,432
Year:5 Subsection: 12C
Ramp ID: R-133
Street: Don Julian Rd
Cross Street: S 6th Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.031268
-117.983881
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:11a Cost with GC (30%): $4,886
Year:5 Subsection: 13A
Ramp ID: R-144
Street: Don Julian Rd
Cross Street: S 6th Ave
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.031633
-117.984084
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:11a Cost with GC (30%): $4,886
Year:5 Subsection: 13A
DON JULIAN RD PAGE CURB RAMPS
906 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: E Gale Ave Cost Estimate Total: $184,920
Ramp ID: R-036
Street: E Gale Ave
Cross Street: Bixby Dr
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.004805
-117.944429
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:5c Cost with GC (30%): $4,221
Year:3 Subsection: 8C
Ramp ID: R-043
Street: E Gale Ave
Cross Street: Bixby Dr
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.004585
-117.944599
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:5c Cost with GC (30%): $4,432
Year:3 Subsection: 8C
Ramp ID: R-067
Street: E Gale Ave
Cross Street: Fieldgate Ave
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.006177
-117.948263
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:5c Cost with GC (30%): $4,432
Year:3 Subsection: 8C
E GALE AVE PAGE CURB RAMPS
907 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-032
Street: E Gale Ave
Cross Street: John Reed Ct
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.002629
-117.940077
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:5c Cost with GC (30%): $4,221
Year:3 Subsection: 8C
Ramp ID: R-051
Street: E Gale Ave
Cross Street: John Reed Ct
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.002081
-117.940157
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:5c Cost with GC (30%): $4,432
Year:3 Subsection: 8C
Ramp ID: R-038
Street: E Gale Ave
Cross Street: John Reed Ct
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.002299
-117.940135
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:5c Cost with GC (30%): $4,221
Year:3 Subsection: 8C
E GALE AVE PAGE CURB RAMPS
908 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-029
Street: E Gale Ave
Cross Street: John Reed Ct
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.002204
-117.93977
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:5c Cost with GC (30%): $4,221
Year:3 Subsection: 8C
Ramp ID: R-250
Street: E Gale Ave
Cross Street: N/A
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.012995
-117.954123
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:5b Cost with GC (30%): $5,657
Year:3 Subsection: 8B
Ramp ID: R-027
Street: E Gale Ave
Cross Street: S Azusa Ave
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.999841
-117.931559
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:2a Cost with GC (30%): $4,221
Year:3 Subsection: 7A
E GALE AVE PAGE CURB RAMPS
909 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-102
Street: E Gale Ave
Cross Street: S Stimson Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.00878
-117.955887
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:5b Cost with GC (30%): $4,654
Year:3 Subsection: 8B
Ramp ID: R-113
Street: E Gale Ave
Cross Street: S Stimson Ave
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.008865
-117.956182
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:5b Cost with GC (30%): $4,654
Year:3 Subsection: 8B
Ramp ID: R-177
Street: E Gale Ave
Cross Street: Auto mall East
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.995389
-117.916706
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7b Cost with GC (30%): $5,131
Year:4 Subsection: 5B
E GALE AVE PAGE CURB RAMPS
910 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-176
Street: E Gale Ave
Cross Street: Auto Mall East
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.99557
-117.916371
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7b Cost with GC (30%): $5,131
Year:4 Subsection: 5B
Ramp ID: R-178
Street: E Gale Ave
Cross Street: Auto Mall East
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.995611
-117.916657
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7b Cost with GC (30%): $5,131
Year:4 Subsection: 5B
Ramp ID: R-193
Street: E Gale Ave
Cross Street: Auto mall west
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.996913
-117.924723
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7b Cost with GC (30%): $5,131
Year:4 Subsection: 5B
E GALE AVE PAGE CURB RAMPS
911 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-197
Street: E Gale Ave
Cross Street: Auto mall west
Findings A 48x48 inch Level Landing is Not Provided
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.996913
-117.924723
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7b Cost with GC (30%): $5,131
Year:4 Subsection: 5B
Ramp ID: R-194
Street: E Gale Ave
Cross Street: Auto Mall West
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
33.996881
-117.924287
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7b Cost with GC (30%): $5,131
Year:4 Subsection: 5B
Ramp ID: R-195
Street: E Gale Ave
Cross Street: Auto Mall West
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.996881
-117.924287
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7b Cost with GC (30%): $5,131
Year:4 Subsection: 5B
E GALE AVE PAGE CURB RAMPS
912 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-023
Street: E Gale Ave
Cross Street: Evergreen Pl
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
33.999822
-117.93362
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:5d Cost with GC (30%): $4,221
Year:4 Subsection: 8D
Ramp ID: R-021
Street: E Gale Ave
Cross Street: Evergreen Pl
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.999563
-117.933903
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:5d Cost with GC (30%): $4,221
Year:4 Subsection: 8D
Ramp ID: R-185
Street: E Gale Ave
Cross Street: Fullerton Rd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.996229
-117.905433
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $5,131
Year:4 Subsection: 5A
E GALE AVE PAGE CURB RAMPS
913 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-187
Street: E Gale Ave
Cross Street: Fullerton Rd
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.996145
-117.905187
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $5,131
Year:4 Subsection: 5A
Ramp ID: R-022
Street: E Gale Ave
Cross Street: Green Dr
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.000105
-117.93356
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:5d Cost with GC (30%): $4,221
Year:4 Subsection: 8D
Ramp ID: R-024
Street: E Gale Ave
Cross Street: Green Dr
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.000207
-117.933371
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:5d Cost with GC (30%): $4,221
Year:4 Subsection: 8D
E GALE AVE PAGE CURB RAMPS
914 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-020
Street: E Gale Ave
Cross Street: Green Dr
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.001526
-117.936863
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:5d Cost with GC (30%): $4,221
Year:4 Subsection: 8D
Ramp ID: R-019
Street: E Gale Ave
Cross Street: Green Dr
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.00159
-117.936454
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:5d Cost with GC (30%): $4,221
Year:4 Subsection: 8D
Ramp ID: R-025
Street: E Gale Ave
Cross Street: Green Dr
The Running Slope Exceeds 8.33 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
33.999821
-117.933353
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:5d Cost with GC (30%): $4,221
Year:4 Subsection: 8D
E GALE AVE PAGE CURB RAMPS
915 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-026
Street: E Gale Ave
Cross Street: Green Dr
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.000072
-117.933069
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:5d Cost with GC (30%): $4,221
Year:4 Subsection: 8D
Ramp ID: R-109
Street: E Gale Ave
Cross Street: N/A
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.998511
-117.928376
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:7b Cost with GC (30%): $4,654
Year:4 Subsection: 5B
Ramp ID: R-110
Street: E Gale Ave
Cross Street: N/A
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.998511
-117.928376
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:7b Cost with GC (30%): $4,654
Year:4 Subsection: 5B
E GALE AVE PAGE CURB RAMPS
916 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-261
Street: E Gale Ave
Cross Street: N/A
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.995917
-117.919158
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:7b Cost with GC (30%): $5,657
Year:4 Subsection: 5B
Ramp ID: R-317
Street: E Gale Ave
Cross Street: N/A
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.995917
-117.919158
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:7b Cost with GC (30%): $6,236
Year:4 Subsection: 5B
Ramp ID: R-196
Street: E Gale Ave
Cross Street: N/A
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
33.996291
-117.921935
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7b Cost with GC (30%): $5,131
Year:4 Subsection: 5B
E GALE AVE PAGE CURB RAMPS
917 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-198
Street: E Gale Ave
Cross Street: N/A
Findings A 48x48 inch Level Landing is Not Provided
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.996291
-117.921935
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7b Cost with GC (30%): $5,387
Year:4 Subsection: 5B
Ramp ID: R-116
Street: E Gale Ave
Cross Street: N/A
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.998592
-117.927975
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:7b Cost with GC (30%): $4,654
Year:4 Subsection: 5B
Ramp ID: R-117
Street: E Gale Ave
Cross Street: N/A
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.998592
-117.927975
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:7b Cost with GC (30%): $4,654
Year:4 Subsection: 5B
E GALE AVE PAGE CURB RAMPS
918 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-189
Street: E Gale Ave
Cross Street: N/A
Findings A 48x48 inch Level Landing is Not Provided
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.995054
-117.908813
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $5,131
Year:4 Subsection: 5A
Ramp ID: R-153
Street: E Gale Ave
Cross Street: Plaza Dr
Findings The Running Slope Exceeds 8.33 % Grade
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.000283
-117.930521
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $4,886
Year:4 Subsection: 5A
Ramp ID: R-184
Street: E Gale Ave
Cross Street: Plaza Dr
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.995546
-117.906294
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $5,131
Year:4 Subsection: 5A
E GALE AVE PAGE CURB RAMPS
919 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-191
Street: E Gale Ave
Cross Street: Plaza Dr
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.995847
-117.906294
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $5,131
Year:4 Subsection: 5A
Ramp ID: R-190
Street: E Gale Ave
Cross Street: Plaza Dr
Findings A 48x48 inch Level Landing is Not Provided
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.995733
-117.906415
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $5,131
Year:4 Subsection: 5A
Ramp ID: R-183
Street: E Gale Ave
Cross Street: Stoners Creek
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.995096
-117.911221
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $5,131
Year:4 Subsection: 5A
E GALE AVE PAGE CURB RAMPS
920 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-181
Street: E Gale Ave
Cross Street: Stoners Creek
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.995174
-117.910666
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $5,131
Year:4 Subsection: 5A
Ramp ID: R-174
Street: E Gale Ave
Cross Street: Stoners Creek rd
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.995223
-117.911488
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $5,131
Year:4 Subsection: 5A
Ramp ID: R-175
Street: E Gale Ave
Cross Street: Stoners Creek rd
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.995223
-117.911488
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $5,131
Year:4 Subsection: 5A
E GALE AVE PAGE CURB RAMPS
921 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-186
Street: E Gale Ave
Cross Street: Fullerton Rd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.996043
-117.905294
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:13a Cost with GC (30%): $5,131
Year:5 Subsection: 4A
Street: E Gale St Cost Estimate Total: $16,440
Ramp ID: R-188
Street: E Gale St
Cross Street: Fullerton Rd
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
33.996313
-117.904801
GPS:
Priority:3 Estimated Direct Cost: $360
Precedence:7a Cost with GC (30%): $459
Year:4 Subsection: 5A
Ramp ID: R-277
Street: E Gale St
Cross Street: Coiner Ct
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.994813
-117.895321
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:13a Cost with GC (30%): $5,939
Year:5 Subsection: 4A
E GALE ST PAGE CURB RAMPS
922 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-272
Street: E Gale St
Cross Street: S Jellick Ave
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.995476
-117.899831
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:13a Cost with GC (30%): $5,939
Year:5 Subsection: 4A
Ramp ID: R-271
Street: E Gale St
Cross Street: S Jellick Ave
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.99543
-117.900056
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:13a Cost with GC (30%): $5,939
Year:5 Subsection: 4A
Ramp ID: R-270
Street: E Gale St
Cross Street: S Jellick Ave
The Running Slope Exceeds 8.33 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
33.996103
-117.900237
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:13a Cost with GC (30%): $5,939
Year:5 Subsection: 4A
E GALE ST PAGE CURB RAMPS
923 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: E Temple Ave Cost Estimate Total: $8,040
Ramp ID: R-059
Street: E Temple Ave
Cross Street: N Azusa Ave
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.024543
-117.917948
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:2c Cost with GC (30%): $4,432
Year:3 Subsection: 7C
Ramp ID: R-244
Street: E Temple Ave
Cross Street: Valinda Ave
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.026461
-117.927696
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:2d Cost with GC (30%): $5,657
Year:3 Subsection: 7D
E TEMPLE AVE PAGE CURB RAMPS
924 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: E Valley Blvd Cost Estimate Total: $4,020
Ramp ID: R-007
Street: E Valley Blvd
Cross Street: Proctor Ave
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.022537
-117.95995
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1c Cost with GC (30%): $4,221
Year:3 Subsection: 9C
Street: Fairway Dr Cost Estimate Total: $49,005
Ramp ID: R-319
Street: Fairway Dr
Cross Street: 60 East freeway entrance
Findings A 48x48 inch Level Landing is Not Provided
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.995194
-117.870256
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:3b Cost with GC (30%): $6,236
Year:5 Subsection: 3B
FAIRWAY DR PAGE CURB RAMPS
925 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-281
Street: Fairway Dr
Cross Street: 60 East freeway entrance
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.995381
-117.870031
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:3b Cost with GC (30%): $5,939
Year:5 Subsection: 3B
Ramp ID: R-284
Street: Fairway Dr
Cross Street: 60 East Ramp
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.994737
-117.869906
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:3b Cost with GC (30%): $5,939
Year:5 Subsection: 3B
Ramp ID: R-318
Street: Fairway Dr
Cross Street: 60 West freeway entrance
Findings A 48x48 inch Level Landing is Not Provided
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.996932
-117.870467
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:3b Cost with GC (30%): $6,236
Year:5 Subsection: 3B
FAIRWAY DR PAGE CURB RAMPS
926 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-279
Street: Fairway Dr
Cross Street: Curb ramp between Quiorz & 60
East ramp
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
33.9947
-117.870253
GPS:
Priority:4 Estimated Direct Cost: $405
Precedence:3b Cost with GC (30%): $598
Year:5 Subsection: 3B
Ramp ID: R-287
Street: Fairway Dr
Cross Street: E Walnut Dr S
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
33.993431
-117.869841
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:3b Cost with GC (30%): $5,939
Year:5 Subsection: 3B
Ramp ID: R-285
Street: Fairway Dr
Cross Street: E Walnut Dr S
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.993274
-117.870076
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:3b Cost with GC (30%): $5,939
Year:5 Subsection: 3B
FAIRWAY DR PAGE CURB RAMPS
927 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-280
Street: Fairway Dr
Cross Street: Freeway exit ramp
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.995179
-117.870096
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:3b Cost with GC (30%): $5,939
Year:5 Subsection: 3B
Ramp ID: R-282
Street: Fairway Dr
Cross Street: Freeway exit ramp
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
33.994996
-117.870077
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:3b Cost with GC (30%): $5,939
Year:5 Subsection: 3B
Ramp ID: R-076
Street: Fairway Dr
Cross Street: Harrison Ave
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.002301
-117.871532
GPS:
Priority:2 Estimated Direct Cost: $360
Precedence:12c Cost with GC (30%): $397
Year:5 Subsection: 3C
FAIRWAY DR PAGE CURB RAMPS
928 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-283
Street: Fairway Dr
Cross Street: Quiroz Ct
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.994335
-117.87001
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:3b Cost with GC (30%): $5,939
Year:5 Subsection: 3B
Ramp ID: R-286
Street: Fairway Dr
Cross Street: Quiroz Ct
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.994212
-117.869779
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:3b Cost with GC (30%): $5,939
Year:5 Subsection: 3B
Ramp ID: R-087
Street: Fairway Dr
Cross Street: San Jose
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.001834
-117.871935
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:12c Cost with GC (30%): $4,432
Year:5 Subsection: 3C
FAIRWAY DR PAGE CURB RAMPS
929 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-092
Street: Fairway Dr
Cross Street: San Jose
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.001289
-117.871459
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:12c Cost with GC (30%): $4,654
Year:5 Subsection: 3C
Street: Faure Ave Cost Estimate Total: $8,040
Ramp ID: R-314
Street: Faure Ave
Cross Street: Garcia
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.029241
-117.828487
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6a Cost with GC (30%): $6,236
Year:4 Subsection: 1A
Ramp ID: R-315
Street: Faure Ave
Cross Street: Garcia
Findings A 48x48 inch Level Landing is Not Provided
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.029254
-117.828364
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6a Cost with GC (30%): $6,236
Year:4 Subsection: 1A
FAURE AVE PAGE CURB RAMPS
930 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Ferrero Pkwy Cost Estimate Total: $20,100
Ramp ID: R-311
Street: Ferrero Pkwy
Cross Street: Benton Ct
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.025583
-117.828798
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6b Cost with GC (30%): $6,236
Year:4 Subsection: 1B
Ramp ID: R-310
Street: Ferrero Pkwy
Cross Street: Benton Ct
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.024806
-117.828662
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6b Cost with GC (30%): $6,236
Year:4 Subsection: 1B
Ramp ID: R-309
Street: Ferrero Pkwy
Cross Street: N. Grand Ave
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.023406
-117.82947
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6b Cost with GC (30%): $6,236
Year:4 Subsection: 1B
FERRERO PKWY PAGE CURB RAMPS
931 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-307
Street: Ferrero Pkwy
Cross Street: S. Grand ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.022111
-117.830692
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6d Cost with GC (30%): $6,236
Year:4 Subsection: 1D
Ramp ID: R-297
Street: Ferrero Pkwy
Cross Street: Waddingham Way
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.020549
-117.832582
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6d Cost with GC (30%): $6,236
Year:4 Subsection: 1D
Street: Fullerton Rd Cost Estimate Total: $12,060
Ramp ID: R-266
Street: Fullerton Rd
Cross Street: Arenth Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.003863
-117.904374
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:13c Cost with GC (30%): $5,939
Year:5 Subsection: 4C
FULLERTON RD PAGE CURB RAMPS
932 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-267
Street: Fullerton Rd
Cross Street: Arenth Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.003936
-117.904192
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:13c Cost with GC (30%): $5,939
Year:5 Subsection: 4C
Ramp ID: R-264
Street: Fullerton Rd
Cross Street: Rowland St
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.000594
-117.904462
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:13c Cost with GC (30%): $5,939
Year:5 Subsection: 4C
Street: Glendora Ave Cost Estimate Total: $4,020
Ramp ID: R-015
Street: Glendora Ave
Cross Street: Stafford St
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.020365
-117.954184
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,221
Year:2 Subsection: 9A
GLENDORA AVE PAGE CURB RAMPS
933 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Hanover Rd Cost Estimate Total: $8,040
Ramp ID: R-130
Street: Hanover Rd
Cross Street: N/A
Findings The Running Slope Exceeds 8.33 % Grade
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
33.992854
-117.920768
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4d Cost with GC (30%): $4,886
Year:3 Subsection: 6D
Ramp ID: R-132
Street: Hanover Rd
Cross Street: N/A
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.993433
-117.919884
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4d Cost with GC (30%): $4,886
Year:3 Subsection: 6D
HANOVER RD PAGE CURB RAMPS
934 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Hurley St Cost Estimate Total: $8,040
Ramp ID: R-262
Street: Hurley St
Cross Street: S Azusa Ave
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.01137
-117.923471
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:2b Cost with GC (30%): $5,657
Year:3 Subsection: 7B
Ramp ID: R-263
Street: Hurley St
Cross Street: S Azusa Ave
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.01137
-117.923471
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:2b Cost with GC (30%): $5,657
Year:3 Subsection: 7B
HURLEY ST PAGE CURB RAMPS
935 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Long Ln Cost Estimate Total: $4,020
Ramp ID: R-126
Street: Long Ln
Cross Street: Nelson Ave
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.042144
-117.979351
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:9d Cost with GC (30%): $4,654
Year:5 Subsection: 11D
Street: N California Ave Cost Estimate Total: $360
Ramp ID: R-207
Street: N California Ave
Cross Street: Valley Blvd
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.031347
-117.969302
GPS:
Priority:4 Estimated Direct Cost: $360
Precedence:9b Cost with GC (30%): $482
Year:5 Subsection: 11B
N CALIFORNIA AVE PAGE CURB RAMPS
936 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: N Hacienda Blvd Cost Estimate Total: $4,020
Ramp ID: R-006
Street: N Hacienda Blvd
Cross Street: Nelson Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.026086
-117.957525
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1b Cost with GC (30%): $4,221
Year:3 Subsection: 9B
Street: N Hudson Ave Cost Estimate Total: $4,020
Ramp ID: R-005
Street: N Hudson Ave
Cross Street: Stafford St
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.025045
-117.959237
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1b Cost with GC (30%): $4,221
Year:3 Subsection: 9B
N HUDSON AVE PAGE CURB RAMPS
937 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: N Sunset Ave Cost Estimate Total: $8,040
Ramp ID: R-114
Street: N Sunset Ave
Cross Street: Nelson Ave
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.036737
-117.972023
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:9c Cost with GC (30%): $4,654
Year:5 Subsection: 11C
Ramp ID: R-044
Street: N Sunset Ave
Cross Street: Valley Blvd
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.034993
-117.974548
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:9c Cost with GC (30%): $4,432
Year:5 Subsection: 11C
N SUNSET AVE PAGE CURB RAMPS
938 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: N Unruh Ave Cost Estimate Total: $4,020
Ramp ID: R-199
Street: N Unruh Ave
Cross Street: Nelson Ave
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.029014
-117.963424
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:9a Cost with GC (30%): $5,387
Year:5 Subsection: 11A
Street: N. Grand Ave Cost Estimate Total: $20,100
Ramp ID: R-308
Street: N. Grand Ave
Cross Street: Ferrero Pkwy
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.023339
-117.829744
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6d Cost with GC (30%): $6,236
Year:4 Subsection: 1D
N. GRAND AVE PAGE CURB RAMPS
939 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-299
Street: N. Grand Ave
Cross Street: Garcia Ln.
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.025948
-117.833268
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6c Cost with GC (30%): $6,236
Year:4 Subsection: 1C
Ramp ID: R-300
Street: N. Grand Ave
Cross Street: Garcia Ln.
The Running Slope Exceeds 8.33 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.025948
-117.833268
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6c Cost with GC (30%): $6,236
Year:4 Subsection: 1C
Ramp ID: R-304
Street: N. Grand Ave
Cross Street: N/A
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.024871
-117.831731
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6d Cost with GC (30%): $6,236
Year:4 Subsection: 1D
N. GRAND AVE PAGE CURB RAMPS
940 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-305
Street: N. Grand Ave
Cross Street: N/A
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.024871
-117.831731
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6d Cost with GC (30%): $6,236
Year:4 Subsection: 1D
Street: Nelson Ave Cost Estimate Total: $4,020
Ramp ID: R-101
Street: Nelson Ave
Cross Street: N Sunset Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.036599
-117.972385
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:9c Cost with GC (30%): $4,654
Year:5 Subsection: 11C
NELSON AVE PAGE CURB RAMPS
941 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Nogales St Cost Estimate Total: $12,060
Ramp ID: R-091
Street: Nogales St
Cross Street: Arenth Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.001417
-117.887813
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:12d Cost with GC (30%): $4,654
Year:5 Subsection: 3D
Ramp ID: R-088
Street: Nogales St
Cross Street: Arenth Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.001257
-117.887588
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:12d Cost with GC (30%): $4,432
Year:5 Subsection: 3D
Ramp ID: R-154
Street: Nogales St
Cross Street: San Jose Ave
Findings The Cross Slope Exceeds 2.0 % Grade
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.000077
-117.889204
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:12d Cost with GC (30%): $4,886
Year:5 Subsection: 3D
NOGALES ST PAGE CURB RAMPS
942 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Parriot Pl Cost Estimate Total: $4,380
Ramp ID: R-129
Street: Parriot Pl
Cross Street: Proctor Ave
Findings A 48x48 inch Level Landing is Not Provided
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.021915
-117.961779
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:1c Cost with GC (30%): $4,654
Year:3 Subsection: 9C
Ramp ID: R-127
Street: Parriot Pl
Cross Street: Proctor Ave
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.02197
-117.961616
GPS:
Priority:2 Estimated Direct Cost: $360
Precedence:1c Cost with GC (30%): $417
Year:3 Subsection: 9C
PARRIOT PL PAGE CURB RAMPS
943 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Pellissier Pl Cost Estimate Total: $12,060
Ramp ID: R-235
Street: Pellissier Pl
Cross Street: Peck Rd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.025441
-118.038668
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:11d Cost with GC (30%): $5,657
Year:5 Subsection: 13D
Ramp ID: R-234
Street: Pellissier Pl
Cross Street: Peck Rd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.025326
-118.037914
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:11d Cost with GC (30%): $5,657
Year:5 Subsection: 13D
Ramp ID: R-134
Street: Pellissier Pl
Cross Street: Workman Mill Rd
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.032477
-118.026017
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:11d Cost with GC (30%): $4,886
Year:5 Subsection: 13D
PELLISSIER PL PAGE CURB RAMPS
944 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Proctor Ave Cost Estimate Total: $8,400
Ramp ID: R-168
Street: Proctor Ave
Cross Street: El Encanto Rd
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.022175
-117.962856
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:1c Cost with GC (30%): $5,131
Year:3 Subsection: 9C
Ramp ID: R-068
Street: Proctor Ave
Cross Street: Seventh Ave
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.032367
-117.978242
GPS:
Priority:2 Estimated Direct Cost: $360
Precedence:10d Cost with GC (30%): $397
Year:5 Subsection: 12D
Ramp ID: R-037
Street: Proctor Ave
Cross Street: S 7th Ave
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.031696
-117.9777
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:10d Cost with GC (30%): $4,221
Year:5 Subsection: 12D
PROCTOR AVE PAGE CURB RAMPS
945 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Radecki Ct Cost Estimate Total: $8,040
Ramp ID: R-260
Street: Radecki Ct
Cross Street: Rowland St
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.001245
-117.918545
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:7c Cost with GC (30%): $5,657
Year:4 Subsection: 5C
Ramp ID: R-259
Street: Radecki Ct
Cross Street: Rowland St
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.001252
-117.918584
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:7c Cost with GC (30%): $5,657
Year:4 Subsection: 5C
RADECKI CT PAGE CURB RAMPS
946 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Railroad St Cost Estimate Total: $8,400
Ramp ID: R-094
Street: Railroad St
Cross Street: Curl ct
Findings The Cross Slope Exceeds 2.0 % Grade
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.003095
-117.928092
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:7d Cost with GC (30%): $4,654
Year:4 Subsection: 5D
Ramp ID: R-254
Street: Railroad St
Cross Street: S Hatcher Ave
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.001368
-117.923171
GPS:
Priority:4 Estimated Direct Cost: $360
Precedence:7d Cost with GC (30%): $507
Year:4 Subsection: 5D
Ramp ID: R-278
Street: Railroad St
Cross Street: Charlie Rd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.998608
-117.894753
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:13a Cost with GC (30%): $5,939
Year:5 Subsection: 4A
RAILROAD ST PAGE CURB RAMPS
947 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Rausch Rd Cost Estimate Total: $8,040
Ramp ID: R-012
Street: Rausch Rd
Cross Street: Stafford St
The Running Slope Exceeds 8.33 % Grade
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.021212
-117.955283
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,221
Year:2 Subsection: 9A
Ramp ID: R-013
Street: Rausch Rd
Cross Street: Stafford St
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.021212
-117.955283
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,221
Year:2 Subsection: 9A
RAUSCH RD PAGE CURB RAMPS
948 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Rowland St Cost Estimate Total: $16,800
Ramp ID: R-256
Street: Rowland St
Cross Street: Canada Ct
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.001835
-117.921582
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:7c Cost with GC (30%): $5,657
Year:4 Subsection: 5C
Ramp ID: R-257
Street: Rowland St
Cross Street: Canada Ct
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.001932
-117.921271
GPS:
Priority:4 Estimated Direct Cost: $360
Precedence:7c Cost with GC (30%): $507
Year:4 Subsection: 5C
Ramp ID: R-253
Street: Rowland St
Cross Street: Railroad st
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.001639
-117.923376
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:7d Cost with GC (30%): $5,657
Year:4 Subsection: 5D
ROWLAND ST PAGE CURB RAMPS
949 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-255
Street: Rowland St
Cross Street: S Hatcher Ave
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.00139
-117.92276
GPS:
Priority:4 Estimated Direct Cost: $360
Precedence:7d Cost with GC (30%): $507
Year:4 Subsection: 5D
Ramp ID: R-265
Street: Rowland St
Cross Street: Fullerton Rd
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.000554
-117.904368
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:13c Cost with GC (30%): $5,939
Year:5 Subsection: 4C
Ramp ID: R-321
Street: Rowland St
Cross Street: Lawson St
Findings The Cross Slope Exceeds 2.0 % Grade
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.000944
-117.910928
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:13c Cost with GC (30%): $6,548
Year:5 Subsection: 4C
ROWLAND ST PAGE CURB RAMPS
950 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: S 7th Ave Cost Estimate Total: $45,820
Ramp ID: R-039
Street: S 7th Ave
Cross Street: Bonelli St
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.025515
-117.984315
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:10a Cost with GC (30%): $4,221
Year:5 Subsection: 12A
Ramp ID: R-053
Street: S 7th Ave
Cross Street: Bonelli St
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.025341
-117.984494
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:10a Cost with GC (30%): $4,432
Year:5 Subsection: 12A
Ramp ID: R-062
Street: S 7th Ave
Cross Street: Bonelli St
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.029247
-117.980945
GPS:
Priority:2 Estimated Direct Cost: $360
Precedence:10a Cost with GC (30%): $397
Year:5 Subsection: 12A
S 7TH AVE PAGE CURB RAMPS
951 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-040
Street: S 7th Ave
Cross Street: Bonelli St
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.025481
-117.98431
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:10a Cost with GC (30%): $4,221
Year:5 Subsection: 12A
Ramp ID: R-048
Street: S 7th Ave
Cross Street: Bonelli St
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.025262
-117.984228
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:10a Cost with GC (30%): $4,432
Year:5 Subsection: 12A
Ramp ID: R-041
Street: S 7th Ave
Cross Street: Clark Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.023511
-117.986088
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:10a Cost with GC (30%): $4,432
Year:5 Subsection: 12A
S 7TH AVE PAGE CURB RAMPS
952 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-034
Street: S 7th Ave
Cross Street: Clark Ave
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.023525
-117.985987
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:10a Cost with GC (30%): $4,221
Year:5 Subsection: 12A
Ramp ID: R-078
Street: S 7th Ave
Cross Street: Don Julian Rd
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.028646
-117.980983
GPS:
Priority:2 Estimated Direct Cost: $360
Precedence:10c Cost with GC (30%): $397
Year:5 Subsection: 12C
Ramp ID: R-073
Street: S 7th Ave
Cross Street: Don Julian Rd
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.028863
-117.981041
GPS:
Priority:2 Estimated Direct Cost: $360
Precedence:10c Cost with GC (30%): $397
Year:5 Subsection: 12C
S 7TH AVE PAGE CURB RAMPS
953 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-063
Street: S 7th Ave
Cross Street: Don Julian Rd
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.02945
-117.980943
GPS:
Priority:2 Estimated Direct Cost: $360
Precedence:10c Cost with GC (30%): $397
Year:5 Subsection: 12C
Ramp ID: R-066
Street: S 7th Ave
Cross Street: Proctor Ave
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.032523
-117.9781
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:10d Cost with GC (30%): $4,432
Year:5 Subsection: 12D
Ramp ID: R-079
Street: S 7th Ave
Cross Street: Proctor Ave
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.032453
-117.978555
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:10d Cost with GC (30%): $4,432
Year:5 Subsection: 12D
S 7TH AVE PAGE CURB RAMPS
954 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-042
Street: S 7th Ave
Cross Street: Salt Lake Ave
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.025001
-117.98446
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:10a Cost with GC (30%): $4,432
Year:5 Subsection: 12A
Ramp ID: R-033
Street: S 7th Ave
Cross Street: Salt Lake Ave
Findings The Ramp Transitions are Not Flush
Grind the transitions at both the top and the bottom of the curb ramp to ensure that the transitions are flush and seamless.
Recomendation
34.024896
-117.984573
GPS:
Priority:2 Estimated Direct Cost: $160
Precedence:10a Cost with GC (30%): $168
Year:5 Subsection: 12A
Ramp ID: R-058
Street: S 7th Ave
Cross Street: Salt Lake Ave
The Running Slope Exceeds 8.33 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.024707
-117.984959
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:10a Cost with GC (30%): $4,432
Year:5 Subsection: 12A
S 7TH AVE PAGE CURB RAMPS
955 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-081
Street: S 7th Ave
Cross Street: Salt Lake Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.024329
-117.985348
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:10a Cost with GC (30%): $4,432
Year:5 Subsection: 12A
Street: S 9th Ave Cost Estimate Total: $12,420
Ramp ID: R-216
Street: S 9th Ave
Cross Street: Don Julian Rd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.0244
-117.973534
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:10c Cost with GC (30%): $5,387
Year:5 Subsection: 12C
Ramp ID: R-213
Street: S 9th Ave
Cross Street: Don Julian Rd
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.023325
-117.972771
GPS:
Priority:4 Estimated Direct Cost: $360
Precedence:10c Cost with GC (30%): $482
Year:5 Subsection: 12C
S 9TH AVE PAGE CURB RAMPS
956 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-204
Street: S 9th Ave
Cross Street: Proctor Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.027087
-117.970143
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:10b Cost with GC (30%): $5,387
Year:5 Subsection: 12B
Ramp ID: R-243
Street: S 9th Ave
Cross Street: Proctor Ave
Findings The Cross Slope Exceeds 2.0 % Grade
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.027235
-117.970371
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:10b Cost with GC (30%): $5,657
Year:5 Subsection: 12B
Street: S Azusa Ave Cost Estimate Total: $29,220
Ramp ID: R-100
Street: S Azusa Ave
Cross Street: Anaheim Puente Rd
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.006332
-117.929299
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:2a Cost with GC (30%): $4,654
Year:3 Subsection: 7A
S AZUSA AVE PAGE CURB RAMPS
957 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-028
Street: S Azusa Ave
Cross Street: E Gale Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.000382
-117.931007
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:2a Cost with GC (30%): $4,221
Year:3 Subsection: 7A
Ramp ID: R-074
Street: S Azusa Ave
Cross Street: Forever Way
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.0047
-117.929964
GPS:
Priority:2 Estimated Direct Cost: $360
Precedence:4a Cost with GC (30%): $397
Year:3 Subsection: 6A
Ramp ID: R-075
Street: S Azusa Ave
Cross Street: Forever Way
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.0047
-117.929964
GPS:
Priority:2 Estimated Direct Cost: $360
Precedence:4a Cost with GC (30%): $397
Year:3 Subsection: 6A
S AZUSA AVE PAGE CURB RAMPS
958 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-316
Street: S Azusa Ave
Cross Street: N/A
Findings A 48x48 inch Level Landing is Not Provided
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.007486
-117.927021
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:4a Cost with GC (30%): $6,236
Year:3 Subsection: 6A
Ramp ID: R-136
Street: S Azusa Ave
Cross Street: N/A
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.007111
-117.928105
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4a Cost with GC (30%): $4,886
Year:3 Subsection: 6A
Ramp ID: R-137
Street: S Azusa Ave
Cross Street: N/A
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.007111
-117.928105
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4a Cost with GC (30%): $4,886
Year:3 Subsection: 6A
S AZUSA AVE PAGE CURB RAMPS
959 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-054
Street: S Azusa Ave
Cross Street: RR St
Findings The Cross Slope Exceeds 2.0 % Grade
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.003721
-117.930145
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4a Cost with GC (30%): $4,432
Year:3 Subsection: 6A
Ramp ID: R-055
Street: S Azusa Ave
Cross Street: RR St
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.003721
-117.930145
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:4a Cost with GC (30%): $4,432
Year:3 Subsection: 6A
Ramp ID: R-128
Street: S Azusa Ave
Cross Street: N/A
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.006885
-117.928314
GPS:
Priority:2 Estimated Direct Cost: $360
Precedence:7d Cost with GC (30%): $417
Year:4 Subsection: 5D
S AZUSA AVE PAGE CURB RAMPS
960 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: S Azusa Ave/Anaheim Puente
Rd
Cost Estimate Total: $8,040
Ramp ID: R-050
Street: S Azusa Ave/Anaheim Puente Rd
Cross Street: N/A
Findings A 48x48 inch Level Landing is Not Provided
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.003768
-117.930505
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:2a Cost with GC (30%): $4,432
Year:3 Subsection: 7A
Ramp ID: R-030
Street: S Azusa Ave/Anaheim Puente Rd
Cross Street: RR St
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.004095
-117.930453
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:2a Cost with GC (30%): $4,221
Year:3 Subsection: 7A
S AZUSA AVE/ANAHEIM PAGE CURB RAMPS PUENTE RD
961 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: S Hacienda Blvd Cost Estimate Total: $20,100
Ramp ID: R-016
Street: S Hacienda Blvd
Cross Street: N/a
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.021106
-117.95742
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,221
Year:2 Subsection: 9A
Ramp ID: R-017
Street: S Hacienda Blvd
Cross Street: N/a
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.021106
-117.95742
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,221
Year:2 Subsection: 9A
Ramp ID: R-124
Street: S Hacienda Blvd
Cross Street: Don Julian Rd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.017202
-117.959816
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,654
Year:2 Subsection: 9A
S HACIENDA BLVD PAGE CURB RAMPS
962 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-121
Street: S Hacienda Blvd
Cross Street: Don Julian Rd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.017348
-117.959779
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,654
Year:2 Subsection: 9A
Ramp ID: R-083
Street: S Hacienda Blvd
Cross Street: Don Julian Rd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.019196
-117.958684
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,432
Year:2 Subsection: 9A
Street: S Lemon Dr Cost Estimate Total: $8,400
Ramp ID: R-289
Street: S Lemon Dr
Cross Street: Business Pkwy
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.005742
-117.855683
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:3a Cost with GC (30%): $5,939
Year:3 Subsection: 2A
S LEMON DR PAGE CURB RAMPS
963 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-151
Street: S Lemon Dr
Cross Street: Currier Rd
The Running Slope Exceeds 8.33 % Grade
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.006415
-117.855959
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:3a Cost with GC (30%): $4,886
Year:3 Subsection: 2A
Ramp ID: R-288
Street: S Lemon Dr
Cross Street: Currier Rd
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.00598
-117.856059
GPS:
Priority:4 Estimated Direct Cost: $360
Precedence:3a Cost with GC (30%): $532
Year:3 Subsection: 2A
Street: S Stimson Ave Cost Estimate Total: $24,120
Ramp ID: R-138
Street: S Stimson Ave
Cross Street: Phoenix Dr
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.01109
-117.955149
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:5b Cost with GC (30%): $4,886
Year:3 Subsection: 8B
S STIMSON AVE PAGE CURB RAMPS
964 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-125
Street: S Stimson Ave
Cross Street: Phoenix Dr
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.010569
-117.955313
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:5b Cost with GC (30%): $4,654
Year:3 Subsection: 8B
Ramp ID: R-120
Street: S Stimson Ave
Cross Street: Robin Way
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.00983
-117.95573
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:5b Cost with GC (30%): $4,654
Year:3 Subsection: 8B
Ramp ID: R-105
Street: S Stimson Ave
Cross Street: Robin Way
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.00919
-117.95577
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:5b Cost with GC (30%): $4,654
Year:3 Subsection: 8B
S STIMSON AVE PAGE CURB RAMPS
965 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-248
Street: S Stimson Ave
Cross Street: Stephens St
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.014299
-117.953202
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:5b Cost with GC (30%): $5,657
Year:3 Subsection: 8B
Ramp ID: R-249
Street: S Stimson Ave
Cross Street: Stephens St
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.014187
-117.953222
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:5b Cost with GC (30%): $5,657
Year:3 Subsection: 8B
Street: S. Grand ave Cost Estimate Total: $8,040
Ramp ID: R-306
Street: S. Grand ave
Cross Street: Ferrero
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.02223
-117.830817
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6d Cost with GC (30%): $6,236
Year:4 Subsection: 1D
S. GRAND AVE PAGE CURB RAMPS
966 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-303
Street: S. Grand ave
Cross Street: Ferrero pkwy exit ramp
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.027398
-117.83311
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6c Cost with GC (30%): $6,236
Year:4 Subsection: 1C
Street: S. Grand ave Cost Estimate Total: $12,060
Ramp ID: R-298
Street: S. Grand ave
Cross Street: Garcia Lane
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.026481
-117.833512
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6c Cost with GC (30%): $6,236
Year:4 Subsection: 1C
Ramp ID: R-320
Street: S. Grand ave
Cross Street: Garcia Lane
Findings A 48x48 inch Level Landing is Not Provided
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.025678
-117.833517
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6c Cost with GC (30%): $6,236
Year:4 Subsection: 1C
S. GRAND AVE PAGE CURB RAMPS
967 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-301
Street: S. Grand ave
Cross Street: Garcia Lane
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.026767
-117.833512
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6c Cost with GC (30%): $6,236
Year:4 Subsection: 1C
Street: San Jose Ave Cost Estimate Total: $4,830
Ramp ID: R-274
Street: San Jose Ave
Cross Street: Charlie Rd
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
33.999416
-117.89505
GPS:
Priority:4 Estimated Direct Cost: $405
Precedence:13a Cost with GC (30%): $598
Year:5 Subsection: 4A
Ramp ID: R-322
Street: San Jose Ave
Cross Street: Charlie Rd
Findings The Running Slope Exceeds 8.33 % Grade
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
33.999345
-117.894918
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:13a Cost with GC (30%): $6,548
Year:5 Subsection: 4A
SAN JOSE AVE PAGE CURB RAMPS
968 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-273
Street: San Jose Ave
Cross Street: Charlie Rd
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
33.999382
-117.895206
GPS:
Priority:4 Estimated Direct Cost: $405
Precedence:13a Cost with GC (30%): $598
Year:5 Subsection: 4A
Street: Sotro St Cost Estimate Total: $16,080
Ramp ID: R-009
Street: Sotro St
Cross Street: Glendora Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.022323
-117.953259
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,221
Year:2 Subsection: 9A
Ramp ID: R-014
Street: Sotro St
Cross Street: Glendora Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.020392
-117.954163
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,221
Year:2 Subsection: 9A
SOTRO ST PAGE CURB RAMPS
969 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-008
Street: Sotro St
Cross Street: N/a
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.022828
-117.954329
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,221
Year:2 Subsection: 9A
Ramp ID: R-010
Street: Sotro St
Cross Street: Stafford St
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.022525
-117.954942
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,221
Year:2 Subsection: 9A
Street: Stafford St Cost Estimate Total: $20,100
Ramp ID: R-003
Street: Stafford St
Cross Street: N Hacienda Blvd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.023299
-117.957272
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,221
Year:2 Subsection: 9A
STAFFORD ST PAGE CURB RAMPS
970 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-004
Street: Stafford St
Cross Street: N Hacienda Blvd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.023299
-117.957272
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,221
Year:2 Subsection: 9A
Ramp ID: R-011
Street: Stafford St
Cross Street: Sotro St
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.022271
-117.954858
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,221
Year:2 Subsection: 9A
Ramp ID: R-001
Street: Stafford St
Cross Street: N Hacienda Blvd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.023821
-117.957308
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1b Cost with GC (30%): $4,020
Year:3 Subsection: 9B
STAFFORD ST PAGE CURB RAMPS
971 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-002
Street: Stafford St
Cross Street: N Hacienda Blvd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.023299
-117.957272
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1b Cost with GC (30%): $4,221
Year:3 Subsection: 9B
Street: Stoner Creek Rd Cost Estimate Total: $12,060
Ramp ID: R-157
Street: Stoner Creek Rd
Cross Street: Colima Rd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
+33.989775
-117.913946
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:3c Cost with GC (30%): $4,886
Year:3 Subsection: 2C
Ramp ID: R-140
Street: Stoner Creek Rd
Cross Street: Keystone St
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.990811
-117.913726
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $4,886
Year:4 Subsection: 5A
STONER CREEK RD PAGE CURB RAMPS
972 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-145
Street: Stoner Creek Rd
Cross Street: Keystone St
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
33.991561
-117.913688
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:7a Cost with GC (30%): $4,886
Year:4 Subsection: 5A
Street: Turnbull Canyon Rd Cost Estimate Total: $40,200 Ramp ID: R-208
Street: Turnbull Canyon Rd
Cross Street: Don Julian Rd
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.021745
-117.970249
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:1d Cost with GC (30%): $5,387
Year:3 Subsection: 9D
Ramp ID: R-209
Street: Turnbull Canyon Rd
Cross Street: Don Julian Rd
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.021511
-117.970196
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:1d Cost with GC (30%): $5,387
Year:3 Subsection: 9D
TURNBULL CANYON RD PAGE CURB RAMPS
973 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-169
Street: Turnbull Canyon Rd
Cross Street: Proctor Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.024351
-117.9674
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:1d Cost with GC (30%): $5,131
Year:3 Subsection: 9D
Ramp ID: R-201
Street: Turnbull Canyon Rd
Cross Street: Proctor Ave
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.024776
-117.966884
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:1d Cost with GC (30%): $5,387
Year:3 Subsection: 9D
Ramp ID: R-202
Street: Turnbull Canyon Rd
Cross Street: Proctor Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.02454
-117.967174
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:1d Cost with GC (30%): $5,387
Year:3 Subsection: 9D
TURNBULL CANYON RD PAGE CURB RAMPS
974 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-203
Street: Turnbull Canyon Rd
Cross Street: Proctor Ave
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.024599
-117.967673
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:1d Cost with GC (30%): $5,387
Year:3 Subsection: 9D
Ramp ID: R-215
Street: Turnbull Canyon Rd
Cross Street: Salt Lake Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.019967
-117.97178
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:1d Cost with GC (30%): $5,387
Year:3 Subsection: 9D
Ramp ID: R-241
Street: Turnbull Canyon Rd
Cross Street: Salt Lake Ave
Findings A 48x48 inch Level Landing is Not Provided
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.019943
-117.97066
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:1d Cost with GC (30%): $5,657
Year:3 Subsection: 9D
TURNBULL CANYON RD PAGE CURB RAMPS
975 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-210
Street: Turnbull Canyon Rd
Cross Street: Don Julian Rd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.021584
-117.970281
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:10c Cost with GC (30%): $5,387
Year:5 Subsection: 12C
Ramp ID: R-200
Street: Turnbull Canyon Rd
Cross Street: Proctor Ave
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.025041
-117.966644
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:10b Cost with GC (30%): $5,387
Year:5 Subsection: 12B
Street: Valley Blvd Cost Estimate Total: $45,660
Ramp ID: R-247
Street: Valley Blvd
Cross Street: S Stimson Ave
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.015475
-117.952772
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $5,657
Year:2 Subsection: 9A
VALLEY BLVD PAGE CURB RAMPS
976 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-246
Street: Valley Blvd
Cross Street: S Stimson Ave
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.015576
-117.95309
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $5,657
Year:2 Subsection: 9A
Ramp ID: R-089
Street: Valley Blvd
Cross Street: Russell St
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.018969
-117.956962
GPS:
Priority:2 Estimated Direct Cost: $360
Precedence:1a Cost with GC (30%): $417
Year:2 Subsection: 9A
Ramp ID: R-018
Street: Valley Blvd
Cross Street: Russell St
The Running Slope Exceeds 8.33 % Grade
A 48x48 inch Level Landing is Not Provided
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.0196
-117.956297
GPS:
Priority:1 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,221
Year:2 Subsection: 9A
VALLEY BLVD PAGE CURB RAMPS
977 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-047
Street: Valley Blvd
Cross Street: S Hacienda Blvd
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.019886
-117.958331
GPS:
Priority:2 Estimated Direct Cost: $360
Precedence:1a Cost with GC (30%): $397
Year:2 Subsection: 9A
Ramp ID: R-070
Street: Valley Blvd
Cross Street: S Hacienda Blvd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.019559
-117.958256
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,432
Year:2 Subsection: 9A
Ramp ID: R-107
Street: Valley Blvd
Cross Street: Wilson Way
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.017829
-117.956029
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:1a Cost with GC (30%): $4,654
Year:2 Subsection: 9A
VALLEY BLVD PAGE CURB RAMPS
978 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-104
Street: Valley Blvd
Cross Street: Wilson Way
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.017909
-117.956052
GPS:
Priority:2 Estimated Direct Cost: $360
Precedence:1a Cost with GC (30%): $417
Year:2 Subsection: 9A
Ramp ID: R-245
Street: Valley Blvd
Cross Street: S Stimson Ave
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.015797
-117.952992
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:5a Cost with GC (30%): $5,657
Year:3 Subsection: 8A
Ramp ID: R-052
Street: Valley Blvd
Cross Street: S Hacienda Blvd
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.01985
-117.958345
GPS:
Priority:2 Estimated Direct Cost: $360
Precedence:1c Cost with GC (30%): $397
Year:3 Subsection: 9C
VALLEY BLVD PAGE CURB RAMPS
979 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-312
Street: Valley Blvd
Cross Street: Faure Ave
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.030066
-117.829589
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6a Cost with GC (30%): $6,236
Year:4 Subsection: 1A
Ramp ID: R-313
Street: Valley Blvd
Cross Street: Faure Ave
Findings The Cross Slope Exceeds 2.0 % Grade
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.030066
-117.829589
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6a Cost with GC (30%): $6,236
Year:4 Subsection: 1A
Ramp ID: R-302
Street: Valley Blvd
Cross Street: Marketplace east
Findings A 48x48 inch Level Landing is Not Provided
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.028156
-117.833738
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6a Cost with GC (30%): $6,236
Year:4 Subsection: 1A
VALLEY BLVD PAGE CURB RAMPS
980 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-295
Street: Valley Blvd
Cross Street: N. Grand Ave
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.026418
-117.834796
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6c Cost with GC (30%): $6,236
Year:4 Subsection: 1C
Ramp ID: R-294
Street: Valley Blvd
Cross Street: S. Grand ave
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.026987
-117.835654
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6c Cost with GC (30%): $5,939
Year:4 Subsection: 1C
Street: Waddingham Way Cost Estimate Total: $4,020
Ramp ID: R-296
Street: Waddingham Way
Cross Street: Ferrero Pkwy
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.020101
-117.832706
GPS:
Priority:4 Estimated Direct Cost: $4,020
Precedence:6d Cost with GC (30%): $6,236
Year:4 Subsection: 1D
WADDINGHAM WAY PAGE CURB RAMPS
981 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Street: Workman Mill Rd Cost Estimate Total: $16,080
Ramp ID: R-061
Street: Workman Mill Rd
Cross Street: Crossroads Pkwy
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.029009
-118.025728
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:11c Cost with GC (30%): $4,432
Year:5 Subsection: 13C
Ramp ID: R-060
Street: Workman Mill Rd
Cross Street: Crossroads Pkwy
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.029057
-118.025751
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:11c Cost with GC (30%): $4,432
Year:5 Subsection: 13C
Ramp ID: R-065
Street: Workman Mill Rd
Cross Street: Crossroads Pkwy
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.029223
-118.025753
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:11c Cost with GC (30%): $4,432
Year:5 Subsection: 13C
WORKMAN MILL RD PAGE CURB RAMPS
982 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-031
Street: Workman Mill Rd
Cross Street: Workman Mill Rd
The Running Slope Exceeds 8.33 % Grade
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
The Ramp Transitions are Not Flush
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.028682
-118.026067
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:11c Cost with GC (30%): $4,221
Year:5 Subsection: 13C
Street: Workman Temple Cost Estimate Total: $12,420
Ramp ID: R-164
Street: Workman Temple
Cross Street: Workman Temple
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.017601
-117.963355
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:8c Cost with GC (30%): $4,886
Year:4 Subsection: 10C
Ramp ID: R-142
Street: Workman Temple
Cross Street: Workman Temple
The Cross Slope Exceeds 2.0 % Grade
A 48x48 inch Level Landing is Not Provided
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp. Ensure a level landing of minimum 48x48 inches is provided.
Recomendation
34.018996
-117.962579
GPS:
Priority:2 Estimated Direct Cost: $4,020
Precedence:8c Cost with GC (30%): $4,886
Year:4 Subsection: 10C
WORKMAN TEMPLE PAGE CURB RAMPS
983 Submittal: November 1, 2024
Curb Ramp ADA Assessment - Photo Report
City of Industry
Ramp ID: R-162
Street: Workman Temple
Cross Street: Workman Temple
The Cross Slope Exceeds 2.0 % Grade
The Gutter Slope Exceeds 5.0 % Grade
Findings
Demolish and dispose of existing ramp and materials. Replace with ADA compliant curb ramp.
Recomendation
34.018149
-117.965505
GPS:
Priority:3 Estimated Direct Cost: $4,020
Precedence:8c Cost with GC (30%): $4,886
Year:4 Subsection: 10C
Ramp ID: R-159
Street: Workman Temple
Cross Street: Workman Temple
Findings The Gutter Slope Exceeds 5.0 % Grade
Demolish and dispose of existing gutter and materials. Re-level the gutter and replace for the entire width of the ramp.
Recomendation
34.018743
-117.965898
GPS:
Priority:3 Estimated Direct Cost: $360
Precedence:8c Cost with GC (30%): $438
Year:4 Subsection: 10C
WORKMAN TEMPLE PAGE CURB RAMPS
984 Submittal: November 1, 2024
CITY OF INDUSTRY ADA SELF-EVALUATION/TRANSITION PLAN
APPENDIX N-3: SIGNALIZED INTERSECTIONS
985
PAGE
Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Total Transit South Cost Estimate Summary Table:
Year 1
Year 2
Total
Estimated
Costs
Estimated
Cost with GC (30%)
$0
$101,700
$1,005,750
$0
$132,210
$1,307,475
Year 3 $306,900 $398,970
Year 4 $290,700 $377,910
Year 5 $306,450 $398,385
Street: Amar Rd Cost Estimate Total: $21,600
Intersection ID: SI-083
Street: Amar Rd
Findings:
Recommendations:
Cross Street: Baldwin Park Bl GPS Coordinates: 34.061079 -117.987901 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
Intersection ID: SI-084
Street: Amar Rd
Findings:
Recommendations:
Cross Street: Baldwin Park Bl GPS Coordinates: 34.061116 -117.987999 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
AMAR RD PAGE SIGNALIZED INTERSECTIONS
986 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-085
Street: Amar Rd
Findings:
Recommendations:
Cross Street: Baldwin Park Bl GPS Coordinates: 34.061116 -117.987999 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
Intersection ID: SI-086
Street: Amar Rd
Findings:
Recommendations:
Cross Street: Baldwin Park Bl GPS Coordinates: 34.061116 -117.987999 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
AMAR RD PAGE SIGNALIZED INTERSECTIONS
987 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Anaheim-Puente Rd Cost Estimate Total: $5,400
Intersection ID: SI-053
Street: Anaheim-Puente Rd
Findings:
Recommendations:
Cross Street: Azusa Ave GPS Coordinates: 34.00616 -117.929719 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 02a Cost with GC (30%): $7,020
Year: 3 Subsection: 7A
Street: Azusa Ave Cost Estimate Total: $10,800
Intersection ID: SI-066
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Puente Hills Mall GPS Coordinates: 33.995676 -117.931074 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 3 Estimated Direct Cost: $5,400
Precedence: 04d Cost with GC (30%): $7,020
Year: 3 Subsection: 6D
AZUSA AVE PAGE SIGNALIZED INTERSECTIONS
988 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-067
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Puente Hills Mall GPS Coordinates: 33.995887 -117.93105 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 3 Estimated Direct Cost: $5,400
Precedence: 04d Cost with GC (30%): $7,020
Year: 3 Subsection: 6D
Street: Azusa Ave Cost Estimate Total: $118,800
Intersection ID: SI-124
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Main St/Salais St GPS Coordinates: 34.01275 -117.923171 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 02b Cost with GC (30%): $7,020
Year: 3 Subsection: 7B
AZUSA AVE PAGE SIGNALIZED INTERSECTIONS
989 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-034
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Gemini St GPS Coordinates: 34.018685 -117.92009 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 02c Cost with GC (30%): $7,020
Year: 3 Subsection: 7C
Intersection ID: SI-049
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Industry Hills Pkwy GPS Coordinates: 34.017248 -117.920843 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 02c Cost with GC (30%): $7,020
Year: 3 Subsection: 7C
Intersection ID: SI-050
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Industry Hills Pkwy GPS Coordinates: 34.017248 -117.920843 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 02c Cost with GC (30%): $7,020
Year: 3 Subsection: 7C
AZUSA AVE PAGE SIGNALIZED INTERSECTIONS
990 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-051
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Industry Hills Pkwy GPS Coordinates: 34.017248 -117.920843 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 02c Cost with GC (30%): $7,020
Year: 3 Subsection: 7C
Intersection ID: SI-193
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Hurley St GPS Coordinates: -117.92383 34.01128 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 02b Cost with GC (30%): $7,020
Year: 3 Subsection: 7B
Intersection ID: SI-194
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Hurley St GPS Coordinates: -117.92383 34.01128 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 02b Cost with GC (30%): $7,020
Year: 3 Subsection: 7B
AZUSA AVE PAGE SIGNALIZED INTERSECTIONS
991 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-195
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Hurley St GPS Coordinates: -117.92383 34.01128 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 02b Cost with GC (30%): $7,020
Year: 3 Subsection: 7B
Intersection ID: SI-187
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Anaheim Puente
Rd/Forever way
GPS Coordinates: -117.92967 34.00599
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 04a Cost with GC (30%): $7,020
Year: 3 Subsection: 6A
Intersection ID: SI-188
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Anaheim Puente
Rd/Forever Way
GPS Coordinates: -117.92967 34.00599
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 04a Cost with GC (30%): $7,020
Year: 3 Subsection: 6A
AZUSA AVE PAGE SIGNALIZED INTERSECTIONS
992 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-189
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Anaheim Puente
Rd/Forever Way
GPS Coordinates: -117.92967 34.00599
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 04a Cost with GC (30%): $7,020
Year: 3 Subsection: 6A
Intersection ID: SI-190
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Anaheim Puente
Rd/Forever Way
GPS Coordinates: -117.92967 34.00599
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 02a Cost with GC (30%): $7,020
Year: 3 Subsection: 7A
Intersection ID: SI-191
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Anaheim Puente
Rd/Forever Way
GPS Coordinates: -117.92967 34.00599
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 02a Cost with GC (30%): $7,020
Year: 3 Subsection: 7A
AZUSA AVE PAGE SIGNALIZED INTERSECTIONS
993 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-192
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Anaheim Puente
Rd/Forever Way
GPS Coordinates: -117.92967 34.00599
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 02a Cost with GC (30%): $7,020
Year: 3 Subsection: 7A
Intersection ID: SI-181
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Railroad St GPS Coordinates: -117.93039 34.00389 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 04a Cost with GC (30%): $7,020
Year: 3 Subsection: 6A
Intersection ID: SI-182
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Railroad St GPS Coordinates: -117.93039 34.00389 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 04a Cost with GC (30%): $7,020
Year: 3 Subsection: 6A
AZUSA AVE PAGE SIGNALIZED INTERSECTIONS
994 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-183
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Railroad St GPS Coordinates: -117.93039 34.00389 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 04a Cost with GC (30%): $7,020
Year: 3 Subsection: 6A
Intersection ID: SI-184
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Railroad St GPS Coordinates: -117.93039 34.00389 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 04a Cost with GC (30%): $7,020
Year: 3 Subsection: 6A
Intersection ID: SI-185
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Railroad St GPS Coordinates: -117.93039 34.00389 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 02a Cost with GC (30%): $7,020
Year: 3 Subsection: 7A
AZUSA AVE PAGE SIGNALIZED INTERSECTIONS
995 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-186
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Railroad St GPS Coordinates: -117.93039 34.00389 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 02a Cost with GC (30%): $7,020
Year: 3 Subsection: 7A
Intersection ID: SI-054
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Pomona Frwy Ramps GPS Coordinates: 33.998029 -117.930859 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 04d Cost with GC (30%): $7,020
Year: 3 Subsection: 6D
Intersection ID: SI-052
Street: Azusa Ave
Findings:
Recommendations:
Cross Street: Pomona Frwy Ramps GPS Coordinates: 33.998195 -117.930783 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 04d Cost with GC (30%): $7,020
Year: 3 Subsection: 6D
AZUSA AVE PAGE SIGNALIZED INTERSECTIONS
996 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Baker Pkwy Cost Estimate Total: $10,800
Intersection ID: SI-142
Street: Baker Pkwy
Findings:
Recommendations:
Cross Street: Grand Ave GPS Coordinates: 34.020634 -117.827558 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 06d Cost with GC (30%): $7,020
Year: 3 Subsection: 1D
Intersection ID: SI-143
Street: Baker Pkwy
Findings:
Recommendations:
Cross Street: Grand Ave GPS Coordinates: 34.020634 -117.827558 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 06d Cost with GC (30%): $7,020
Year: 3 Subsection: 1D
BAKER PKWY PAGE SIGNALIZED INTERSECTIONS
997 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Crossroads Pkwy Cost Estimate Total: $10,800
Intersection ID: SI-104
Street: Crossroads Pkwy
Findings:
Recommendations:
Cross Street: Puente Hills Landfill GPS Coordinates: 34.02774 -118.016254 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11b Cost with GC (30%): $7,020
Year: 5 Subsection: 13B
Intersection ID: SI-100
Street: Crossroads Pkwy
Findings:
Recommendations:
Cross Street: 60 East Frwy Exit Ramp GPS Coordinates: 34.028456 -118.013525 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11b Cost with GC (30%): $7,020
Year: 5 Subsection: 13B
CROSSROADS PKWY PAGE SIGNALIZED INTERSECTIONS
998 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Crossroads Pkwy Cost Estimate Total: $5,400
Intersection ID: SI-099
Street: Crossroads Pkwy
Findings:
Recommendations:
Cross Street: 60 East Frwy Exit Ramp GPS Coordinates: 34.028522 -118.013428 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11b Cost with GC (30%): $7,020
Year: 5 Subsection: 13B
Street: Crossroads Pkwy S Cost Estimate Total: $68,400
Intersection ID: SI-087
Street: Crossroads Pkwy S
Findings:
Recommendations:
Cross Street: Crossroads Campus GPS Coordinates: 34.03099 -118.011508 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11c Cost with GC (30%): $7,020
Year: 5 Subsection: 13C
CROSSROADS PKWY S PAGE SIGNALIZED INTERSECTIONS
999 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-088
Street: Crossroads Pkwy S
Findings:
Recommendations:
Cross Street: Crossroads Campus GPS Coordinates: 34.03099 -118.011508 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11c Cost with GC (30%): $7,020
Year: 5 Subsection: 13C
Intersection ID: SI-089
Street: Crossroads Pkwy S
Findings:
Recommendations:
Cross Street: Crossroads Campus GPS Coordinates: 34.03099 -118.011508 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11c Cost with GC (30%): $7,020
Year: 5 Subsection: 13C
Intersection ID: SI-107
Street: Crossroads Pkwy S
Findings:
Recommendations:
Cross Street: Crossroads Campus GPS Coordinates: 34.03099 -118.011508 Compliant audible signals are not provided at the
signalized intersection.
Replace/install audible signals at intersection crosswalks. Where pedestrian signals are provided at pedestrian street crossings, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $4,500
Precedence: 11c Cost with GC (30%): $5,850
Year: 5 Subsection: 13C
CROSSROADS PKWY S PAGE SIGNALIZED INTERSECTIONS
1000 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-108
Street: Crossroads Pkwy S
Findings:
Recommendations:
Cross Street: Crossroads Campus GPS Coordinates: 34.03099 -118.011508 Compliant audible signals are not provided at the
signalized intersection.
Replace/install audible signals at intersection crosswalks. Where pedestrian signals are provided at pedestrian street crossings, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $4,500
Precedence: 11c Cost with GC (30%): $5,850
Year: 5 Subsection: 13C
Intersection ID: SI-090
Street: Crossroads Pkwy S
Findings:
Recommendations:
Cross Street: Crossroads Campus GPS Coordinates: 34.03099 -118.011508 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11c Cost with GC (30%): $7,020
Year: 5 Subsection: 13C
Intersection ID: SI-103
Street: Crossroads Pkwy S
Findings:
Recommendations:
Cross Street: Puente Hills Landfill GPS Coordinates: 34.027934 -118.016151 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11b Cost with GC (30%): $7,020
Year: 5 Subsection: 13B
CROSSROADS PKWY S PAGE SIGNALIZED INTERSECTIONS
1001 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-102
Street: Crossroads Pkwy S
Findings:
Recommendations:
Cross Street: Puente Hills Landfill GPS Coordinates: 34.028002 -118.016079 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11b Cost with GC (30%): $7,020
Year: 5 Subsection: 13B
Intersection ID: SI-101
Street: Crossroads Pkwy S
Findings:
Recommendations:
Cross Street: Puente Hills Landfill GPS Coordinates: 34.027973 -118.015875 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11b Cost with GC (30%): $7,020
Year: 5 Subsection: 13B
Intersection ID: SI-091
Street: Crossroads Pkwy S
Findings:
Recommendations:
Cross Street: Crossroads Pkwy N GPS Coordinates: 34.03099 -118.011508 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11b Cost with GC (30%): $7,020
Year: 5 Subsection: 13B
CROSSROADS PKWY S PAGE SIGNALIZED INTERSECTIONS
1002 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-092
Street: Crossroads Pkwy S
Findings:
Recommendations:
Cross Street: Crossroads Pkwy N GPS Coordinates: 34.03099 -118.011508 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11b Cost with GC (30%): $7,020
Year: 5 Subsection: 13B
Intersection ID: SI-093
Street: Crossroads Pkwy S
Findings:
Recommendations:
Cross Street: Crossroads Pkwy N GPS Coordinates: 34.03099 -118.011508 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11b Cost with GC (30%): $7,020
Year: 5 Subsection: 13B
Intersection ID: SI-094
Street: Crossroads Pkwy S
Findings:
Recommendations:
Cross Street: Crossroads Pkwy N GPS Coordinates: 34.03099 -118.011508 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11b Cost with GC (30%): $7,020
Year: 5 Subsection: 13B
CROSSROADS PKWY S PAGE SIGNALIZED INTERSECTIONS
1003 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Don Julian Rd Cost Estimate Total: $43,200
Intersection ID: SI-018
Street: Don Julian Rd
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.029114 -117.980336 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10c Cost with GC (30%): $7,020
Year: 4 Subsection: 12C
Intersection ID: SI-019
Street: Don Julian Rd
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.029114 -117.980336 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10c Cost with GC (30%): $7,020
Year: 4 Subsection: 12C
DON JULIAN RD PAGE SIGNALIZED INTERSECTIONS
1004 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-020
Street: Don Julian Rd
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.029114 -117.980336 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10c Cost with GC (30%): $7,020
Year: 4 Subsection: 12C
Intersection ID: SI-021
Street: Don Julian Rd
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.029114 -117.980336 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10c Cost with GC (30%): $7,020
Year: 4 Subsection: 12C
Intersection ID: SI-022
Street: Don Julian Rd
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.029114 -117.980336 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10c Cost with GC (30%): $7,020
Year: 4 Subsection: 12C
DON JULIAN RD PAGE SIGNALIZED INTERSECTIONS
1005 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-023
Street: Don Julian Rd
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.029114 -117.980336 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10c Cost with GC (30%): $7,020
Year: 4 Subsection: 12C
Intersection ID: SI-024
Street: Don Julian Rd
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.029114 -117.980336 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10c Cost with GC (30%): $7,020
Year: 4 Subsection: 12C
Intersection ID: SI-025
Street: Don Julian Rd
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.029114 -117.980336 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10c Cost with GC (30%): $7,020
Year: 4 Subsection: 12C
DON JULIAN RD PAGE SIGNALIZED INTERSECTIONS
1006 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Fullerton Rd Cost Estimate Total: $43,200
Intersection ID: SI-134
Street: Fullerton Rd
Findings:
Recommendations:
Cross Street: Arenth Ave GPS Coordinates: 34.003283 -117.904008 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 13b Cost with GC (30%): $7,020
Year: 5 Subsection: 4B
Intersection ID: SI-135
Street: Fullerton Rd
Findings:
Recommendations:
Cross Street: Arenth Ave GPS Coordinates: 34.003283 -117.904008 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 13b Cost with GC (30%): $7,020
Year: 5 Subsection: 4B
FULLERTON RD PAGE SIGNALIZED INTERSECTIONS
1007 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-136
Street: Fullerton Rd
Findings:
Recommendations:
Cross Street: Arenth Ave GPS Coordinates: 34.003283 -117.904008 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 13b Cost with GC (30%): $7,020
Year: 5 Subsection: 4B
Intersection ID: SI-137
Street: Fullerton Rd
Findings:
Recommendations:
Cross Street: Arenth Ave GPS Coordinates: 34.003283 -117.904008 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 13b Cost with GC (30%): $7,020
Year: 5 Subsection: 4B
Intersection ID: SI-138
Street: Fullerton Rd
Findings:
Recommendations:
Cross Street: Arenth Ave GPS Coordinates: 34.003283 -117.904008 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 13c Cost with GC (30%): $7,020
Year: 5 Subsection: 4C
FULLERTON RD PAGE SIGNALIZED INTERSECTIONS
1008 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-139
Street: Fullerton Rd
Findings:
Recommendations:
Cross Street: Arenth Ave GPS Coordinates: 34.003283 -117.904008 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 13c Cost with GC (30%): $7,020
Year: 5 Subsection: 4C
Intersection ID: SI-140
Street: Fullerton Rd
Findings:
Recommendations:
Cross Street: Arenth Ave GPS Coordinates: 34.003283 -117.904008 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 13c Cost with GC (30%): $7,020
Year: 5 Subsection: 4C
Intersection ID: SI-141
Street: Fullerton Rd
Findings:
Recommendations:
Cross Street: Arenth Ave GPS Coordinates: 34.003283 -117.904008 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 13c Cost with GC (30%): $7,020
Year: 5 Subsection: 4C
FULLERTON RD PAGE SIGNALIZED INTERSECTIONS
1009 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Gale Ave Cost Estimate Total: $32,400
Intersection ID: SI-061
Street: Gale Ave
Findings:
Recommendations:
Cross Street: Plaza Dr GPS Coordinates: 33.995661 -117.906769 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 3 Estimated Direct Cost: $5,400
Precedence: 07a Cost with GC (30%): $7,020
Year: 3 Subsection: 5A
Intersection ID: SI-060
Street: Gale Ave
Findings:
Recommendations:
Cross Street: Plaza Dr GPS Coordinates: 33.995527 -117.906864 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 3 Estimated Direct Cost: $5,400
Precedence: 07a Cost with GC (30%): $7,020
Year: 3 Subsection: 5A
GALE AVE PAGE SIGNALIZED INTERSECTIONS
1010 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-062
Street: Gale Ave
Findings:
Recommendations:
Cross Street: Plaza Dr GPS Coordinates: 33.99537 -117.906645 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 3 Estimated Direct Cost: $5,400
Precedence: 07a Cost with GC (30%): $7,020
Year: 3 Subsection: 5A
Intersection ID: SI-063
Street: Gale Ave
Findings:
Recommendations:
Cross Street: Plaza Dr GPS Coordinates: 33.99537 -117.906645 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 3 Estimated Direct Cost: $5,400
Precedence: 07a Cost with GC (30%): $7,020
Year: 3 Subsection: 5A
Intersection ID: SI-064
Street: Gale Ave
Findings:
Recommendations:
Cross Street: Plaza Dr GPS Coordinates: 33.995527 -117.906564 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 3 Estimated Direct Cost: $5,400
Precedence: 07a Cost with GC (30%): $7,020
Year: 3 Subsection: 5A
GALE AVE PAGE SIGNALIZED INTERSECTIONS
1011 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-065
Street: Gale Ave
Findings:
Recommendations:
Cross Street: Plaza Dr GPS Coordinates: 33.99549 -117.906527 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 3 Estimated Direct Cost: $5,400
Precedence: 07a Cost with GC (30%): $7,020
Year: 3 Subsection: 5A
Street: Grand Ave Cost Estimate Total: $4,500
Intersection ID: SI-200
Street: Grand Ave
Findings:
Recommendations:
Cross Street: Pomona Frwy on/off
ramps & Grand crossing
GPS Coordinates: 34.012286 -117.824048
Compliant audible signals are not provided at the
signalized intersection.
Replace/install audible signals at intersection crosswalks. Where pedestrian signals are provided at pedestrian street crossings, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $4,500
Precedence: 06d Cost with GC (30%): $5,850
Year: 3 Subsection: 1D
GRAND AVE PAGE SIGNALIZED INTERSECTIONS
1012 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Grande Ave Cost Estimate Total: $5,400
Intersection ID: SI-144
Street: Grande Ave
Findings:
Recommendations:
Cross Street: Pomona Frwy on/off
ramps & Grand crossing
GPS Coordinates: 34.012074 -117.824013
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 06d Cost with GC (30%): $7,020
Year: 3 Subsection: 1D
Street: Hacienda Blvd Cost Estimate Total: $21,600
Intersection ID: SI-008
Street: Hacienda Blvd
Findings:
Recommendations:
Cross Street: Nelson Ave GPS Coordinates: 34.026239 -117.957563 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 1 Estimated Direct Cost: $5,400
Precedence: 01b Cost with GC (30%): $7,020
Year: 2 Subsection: 9B
HACIENDA BLVD PAGE SIGNALIZED INTERSECTIONS
1013 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-009
Street: Hacienda Blvd
Findings:
Recommendations:
Cross Street: Nelson Ave GPS Coordinates: 34.026239 -117.957563 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 1 Estimated Direct Cost: $5,400
Precedence: 01b Cost with GC (30%): $7,020
Year: 2 Subsection: 9B
Intersection ID: SI-010
Street: Hacienda Blvd
Findings:
Recommendations:
Cross Street: Nelson Ave GPS Coordinates: 34.026239 -117.957563 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 1 Estimated Direct Cost: $5,400
Precedence: 01b Cost with GC (30%): $7,020
Year: 2 Subsection: 9B
Intersection ID: SI-011
Street: Hacienda Blvd
Findings:
Recommendations:
Cross Street: Nelson Ave GPS Coordinates: 34.026239 -117.957563 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 1 Estimated Direct Cost: $5,400
Precedence: 01b Cost with GC (30%): $7,020
Year: 2 Subsection: 9B
HACIENDA BLVD PAGE SIGNALIZED INTERSECTIONS
1014 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Hurley St Cost Estimate Total: $21,600
Intersection ID: SI-196
Street: Hurley St
Findings:
Recommendations:
Cross Street: Valley Blvd GPS Coordinates: -117.92168 34.0084301 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 04a Cost with GC (30%): $7,020
Year: 3 Subsection: 6A
Intersection ID: SI-197
Street: Hurley St
Findings:
Recommendations:
Cross Street: Valley Blvd GPS Coordinates: -117.92168 34.0084301 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 04a Cost with GC (30%): $7,020
Year: 3 Subsection: 6A
HURLEY ST PAGE SIGNALIZED INTERSECTIONS
1015 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-198
Street: Hurley St
Findings:
Recommendations:
Cross Street: Valley Blvd GPS Coordinates: -117.92168 34.0084301 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 04a Cost with GC (30%): $7,020
Year: 3 Subsection: 6A
Intersection ID: SI-199
Street: Hurley St
Findings:
Recommendations:
Cross Street: Valley Blvd GPS Coordinates: -117.92168 34.0084301 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 04a Cost with GC (30%): $7,020
Year: 3 Subsection: 6A
HURLEY ST PAGE SIGNALIZED INTERSECTIONS
1016 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Nelson Ave Cost Estimate Total: $32,400
Intersection ID: SI-178
Street: Nelson Ave
Findings:
Recommendations:
Cross Street: Sunset Ave GPS Coordinates: -117.97206 34.0369 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09c Cost with GC (30%): $7,020
Year: 4 Subsection: 11C
Intersection ID: SI-179
Street: Nelson Ave
Findings:
Recommendations:
Cross Street: Sunset Ave GPS Coordinates: -117.97206 34.0369 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09c Cost with GC (30%): $7,020
Year: 4 Subsection: 11C
NELSON AVE PAGE SIGNALIZED INTERSECTIONS
1017 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-180
Street: Nelson Ave
Findings:
Recommendations:
Cross Street: Sunset Ave GPS Coordinates: -117.97206 34.0369 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09c Cost with GC (30%): $7,020
Year: 4 Subsection: 11C
Intersection ID: SI-173
Street: Nelson Ave
Findings:
Recommendations:
Cross Street: Orange Ave GPS Coordinates: -117.97681 34.04041 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
Intersection ID: SI-174
Street: Nelson Ave
Findings:
Recommendations:
Cross Street: Orange Ave GPS Coordinates: -117.97681 34.04041 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
NELSON AVE PAGE SIGNALIZED INTERSECTIONS
1018 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-057
Street: Nelson Ave
Findings:
Recommendations:
Cross Street: Puente Ave GPS Coordinates: 34.046651 -117.98558 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
Street: Nelson Ave Cost Estimate Total: $32,400
Intersection ID: SI-177
Street: Nelson Ave
Findings:
Recommendations:
Cross Street: Sunset Ave GPS Coordinates: -117.97206 34.0369 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09c Cost with GC (30%): $7,020
Year: 4 Subsection: 11C
NELSON AVE PAGE SIGNALIZED INTERSECTIONS
1019 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-175
Street: Nelson Ave
Findings:
Recommendations:
Cross Street: Orange Ave GPS Coordinates: -117.97681 34.04041 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09c Cost with GC (30%): $7,020
Year: 4 Subsection: 11C
Intersection ID: SI-176
Street: Nelson Ave
Findings:
Recommendations:
Cross Street: Orange Ave GPS Coordinates: -117.97681 34.04041 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09c Cost with GC (30%): $7,020
Year: 4 Subsection: 11C
Intersection ID: SI-171
Street: Nelson Ave
Findings:
Recommendations:
Cross Street: Puente Ave GPS Coordinates: -117.98557 34.0467 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
NELSON AVE PAGE SIGNALIZED INTERSECTIONS
1020 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-172
Street: Nelson Ave
Findings:
Recommendations:
Cross Street: Puente Ave GPS Coordinates: -117.98557 34.0467 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
Intersection ID: SI-068
Street: Nelson Ave
Findings:
Recommendations:
Cross Street: California Ave GPS Coordinates: 34.029934 -117.967184 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09b Cost with GC (30%): $7,020
Year: 4 Subsection: 11B
NELSON AVE PAGE SIGNALIZED INTERSECTIONS
1021 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Peck rd Cost Estimate Total: $36,150
Intersection ID: SI-154
Street: Peck rd
Findings:
Recommendations:
Cross Street: Pellissier Pl GPS Coordinates: -118.03787 34.0252201 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11d Cost with GC (30%): $7,020
Year: 5 Subsection: 13D
Intersection ID: SI-155
Street: Peck Rd
Findings:
Recommendations:
Cross Street: Pellissier Pl GPS Coordinates: -118.03787 34.0252201 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11d Cost with GC (30%): $7,020
Year: 5 Subsection: 13D
PECK RD PAGE SIGNALIZED INTERSECTIONS
1022 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-156
Street: Peck Rd
Findings:
Recommendations:
Cross Street: Pellissier Pl GPS Coordinates: -118.03787 34.0252201 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11d Cost with GC (30%): $7,020
Year: 5 Subsection: 13D
Intersection ID: SI-157
Street: Peck Rd
Findings:
Recommendations:
Cross Street: Pellissier Pl GPS Coordinates: -118.03787 34.0252201 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11d Cost with GC (30%): $7,020
Year: 5 Subsection: 13D
Intersection ID: SI-158
Street: Peck Rd
Findings:
Recommendations:
Cross Street: Pellissier Pl GPS Coordinates: -118.03787 34.0252201 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11d Cost with GC (30%): $7,020
Year: 5 Subsection: 13D
PECK RD PAGE SIGNALIZED INTERSECTIONS
1023 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-159
Street: Peck Rd
Findings:
Recommendations:
Cross Street: Pellissier Pl GPS Coordinates: -118.03787 34.0252201 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11d Cost with GC (30%): $7,020
Year: 5 Subsection: 13D
Intersection ID: SI-151
Street: Peck Rd
Findings:
Recommendations:
Cross Street: Rooks Rd GPS Coordinates: -118.03726 34.03014 Compliant pedestrian push buttons are not provided at the signalized intersection.
Replace push buttons at intersection crosswalks. Push buttons must be 2 inches minimum in diameter, require less than 5 pounds force to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15 inches AFF and maximum height of 48 inches AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5.
Priority: 4 Estimated Direct Cost: $1,250
Precedence: 11d Cost with GC (30%): $1,625
Year: 5 Subsection: 13D
Intersection ID: SI-152
Street: Peck Rd
Findings:
Recommendations:
Cross Street: Rooks Rd GPS Coordinates: -118.03726 34.03014 Compliant pedestrian push buttons are not provided at the signalized intersection.
Replace push buttons at intersection crosswalks. Push buttons must be 2 inches minimum in diameter, require less than 5 pounds force to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15 inches AFF and maximum height of 48 inches AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5.
Priority: 4 Estimated Direct Cost: $1,250
Precedence: 11d Cost with GC (30%): $1,625
Year: 5 Subsection: 13D
PECK RD PAGE SIGNALIZED INTERSECTIONS
1024 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-153
Street: Peck Rd
Findings:
Recommendations:
Cross Street: Rooks Rd GPS Coordinates: -118.03726 34.03014 Compliant pedestrian push buttons are not provided at the signalized intersection.
Replace push buttons at intersection crosswalks. Push buttons must be 2 inches minimum in diameter, require less than 5 pounds force to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15 inches AFF and maximum height of 48 inches AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5.
Priority: 4 Estimated Direct Cost: $1,250
Precedence: 11d Cost with GC (30%): $1,625
Year: 5 Subsection: 13D
Street: Pellissier Pl Cost Estimate Total: $10,800
Intersection ID: SI-160
Street: Pellissier Pl
Findings:
Recommendations:
Cross Street: 605 Frwy GPS Coordinates: -118.032698 34.0296968 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11d Cost with GC (30%): $7,020
Year: 5 Subsection: 13D
PELLISSIER PL PAGE SIGNALIZED INTERSECTIONS
1025 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-161
Street: Pellissier Pl
Findings:
Recommendations:
Cross Street: 605 Frwy GPS Coordinates: -118.032698 34.0296968 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11d Cost with GC (30%): $7,020
Year: 5 Subsection: 13D
Street: Proctor Ave Cost Estimate Total: $48,600
Intersection ID: SI-026
Street: Proctor Ave
Findings:
Recommendations:
Cross Street: 7th St GPS Coordinates: 34.032034 -117.977654 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10d Cost with GC (30%): $7,020
Year: 4 Subsection: 12D
PROCTOR AVE PAGE SIGNALIZED INTERSECTIONS
1026 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-027
Street: Proctor Ave
Findings:
Recommendations:
Cross Street: 7th St GPS Coordinates: 34.032034 -117.977654 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10d Cost with GC (30%): $7,020
Year: 4 Subsection: 12D
Intersection ID: SI-028
Street: Proctor Ave
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.032034 -117.977654 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10d Cost with GC (30%): $7,020
Year: 4 Subsection: 12D
Intersection ID: SI-029
Street: Proctor Ave
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.032034 -117.977654 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10d Cost with GC (30%): $7,020
Year: 4 Subsection: 12D
PROCTOR AVE PAGE SIGNALIZED INTERSECTIONS
1027 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-030
Street: Proctor Ave
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.032034 -117.977654 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10d Cost with GC (30%): $7,020
Year: 4 Subsection: 12D
Intersection ID: SI-031
Street: Proctor Ave
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.032034 -117.977654 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10d Cost with GC (30%): $7,020
Year: 4 Subsection: 12D
Intersection ID: SI-032
Street: Proctor Ave
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.032034 -117.977654 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10d Cost with GC (30%): $7,020
Year: 4 Subsection: 12D
PROCTOR AVE PAGE SIGNALIZED INTERSECTIONS
1028 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-033
Street: Proctor Ave
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.032034 -117.977654 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10d Cost with GC (30%): $7,020
Year: 4 Subsection: 12D
Intersection ID: SI-014
Street: Proctor Ave
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.031783 -117.977671 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10d Cost with GC (30%): $7,020
Year: 4 Subsection: 12D
PROCTOR AVE PAGE SIGNALIZED INTERSECTIONS
1029 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Railroad St/Rowland St Cost Estimate Total: $43,200 Intersection ID: SI-116
Street: Railroad St/Rowland St
Findings:
Recommendations:
Cross Street: S. Hatcher Ave/Railroad
St
GPS Coordinates: 34.001545 -117.923391
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 07d Cost with GC (30%): $7,020
Year: 3 Subsection: 5D
Intersection ID: SI-117
Street: Railroad St/Rowland St
Findings:
Recommendations:
Cross Street: S. Hatcher Ave/Railroad
St
GPS Coordinates: 34.001545 -117.923391
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 07d Cost with GC (30%): $7,020
Year: 3 Subsection: 5D
RAILROAD ST/ROWLAND ST PAGE SIGNALIZED INTERSECTIONS
1030 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-118
Street: Railroad St/Rowland St
Findings:
Recommendations:
Cross Street: S Hatcher Ave/Railroad
St
GPS Coordinates: 34.001545 -117.923391
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 07d Cost with GC (30%): $7,020
Year: 3 Subsection: 5D
Intersection ID: SI-119
Street: Railroad St/Rowland St
Findings:
Recommendations:
Cross Street: S. Hatcher Ave/Railroad
St
GPS Coordinates: 34.001545 -117.923391
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 07d Cost with GC (30%): $7,020
Year: 3 Subsection: 5D
Intersection ID: SI-120
Street: Railroad St/Rowland St
Findings:
Recommendations:
Cross Street: S. Hatcher Ave/Railroad
St
GPS Coordinates: 34.001545 -117.923391
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 07d Cost with GC (30%): $7,020
Year: 3 Subsection: 5D
RAILROAD ST/ROWLAND ST PAGE SIGNALIZED INTERSECTIONS
1031 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-121
Street: Railroad St/Rowland St
Findings:
Recommendations:
Cross Street: S. Hatcher Ave/Railroad
St
GPS Coordinates: 34.001545 -117.923391
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 07d Cost with GC (30%): $7,020
Year: 3 Subsection: 5D
Intersection ID: SI-122
Street: Railroad St/Rowland St
Findings:
Recommendations:
Cross Street: S. Hatcher Ave/Railroad
St
GPS Coordinates: 34.001545 -117.923391
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 07d Cost with GC (30%): $7,020
Year: 3 Subsection: 5D
Intersection ID: SI-123
Street: Railroad St/Rowland St
Findings:
Recommendations:
Cross Street: S. Hatcher Ave/Railroad
St
GPS Coordinates: 34.001545 -117.923391
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 07d Cost with GC (30%): $7,020
Year: 3 Subsection: 5D
RAILROAD ST/ROWLAND ST PAGE SIGNALIZED INTERSECTIONS
1032 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Rose Hill rd Cost Estimate Total: $7,500
Intersection ID: SI-145
Street: Rose Hill rd
Findings:
Recommendations:
Cross Street: Shepherd St GPS Coordinates: -118.05206 34.01742 Compliant pedestrian push buttons are not provided at the signalized intersection.
Replace push buttons at intersection crosswalks. Push buttons must be 2 inches minimum in diameter, require less than 5 pounds force to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15 inches AFF and maximum height of 48 inches AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5.
Priority: 4 Estimated Direct Cost: $1,250
Precedence: 11d Cost with GC (30%): $1,625
Year: 5 Subsection: 13D
Intersection ID: SI-146
Street: Rose Hill Rd
Findings:
Recommendations:
Cross Street: Shepherd St GPS Coordinates: -118.05206 34.01742 Compliant pedestrian push buttons are not provided at the signalized intersection.
Replace push buttons at intersection crosswalks. Push buttons must be 2 inches minimum in diameter, require less than 5 pounds force to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15 inches AFF and maximum height of 48 inches AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5.
Priority: 4 Estimated Direct Cost: $1,250
Precedence: 11d Cost with GC (30%): $1,625
Year: 5 Subsection: 13D
ROSE HILL RD PAGE SIGNALIZED INTERSECTIONS
1033 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-147
Street: Rose Hill Rd
Findings:
Recommendations:
Cross Street: Shepherd St GPS Coordinates: -118.05206 34.01742 Compliant pedestrian push buttons are not provided at the signalized intersection.
Replace push buttons at intersection crosswalks. Push buttons must be 2 inches minimum in diameter, require less than 5 pounds force to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15 inches AFF and maximum height of 48 inches AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5.
Priority: 4 Estimated Direct Cost: $1,250
Precedence: 11d Cost with GC (30%): $1,625
Year: 5 Subsection: 13D
Intersection ID: SI-148
Street: Rose Hill Rd
Findings:
Recommendations:
Cross Street: Shepherd St GPS Coordinates: -118.05206 34.01742 Compliant pedestrian push buttons are not provided at the signalized intersection.
Replace push buttons at intersection crosswalks. Push buttons must be 2 inches minimum in diameter, require less than 5 pounds force to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15 inches AFF and maximum height of 48 inches AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5.
Priority: 4 Estimated Direct Cost: $1,250
Precedence: 11d Cost with GC (30%): $1,625
Year: 5 Subsection: 13D
Intersection ID: SI-149
Street: Rose Hill Rd
Findings:
Recommendations:
Cross Street: Shepherd St GPS Coordinates: -118.05206 34.01742 Compliant pedestrian push buttons are not provided at the signalized intersection.
Replace push buttons at intersection crosswalks. Push buttons must be 2 inches minimum in diameter, require less than 5 pounds force to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15 inches AFF and maximum height of 48 inches AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5.
Priority: 4 Estimated Direct Cost: $1,250
Precedence: 11d Cost with GC (30%): $1,625
Year: 5 Subsection: 13D
ROSE HILL RD PAGE SIGNALIZED INTERSECTIONS
1034 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-150
Street: Rose Hill Rd
Findings:
Recommendations:
Cross Street: Shepherd St GPS Coordinates: -118.05206 34.01742 Compliant pedestrian push buttons are not provided at the signalized intersection.
Replace push buttons at intersection crosswalks. Push buttons must be 2 inches minimum in diameter, require less than 5 pounds force to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15 inches AFF and maximum height of 48 inches AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5.
Priority: 4 Estimated Direct Cost: $1,250
Precedence: 11d Cost with GC (30%): $1,625
Year: 5 Subsection: 13D
Street: Rowland St Cost Estimate Total: $43,200
Intersection ID: SI-126
Street: Rowland St
Findings:
Recommendations:
Cross Street: Lawson St GPS Coordinates: 34.001206 -117.911085 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 13d Cost with GC (30%): $7,020
Year: 5 Subsection: 4D
ROWLAND ST PAGE SIGNALIZED INTERSECTIONS
1035 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-127
Street: Rowland St
Findings:
Recommendations:
Cross Street: Lawson St GPS Coordinates: 34.001206 -117.911085 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 13d Cost with GC (30%): $7,020
Year: 5 Subsection: 4D
Intersection ID: SI-128
Street: Rowland St
Findings:
Recommendations:
Cross Street: Lawson St GPS Coordinates: 34.001206 -117.911085 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 13c Cost with GC (30%): $7,020
Year: 5 Subsection: 4C
Intersection ID: SI-129
Street: Rowland St
Findings:
Recommendations:
Cross Street: Lawson St GPS Coordinates: 34.001206 -117.911085 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 13c Cost with GC (30%): $7,020
Year: 5 Subsection: 4C
ROWLAND ST PAGE SIGNALIZED INTERSECTIONS
1036 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-130
Street: Rowland St
Findings:
Recommendations:
Cross Street: Lawson St GPS Coordinates: 34.001206 -117.911085 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 13c Cost with GC (30%): $7,020
Year: 5 Subsection: 4C
Intersection ID: SI-131
Street: Rowland St
Findings:
Recommendations:
Cross Street: Lawson St GPS Coordinates: 34.001206 -117.911085 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 13c Cost with GC (30%): $7,020
Year: 5 Subsection: 4C
Intersection ID: SI-132
Street: Rowland St
Findings:
Recommendations:
Cross Street: Lawson St GPS Coordinates: 34.001206 -117.911085 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 13d Cost with GC (30%): $7,020
Year: 5 Subsection: 4D
ROWLAND ST PAGE SIGNALIZED INTERSECTIONS
1037 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-133
Street: Rowland St
Findings:
Recommendations:
Cross Street: Lawson St GPS Coordinates: 34.001068 -117.910957 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 13d Cost with GC (30%): $7,020
Year: 5 Subsection: 4D
Street: Salt Lake Ave Cost Estimate Total: $5,400
Intersection ID: SI-043
Street: Salt Lake Ave
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.024625 -117.984766 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10a Cost with GC (30%): $7,020
Year: 4 Subsection: 12A
SALT LAKE AVE PAGE SIGNALIZED INTERSECTIONS
1038 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Salt Lake Ave Cost Estimate Total: $16,200
Intersection ID: SI-042
Street: Salt Lake Ave
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.024625 -117.984766 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10a Cost with GC (30%): $7,020
Year: 4 Subsection: 12A
Intersection ID: SI-044
Street: Salt Lake Ave
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.024625 -117.984766 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10a Cost with GC (30%): $7,020
Year: 4 Subsection: 12A
SALT LAKE AVE PAGE SIGNALIZED INTERSECTIONS
1039 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-039
Street: Salt Lake Ave
Findings:
Recommendations:
Cross Street: 7th Ave GPS Coordinates: 34.025371 -117.984025 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 10a Cost with GC (30%): $7,020
Year: 4 Subsection: 12A
Street: Stafford St Cost Estimate Total: $48,600
Intersection ID: SI-012
Street: Stafford St
Findings:
Recommendations:
Cross Street: Sotro St GPS Coordinates: 34.022217 -117.955226 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 1 Estimated Direct Cost: $5,400
Precedence: 01a Cost with GC (30%): $7,020
Year: 2 Subsection: 9A
STAFFORD ST PAGE SIGNALIZED INTERSECTIONS
1040 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-013
Street: Stafford St
Findings:
Recommendations:
Cross Street: Sotro St GPS Coordinates: 34.022217 -117.955226 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 1 Estimated Direct Cost: $5,400
Precedence: 01a Cost with GC (30%): $7,020
Year: 2 Subsection: 9A
Intersection ID: SI-001
Street: Stafford St
Findings:
Recommendations:
Cross Street: Hacienda Blvd GPS Coordinates: 34.023202 -117.95679 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 1 Estimated Direct Cost: $5,400
Precedence: 01a Cost with GC (30%): $7,020
Year: 2 Subsection: 9A
Intersection ID: SI-002
Street: Stafford St
Findings:
Recommendations:
Cross Street: Hacienda Blvd GPS Coordinates: 34.023202 -117.95679 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 1 Estimated Direct Cost: $5,400
Precedence: 01b Cost with GC (30%): $7,020
Year: 2 Subsection: 9B
STAFFORD ST PAGE SIGNALIZED INTERSECTIONS
1041 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-003
Street: Stafford St
Findings:
Recommendations:
Cross Street: Hacienda Blvd GPS Coordinates: 34.023202 -117.95679 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 1 Estimated Direct Cost: $5,400
Precedence: 01b Cost with GC (30%): $7,020
Year: 2 Subsection: 9B
Intersection ID: SI-004
Street: Stafford St
Findings:
Recommendations:
Cross Street: Hacienda Blvd GPS Coordinates: 34.023202 -117.95679 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 1 Estimated Direct Cost: $5,400
Precedence: 01b Cost with GC (30%): $7,020
Year: 2 Subsection: 9B
Intersection ID: SI-005
Street: Stafford St
Findings:
Recommendations:
Cross Street: Hacienda Blvd GPS Coordinates: 34.023202 -117.95679 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 1 Estimated Direct Cost: $5,400
Precedence: 01b Cost with GC (30%): $7,020
Year: 2 Subsection: 9B
STAFFORD ST PAGE SIGNALIZED INTERSECTIONS
1042 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-006
Street: Stafford St
Findings:
Recommendations:
Cross Street: Hacienda Blvd GPS Coordinates: 34.023202 -117.95679 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 1 Estimated Direct Cost: $5,400
Precedence: 01a Cost with GC (30%): $7,020
Year: 2 Subsection: 9A
Intersection ID: SI-007
Street: Stafford St
Findings:
Recommendations:
Cross Street: Hacienda Blvd GPS Coordinates: 34.023202 -117.95679 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 1 Estimated Direct Cost: $5,400
Precedence: 01a Cost with GC (30%): $7,020
Year: 2 Subsection: 9A
STAFFORD ST PAGE SIGNALIZED INTERSECTIONS
1043 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Temple Ave Cost Estimate Total: $10,800
Intersection ID: SI-077
Street: Temple Ave
Findings:
Recommendations:
Cross Street: Baldwin Park Bl GPS Coordinates: 34.057137 -117.991718 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
Intersection ID: SI-078
Street: Temple Ave
Findings:
Recommendations:
Cross Street: Baldwin Park Bl GPS Coordinates: 34.057137 -117.991718 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
TEMPLE AVE PAGE SIGNALIZED INTERSECTIONS
1044 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Temple Ave Cost Estimate Total: $69,300
Intersection ID: SI-045
Street: Temple Ave
Findings:
Recommendations:
Cross Street: Azusa Ave GPS Coordinates: 34.024596 -117.917828 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 02c Cost with GC (30%): $7,020
Year: 3 Subsection: 7C
Intersection ID: SI-046
Street: Temple Ave
Findings:
Recommendations:
Cross Street: Azusa Ave GPS Coordinates: 34.024596 -117.917828 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 02c Cost with GC (30%): $7,020
Year: 3 Subsection: 7C
TEMPLE AVE PAGE SIGNALIZED INTERSECTIONS
1045 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-109
Street: Temple Ave
Findings:
Recommendations:
Cross Street: Valinda Ave GPS Coordinates: 34.026458 -117.927614 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 02d Cost with GC (30%): $7,020
Year: 3 Subsection: 7D
Intersection ID: SI-076
Street: Temple Ave
Findings:
Recommendations:
Cross Street: Baldwin Park Bl GPS Coordinates: 34.057137 -117.991718 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
Intersection ID: SI-079
Street: Temple Ave
Findings:
Recommendations:
Cross Street: Baldwin Park Bl GPS Coordinates: 34.057137 -117.991718 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
TEMPLE AVE PAGE SIGNALIZED INTERSECTIONS
1046 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-106
Street: Temple Ave
Findings:
Recommendations:
Cross Street: Baldwin Park Bl GPS Coordinates: 34.057137 -117.991718 Compliant audible signals are not provided at the
signalized intersection.
Replace/install audible signals at intersection crosswalks. Where pedestrian signals are provided at pedestrian street crossings, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $4,500
Precedence: 09d Cost with GC (30%): $5,850
Year: 4 Subsection: 11D
Intersection ID: SI-080
Street: Temple Ave
Findings:
Recommendations:
Cross Street: Baldwin Park Bl GPS Coordinates: 34.057137 -117.991718 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
Intersection ID: SI-081
Street: Temple Ave
Findings:
Recommendations:
Cross Street: Baldwin Park Bl GPS Coordinates: 34.057137 -117.991718 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
TEMPLE AVE PAGE SIGNALIZED INTERSECTIONS
1047 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-082
Street: Temple Ave
Findings:
Recommendations:
Cross Street: Baldwin Park Bl GPS Coordinates: 34.057137 -117.991718 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
Intersection ID: SI-095
Street: Temple Ave
Findings:
Recommendations:
Cross Street: Perez Pl GPS Coordinates: 34.054686 -118.00087 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
Intersection ID: SI-096
Street: Temple Ave
Findings:
Recommendations:
Cross Street: Perez Pl GPS Coordinates: 34.054686 -118.00087 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
TEMPLE AVE PAGE SIGNALIZED INTERSECTIONS
1048 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-097
Street: Temple Ave
Findings:
Recommendations:
Cross Street: Perez Ave GPS Coordinates: 34.054686 -118.00087 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
Intersection ID: SI-098
Street: Temple Ave
Findings:
Recommendations:
Cross Street: Perez Pl GPS Coordinates: 34.054686 -118.00087 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
TEMPLE AVE PAGE SIGNALIZED INTERSECTIONS
1049 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Turnbull Canyon Rd Cost Estimate Total: $42,300 Intersection ID: SI-071
Street: Turnbull Canyon Rd
Findings:
Recommendations:
Cross Street: Don Julian Rd GPS Coordinates: 34.02198 -117.970082 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 01d Cost with GC (30%): $7,020
Year: 2 Subsection: 9D
Intersection ID: SI-105
Street: Turnbull Canyon Rd
Findings:
Recommendations:
Cross Street: Don Julian Rd GPS Coordinates: 34.02198 -117.970082 Compliant audible signals are not provided at the
signalized intersection.
Replace/install audible signals at intersection crosswalks. Where pedestrian signals are provided at pedestrian street crossings, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $4,500
Precedence: 01d Cost with GC (30%): $5,850
Year: 2 Subsection: 9D
TURNBULL CANYON RD PAGE SIGNALIZED INTERSECTIONS
1050 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-072
Street: Turnbull Canyon Rd
Findings:
Recommendations:
Cross Street: Don Julian Rd GPS Coordinates: 34.02198 -117.970082 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 01d Cost with GC (30%): $7,020
Year: 2 Subsection: 9D
Intersection ID: SI-073
Street: Turnbull Canyon Rd
Findings:
Recommendations:
Cross Street: Don Julian Rd GPS Coordinates: 34.02198 -117.970082 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 01d Cost with GC (30%): $7,020
Year: 2 Subsection: 9D
Intersection ID: SI-069
Street: Turnbull Canyon Rd
Findings:
Recommendations:
Cross Street: Don Julian Rd GPS Coordinates: 34.02198 -117.970082 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 10c Cost with GC (30%): $7,020
Year: 4 Subsection: 12C
TURNBULL CANYON RD PAGE SIGNALIZED INTERSECTIONS
1051 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-070
Street: Turnbull Canyon Rd
Findings:
Recommendations:
Cross Street: Don Julian Rd GPS Coordinates: 34.02198 -117.970082 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 10c Cost with GC (30%): $7,020
Year: 4 Subsection: 12C
Intersection ID: SI-074
Street: Turnbull Canyon Rd
Findings:
Recommendations:
Cross Street: Don Julian Rd GPS Coordinates: 34.02198 -117.970082 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 10c Cost with GC (30%): $7,020
Year: 4 Subsection: 12C
Intersection ID: SI-075
Street: Turnbull Canyon Rd
Findings:
Recommendations:
Cross Street: Don Julian Rd GPS Coordinates: 34.02198 -117.970082 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 10c Cost with GC (30%): $7,020
Year: 4 Subsection: 12C
TURNBULL CANYON RD PAGE SIGNALIZED INTERSECTIONS
1052 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Valley Blvd Cost Estimate Total: $10,800
Intersection ID: SI-047
Street: Valley Blvd
Findings:
Recommendations:
Cross Street: Hambledon Ave GPS Coordinates: 34.008692 -117.91636 An obstruction to the pushbutton exceeds 10 inches in
height and/or width.
Pushbutton is located greater than 10 feet away from the Relocate pedestrian pushbuttons in accordance with CA MUTCD 4E.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 04a Cost with GC (30%): $7,020
Year: 3 Subsection: 6A
Intersection ID: SI-048
Street: Valley Blvd
Findings:
Recommendations:
Cross Street: Hambledon Ave GPS Coordinates: 34.007314 -117.915902 Pedestian signal does not provide non-visual information.
Pedestrian signal does not provide audible and vibrotactile walk indicators.
Remove and replace pedestrian signals in accordance with CA MUTCD 4E.Relocate pedestrian pushbuttons in accordance with CA MUTCD 4E.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 13d Cost with GC (30%): $7,020
Year: 5 Subsection: 4D
VALLEY BLVD PAGE SIGNALIZED INTERSECTIONS
1053 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Valley Blvd Cost Estimate Total: $75,600
Intersection ID: SI-110
Street: Valley Blvd
Findings:
Recommendations:
Cross Street: Stimson Ave GPS Coordinates: 34.015663 -117.95948 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 01a Cost with GC (30%): $7,020
Year: 2 Subsection: 9A
Intersection ID: SI-115
Street: Valley Blvd
Findings:
Recommendations:
Cross Street: Stimson Ave GPS Coordinates: 34.015663 -117.95948 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 01a Cost with GC (30%): $7,020
Year: 2 Subsection: 9A
VALLEY BLVD PAGE SIGNALIZED INTERSECTIONS
1054 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-016
Street: Valley Blvd
Findings:
Recommendations:
Cross Street: Hambledon Ave GPS Coordinates: 34.007841 -117.917144 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 04a Cost with GC (30%): $7,020
Year: 3 Subsection: 6A
Intersection ID: SI-125
Street: Valley Blvd
Findings:
Recommendations:
Cross Street: Azusa Way GPS Coordinates: 34.01275 -117.923171 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 02b Cost with GC (30%): $7,020
Year: 3 Subsection: 7B
Intersection ID: SI-111
Street: Valley Blvd
Findings:
Recommendations:
Cross Street: Stimson Ave GPS Coordinates: 34.015663 -117.95948 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 05a Cost with GC (30%): $7,020
Year: 3 Subsection: 8A
VALLEY BLVD PAGE SIGNALIZED INTERSECTIONS
1055 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-112
Street: Valley Blvd
Findings:
Recommendations:
Cross Street: Stimson Ave GPS Coordinates: 34.015663 -117.95948 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 05a Cost with GC (30%): $7,020
Year: 3 Subsection: 8A
Intersection ID: SI-113
Street: Valley Blvd
Findings:
Recommendations:
Cross Street: Stimson Ave GPS Coordinates: 34.015663 -117.95948 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 05a Cost with GC (30%): $7,020
Year: 3 Subsection: 8A
Intersection ID: SI-114
Street: Valley Blvd
Findings:
Recommendations:
Cross Street: Stimson Ave GPS Coordinates: 34.015663 -117.95948 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 05a Cost with GC (30%): $7,020
Year: 3 Subsection: 8A
VALLEY BLVD PAGE SIGNALIZED INTERSECTIONS
1056 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-015
Street: Valley Blvd
Findings:
Recommendations:
Cross Street: Orange Ave GPS Coordinates: 34.038033 -117.979314 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 09d Cost with GC (30%): $7,020
Year: 4 Subsection: 11D
Intersection ID: SI-017
Street: Valley Blvd
Findings:
Recommendations:
Cross Street: Hambledon Ave GPS Coordinates: 34.007841 -117.917144 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 13d Cost with GC (30%): $7,020
Year: 5 Subsection: 4D
Intersection ID: SI-035
Street: Valley Blvd
Findings:
Recommendations:
Cross Street: Giano Ave GPS Coordinates: 34.00663 -117.909583 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 13c Cost with GC (30%): $7,020
Year: 5 Subsection: 4C
VALLEY BLVD PAGE SIGNALIZED INTERSECTIONS
1057 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-036
Street: Valley Blvd
Findings:
Recommendations:
Cross Street: Giano Ave GPS Coordinates: 34.00663 -117.909583 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 13c Cost with GC (30%): $7,020
Year: 5 Subsection: 4C
Intersection ID: SI-037
Street: Valley Blvd
Findings:
Recommendations:
Cross Street: Giano Ave GPS Coordinates: 34.00663 -117.909583 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 13c Cost with GC (30%): $7,020
Year: 5 Subsection: 4C
Intersection ID: SI-038
Street: Valley Blvd
Findings:
Recommendations:
Cross Street: Giano Ave GPS Coordinates: 34.00663 -117.909583 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 2 Estimated Direct Cost: $5,400
Precedence: 13c Cost with GC (30%): $7,020
Year: 5 Subsection: 4C
VALLEY BLVD PAGE SIGNALIZED INTERSECTIONS
1058 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Street: Workman Mill Rd Cost Estimate Total: $48,600
Intersection ID: SI-162
Street: Workman Mill Rd
Findings:
Recommendations:
Cross Street: Pellissier Pl GPS Coordinates: -118.0258 34.03239 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11d Cost with GC (30%): $7,020
Year: 5 Subsection: 13D
Intersection ID: SI-163
Street: Workman Mill Rd
Findings:
Recommendations:
Cross Street: Pellissier Pl GPS Coordinates: -118.0258 34.03239 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11d Cost with GC (30%): $7,020
Year: 5 Subsection: 13D
WORKMAN MILL RD PAGE SIGNALIZED INTERSECTIONS
1059 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-164
Street: Workman Mill Rd
Findings:
Recommendations:
Cross Street: Pellissier Pl GPS Coordinates: -118.0258 34.03239 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11d Cost with GC (30%): $7,020
Year: 5 Subsection: 13D
Intersection ID: SI-165
Street: Workman Mill Rd
Findings:
Recommendations:
Cross Street: Pellissier Pl GPS Coordinates: -118.0258 34.03239 Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11d Cost with GC (30%): $7,020
Year: 5 Subsection: 13D
Intersection ID: SI-166
Street: Workman Mill Rd
Findings:
Recommendations:
Cross Street: Crossroads Pkwy
S/Workman Mill Rd
GPS Coordinates: -118.02586 34.0288801
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11c Cost with GC (30%): $7,020
Year: 5 Subsection: 13C
WORKMAN MILL RD PAGE SIGNALIZED INTERSECTIONS
1060 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-167
Street: Workman Mill Rd
Findings:
Recommendations:
Cross Street: Crossroads Pkwy
S/Workman Mill Rd
GPS Coordinates: -118.02586 34.0288801
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11c Cost with GC (30%): $7,020
Year: 5 Subsection: 13C
Intersection ID: SI-168
Street: Workman Mill Rd
Findings:
Recommendations:
Cross Street: Crossroads Pkwy
S/Workman Mill Rd
GPS Coordinates: -118.02586 34.0288801
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11c Cost with GC (30%): $7,020
Year: 5 Subsection: 13C
Intersection ID: SI-169
Street: Workman Mill Rd
Findings:
Recommendations:
Cross Street: Crossroads Pkwy
S/Workman Mill Rd
GPS Coordinates: -118.02586 34.0288801
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11c Cost with GC (30%): $7,020
Year: 5 Subsection: 13C
WORKMAN MILL RD PAGE SIGNALIZED INTERSECTIONS
1061 Submittal: November 1, 2024
Signalized Intersections ADA Assessment - Photo Report
City of Industry
Intersection ID: SI-170
Street: Workman Mill Rd
Findings:
Recommendations:
Cross Street: Crossroads Pkwy
S/Workman Mill Rd
GPS Coordinates: -118.02586 34.0288801
Both compliant pedestrian push buttons and audible
signals are not provided at the signalized intersection.
Replace push buttons and audible signals at intersection crosswalks.
Push buttons must be 2" minimum in diameter, require less than 5 lbf to operate, shall not require grasping, pinching, or twisting of the wrist to operate and be mounted between the minimum height of 15" AFF and maximum height of 48" AFF. Push buttons shall be mounted in a location compliant with ADAS X02.5. Where pedestrian signals are provided, they shall include accessible pedestrian signals and pedestrian pushbuttons complying with sections 4E.08 through 4E.13 of the MUTCD.
Priority: 4 Estimated Direct Cost: $5,400
Precedence: 11c Cost with GC (30%): $7,020
Year: 5 Subsection: 13C
WORKMAN MILL RD PAGE SIGNALIZED INTERSECTIONS
1062 Submittal: November 1, 2024
CITY OF INDUSTRY ADA SELF-EVALUATION/TRANSITION PLAN
APPENDIX N-4: DRIVEWAY BARRIERS
1063
PAGE
Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Total
Extimated
Costs
Estimated
Cost with GC (30%)
$9,128,540
Year 1 $0 $0
Year 2 $0 $0
Year 3 $21,660 $28,158
$11,867,102
Cost Summary Table by Year:
Year 4 $256,040 $332,852
Year 5 $284,920 $370,396
Year 6 $792,940 $1,030,822
Year 7 $263,460 $342,498
Year 8 $551,320 $716,716
Year 9 $310,170 $403,221
Year 10 $715,890 $930,657
Year 11 $542,810 $705,653
Year 12 $277,300 $360,490
Year 13 $679,940 $883,922
Year 14 $579,760 $753,688
Year 15 $858,700 $1,116,310
Year 16 $760,610 $988,793
Year 17 $653,200 $849,160
Year 18 $464,280 $603,564
Year 19 $667,840 $868,192
Year 20 $447,700 $582,010
Precedence: 5d
Type: Driveway
GPS: 34.000749 -117.934832
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0292
Precedence: 5d
Type: Driveway
GPS: 34.000983 -117.936034
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0295
Precedence: 5d
Type: Driveway
GPS: 34.00076 -117.935615
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0282
PAGE DRIVEWAY BARRIERS
1064 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 5c
Type: Driveway
GPS: 34.003031 -117.939611
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8C
Segment ID: S08
Priority: 2
Barrier ID: B-0800
Precedence: 5c
Type: Driveway
GPS: 34.002931 -117.940482
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8C
Segment ID: S08
Priority: 2
Barrier ID: B-0761
Precedence: 5c
Type: Driveway
GPS: 34.003316 -117.941551
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8C
Segment ID: S08
Priority: 2
Barrier ID: B-1085
Precedence: 5c
Type: Driveway
GPS: 34.004075 -117.943392
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8C
Segment ID: S08
Priority: 2
Barrier ID: B-0946
Precedence: 5c
Type: Driveway
GPS: 34.004216 -117.94375
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8C
Segment ID: S08
Priority: 2
Barrier ID: B-0835
Precedence: 5c
Type: Driveway
GPS: 34.004423 -117.944272
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8C
Segment ID: S08
Priority: 2
Barrier ID: B-0635
PAGE DRIVEWAY BARRIERS
1065 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 5c
Type: Driveway
GPS: 34.004364 -117.944156
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8C
Segment ID: S08
Priority: 2
Barrier ID: B-0685
Precedence: 5c
Type: Driveway
GPS: 34.004231 -117.943805
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8C
Segment ID: S08
Priority: 2
Barrier ID: B-0820
Precedence: 5c
Type: Driveway
GPS: 34.003979 -117.943287
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8C
Segment ID: S08
Priority: 2
Barrier ID: B-0981
Precedence: 5c
Type: Driveway
GPS: 34.003837 -117.943042
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8C
Segment ID: S08
Priority: 2
Barrier ID: B-1054
Precedence: 5c
Type: Driveway
GPS: 34.00369 -117.941774
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8C
Segment ID: S08
Priority: 2
Barrier ID: B-1219
Precedence: 5c
Type: Driveway
GPS: 34.003233 -117.941806
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8C
Segment ID: S08
Priority: 2
Barrier ID: B-1144
PAGE DRIVEWAY BARRIERS
1066 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 5c
Type: Driveway
GPS: 34.00282 -117.940592
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8C
Segment ID: S08
Priority: 2
Barrier ID: B-0767
Precedence: 5c
Type: Driveway
GPS: 34.005526 -117.945956
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8C
Segment ID: S08
Priority: 2
Barrier ID: B-1113
Precedence: 5c
Type: Driveway
GPS: 34.005352 -117.946066
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8C
Segment ID: S08
Priority: 2
Barrier ID: B-1114
Precedence: 5c
Type: Driveway
GPS: 34.006099 -117.947116
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8C
Segment ID: S08
Priority: 2
Barrier ID: B-1051
Precedence: 5c
Type: Driveway
GPS: 34.006283 -117.947571
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8C
Segment ID: S08
Priority: 2
Barrier ID: B-0932
Precedence: 5b
Type: Driveway
GPS: 34.007779 -117.952481
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8B
Segment ID: S08
Priority: 2
Barrier ID: B-0741
PAGE DRIVEWAY BARRIERS
1067 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 5b
Type: Driveway
GPS: 34.007833 -117.952686
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8B
Segment ID: S08
Priority: 2
Barrier ID: B-0674
Precedence: 5b
Type: Driveway
GPS: 34.008334 -117.954555
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8B
Segment ID: S08
Priority: 2
Barrier ID: B-1060
Precedence: 5b
Type: Driveway
GPS: 34.008761 -117.955626
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8B
Segment ID: S08
Priority: 2
Barrier ID: B-1399
Precedence: 5b
Type: Driveway
GPS: 34.008794 -117.955815
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8B
Segment ID: S08
Priority: 2
Barrier ID: B-1444
Precedence: 5d
Type: Driveway
GPS: 34.000037 -117.931438
Findings: Driveway is not a part of pedestrian access route.
Recommendations: No action necessary.
Year: 11
Estimated Costs: $0
Cost with CG (30%): $0
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0383
Precedence: 5d
Type: Driveway
GPS: 34.000428 -117.932082
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 11
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0362
NOT RECORDED PAGE DRIVEWAY BARRIERS
1068 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 5d
Type: Driveway
GPS: 34.000451 -117.932256
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 11
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0356
Precedence: 5d
Type: Driveway
GPS: 34.000159 -117.93293
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 11
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0344
Precedence: 5d
Type: Driveway
GPS: 34.000595 -117.934009
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 11
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0310
Precedence: 5d
Type: Driveway
GPS: 34.000619 -117.93416
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 11
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0305
Precedence: 5d
Type: Driveway
GPS: 34.001487 -117.93641
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 11
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0313
Precedence: 5d
Type: Driveway
GPS: 34.001751 -117.937824
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 11
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0348
PAGE DRIVEWAY BARRIERS
1069 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 5d
Type: Driveway
GPS: 34.002 -117.939169
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 11
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0385
Precedence: 5d
Type: Driveway
GPS: 34.002053 -117.938918
Findings: Driveway is not a part of pedestrian access route.
Recommendations: No action necessary.
Year: 11
Estimated Costs: $0
Cost with CG (30%): $0
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0380
Precedence: 5d
Type: Driveway
GPS: 34.001536 -117.938583
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 11
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0360
Precedence: 5d
Type: Driveway
GPS: 34.00166 -117.938199
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 11
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0351
Precedence: 5d
Type: Driveway
GPS: 34.001369 -117.937368
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 11
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0331
Precedence: 5d
Type: Driveway
GPS: 34.001251 -117.93703
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 11
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0319
NOT RECORDED PAGE DRIVEWAY BARRIERS
1070 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 5d
Type: Driveway
GPS: 34.001274 -117.936225
Findings: Driveway is ADA compliant.
Recommendations: No action is required.
Year: 11
Estimated Costs: $0
Cost with CG (30%): $0
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0408
Precedence: 5d
Type: Driveway
GPS: 34.001093 -117.936041
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 11
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 8D
Segment ID: S08
Priority: 1
Barrier ID: B-0298
Precedence: 8b
Type: Driveway
GPS: 34.017276 -117.961571
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 14
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 10B
Segment ID: S10
Priority: 2
Barrier ID: B-2079
Precedence: 8b
Type: Driveway
GPS: 34.016961 -117.961663
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 14
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 10B
Segment ID: S10
Priority: 3
Barrier ID: B-2277
Precedence: 8b
Type: Driveway
GPS: 34.016685 -117.961572
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 14
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 10B
Segment ID: S10
Priority: 3
Barrier ID: B-2285
Precedence: 8c
Type: Driveway
GPS: 34.017409 -117.963495
Findings: Driveway is not a part of pedestrian access route.
Recommendations: No action necessary.
Year: 14
Estimated Costs: $0
Cost with CG (30%): $0
Sub Section: 10C
Segment ID: S10
Priority: 3
Barrier ID: B-2273
PAGE DRIVEWAY BARRIERS
1071 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 8b
Type: Driveway
GPS: 34.016571 -117.962212
Findings: Driveway is not a part of pedestrian access route.
Recommendations: No action necessary.
Year: 14
Estimated Costs: $0
Cost with CG (30%): $0
Sub Section: 10B
Segment ID: S10
Priority: 3
Barrier ID: B-2279
Precedence: 8b
Type: Driveway
GPS: 34.017054 -117.961698
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 14
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 10B
Segment ID: S10
Priority: 3
Barrier ID: B-2275
Precedence: 8b
Type: Driveway
GPS: 34.016943 -117.961612
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 14
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 10B
Segment ID: S10
Priority: 3
Barrier ID: B-2280
Precedence: 8c
Type: Driveway
GPS: 34.01925 -117.964911
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 14
Estimated Costs: $3,190
Cost with CG (30%): $4,147
Sub Section: 10C
Segment ID: S10
Priority: 3
Barrier ID: B-2262
Precedence: 8c
Type: Driveway
GPS: 34.018589 -117.966296
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 14
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 10C
Segment ID: S10
Priority: 3
Barrier ID: B-2268
Precedence: 10a
Type: Driveway
GPS: 34.020531 -117.978815
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 15
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12A
Segment ID: S12
Priority: 4
Barrier ID: B-2892
PAGE DRIVEWAY BARRIERS
1072 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 10a
Type: Driveway
GPS: 34.021867 -117.982098
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 15
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12D
Segment ID: S12
Priority: 2
Barrier ID: B-1883
Precedence: 10a
Type: Driveway
GPS: 34.022598 -117.983617
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 15
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12A
Segment ID: S12
Priority: 2
Barrier ID: B-1319
Precedence: 10a
Type: Driveway
GPS: 34.022912 -117.984602
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 15
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12A
Segment ID: S12
Priority: 2
Barrier ID: B-1024
Precedence: 10a
Type: Driveway
GPS: 34.023352 -117.985765
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 15
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12A
Segment ID: S12
Priority: 2
Barrier ID: B-0642
Precedence: 10a
Type: Driveway
GPS: 34.027506 -117.982335
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 15
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12A
Segment ID: S12
Priority: 2
Barrier ID: B-1418
Precedence: 10a
Type: Driveway
GPS: 34.027391 -117.982551
Findings: Driveway is not a part of pedestrian access route.
Recommendations: No action necessary.
Year: 15
Estimated Costs: $0
Cost with CG (30%): $0
Sub Section: 12A
Segment ID: S12
Priority: 2
Barrier ID: B-1371
PAGE DRIVEWAY BARRIERS
1073 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 10a
Type: Driveway
GPS: 34.0273 -117.982446
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 15
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12A
Segment ID: S12
Priority: 2
Barrier ID: B-1359
Precedence: 10a
Type: Driveway
GPS: 34.027796 -117.981821
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 15
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12A
Segment ID: S12
Priority: 2
Barrier ID: B-1256
Precedence: 10a
Type: Driveway
GPS: 34.028107 -117.981486
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 15
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12A
Segment ID: S12
Priority: 2
Barrier ID: B-1101
Precedence: 10a
Type: Driveway
GPS: 34.028109 -117.981492
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 15
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12A
Segment ID: S12
Priority: 2
Barrier ID: B-1102
Precedence: 10a
Type: Driveway
GPS: 34.028046 -117.981558
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 15
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12A
Segment ID: S12
Priority: 2
Barrier ID: B-1133
Precedence: 10a
Type: Driveway
GPS: 34.027525 -117.98224
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 15
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12A
Segment ID: S12
Priority: 2
Barrier ID: B-1392
NOT RECORDED PAGE DRIVEWAY BARRIERS
1074 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 10a
Type: Driveway
GPS: 34.027673 -117.982087
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 15
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12A
Segment ID: S12
Priority: 2
Barrier ID: B-1326
Precedence: 10a
Type: Driveway
GPS: 34.026986 -117.98292
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 15
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12A
Segment ID: S12
Priority: 2
Barrier ID: B-1205
Precedence: 10a
Type: Driveway
GPS: 34.02692 -117.983414
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 15
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12A
Segment ID: S12
Priority: 2
Barrier ID: B-1105
Precedence: 10a
Type: Driveway
GPS: 34.02592 -117.984181
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 15
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12A
Segment ID: S12
Priority: 2
Barrier ID: B-0702
Precedence: 10a
Type: Driveway
GPS: 34.02456 -117.985233
Findings: Driveway is not a part of pedestrian access route.
Recommendations: No action necessary.
Year: 15
Estimated Costs: $0
Cost with CG (30%): $0
Sub Section: 12A
Segment ID: S12
Priority: 2
Barrier ID: B-0831
Precedence: 10a
Type: Driveway
GPS: 34.023642 -117.985738
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 15
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12A
Segment ID: S12
Priority: 2
Barrier ID: B-0627
NOT RECORDED PAGE DRIVEWAY BARRIERS
1075 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 10d
Type: Driveway
GPS: 34.031408 -117.978926
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12D
Segment ID: S12
Priority: 2
Barrier ID: B-0989
Precedence: 10d
Type: Driveway
GPS: 34.029489 -117.980182
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12D
Segment ID: S12
Priority: 2
Barrier ID: B-0656
Precedence: 10d
Type: Driveway
GPS: 34.029285 -117.980312
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12D
Segment ID: S12
Priority: 2
Barrier ID: B-0583
Precedence: 10b
Type: Driveway
GPS: 34.02683 -117.969898
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12B
Segment ID: S12
Priority: 4
Barrier ID: B-2717
Precedence: 10b
Type: Driveway
GPS: 34.026533 -117.969572
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12B
Segment ID: S12
Priority: 4
Barrier ID: B-2715
Precedence: 10b
Type: Driveway
GPS: 34.026472 -117.969566
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12B
Segment ID: S12
Priority: 4
Barrier ID: B-2714
PAGE DRIVEWAY BARRIERS
1076 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 10b
Type: Driveway
GPS: 34.026334 -117.969289
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12B
Segment ID: S12
Priority: 4
Barrier ID: B-2711
Precedence: 10b
Type: Driveway
GPS: 34.026339 -117.969284
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12B
Segment ID: S12
Priority: 4
Barrier ID: B-2712
Precedence: 10b
Type: Driveway
GPS: 34.026318 -117.969198
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12B
Segment ID: S12
Priority: 4
Barrier ID: B-2710
Precedence: 10b
Type: Driveway
GPS: 34.026078 -117.969152
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12B
Segment ID: S12
Priority: 4
Barrier ID: B-2709
Precedence: 10b
Type: Driveway
GPS: 34.026103 -117.968904
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12B
Segment ID: S12
Priority: 4
Barrier ID: B-2707
Precedence: 10b
Type: Driveway
GPS: 34.024764 -117.967663
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $3,190
Cost with CG (30%): $4,147
Sub Section: 12B
Segment ID: S12
Priority: 4
Barrier ID: B-2694
PAGE DRIVEWAY BARRIERS
1077 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 10b
Type: Driveway
GPS: 34.025203 -117.967775
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12B
Segment ID: S12
Priority: 4
Barrier ID: B-2695
Precedence: 10b
Type: Driveway
GPS: 34.025877 -117.968613
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12B
Segment ID: S12
Priority: 4
Barrier ID: B-2704
Precedence: 10b
Type: Driveway
GPS: 34.026152 -117.969067
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 12B
Segment ID: S12
Priority: 4
Barrier ID: B-2708
Precedence: 10b
Type: Driveway
GPS: 34.026116 -117.96906
Findings: Driveway is ADA compliant.
Recommendations: No action is required.
Year: 16
Estimated Costs: $0
Cost with CG (30%): $0
Sub Section: 12B
Segment ID: S12
Priority: 4
Barrier ID: B-3047
Precedence: 10b
Type: Driveway
GPS: 34.026433 -117.969351
Findings: Driveway is ADA compliant.
Recommendations: No action is required.
Year: 16
Estimated Costs: $0
Cost with CG (30%): $0
Sub Section: 12B
Segment ID: S12
Priority: 4
Barrier ID: B-3048
Precedence: 11b
Type: Driveway
GPS: 34.029196 -118.016567
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 13B
Segment ID: S13
Priority: 4
Barrier ID: B-2946
NOT RECORDED PAGE DRIVEWAY BARRIERS
1078 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 11b
Type: Driveway
GPS: 34.029056 -118.017848
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 13B
Segment ID: S13
Priority: 4
Barrier ID: B-2950
Precedence: 11b
Type: Driveway
GPS: 34.029273 -118.020388
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 17
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 13B
Segment ID: S13
Priority: 4
Barrier ID: B-2955
Precedence: 11c
Type: Driveway
GPS: 34.029292 -118.020709
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 17
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 13C
Segment ID: S13
Priority: 4
Barrier ID: B-2956
Precedence: 11c
Type: Driveway
GPS: 34.029381 -118.021107
Findings: Driveway is ADA compliant.
Recommendations: No action is required.
Year: 17
Estimated Costs: $0
Cost with CG (30%): $0
Sub Section: 13C
Segment ID: S13
Priority: 4
Barrier ID: B-3058
Precedence: 11c
Type: Driveway
GPS: 34.029211 -118.023955
Findings: Driveway is ADA compliant.
Recommendations: No action is required.
Year: 17
Estimated Costs: $0
Cost with CG (30%): $0
Sub Section: 13C
Segment ID: S13
Priority: 2
Barrier ID: B-2149
Precedence: 11c
Type: Driveway
GPS: 34.029782 -118.02221
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 17
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 13C
Segment ID: S13
Priority: 2
Barrier ID: B-1799
NOT RECORDED PAGE DRIVEWAY BARRIERS
1079 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 11c
Type: Driveway
GPS: 34.029249 -118.02106
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 17
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 13C
Segment ID: S13
Priority: 4
Barrier ID: B-2957
Precedence: 11c
Type: Driveway
GPS: 34.029225 -118.024104
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 17
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 13C
Segment ID: S13
Priority: 2
Barrier ID: B-1189
Precedence: 11c
Type: Driveway
GPS: 34.028954 -118.02511
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 17
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 13C
Segment ID: S13
Priority: 2
Barrier ID: B-0909
Precedence: 11c
Type: Driveway
GPS: 34.028435 -118.027461
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 17
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 13C
Segment ID: S13
Priority: 2
Barrier ID: B-0996
Precedence: 11c
Type: Driveway
GPS: 34.02928 -118.025463
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 17
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 13C
Segment ID: S13
Priority: 2
Barrier ID: B-0874
Precedence: 11c
Type: Driveway
GPS: 34.029217 -118.02483
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 17
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 13C
Segment ID: S13
Priority: 2
Barrier ID: B-1004
NOT RECORDED PAGE DRIVEWAY BARRIERS
1080 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 11c
Type: Driveway
GPS: 34.029165 -118.024258
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 17
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 13C
Segment ID: S13
Priority: 2
Barrier ID: B-1145
Precedence: 11d
Type: Driveway
GPS: 34.029883 -118.035386
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 17
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 13D
Segment ID: S13
Priority: 4
Barrier ID: B-2990
Precedence: 11d
Type: Driveway
GPS: 34.030064 -118.035146
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 17
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 13D
Segment ID: S13
Priority: 4
Barrier ID: B-2985
Precedence: 11d
Type: Driveway
GPS: 34.031129 -118.035646
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 17
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 13D
Segment ID: S13
Priority: 4
Barrier ID: B-3004
Precedence: 11d
Type: Driveway
GPS: 34.031093 -118.036198
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 17
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 13D
Segment ID: S13
Priority: 4
Barrier ID: B-3009
Precedence: 1a
Type: Driveway
GPS: 34.019788 -117.958198
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 5
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 9A
Segment ID: S09
Priority: 2
Barrier ID: B-0731
PAGE DRIVEWAY BARRIERS
1081 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 1a
Type: Driveway
GPS: 34.019675 -117.957954
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 5
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9A
Segment ID: S09
Priority: 2
Barrier ID: B-0814
Precedence: 1a
Type: Driveway
GPS: 34.018247 -117.956322
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 5
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9A
Segment ID: S09
Priority: 2
Barrier ID: B-1429
Precedence: 1a
Type: Driveway
GPS: 34.018141 -117.956407
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 5
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9A
Segment ID: S09
Priority: 2
Barrier ID: B-1467
Precedence: 1a
Type: Driveway
GPS: 34.016069 -117.953486
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 5
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9A
Segment ID: S09
Priority: 4
Barrier ID: B-3082
Precedence: 1a
Type: Driveway
GPS: 34.019577 -117.955965
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 5
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9A
Segment ID: S09
Priority: 1
Barrier ID: B-0250
Precedence: 1a
Type: Driveway
GPS: 34.019961 -117.955606
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 5
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9A
Segment ID: S09
Priority: 1
Barrier ID: B-0234
PAGE DRIVEWAY BARRIERS
1082 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 1a
Type: Driveway
GPS: 34.019861 -117.955724
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 5
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9A
Segment ID: S09
Priority: 1
Barrier ID: B-0240
Precedence: 1a
Type: Driveway
GPS: 34.019415 -117.956373
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 5
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9A
Segment ID: S09
Priority: 1
Barrier ID: B-0256
Precedence: 1a
Type: Driveway
GPS: 34.019226 -117.956791
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 5
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9A
Segment ID: S09
Priority: 2
Barrier ID: B-1129
Precedence: 1a
Type: Driveway
GPS: 34.018495 -117.958932
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 5
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9A
Segment ID: S09
Priority: 2
Barrier ID: B-1204
Precedence: 1a
Type: Driveway
GPS: 34.018455 -117.959003
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 5
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9A
Segment ID: S09
Priority: 2
Barrier ID: B-1229
Precedence: 1a
Type: Driveway
GPS: 34.019799 -117.958412
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 5
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 9A
Segment ID: S09
Priority: 2
Barrier ID: B-0722
NOT RECORDED PAGE DRIVEWAY BARRIERS
1083 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 1c
Type: Driveway
GPS: 34.019873 -117.95833
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 9C
Segment ID: S09
Priority: 2
Barrier ID: B-0687
Precedence: 1c
Type: Driveway
GPS: 34.019879 -117.958384
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 9C
Segment ID: S09
Priority: 2
Barrier ID: B-0688
Precedence: 1c
Type: Driveway
GPS: 34.021222 -117.958575
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 9C
Segment ID: S09
Priority: 1
Barrier ID: B-0061
Precedence: 1c
Type: Driveway
GPS: 34.021908 -117.95883
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9C
Segment ID: S09
Priority: 1
Barrier ID: B-0059
Precedence: 1c
Type: Driveway
GPS: 34.021904 -117.959002
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 9C
Segment ID: S09
Priority: 1
Barrier ID: B-0060
Precedence: 1c
Type: Driveway
GPS: 34.022018 -117.961837
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9C
Segment ID: S09
Priority: 2
Barrier ID: B-1816
PAGE DRIVEWAY BARRIERS
1084 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 1c
Type: Driveway
GPS: 34.021871 -117.962544
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9C
Segment ID: S09
Priority: 2
Barrier ID: B-2045
Precedence: 1c
Type: Driveway
GPS: 34.022233 -117.962964
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9C
Segment ID: S09
Priority: 3
Barrier ID: B-2303
Precedence: 1c
Type: Driveway
GPS: 34.022628 -117.963239
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9C
Segment ID: S09
Priority: 3
Barrier ID: B-2309
Precedence: 1c
Type: Driveway
GPS: 34.023157 -117.965013
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9C
Segment ID: S09
Priority: 3
Barrier ID: B-2311
Precedence: 1c
Type: Driveway
GPS: 34.021302 -117.96641
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9C
Segment ID: S09
Priority: 3
Barrier ID: B-2292
Precedence: 1c
Type: Driveway
GPS: 34.023396 -117.965197
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9C
Segment ID: S09
Priority: 3
Barrier ID: B-2317
PAGE DRIVEWAY BARRIERS
1085 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 1d
Type: Driveway
GPS: 34.024662 -117.966584
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9D
Segment ID: S09
Priority: 3
Barrier ID: B-2356
Precedence: 1c
Type: Driveway
GPS: 34.023587 -117.965307
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9C
Segment ID: S09
Priority: 3
Barrier ID: B-2321
Precedence: 1c
Type: Driveway
GPS: 34.023682 -117.965508
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9C
Segment ID: S09
Priority: 3
Barrier ID: B-2323
Precedence: 1c
Type: Driveway
GPS: 34.021887 -117.96133
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9C
Segment ID: S09
Priority: 2
Barrier ID: B-1626
Precedence: 1c
Type: Driveway
GPS: 34.022264 -117.960889
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9C
Segment ID: S09
Priority: 1
Barrier ID: B-0159
Precedence: 1c
Type: Driveway
GPS: 34.021157 -117.959398
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9C
Segment ID: S09
Priority: 1
Barrier ID: B-0063
NOT RECORDED PAGE DRIVEWAY BARRIERS
1086 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 1c
Type: Driveway
GPS: 34.020402 -117.958613
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9C
Segment ID: S09
Priority: 1
Barrier ID: B-0260
Precedence: 1c
Type: Driveway
GPS: 34.01991 -117.958362
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 9C
Segment ID: S09
Priority: 2
Barrier ID: B-0681
Precedence: 1c
Type: Driveway
GPS: 34.020757 -117.958576
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 9C
Segment ID: S09
Priority: 1
Barrier ID: B-0062
Precedence: 1c
Type: Driveway
GPS: 34.019695 -117.958518
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 9C
Segment ID: S09
Priority: 2
Barrier ID: B-0780
Precedence: 1c
Type: Driveway
GPS: 34.019915 -117.958341
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 9C
Segment ID: S09
Priority: 2
Barrier ID: B-0675
Precedence: 1c
Type: Driveway
GPS: 34.02005 -117.958273
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 9C
Segment ID: S09
Priority: 2
Barrier ID: B-0608
PAGE DRIVEWAY BARRIERS
1087 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 2a
Type: Driveway
GPS: 34.016868 -117.960726
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $3,190
Cost with CG (30%): $4,147
Sub Section: 7A
Segment ID: S07
Priority: 2
Barrier ID: B-2037
Precedence: 1d
Type: Driveway
GPS: 34.024449 -117.967217
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 6
Estimated Costs: $3,190
Cost with CG (30%): $4,147
Sub Section: 9D
Segment ID: S09
Priority: 3
Barrier ID: B-2357
Precedence: 2d
Type: Driveway
GPS: 34.035506 -117.934912
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 7
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 7D
Segment ID: S07
Priority: 2
Barrier ID: B-1339
Precedence: 13d
Type: Driveway
STREET NAME: Ajax Ave
GPS: 34.001353 -117.913683
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 20
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4D
Segment ID: S04
Priority: 4
Between Rowland St and N/A
Barrier ID: B-3526
Precedence: 13d
Type: Driveway
STREET NAME: Ajax Ave
GPS: 34.002196 -117.91358
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 20
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4D
Segment ID: S04
Priority: 4
Between Rowland St and N/A
Barrier ID: B-3531
Precedence: 13d
Type: Driveway
STREET NAME: Ajax Ave
GPS: 34.002282 -117.91379
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 20
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4D
Segment ID: S04
Priority: 4
Between Rowland St and N/A
Barrier ID: B-3524
AJAX AVE PAGE DRIVEWAY BARRIERS
1088 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 13d
Type: Driveway
STREET NAME: Ajax Ave
GPS: 34.003063 -117.913126
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 20
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4D
Segment ID: S04
Priority: 4
Between Rowland St and N/A
Barrier ID: B-3542
Precedence: 13d
Type: Driveway
STREET NAME: Ajax Ave
GPS: 34.003155 -117.913522
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 20
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4D
Segment ID: S04
Priority: 4
Between Rowland St and N/A
Barrier ID: B-3535
Precedence: 13d
Type: Driveway
STREET NAME: Ajax Ave
GPS: 34.003896 -117.913194
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 20
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4D
Segment ID: S04
Priority: 2
Between Rowland St and N/A
Barrier ID: B-2038
Precedence: 13d
Type: Driveway
STREET NAME: Ajax Ave
GPS: 34.004714 -117.9133
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 20
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4D
Segment ID: S04
Priority: 2
Between Rowland St and N/A
Barrier ID: B-1824
Precedence: 13d
Type: Driveway
STREET NAME: Ajax Ave
GPS: 34.003366 -117.913022
Findings: Driveway is ADA compliant.
Recommendations: No action is required.
Year: 20
Estimated Costs: $0
Cost with CG (30%): $0
Sub Section: 4D
Segment ID: S04
Priority: 4
Between Rowland St and Rowland st
Barrier ID: B-4188
Precedence: 4c
Type: Driveway
STREET NAME: Albatross Rd
GPS: 33.994013 -117.923553
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 6C
Segment ID: S06
Priority: 2
Between Castleton St and Almahurst St
Barrier ID: B-1863
ALBATROSS RD PAGE DRIVEWAY BARRIERS
1089 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 4c
Type: Driveway
STREET NAME: Almahurst St
GPS: 33.991847 -117.923456
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 6C
Segment ID: S06
Priority: 2
Between Albastross Rd and Hanover Rd
Barrier ID: B-1175
Precedence: 4c
Type: Driveway
STREET NAME: Almahurst St
GPS: 33.991798 -117.922861
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 6C
Segment ID: S06
Priority: 2
Between Albastross Rd and Hanover Rd
Barrier ID: B-1309
Precedence: 4c
Type: Driveway
STREET NAME: Almahurst St
GPS: 33.99189 -117.921646
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 6C
Segment ID: S06
Priority: 2
Between Albastross Rd and Hanover Rd
Barrier ID: B-1620
Precedence: 11a
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.004129 -117.905898
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 16
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 13A
Segment ID: S13
Priority: 2
Between Fullerton Rd and Phillips Dr
Barrier ID: B-2046
Precedence: 13b
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.002022 -117.888134
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 19
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4B
Segment ID: S04
Priority: 2
Between Nogales St and Epperson Dr
Barrier ID: B-1016
Precedence: 13b
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.001079 -117.889932
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 19
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4B
Segment ID: S04
Priority: 2
Between Nogales St and Epperson Dr
Barrier ID: B-1327
ARENTH AVE PAGE DRIVEWAY BARRIERS
1090 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 13b
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.001287 -117.891101
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 19
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4B
Segment ID: S04
Priority: 2
Between Nogales St and Epperson Dr
Barrier ID: B-1632
Precedence: 13b
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.001402 -117.889939
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 19
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4B
Segment ID: S04
Priority: 2
Between Nogales St and Epperson Dr
Barrier ID: B-1403
Precedence: 13b
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.000832 -117.89162
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 19
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4B
Segment ID: S04
Priority: 2
Between Nogales St and Epperson Dr
Barrier ID: B-1737
Precedence: 13b
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.001046 -117.893696
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 19
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4B
Segment ID: S04
Priority: 4
Between Nogales St and Epperson Dr
Barrier ID: B-3880
Precedence: 13b
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.001386 -117.898412
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 19
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4B
Segment ID: S04
Priority: 2
Between Epperson Dr and Fullerton Rd
Barrier ID: B-1732
Precedence: 13b
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.001017 -117.90054
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 19
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4B
Segment ID: S04
Priority: 2
Between Epperson Dr and Fullerton Rd
Barrier ID: B-2094
ARENTH AVE PAGE DRIVEWAY BARRIERS
1091 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 13b
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.001608 -117.900293
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 19
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4B
Segment ID: S04
Priority: 2
Between Epperson Dr and Fullerton Rd
Barrier ID: B-1788
Precedence: 13b
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.0016 -117.90101
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 19
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4B
Segment ID: S04
Priority: 2
Between Epperson Dr and Fullerton Rd
Barrier ID: B-1955
Precedence: 13b
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.001511 -117.901972
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 19
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4B
Segment ID: S04
Priority: 4
Between Epperson Dr and Fullerton Rd
Barrier ID: B-3731
Precedence: 13b
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.001572 -117.901872
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 19
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4B
Segment ID: S04
Priority: 4
Between Epperson Dr and Fullerton Rd
Barrier ID: B-3733
Precedence: 13b
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.002642 -117.902273
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 19
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4B
Segment ID: S04
Priority: 2
Between Epperson Dr and Fullerton Rd
Barrier ID: B-1976
Precedence: 13b
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.002834 -117.902756
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 19
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4B
Segment ID: S04
Priority: 2
Between Epperson Dr and Fullerton Rd
Barrier ID: B-2090
ARENTH AVE PAGE DRIVEWAY BARRIERS
1092 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 13b
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.002983 -117.903039
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 19
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4B
Segment ID: S04
Priority: 4
Between Epperson Dr and Fullerton Rd
Barrier ID: B-3712
Precedence: 13b
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.003609 -117.904041
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 19
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4B
Segment ID: S04
Priority: 4
Between Epperson Dr and Fullerton Rd
Barrier ID: B-3656
Precedence: 13c
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.003759 -117.90432
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 20
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4C
Segment ID: S04
Priority: 4
Between Fullerton Rd and Phillips Dr
Barrier ID: B-3640
Precedence: 13c
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.005782 -117.908376
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 20
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4C
Segment ID: S04
Priority: 2
Between Fullerton Rd and Phillips Dr
Barrier ID: B-1029
Precedence: 13d
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.004932 -117.910281
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 20
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4D
Segment ID: S04
Priority: 2
Between Fullerton Rd and Phillips Dr
Barrier ID: B-1142
Precedence: 13d
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.004609 -117.911492
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 20
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4D
Segment ID: S04
Priority: 2
Between Fullerton Rd and Phillips Dr
Barrier ID: B-1415
ARENTH AVE PAGE DRIVEWAY BARRIERS
1093 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 13d
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.005147 -117.91202
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 20
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4D
Segment ID: S04
Priority: 2
Between Fullerton Rd and Phillips Dr
Barrier ID: B-1397
Precedence: 13d
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.004208 -117.911848
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 20
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4D
Segment ID: S04
Priority: 2
Between Fullerton Rd and Phillips Dr
Barrier ID: B-1563
Precedence: 13d
Type: Driveway
STREET NAME: Arenth Ave
GPS: 34.005273 -117.914321
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 20
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4D
Segment ID: S04
Priority: 2
Between Fullerton Rd and Phillips Dr
Barrier ID: B-1904
Precedence: 3c
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.015114 -117.843005
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2C
Segment ID: S02
Priority: 4
Between Cheryl Ln and Spanish Ln
Barrier ID: B-4100
Precedence: 3d
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.015242 -117.845231
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 4
Between Cheryl Ln and Spanish Ln
Barrier ID: B-4082
Precedence: 3d
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.015208 -117.846134
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 4
Between Cheryl Ln and Spanish Ln
Barrier ID: B-4079
BREA CANYON RD PAGE DRIVEWAY BARRIERS
1094 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 3d
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.014291 -117.847194
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 4
Between Cheryl Ln and Spanish Ln
Barrier ID: B-4076
Precedence: 3d
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.01288 -117.847953
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 4
Between Cheryl Ln and Spanish Ln
Barrier ID: B-4067
Precedence: 3d
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.01288 -117.847953
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 4
Between Cheryl Ln and Spanish Ln
Barrier ID: B-4068
Precedence: 3d
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.011265 -117.847968
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 2
Between Cheryl Ln and Spanish Ln
Barrier ID: B-2198
Precedence: 3d
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.011056 -117.847964
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 2
Between Cheryl Ln and Spanish Ln
Barrier ID: B-2195
Precedence: 3d
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.00962 -117.847155
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 2
Between Spanish Ln and Cheryl ln
Barrier ID: B-2184
BREA CANYON RD PAGE DRIVEWAY BARRIERS
1095 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 3d
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.009635 -117.847641
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 2
Between Spanish Ln and Cheryl ln
Barrier ID: B-2189
Precedence: 3c
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.014248 -117.843546
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2C
Segment ID: S02
Priority: 4
Between Cheryl Ln and Spanish Ln
Barrier ID: B-4087
Precedence: 3c
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.013849 -117.843809
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2C
Segment ID: S02
Priority: 2
Between Cheryl Ln and Spanish Ln
Barrier ID: B-2242
Precedence: 3c
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.010439 -117.84549
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2C
Segment ID: S02
Priority: 2
Between Cheryl Ln and Spanish Ln
Barrier ID: B-2210
Precedence: 3c
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.011166 -117.845899
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2C
Segment ID: S02
Priority: 2
Between Cheryl Ln and Spanish Ln
Barrier ID: B-2219
Precedence: 3c
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.010788 -117.84529
Findings: Driveway is ADA compliant.
Recommendations: No action is required.
Year: 8
Estimated Costs: $0
Cost with CG (30%): $0
Sub Section: 2C
Segment ID: S02
Priority: 2
Between Spanish Ln and Grand crossing
Barrier ID: B-2243
BREA CANYON RD PAGE DRIVEWAY BARRIERS
1096 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 3c
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.011196 -117.845057
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2C
Segment ID: S02
Priority: 2
Between Spanish Ln and Grand crossing
Barrier ID: B-2214
Precedence: 3c
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.01141 -117.844468
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2c
Segment ID: S02
Priority: 2
Between Spanish Ln and Grand crossing
Barrier ID: B-2217
Precedence: 3c
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.012898 -117.844047
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2C
Segment ID: S02
Priority: 2
Between Spanish Ln and Grand crossing
Barrier ID: B-2232
Precedence: 3c
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.013085 -117.844289
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2C
Segment ID: S02
Priority: 2
Between Spanish Ln and Grand crossing
Barrier ID: B-2237
Precedence: 3c
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.013737 -117.843526
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2C
Segment ID: S02
Priority: 2
Between Spanish Ln and Grand crossing
Barrier ID: B-2240
Precedence: 3b
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.008105 -117.848854
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2B
Segment ID: S02
Priority: 2
Between Currier Rd and N/A
Barrier ID: B-2202
BREA CANYON RD PAGE DRIVEWAY BARRIERS
1097 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 3b
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.008247 -117.851217
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 2B
Segment ID: S02
Priority: 4
Between Currier Rd and N/A
Barrier ID: B-4051
Precedence: 3b
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.008345 -117.851389
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2B
Segment ID: S02
Priority: 4
Between Currier Rd and N/A
Barrier ID: B-4045
Precedence: 3b
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.008352 -117.851954
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2B
Segment ID: S02
Priority: 4
Between Currier Rd and N/A
Barrier ID: B-4041
Precedence: 3b
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.008667 -117.852919
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 8
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2B
Segment ID: S02
Priority: 4
Between Currier Rd and N/A
Barrier ID: B-4027
Precedence: 3d
Type: Driveway
STREET NAME: Brea Canyon Rd
GPS: 34.015255 -117.8449
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 4
Between Cheryl Ln and Spanish Ln
Barrier ID: B-4083
Precedence: 7c
Type: Driveway
STREET NAME: Canada Ct
GPS: 34.002947 -117.920917
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 13
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 5C
Segment ID: S05
Priority: 4
Between Rowland St and N/A
Barrier ID: B-3365
CANADA CT PAGE DRIVEWAY BARRIERS
1098 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 7c
Type: Driveway
STREET NAME: Canada Ct
GPS: 34.002406 -117.921232
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 13
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 5C
Segment ID: S05
Priority: 4
Between Rowland St and N/A
Barrier ID: B-3348
Precedence: 7c
Type: Driveway
STREET NAME: Canada Ct
GPS: 34.00367 -117.920678
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 13
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 5C
Segment ID: S05
Priority: 4
Between Rowland St and N/A
Barrier ID: B-3377
Precedence: 7c
Type: Driveway
STREET NAME: Canada Ct
GPS: 34.003637 -117.921188
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 13
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 5C
Segment ID: S05
Priority: 4
Between Rowland St and N/A
Barrier ID: B-3360
Precedence: 7c
Type: Driveway
STREET NAME: Canada Ct
GPS: 34.003648 -117.920958
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 13
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 5C
Segment ID: S05
Priority: 4
Between Rowland St and Rowland st
Barrier ID: B-3371
Precedence: 7c
Type: Driveway
STREET NAME: Canada Ct
GPS: 34.003267 -117.921111
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 13
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 5C
Segment ID: S05
Priority: 4
Between Rowland St and Rowland st
Barrier ID: B-3358
Precedence: 7c
Type: Driveway
STREET NAME: Canada Ct
GPS: 34.003148 -117.920984
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 13
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 5C
Segment ID: S05
Priority: 4
Between Rowland St and Rowland st
Barrier ID: B-3363
CANADA CT PAGE DRIVEWAY BARRIERS
1099 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 7c
Type: Driveway
STREET NAME: Canada Ct
GPS: 34.002394 -117.921183
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 13
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 5C
Segment ID: S05
Priority: 4
Between Rowland St and Rowland st
Barrier ID: B-3350
Precedence: 11d
Type: Driveway
STREET NAME: Capitol Ave
GPS: 34.016627 -118.049031
Findings: Driveway is not a part of pedestrian access route.
Recommendations: No action necessary.
Year: 17
Estimated Costs: $0
Cost with CG (30%): $0
Sub Section: 13D
Segment ID: S13
Priority: 4
Between Mission Mill Rd and Rose Hills Rd
Barrier ID: B-3038
Precedence: 11d
Type: Driveway
STREET NAME: Capitol Ave
GPS: 34.017457 -118.048463
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 17
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 13D
Segment ID: S13
Priority: 4
Between Mission Mill Rd and Rose Hills Rd
Barrier ID: B-3034
Precedence: 4c
Type: Driveway
STREET NAME: Castleton St
GPS: 33.995033 -117.921444
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 6C
Segment ID: S06
Priority: 4
Between Albatross Rd and Hanover Rd
Barrier ID: B-3380
Precedence: 4c
Type: Driveway
STREET NAME: Castleton St
GPS: 33.994253 -117.920704
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 6C
Segment ID: S06
Priority: 4
Between Albatross Rd and Hanover Rd
Barrier ID: B-3396
Precedence: 4c
Type: Driveway
STREET NAME: Castleton St
GPS: 33.994197 -117.920481
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 6C
Segment ID: S06
Priority: 4
Between Albatross Rd and Hanover Rd
Barrier ID: B-3403
CASTLETON ST PAGE DRIVEWAY BARRIERS
1100 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 4c
Type: Driveway
STREET NAME: Castleton St
GPS: 33.994439 -117.920764
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 6C
Segment ID: S06
Priority: 4
Between Albatross Rd and Hanover Rd
Barrier ID: B-3393
Precedence: 4c
Type: Driveway
STREET NAME: Castleton St
GPS: 33.994922 -117.920814
Findings: Driveway is ADA compliant.
Recommendations: No action is required.
Year: 10
Estimated Costs: $0
Cost with CG (30%): $0
Sub Section: 6C
Segment ID: S06
Priority: 4
Between Albatross Rd and Hanover Rd
Barrier ID: B-4186
Precedence: 4c
Type: Driveway
STREET NAME: Castleton St
GPS: 33.993621 -117.919882
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 6C
Segment ID: S06
Priority: 2
Between Walnut Hall Rd and Hanover Rd
Barrier ID: B-1925
Precedence: 4c
Type: Driveway
STREET NAME: Castleton St
GPS: 33.993562 -117.919238
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 6C
Segment ID: S06
Priority: 2
Between Walnut Hall Rd and Hanover Rd
Barrier ID: B-1797
Precedence: 4c
Type: Driveway
STREET NAME: Castleton St
GPS: 33.992744 -117.917993
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 6C
Segment ID: S06
Priority: 2
Between Walnut Hall Rd and Hanover Rd
Barrier ID: B-1430
Precedence: 4c
Type: Driveway
STREET NAME: Castleton St
GPS: 33.993983 -117.919233
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 10
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 6C
Segment ID: S06
Priority: 2
Between Walnut Hall Rd and Hanover Rd
Barrier ID: B-2010
CASTLETON ST PAGE DRIVEWAY BARRIERS
1101 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 7a
Type: Driveway
STREET NAME: Castleton St
GPS: 33.992531 -117.913448
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 12
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 5A
Segment ID: S05
Priority: 3
Between Stoner Creek Rd and Walnut Hall Rd
Barrier ID: B-2395
Precedence: 7a
Type: Driveway
STREET NAME: Castleton St
GPS: 33.992667 -117.912487
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 12
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 5A
Segment ID: S05
Priority: 3
Between Stoner Creek Rd and Stone Creek Rd
Barrier ID: B-2385
Precedence: 4b
Type: Driveway
STREET NAME: Castleton St
GPS: 33.992684 -117.91433
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 6B
Segment ID: S06
Priority: 2
Between Stoner Creek Rd and Walnut Hall Rd
Barrier ID: B-2061
Precedence: 4b
Type: Driveway
STREET NAME: Castleton St
GPS: 33.992642 -117.913612
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $7,220
Cost with CG (30%): $9,386
Sub Section: 6B
Segment ID: S06
Priority: 3
Between Stoner Creek Rd and Walnut Hall Rd
Barrier ID: B-2394
Precedence: 13a
Type: Driveway
STREET NAME: Charlie Rd
GPS: 33.998443 -117.89484
Findings: Driveway is ADA compliant.
Recommendations: No action is required.
Year: 18
Estimated Costs: $0
Cost with CG (30%): $0
Sub Section: 4A
Segment ID: S04
Priority: 4
Between San Jose Ave and Railroad St
Barrier ID: B-4193
Precedence: 13a
Type: Driveway
STREET NAME: Charlie Rd
GPS: 33.998303 -117.894828
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 18
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 4A
Segment ID: S04
Priority: 4
Between San Jose Ave and Railroad St
Barrier ID: B-3860
CHARLIE RD PAGE DRIVEWAY BARRIERS
1102 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 3d
Type: Driveway
STREET NAME: Cheryl Ln
GPS: 34.009813 -117.848185
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 2
Between Spanish ln and Brea Canyon
Barrier ID: B-2194
Precedence: 3d
Type: Driveway
STREET NAME: Cheryl Ln
GPS: 34.012351 -117.848124
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 2
Between Spanish ln and Brea Canyon
Barrier ID: B-2204
Precedence: 3d
Type: Driveway
STREET NAME: Cheryl Ln
GPS: 34.012351 -117.848124
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 2
Between Spanish ln and Brea Canyon
Barrier ID: B-2205
Precedence: 3d
Type: Driveway
STREET NAME: Cheryl Ln
GPS: 34.013752 -117.847935
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 4
Between Spanish ln and Brea Canyon
Barrier ID: B-4071
Precedence: 3d
Type: Driveway
STREET NAME: Cheryl Ln
GPS: 34.01393 -117.847773
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 4
Between Spanish ln and Brea Canyon
Barrier ID: B-4072
Precedence: 3d
Type: Driveway
STREET NAME: Cheryl Ln
GPS: 34.014318 -117.847384
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 4
Between Spanish ln and Brea Canyon
Barrier ID: B-4073
CHERYL LN PAGE DRIVEWAY BARRIERS
1103 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 3d
Type: Driveway
STREET NAME: Cheryl Ln
GPS: 34.015319 -117.846292
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 4
Between Spanish ln and Brea Canyon
Barrier ID: B-4078
Precedence: 3d
Type: Driveway
STREET NAME: Cheryl Ln
GPS: 34.015409 -117.845501
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 4
Between Spanish ln and Brea Canyon
Barrier ID: B-4081
Precedence: 3d
Type: Driveway
STREET NAME: Cheryl Ln
GPS: 34.015406 -117.844134
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 4
Between Spanish ln and Brea Canyon
Barrier ID: B-4084
Precedence: 3d
Type: Driveway
STREET NAME: Cheryl Ln
GPS: 34.015308 -117.843407
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 4
Between Spanish ln and Brea Canyon
Barrier ID: B-4093
Precedence: 3d
Type: Driveway
STREET NAME: Cheryl Ln
GPS: 34.009768 -117.84753
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 2
Between Spanish ln and Brea Canyon
Barrier ID: B-2188
Precedence: 3d
Type: Driveway
STREET NAME: Cheryl Ln
GPS: 34.009762 -117.846857
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 9
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 2D
Segment ID: S02
Priority: 2
Between Spanish ln and Brea Canyon
Barrier ID: B-2181
CHERYL LN PAGE DRIVEWAY BARRIERS
1104 Submittal: November 1, 2024
Driveway ADA Assessment - Photo Report
City of Industry
Precedence: 7d
Type: Driveway
STREET NAME: Chestnut St
GPS: 34.007312 -117.925115
Findings: Driveway is ADA compliant.
Recommendations: No action is required.
Year: 13
Estimated Costs: $0
Cost with CG (30%): $0
Sub Section: 5D
Segment ID: S05
Priority: 4
Between S Azusa ave and S Hatcher ave
Barrier ID: B-4184
Precedence: 7d
Type: Driveway
STREET NAME: Chestnut St
GPS: 34.007312 -117.925115
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 13
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 5D
Segment ID: S05
Priority: 4
Between S Azusa ave and S Hatcher ave
Barrier ID: B-3310
Precedence: 7d
Type: Driveway
STREET NAME: Chestnut St
GPS: 34.006098 -117.924007
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 13
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 5D
Segment ID: S05
Priority: 4
Between S Azusa ave and S Hatcher ave
Barrier ID: B-3316
Precedence: 7d
Type: Driveway
STREET NAME: Chestnut St
GPS: 34.004027 -117.922701
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.
Recommendations: Remove and dispose of concrete.
Replace with compliant driveway including a minimum 4 ft wide level passing lane for pedestrian right of way.
Year: 13
Estimated Costs: $12,100
Cost with CG (30%): $15,730
Sub Section: 5D
Segment ID: S05
Priority: 4
Between S Azusa ave and S Hatcher ave
Barrier ID: B-3320
Precedence: 8b
Type: Driveway
STREET NAME: Chestnut St
GPS: 34.007857 -117.929331
Findings: Driveway is not ADA compliant and does not provide a level passing lane for pedestrian traffic.