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HomeMy WebLinkAboutDaly_Avenue_-_Jeffrey_Drive_To_Patricia_Drive_4_7_2026_8_05_44_AM_b6c98aa0-fc16-486d-a5a5-e4f2fd4a36fd_ExcelName Record Number 369644 369638 369642 369643 369631 369647 369649 369652 368721 369646 369648 369650 369651 368719 368720 368722 369639 369645 369637 369632 369633 369634 369629 369641 369636 369635 369640 368723 369630 368724 Picture 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Daly Avenue - Jeffrey Drive To Patricia Drive - Jeffrey Drive To Patricia Drive San Luis Obispo, CA 93405 Category Sidewalks Sidewalks Sidewalks Sidewalks Sidewalks Curb Ramps Curb Ramps Curb Ramps Curb Ramps Curb Ramps Curb Ramps Curb Ramps Curb Ramps Curb Ramps Curb Ramps Curb Ramps Sidewalks Sidewalks Sidewalks Sidewalks Sidewalks Sidewalks Sidewalks Sidewalks Sidewalks Sidewalks Sidewalks Sidewalks Sidewalks Sidewalks Location Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Sub Location Description North Side North Side North Side North Side South Side Northeast Corner Of Patricia Drive @ 35.300081252696, -120.683404952288 Northwest Corner Of Jeffrey Drive @ 35.300087819844, -120.680981576443 Southeast Corner Of Patricia Drive @ 35.299928019093, -120.683404952288 Southwest Corner Of Jeffrey Drive @ 35.299928019093, -120.680986940861 Northeast Corner Of Patricia Drive @ 35.300081252696, -120.683404952288 Northwest Corner Of Jeffrey Drive @ 35.300087819844, -120.680981576443 Northwest Corner Of Jeffrey Drive @ 35.300087819844, -120.680981576443 Southeast Corner Of Patricia Drive @ 35.299928019093, -120.683404952288 Southwest Corner Of Jeffrey Drive @ 35.299928019093, -120.680986940861 Southwest Corner Of Jeffrey Drive @ 35.299928019093, -120.680986940861 Southwest Corner Of Jeffrey Drive @ 35.299928019093, -120.680986940861 North Side North Side North Side South Side South Side South Side South Side North Side North Side North Side North Side South Side South Side South Side Sub Description Change In Level East Of Patricia Drive @ 35.300068118399, -120.682834982872 Change In Level East Of Patricia Drive @ 35.300073591023, -120.681454986334 Change In Level East Of Patricia Drive @ 35.300074685548, -120.681940466166 Change In Level East Of Patricia Drive @ 35.300075780072, -120.681471079588 Change In Level West Of Jeffrey Drive @ 35.299934586253, -120.683029443026 Bottom Landing Bottom Landing Bush East Of Patricia Drive @ 35.300077969122, -120.681564956903 Bush East Of Patricia Drive @ 35.300077969122, -120.681601166725 Sidewalk East Of Patricia Drive @ 35.300072496498, -120.682582855225 Bush West Of Jeffrey Drive @ 35.299932397200, -120.683347284794 Driveway West Of Jeffrey Drive @ 35.299937869833, -120.681821107864 Driveway West Of Jeffrey Drive @ 35.299937869833, -120.682425945997 Sidewalk West Of Jeffrey Drive @ 35.299938964360, -120.682999938726 Bush East Of Patricia Drive @ 35.300074685548, -120.682794749737 Sidewalk East Of Patricia Drive @ 35.300072496498, -120.682582855225 Sidewalk East Of Patricia Drive @ 35.300074685548, -120.681940466166 Tree East Of Patricia Drive @ 35.300077969122, -120.681739300489 Sidewalk West Of Jeffrey Drive @ 35.299936775307, -120.681593120098 Sidewalk West Of Jeffrey Drive @ 35.299938964360, -120.682038366795 Sidewalk West Of Jeffrey Drive @ 35.299940058886, -120.681056678295 Item Change in Level - Beveled Change in Level - Non Beveled Change in Level - Non Beveled Change in Level - Non Beveled Change in Level - Non Beveled Detectable Warning Domes Direction Detectable Warning Domes Direction Detectable Warning Domes Direction Detectable Warning Domes Direction Wholly Contained Within The Marked Crossing Wholly Contained Within The Marked Crossing Landing Accumulates Water - Wet Conditions Wholly Contained Within The Marked Crossing Wholly Contained Within The Marked Crossing Right Side Flare Slope Bottom Landing Slope Sidewalk Width at Obstruction Sidewalk Width at Obstruction Running Slope Sidewalk Width at Obstruction Crosswalks and Detectable Warnings Crosswalks and Detectable Warnings Running Slope Overhead Obstruction Height Cross Slope Cross Slope Overhead Obstruction Height Cross Slope Cross Slope Cross Slope Finding There is a change in elevation greater than recommended value. There is a change in elevation greater than recommended value. There is a change in elevation greater than recommended value. There is a change in elevation greater than recommended value. There is a change in elevation greater than recommended value. Detectable warning domes are not aligned in the direction of travel. Detectable warning domes are not aligned in the direction of travel. Detectable warning domes are not aligned in the direction of travel. Detectable warning domes are not aligned in the direction of travel. The curb ramp is not wholly contained within the marked crossing. The curb ramp is not wholly contained within the marked crossing. The curb ramp landing accumulates water. The curb ramp is not wholly contained within the marked crossing. The curb ramp is not wholly contained within the marked crossing. The slope of the curb ramp right side flare is greater than allowed. The bottom landing of the curb ramp is on the street, and the slope of the bottom landing is not compliant. Sidewalk width at the obstruction is not compliant. Sidewalk width at the obstruction is not compliant. Sidewalk running slope is not compliant. Sidewalk width at the obstruction is not compliant. There are no detectable warnings where the pedestrian route crosses vehicular traffic. There are no detectable warnings where the pedestrian route crosses vehicular traffic. Sidewalk running slope is not compliant. Overhead obstruction height is not compliant. Sidewalk cross slope is not compliant. Sidewalk cross slope is not compliant. Overhead obstruction height is not compliant. Sidewalk cross slope is not compliant. Sidewalk cross slope is not compliant. Sidewalk cross slope is not compliant. On Site Finding 0.87 inches 0.50 inches 0.62 inches 0.75 inches 0.62 inches Not Compliant Not Compliant Not Compliant Not Compliant Not Found Not Found Accumulates Water Not Found Not Found 10.40 percent 6.50 percent 33.00 inches 38.00 inches 6.20 percent for 5.00 feet 36.00 inches Not Found Not Found 7.60 percent for 8.00 feet 65.00 inches 2.50 percent for 49.00 feet 6.50 percent for 53.00 feet 62.00 inches 3.20 percent for 42.00 feet 2.80 percent for 30.00 feet 2.50 percent for 24.00 feet Recommendation Ensure that the change in elevation is within the recommended value. Ensure that the change in elevation is within the recommended value. Ensure that the change in elevation is within the recommended value. Ensure that the change in elevation is within the recommended value. Ensure that the change in elevation is within the recommended value. Provide compliant detectable warnings with domes aligned in the direction of travel. Provide compliant detectable warnings with domes aligned in the direction of travel. Provide compliant detectable warnings with domes aligned in the direction of travel. Provide compliant detectable warnings with domes aligned in the direction of travel. Provide a marked crossing on the path of travel; make certain the curb ramp is wholly contained within the marked crossing. Provide a marked crossing on the path of travel; make certain the curb ramp is wholly contained within the marked crossing. Provide sufficient clear space at the bottom of the curb ramp that does not accumulate water. Provide a marked crossing on the path of travel; make certain the curb ramp is wholly contained within the marked crossing. Provide a marked crossing on the path of travel; make certain the curb ramp is wholly contained within the marked crossing. Provide curb ramp side flares with a compliant slope. Ensure the bottom landing slope is compliant and provides a smooth transition. Remove obstruction or modify sidewalk. Remove obstruction or modify sidewalk. Repave the sidewalk surface with the recommended running slope. Remove obstruction or modify sidewalk. Provide detectable warnings. Provide detectable warnings. Repave the sidewalk surface with the recommended running slope. Provide a compliant vertical clearance height. Repave the sidewalk surface with the recommended cross slope. Repave the sidewalk surface with the recommended cross slope. Provide a compliant vertical clearance height. Repave the sidewalk surface with the recommended cross slope. Repave the sidewalk surface with the recommended cross slope. Repave the sidewalk surface with the recommended cross slope. Recommended Value Up to 0.50 inches Up to 0.25 inches Up to 0.25 inches Up to 0.25 inches Up to 0.25 inches See Recommendation See Recommendation See Recommendation See Recommendation See Recommendation See Recommendation See Recommendation See Recommendation See Recommendation Up to 10.00 percent Up to 5.00 percent At least 48.00 inches At least 48.00 inches Up to 5.00 percent At least 48.00 inches See Recommendation See Recommendation Up to 5.00 percent At least 80.00 inches Up to 2.08 percent Up to 2.08 percent At least 80.00 inches Up to 2.08 percent Up to 2.08 percent Up to 2.08 percent Deviation 0.37 0.25 0.37 0.50 0.37 0.40 1.50 -15.00 -10.00 1.20 -12.00 2.60 -15.00 0.42 4.42 -18.00 1.12 0.72 0.42 Measure Units inches inches inches inches inches percent percent inches inches percent inches percent inches percent percent inches percent percent percent Costing Info Remove hazard Remove hazard Remove hazard Remove hazard Remove hazard Install compliant detectable warnings Install compliant detectable warnings Install compliant detectable warnings Install compliant detectable warnings Install crosswalk Install crosswalk Provide compliant landing Install crosswalk Install crosswalk Install flared sides Repave landing Fix Sidewalk Install compliant detectable warnings Install compliant detectable warnings Fix Sidewalk Fix Sidewalk Fix Sidewalk Fix Sidewalk Fix Sidewalk Fix Sidewalk Blank or Unassigned cost estimate cells indicate further design requirements or modification by original vendor. Estimated Cost 198 198 198 198 198 190 190 190 190 800 800 255 800 800 1300 1260 1260 1260 180 1260 190 190 288 1764 1908 1512 1080 864 19521 Notes Code Reference ADA 206, 302 ADA 206, 302 ADA 206, 302 ADA 206, 302 ADA 206, 302 ADA 406, 406.5 ADA 406, 406.5 ADA 405, 406.1, 405.10 ADA 406, 406.5 ADA 406, 406.5 ADA 406.3, CA 11B-406.2 ADA 406, 406.2, CA 11B-406.5 ADA 206, 302, 403.5, CA 11B-403.5 ADA 206, 302, 403.5, CA 11B-403.5 ADA 206, 302 ADA 206, 302, 403.5, CA 11B-403.5 ADA 705, CA 11B-705.1,247.1 ADA 705, CA 11B-705.1,247.1 ADA 206, 302 ADA 206, 307.4, CA 11B-307.4 ADA 206, 302, CA 11B-403.3 ADA 206, 302, CA 11B-403.3 ADA 206, 307.4, CA 11B-307.4 ADA 206, 302, CA 11B-403.3 ADA 206, 302, CA 11B-403.3 ADA 206, 302, CA 11B-403.3 None Landlord Tenant Both City County District Resident Other Cost Responsibility Tenant Tenant Tenant Tenant Tenant Landlord Landlord Landlord Landlord Landlord Landlord Landlord Landlord Landlord Landlord Landlord Landlord Landlord Landlord Landlord Landlord Landlord Landlord None Tenant Tenant None Tenant Tenant Tenant 0 0 0 0 0 0 0 0 0 Priority Three Three Three Three Three Four Four Four Four Five Five Five Five Five Five Five Five Five Five Five Five Five Five Eight Eight Eight Eight Eight Eight Eight Progress Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Resolution Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Not_Set Projected Completion Date 12/31/2037 12/31/2037 12/31/2037 12/31/2037 12/31/2037 12/31/2026 12/31/2026 12/31/2026 12/31/2026 12/31/2035 12/31/2035 12/31/2035 12/31/2035 12/31/2035 12/31/2035 12/31/2035 12/31/2035 12/31/2035 12/31/2035 12/31/2035 12/31/2035 12/31/2035 12/31/2035 12/31/2035 12/31/2035 12/31/2035 12/31/2035 12/31/2035 Actual Completion Date Actual Cost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Comments Streets will grind or ramp and notify property owner if necessary. GCRUCESLOCITY.ORG. Streets will grind or ramp and notify property owner if necessary. GCRUCESLOCITY.ORG. Streets will grind or ramp and notify property owner if necessary. GCRUCESLOCITY.ORG. Streets will grind or ramp and notify property owner if necessary. GCRUCESLOCITY.ORG. Streets will grind or ramp and notify property owner if necessary. GCRUCESLOCITY.ORG. No Comments No Comments No Comments No Comments No Comments No Comments No Comments No Comments No Comments No Comments No Comments No Comments No Comments No Comments No Comments No Comments No Comments No Comments 1. Part of Public Utility2. City to do outreach on ROW vegetation requirements GCRUCESLOCITY.ORG. No Comments No Comments 1. Part of Public Utility2. City to do outreach on ROW vegetation requirements GCRUCESLOCITY.ORG. No Comments No Comments No Comments Contractor Assignment Category_1 Category_1 Category_1 Category_1 Category_1 Category_2 Category_2 Category_2 Category_2 Category_2 Category_2 Category_2 Category_2 Category_2 Category_2 Category_2 Category_2 Category_2 Category_2 Category_2 Category_2 Category_2 Category_2 Not_Set Category_3 Category_3 Not_Set Category_3 Category_3 Category_3 New Value 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Latitude 35.300068118399 35.300073591023 35.300074685548 35.300075780072 35.299934586253 35.300081252696 35.300087819844 35.299928019093 35.299928019093 35.300081252696 35.300087819844 35.300087819844 35.299928019093 35.299928019093 35.299928019093 35.299928019093 35.300077969122 35.300077969122 35.300072496498 35.299932397200 35.299937869833 35.299937869833 35.299938964360 35.300074685548 35.300072496498 35.300074685548 35.300077969122 35.299936775307 35.299938964360 35.299940058886 Longitude -120.682834982872 -120.681454986334 -120.681940466166 -120.681471079588 -120.683029443026 -120.683404952288 -120.680981576443 -120.683404952288 -120.680986940861 -120.683404952288 -120.680981576443 -120.680981576443 -120.683404952288 -120.680986940861 -120.680986940861 -120.680986940861 -120.681564956903 -120.681601166725 -120.682582855225 -120.683347284794 -120.681821107864 -120.682425945997 -120.682999938726 -120.682794749737 -120.682582855225 -120.681940466166 -120.681739300489 -120.681593120098 -120.682038366795 -120.681056678295 Designated Staff STREETS STREETS STREETS STREETS STREETS TRANS TRANS TRANS TRANS ENG ENG ENG ENG ENG ENG ENG ENG ENG ENG ENG ENG ENG ENG PO PO PO PO PO Daly Avenue - Jeffrey Drive To Patricia Drive Main Picture