CURB RAMP INSPECTION REPORT

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1 11.9% St Ltg Box Pac Bell Elec St Ltg Box CURB RAMP INSPECTION REPORT 149 BLUXOME STREET - SAN FRANCISCO - 5TH STREET & TOWNSEND STREET APPLICANT: ZAYO GROUP DATE: 2/9/ % 1.4% 12.1% 0.3% 0.6% 12.7% 11.4% 0.4% 3.2% Fire Alarm 3.0% % 2.7% 0.3% 0.5% 0.6% 1.1% 0.1% 0.3% 0.2% LEGEND: ADA RAMPS INSPECTED ALMENDARIZ CONSULTING, INC SUNCAST LN STE 9 EL DORADO HILLS, CA (888) OFFICE (888) FAX CA C31 LIC # TRENCH ROUTE M.S MEETS DPW STANDARD PLAN 55,017, REV.4, DWG. CR-1

2 Ramp Number: 1 - N RIGHT - Corner Ramp N Curb Return Corner ADD PHOTO

3 Ramp Number: 1 - N RIGHT - Corner Ramp CURB RAMP CHECKLIST: IS THERE A CURB RAMP DOES IT MEET DPW STANDARD CURB RAMP PLAN 55,017 Rev.3 RAMP: 4FT. WIDE RAMP 4FT. X 4FT. LEVEL LANDING AT TOP (2% MAX. GRADE IN ALL DIRECTIONS 2FT. 2FT. X 4FT. LEVEL LANDING AT BOTTOM (2% MAX. CROSS SLOPE GRADE) SLOPE OF RAMP MEETS REQUIREMENTS (MAX. 8.3%) CROSS SLOPE OF RAMP 2% MAX OR LESS RAMP CENTERLINE PARALLEL TO CROSSWALK IF NOT PARALLEL, GIVE LOCATION: RAMP SURFACE IS SLIP RESISTANT RAMP FLARES: RAMP FLARE IS 10% OR LESS DISTANCE BETWEEN FLARES IS 4FT. OR MORE IF NOT, EXPLAIN IF THERE IS A SITE CONDITION THAT DOES NOT ALLOW FOR 4FT. OF SEPARATION: STREET NAME: IS STREET NAME STAMPED ON THE RAMP FLARE Y / N CURB RAMP BORDER: CURB RAMP GROOVES - 12" WIDE & 1/4" WIDE GROOVES. SPACES 3/4" APART IF NOT, DESCRIBE THE EXISTING CONDITION:

4 Headquarters: (916) Toll Free: (888) Fax: (916) Ramp Number: 1 - N RIGHT - Corner Ramp GUTTER LIP: IS THERE NO LIP AT THE GUTTER SO THE TRANSITION IS SMOOTH IF THERE IS A LIP, DESCRIBE THE EXISTION LIP: VERTICAL OBSTRUCTIONS: ARE THERE ANY OBSTRUCTION IN THE FLARED SIDES IF YES, DESCRIBE OBSTRUCTION: Fire alarm DETECTABLE SURFACE: IS THERE A TRUNCATED DOME IF NO, IS THE RAMP SLOPE GREATER THAN 6.67% BUT LESS THAN 8.33% RECOMMENDATIONS: MEETS DPW STANDARD PLAN 55,017, REV. 4, DWG. CR-1 IF NO, COMPLETE ONE OF THE FOLLOWING IMPROVEMENT PLAN EXCEPTION WAIVER HARDSHIP Ramp does not meet DPW Standard Curb Ramps Plan 55,017 Rev. 4, Dwg. CR-1. We recommend leaving the existing ramp in place and installing truncated domes. See improvement plan. See hardship waiver.

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6 CONSTRUCTION NOTES 1 INSTALL TRUNCATED DOMES MEETING DPW STANDARD CURB RAMPS PLAN 55,017.1 REV. 1, DWG. NO. CR-2. Pac Bell St Ltg Box St Ltg Box Elec 1 SEE SHEET 3B FOR IMPROVEMENTS. CORNER RAMP #1 - NORTH RIGHT CORNER SCALE: 1"=5' ALMENDARIZ CONSULTING, INC SUNCAST LN STE 9 EL DORADO HILLS, CA (888) OFFICE (888) FAX REVISIONS REV DONE REV. DESCRIPTION BY DATE PROJECT NO. DRAWN DESIGNED CHECKED 149 BLUXOME ST. JAV JAV REP DATE FEBRUARY 9TH, 2017 SHEET NO. 3A OF 10

7 Ramp Number: 2 - N LEFT - Corner Ramp N Curb Return Corner ADD PHOTO

8 Ramp Number: 2 - N LEFT - Corner Ramp CURB RAMP CHECKLIST: IS THERE A CURB RAMP DOES IT MEET DPW STANDARD CURB RAMP PLAN 55,017 Rev.3 RAMP: 4FT. WIDE RAMP 4FT. X 4FT. LEVEL LANDING AT TOP (2% MAX. GRADE IN ALL DIRECTIONS 2FT. 2FT. X 4FT. LEVEL LANDING AT BOTTOM (2% MAX. CROSS SLOPE GRADE) SLOPE OF RAMP MEETS REQUIREMENTS (MAX. 8.3%) CROSS SLOPE OF RAMP 2% MAX OR LESS RAMP CENTERLINE PARALLEL TO CROSSWALK IF NOT PARALLEL, GIVE LOCATION: RAMP SURFACE IS SLIP RESISTANT RAMP FLARES: RAMP FLARE IS 10% OR LESS DISTANCE BETWEEN FLARES IS 4FT. OR MORE IF NOT, EXPLAIN IF THERE IS A SITE CONDITION THAT DOES NOT ALLOW FOR 4FT. OF SEPARATION: STREET NAME: IS STREET NAME STAMPED ON THE RAMP FLARE CURB RAMP BORDER: CURB RAMP GROOVES - 12" WIDE & 1/4" WIDE GROOVES. SPACES 3/4" APART IF NOT, DESCRIBE THE EXISTING CONDITION:

9 Headquarters: (916) Toll Free: (888) Fax: (916) Ramp Number: 2 - N LEFT - Corner Ramp GUTTER LIP: IS THERE NO LIP AT THE GUTTER SO THE TRANSITION IS SMOOTH IF THERE IS A LIP, DESCRIBE THE EXISTION LIP: VERTICAL OBSTRUCTIONS: ARE THERE ANY OBSTRUCTION IN THE FLARED SIDES IF YES, DESCRIBE OBSTRUCTION: DETECTABLE SURFACE: IS THERE A TRUNCATED DOME IF NO, IS THE RAMP SLOPE GREATER THAN 6.67% BUT LESS THAN 8.33% RECOMMENDATIONS: MEETS DPW STANDARD PLAN 55,017, REV. 4, DWG. CR-1 IF NO, COMPLETE ONE OF THE FOLLOWING IMPROVEMENT PLAN EXCEPTION WAIVER HARDSHIP No ramp currently exists at this corner. We recommend installing a ramp which meets DPW Standard Curb Ramps Plan 55,017 Rev. 1, Dwg. CR-1. See improvement plan.

10 CONSTRUCTION NOTES 1 CONSTRUCT NEW CURB RAMP MEETING DPW STANDARD CURB RAMPS PLAN 55,017 REV. 4, DWG. NO. CR-1 AND INSTALL TRUNCATED DOMES MEETING DPW STANDARD CURB RAMPS PLAN 55,017.1 REV. 1, DWG. NO. CR-2. AREA SHOWN IS TO PROVIDE THE CONTRACTOR WITH AN APPROXIMATION OF THE LIMITS OF REMOVE AND REPLACE FOR THE CURB RAMP. ANY SIDEWALK CURB AND GUTTER AND ASPHALT PAVEMENT SHOWN WITHIN THE LIMIT IS CONSIDERED AS PART OF THE CURB RAMP CONSTRUCTION WITH NO ADDITIONAL COMPENSATION. 2 REMOVE AND REPLACE ASPHALT CONCRETE ROADWAY WITH 6" HMA OVER 12" CLASS 2 BASE OR MATCH EXISTING, WHICHEVER IS GREATER. Pac Bell 3 REMOVE AND REPLACE CURB AND GUTTER WITH NEW CURB AND GUTTER PER DPW STANDARD COMBINED CURB AND GUTTER PLAN 87,170 TO MATCH EXISTING. St Ltg Box 10.77TS (E)10.76TS St Ltg Box 4 REMOVE AND REPLACE CONCRETE SIDEWALK WITH CITY STANDARD SIDEWALK. CONCRETE LANDING TO BE 4' X 4' WITH MAXIMUM 2% CROSS SLOPE. Elec 10.71TS 2% 4 1.5% TS 9.7% SEE SHEET 3B FOR IMPROVEMENTS. (E)10.00FL BASIS 10.63TS 1.5% 9.6% 8% FL (E)10.23FL 10.22FL 10.10FL 10.11FL 10.13FL 3 2 CORNER RAMP #2 - NORTH LEFT CORNER SCALE: 1"=5' ALMENDARIZ CONSULTING, INC SUNCAST LN STE 9 EL DORADO HILLS, CA (888) OFFICE (888) FAX REVISIONS REV DONE REV. DESCRIPTION BY DATE PROJECT NO. DRAWN DESIGNED CHECKED 149 BLUXOME ST. JAV JAV REP DATE FEBRUARY 9TH, 2017 SHEET NO. 3B OF 10

11 Ramp Number: 3 - W LEFT - Corner Ramp W Curb Return Corner ADD PHOTO

12 Ramp Number: 3 - W LEFT - Corner Ramp CURB RAMP CHECKLIST: IS THERE A CURB RAMP DOES IT MEET DPW STANDARD CURB RAMP PLAN 55,017 Rev.3 RAMP: 4FT. WIDE RAMP 4FT. X 4FT. LEVEL LANDING AT TOP (2% MAX. GRADE IN ALL DIRECTIONS 2FT. 2FT. X 4FT. LEVEL LANDING AT BOTTOM (2% MAX. CROSS SLOPE GRADE) SLOPE OF RAMP MEETS REQUIREMENTS (MAX. 8.3%) CROSS SLOPE OF RAMP 2% MAX OR LESS RAMP CENTERLINE PARALLEL TO CROSSWALK IF NOT PARALLEL, GIVE LOCATION: Towards center of intersection RAMP SURFACE IS SLIP RESISTANT RAMP FLARES: RAMP FLARE IS 10% OR LESS DISTANCE BETWEEN FLARES IS 4FT. OR MORE IF NOT, EXPLAIN IF THERE IS A SITE CONDITION THAT DOES NOT ALLOW FOR 4FT. OF SEPARATION: STREET NAME: IS STREET NAME STAMPED ON THE RAMP FLARE Y / N CURB RAMP BORDER: CURB RAMP GROOVES - 12" WIDE & 1/4" WIDE GROOVES. SPACES 3/4" APART IF NOT, DESCRIBE THE EXISTING CONDITION:

13 Headquarters: (916) Toll Free: (888) Fax: (916) Ramp Number: 3 - W LEFT - Corner Ramp GUTTER LIP: IS THERE NO LIP AT THE GUTTER SO THE TRANSITION IS SMOOTH IF THERE IS A LIP, DESCRIBE THE EXISTION LIP: VERTICAL OBSTRUCTIONS: ARE THERE ANY OBSTRUCTION IN THE FLARED SIDES IF YES, DESCRIBE OBSTRUCTION: DETECTABLE SURFACE: IS THERE A TRUNCATED DOME IF NO, IS THE RAMP SLOPE GREATER THAN 6.67% BUT LESS THAN 8.33% RECOMMENDATIONS: MEETS DPW STANDARD PLAN 55,017, REV. 4, DWG. CR-1 IF NO, COMPLETE ONE OF THE FOLLOWING IMPROVEMENT PLAN EXCEPTION WAIVER HARDSHIP Ramp does not meet DPW Standard Curb Ramps Plan 55,017 Rev. 4, Dwg. CR-1. We recommend leaving the existing ramp in place and installing truncated domes. See improvement plan. See hardship waiver.

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15 CONSTRUCTION NOTES 1 INSTALL TRUNCATED DOMES MEETING DPW STANDARD CURB RAMPS PLAN 55,017.1 REV. 1, DWG. NO. CR-2. 1 CORNER RAMP #3 - WEST LEFT CORNER SCALE: 1"=5' ALMENDARIZ CONSULTING, INC SUNCAST LN STE 9 EL DORADO HILLS, CA (888) OFFICE (888) FAX REVISIONS REV DONE REV. DESCRIPTION BY DATE PROJECT NO. DRAWN DESIGNED CHECKED 149 BLUXOME ST. JAV JAV REP DATE FEBRUARY 9TH, 2017 SHEET NO. 3C OF 10

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