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Hi Shasta,
When I am replacing the ramps with my projects, they must meet current code which we refer to PROWAG and use ODOT curb ramp details. I believe this one would fall under RD905 (attached).
Impacted ramps need to be replaced with ramps that meet current standards.
It would require a max extent feasible memo (or design deviation) to Joe W for sign off to have something else.
I have a couple of these if my ramps cannot meet slopes or our ROW is limited. But again, preferably these would be designed and signed off on prior to construction.
I hope that helps! Give me a call if you would like too, 971-413-5875
~Nichole
________________________________
From: Shasta Billings-Beck <shastab@tigard-or.gov>
Sent: Tuesday, February 13, 2024 10:32 AM
To: Nichole George <nicholeg@tigard-or.gov>
Subject: FW: ADA Ramp- 135th and Walnut St
Hi Nichole,
There is currently an ADA ramp in the NW corner of the intersection of SW 135th Ave and SW Fern St that Emery thinks will likely be impacted during pipeline installation for the Reservoir
18 project (photo attached). Since it is in COT jurisdiction Emery is asking for permission to restore to its original/existing condition. Will you please confirm if that is acceptable?
If possible, direction by the end of this week would be wonderful!
Thanks so much,
Shasta
Shasta Billings-Beck, PE (she/her) | Senior Project Engineer
City of Tigard | Public Works, Engineering
Direct: 503.718.2698<tel:5555555555> | Cell: 971.727.4349<tel:5555555555>
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From: Lindsay Aldrich <Lindsay.Aldrich@emeryandsons.com>
Sent: Tuesday, February 13, 2024 9:55 AM
To: Shasta Billings-Beck <shastab@tigard-or.gov>
Cc: Michael McKillip <Michael.McKillip@consoreng.com>; Matt Atiyeh <Matt.Atiyeh@emeryandsons.com>
Subject: ADA Ramp- 135th and Walnut St
Hi Shasta,
There is a partial ADA ramp at the intersection of 135th St and Fern that will likely be wiped out during pipeline installation (see attached photo for clarity). Since this ramp is not
called for removal/replacement in the contract drawings and it is in COT jurisdiction, I want to confirm that we can replace it by restoring it to its original/existing condition.
With a similar situation at 153rd Terrace and SW Wintergreen St, we replaced the ADA ramp in like-kind as well, but this was in County jurisdiction.
Looking forward to your thoughts.
Thank you,
[cid:image001.png@01DA5E61.91165710]
Lindsay Aldrich
Main: 503.588.7576 | Fax: 503.371.6637 | Cell: 541.530.4737
Lindsay.Aldrich@EmeryandSons.com<mailto:Lindsay.Aldrich@EmeryandSons.com>
Emery & Sons Construction Group, LLC
3841 Fairview Industrial Dr SE Ste. 150 | Salem, OR 97302
PO Box 13069| Salem, OR 97309
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RD905 DIRECTIONAL CURBS PLACEMENT FOR DETECTABLE WARNING SURFACE RD905.dgn NEW DRAWING CREATED07-2020 14-JAN-2022N/A 14-JAN-2022 01-2022 REVISED NOTES Back of curb Level landing Grade
break Back of curb GRADE BREAK ≤ 5 FT. FROM BACK OF CURB CURB RAMP CROSSING CURB RAMP CROSSING 2' min. curb ramp Width of Y ≤ 5' Level landing < 5.0% running slope Directional curb
< 5.0% running slope Directional curb curb ramp Width of Ramp run Back of curb Grade break Y > 5' CURB RAMP CROSSING curb ramp Width of Level landing < 5.0% running slope Directional
curb DIRECTIONAL CURB WITH FLARED CONSTRUCTION Ramp run Ramp run LEGEND: crosswalk Intended crosswalk Intended Y > 5' GRADE BREAK > 5 FT. FROM BACK OF CURB crosswalk Intended
(See general note 3) Curb and gutter (See general note 3) Curb and gutter (See general note 3) Curb and gutter Marked or intended crossing location Sidewalk Detectable warning surface
* See general note 5 (Max. 10.0% finished surface slope) Flare slope (Max. 8.3% finished surface slope) Running slope 7.5% max. 5. Detectable warning surface placement across
the grade break is prohibited. 4. Detectable warning surface placement for perpendicular ramps vary as shown. 3. On or along state highways, curb and gutter is required at curb ramps.
See Std. Dwg. RD902 for detectable warning surface installation details. See Std. Dwgs. RD700 & RD701 for curbs. 2. See project plans for details not shown. 1. Detectable
warning surface details & locations are based on applicable ODOT Standards. GENERAL NOTES FOR ALL DETAILS ON THIS SHEET: * See general note 5 * Grade break Buffer strip (non-walkable)
Buffer strip (non-walkable) min. 2' 2' min. the current Oregon Standard Specifications. All materials shall be in accordance with DATE REVISION DESCRIPTION OREGON STANDARD DRAWINGS
2024 DATE SDR BOOK NO. CALC. Effective Date: December 1, 2023 - May 31, 2024 Professional Engineer. first consulting a Registered and should not be used without sole responsibility
of the user principles and practices, is the generally accepted engineering designed in accordance with Standard Drawing, while The selection and use of this