| Review Type |
Outcome |
Est. Completion Date |
Completed |
|
Redesign Review
|
Approved
|
11/12/2024
|
11/07/2024
|
|
|
Gene Williams, P.E.
|
|
|
Miscellaneous Correction
Corrective Action Required
I am not seeing any difference in this re-design from the previous revision from two weeks ago. What has changed? Explanation required.
|
|
|
|
|
Redesign Review
|
Rejected
|
10/31/2024
|
10/31/2024
|
|
|
Gene Williams, P.E.
|
|
|
Miscellaneous Correction
Corrective Action Required
I am not seeing any difference in this re-design from the previous revision from two weeks ago. What has changed? Explanation required.
|
|
|
|
|
Engineering Review - Street and Storm
|
No Comments
|
07/02/2024
|
06/28/2024
|
|
|
Gene Williams, P.E.
|
|
|
|
|
Engineer Review - Grading
|
No Comments
|
06/21/2024
|
06/21/2024
|
|
|
Gene Williams, P.E.
|
|
|
Misc
Cross-sections shall be required for this project since there is no mass grading plan for the interior portion of the project along Bailey Rd. Please provide cross-sections in accordance with the Design and Construction Manual.
|
|
|
|
|
Engineering Review - Street and Storm
|
No Comments
|
06/21/2024
|
06/21/2024
|
|
|
Gene Williams, P.E.
|
|
|
Misc
Tactile warning (i.e., truncated domes) are greater than 5.00 feet from the back of curb on two (2) ADA-accessible ramps shown on Sheet 8 (i.e., one (1) on the east side, and one (1) on the west side of intersection). A maximum of 5.00 feet is allowed from any portion of the tactile warning to the back of curb. Please revise as appropriate.
|
|
|
KCMMB asphalt mix is required for the project. Please revise the typical pavement section showing KCMMB asphalt pavement mix.
|
|
|
Please specify Type B ADA-accessible ramps straight across intersection rather than offsetting as shown. Install stop sign further to the north just behind the ADA-accessible route across the intersection. If any questions, I can send example of what was done on East Trails Middle School. This method was used at the East Trails Middle School to the west. Please revise.
|
|
|
Miscellaneous Correction
The ADA-accessible ramps shall be detailed with 1) slope callouts, 2) elevation callouts, 3) ADA-accessible route with width across the intersection along with cross-slope callouts, 4) turning space callouts showing no more than 1.5% in any direction, 5) distance from truncated domes to back of curb, and 6) width of sidewalk or greenway trail.
|
|
|
Miscellaneous Correction
Sheet 5: You are showing at least one (1) curb inlet that is installed at-grade rather than a sump condition. As such, KCAPWA has a separate detail for gutter buddy installation. Please show in schematic format on this sheet how the gutter buddies will be installed on the at-grade curb inlet(s). Please call me if any questions.
|
|
|
Miscellaneous Correction
Typical pavement section shall be detailed as to the thickness of asphaltic concrete beneath the curb and gutter. Please provide dimensions of this layer of asphaltic concrete beneath the curb and gutter. This is to ensure there are no misunderstandings in the field as to the requirements. Provide sufficient notation such as "leveling course" or equivalent language, along with the thickness of this layer.
|
|
|
|
|
Traffic Review - Streets
|
No Comments
|
06/21/2024
|
06/17/2024
|
|
|
Erin Ralovo
|
|
|
|
|
Traffic Review - Streets
|
No Comments
|
02/16/2024
|
02/20/2024
|
|
|
Erin Ralovo
|
|
|
|
|
Engineering Review - Street and Storm
|
Corrections
|
02/16/2024
|
02/16/2024
|
|
|
Gene Williams, P.E.
|
|
|
Misc
Corrective Action Required
Tactile warning (i.e., truncated domes) are greater than 5.00 feet from the back of curb on two (2) ADA-accessible ramps shown on Sheet 8 (i.e., one (1) on the east side, and one (1) on the west side of intersection). A maximum of 5.00 feet is allowed from any portion of the tactile warning to the back of curb. Please revise as appropriate.
|
|
|
Corrective Action Required
KCMMB asphalt mix is required for the project. Please revise the typical pavement section showing KCMMB asphalt pavement mix.
|
|
|
Corrective Action Required
Please specify Type B ADA-accessible ramps straight across intersection rather than offsetting as shown. Install stop sign further to the north just behind the ADA-accessible route across the intersection. If any questions, I can send example of what was done on East Trails Middle School. This method was used at the East Trails Middle School to the west. Please revise.
|
|
|
Miscellaneous Correction
Corrective Action Required
The ADA-accessible ramps shall be detailed with 1) slope callouts, 2) elevation callouts, 3) ADA-accessible route with width across the intersection along with cross-slope callouts, 4) turning space callouts showing no more than 1.5% in any direction, 5) distance from truncated domes to back of curb, and 6) width of sidewalk or greenway trail.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 5: You are showing at least one (1) curb inlet that is installed at-grade rather than a sump condition. As such, KCAPWA has a separate detail for gutter buddy installation. Please show in schematic format on this sheet how the gutter buddies will be installed on the at-grade curb inlet(s). Please call me if any questions.
|
|
|
Miscellaneous Correction
Corrective Action Required
Typical pavement section shall be detailed as to the thickness of asphaltic concrete beneath the curb and gutter. Please provide dimensions of this layer of asphaltic concrete beneath the curb and gutter. This is to ensure there are no misunderstandings in the field as to the requirements. Provide sufficient notation such as "leveling course" or equivalent language, along with the thickness of this layer.
|
|
|
|
|
Engineering Review - Streetlight
|
No Comments
|
02/16/2024
|
02/16/2024
|
|
|
Gene Williams, P.E.
|
|
|
|
|
Engineer Review - Grading
|
Corrections
|
02/16/2024
|
02/16/2024
|
|
|
Gene Williams, P.E.
|
|
|
Misc
Corrective Action Required
Cross-sections shall be required for this project since there is no mass grading plan for the interior portion of the project along Bailey Rd. Please provide cross-sections in accordance with the Design and Construction Manual.
|
|
|
|
