| Review Type |
Outcome |
Est. Completion Date |
Completed |
|
Engineering Review
|
Approved
|
06/11/2025
|
06/11/2025
|
|
|
|
|
|
Comment
Building permit PRCNC20241917 cannot be issued until civil construction permit PRCCP20241846 is issued first. The building permit site plan must match the approved civil plan. The Engineering review cannot be approved until their is an approved civil plan to reference during the review. It is the applicant's responsibility to coordinate building permit application resubmission to avoid redundant reviews and fees in coordination with the civil permit application status.
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|
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See Document Markup
Keynote numbers are duplicated. Revise keynote list and plans with sequential numbering. [SITE PLAN, sheet SP1]
|
|
Engineering Traffic Review
|
Approved
|
06/11/2025
|
06/05/2025
|
|
|
|
|
Design Review
|
VOID
|
06/11/2025
|
05/29/2025
|
|
|
|
|
Planning Review
|
Approved
|
06/11/2025
|
05/29/2025
|
|
|
|
|
Fire Review
|
Approved
|
06/11/2025
|
05/28/2025
|
|
|
|
|
Building Review
|
Approved
|
06/11/2025
|
05/28/2025
|
|
|
|
|
Engineering Traffic Review
|
Approved
|
05/07/2025
|
05/06/2025
|
|
|
|
|
Fire Review
|
Approved
|
05/07/2025
|
05/02/2025
|
|
|
|
|
Engineering Review
|
Failed
|
05/07/2025
|
04/28/2025
|
|
|
|
|
|
See Document Markup
The vertical clearance of the trash enclosure roof shall be a minimum of 15 feet per City Standard 208.1(2) - Enclosures. [CONSTRUCTION PLAN SET, sheet SD1]
|
|
|
See Document Markup
Utility lines are not currently depicted on the site plan. According to the composite utility plan depicted on civil permit application PRCCP20241846, the domestic and fire water lines enter the building through the north wall. Revise the plumbing plan accordingly. Include the reference to civil construction permit PRCCP20241846 in the notes or callout. Depict and label the utility continuation on the site plan. [CONSTRUCTION PLAN SET, sheet P1.0]
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|
|
See Document Markup
For notes P6 and P7, include the reference to civil construction permit PRCCP20241846 in the notes or callout. Depict and label the utility continuation on the site plan. [CONSTRUCTION PLAN SET, sheet P1.2]
|
|
|
See Document Markup
HS-3 is connected to both GW and SAN lines. Only one connection permitted. Revise plans accordingly. [CONSTRUCTION PLAN SET, sheet P1.2]
|
|
|
See Document Markup
All fixtures, equipment, and drain lines located in a facility's food preparation and clean up area, which are sources of FOG, shall be connected to the grease trap. All pre-rinse and/or pre-wash sinks, sinks in dishwashing areas, two or three compartment sinks, wok stoves, self-cleaning stove ventilation/exhaust hood, kitchen floor drains, floor drains, floor sinks, mop sinks, food-prep sinks, hand sinks, and dishwashers must be connected to the grease line discharging through the grease interceptor. No sanitary waste shall be conveyed to the grease interceptor. Please revise the plumbing layout and connections accordingly. The grease interceptor may need to be resized with updated calculations to accommodate the additional fixtures conveyed to the grease interceptor. [CONSTRUCTION PLAN SET, sheet P1.2]
|
|
|
See Document Markup
All fixtures, equipment, and drain lines located in a facility's food preparation and clean up area, which are sources of FOG, shall be connected to the grease trap. All pre-rinse and/or pre-wash sinks, sinks in dishwashing areas, two or three compartment sinks, wok stoves, self-cleaning stove ventilation/exhaust hood, kitchen floor drains, floor drains, floor sinks, mop sinks, food-prep sinks, hand sinks, and dishwashers must be connected to the grease line discharging through the grease interceptor. Update the grease interceptor calculation table to include any rerouted plumbing fixtures. According to the plumbing plans, the washing machine is depicted draining through the grease interceptor, but it is not listed in the sizing calculation. Update the table accordingly. [CONSTRUCTION PLAN SET, sheet P3.0]
|
|
|
See Document Markup
The proposed grease interceptor does not meet City sanitary sewer standards 402.3 or City standard details 04.06.01 and 04.06.02. Verify minimum capacity and dimensions of proposed grease interceptor. [CONSTRUCTION PLAN SET, sheet P3.0]
|
|
|
See Document Markup
Correct site address to 2902 E PIONEER by removing "Way" from address. If a new site address is assigned after boundary line adjustment PLBDJ20240103 is approved, update the assigned address and tax parcel number. [SITE PLAN, sheet SP1]
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|
|
See Document Markup
Revise the property lines to match the revised boundary line adjustment PLBDJ20240103 property lines and easements. Label all property lines and easements accordingly. [SITE PLAN, sheet SP1]
|
|
|
See Document Markup
Incomplete site plan. In accordance with City Standards, the site plan must depict and label all easements, critical environmental areas like floodplain delineation (see FEAM LOMR dated 9/8/2022), and public utilities, including water, sanitary sewer, and storm, and their related facilities, like backflow protection devices, grease interceptors, catch basins, cleanouts, etc. The site plan must match the approved civil drawings. Include the pertinent civil site work overlays on the architectural site plan. [SITE PLAN, sheet SP1]
|
|
|
See Document Markup
Trash enclosure dimensions and doors do not match proposed design in the construction plans. Redraw the site plan's trash enclosure to match construction plan set. [SITE PLAN, sheet SP1]
|
|
|
See Document Markup
Verify that the enclosure is strategically placed for accessibility and designed to accommodate the turning radius of a SU - 30 single unit truck per City Standard 208.1(7) - Enclosures. When designing garbage enclosures, developers are encouraged to contact the garbage service
provider to verify the location and access. Acknowledge required design criteria in correction response letter. [CONSTRUCTION PLAN SET, sheet SD1]
|
|
|
See Document Markup
The interior floor of the enclosure area shall slope toward a Type I catch basin, or equivalent, and be plumbed to sanitary sewer per City Standard 208.1(10) - Enclosures. According to the submitted construction plan set, the catch basin is proposed in the center of the enclosure and not in the southwest corner as depicted. Update the catch basin location to match on both plan sets. [CONSTRUCTION PLAN SET, sheet SD1]
|
|
|
Comment
Building permit PRCNC20241917 cannot be issued until civil construction permit PRCCP20241846 is issued first. The building permit site plan must match the approved civil plan. The Engineering review cannot be approved until their is an approved civil plan to reference during the review. It is the applicant's responsibility to coordinate building permit application resubmission to avoid redundant reviews and fees in coordination with the civil permit application status.
|
|
|
See Document Markup
Keynote numbers are duplicated. Revise keynote list and plans with sequential numbering. [SITE PLAN, sheet SP1]
|
|
Building Review
|
Approved
|
05/07/2025
|
04/21/2025
|
|
|
|
|
|
See Document Markup
Provide final stamped version of the Geotechnical Engineering Report.
|
|
Design Review
|
VOID
|
05/07/2025
|
04/15/2025
|
|
|
|
|
Planning Review
|
Approved
|
05/07/2025
|
04/15/2025
|
|
|
|
|
Engineering Review
|
Failed
|
03/11/2025
|
03/10/2025
|
|
|
|
|
|
See Document Markup
Correct site address to 2902 E PIONEER by removing "Way" from address. If a new site address is assigned after boundary line adjustment PLBDJ20240103 is approved, update the assigned address and tax parcel number. [SITE PLAN, sheet SP1]
|
|
|
See Document Markup
Revise the property lines to match the revised boundary line adjustment PLBDJ20240103 property lines and easements. Label all property lines and easements accordingly. [SITE PLAN, sheet SP1]
|
|
|
See Document Markup
Incomplete site plan. In accordance with City Standards, the site plan must depict and label all easements, critical environmental areas like floodplain delineation (see FEAM LOMR dated 9/8/2022), and public utilities, including water, sanitary sewer, and storm, and their related facilities, like backflow protection devices, grease interceptors, catch basins, cleanouts, etc. The site plan must match the approved civil drawings. Include the pertinent civil site work overlays on the architectural site plan. [SITE PLAN, sheet SP1]
|
|
|
See Document Markup
Trash enclosure dimensions and doors do not match proposed design in the construction plans. Redraw the site plan's trash enclosure to match construction plan set. [SITE PLAN, sheet SP1]
|
|
|
See Document Markup
Verify that the enclosure is strategically placed for accessibility and designed to accommodate the turning radius of a SU - 30 single unit truck per City Standard 208.1(7) - Enclosures. When designing garbage enclosures, developers are encouraged to contact the garbage service
provider to verify the location and access. Acknowledge required design criteria in correction response letter. [CONSTRUCTION PLAN SET, sheet SD1]
|
|
|
See Document Markup
The interior floor of the enclosure area shall slope toward a Type I catch basin, or equivalent, and be plumbed to sanitary sewer per City Standard 208.1(10) - Enclosures. According to the submitted construction plan set, the catch basin is proposed in the center of the enclosure and not in the southwest corner as depicted. Update the catch basin location to match on both plan sets. [CONSTRUCTION PLAN SET, sheet SD1]
|
|
|
See Document Markup
The vertical clearance of the trash enclosure roof shall be a minimum of 15 feet per City Standard 208.1(2) - Enclosures. [CONSTRUCTION PLAN SET, sheet SD1]
|
|
|
See Document Markup
Utility lines are not currently depicted on the site plan. According to the composite utility plan depicted on civil permit application PRCCP20241846, the domestic and fire water lines enter the building through the north wall. Revise the plumbing plan accordingly. Include the reference to civil construction permit PRCCP20241846 in the notes or callout. Depict and label the utility continuation on the site plan. [CONSTRUCTION PLAN SET, sheet P1.0]
|
|
|
See Document Markup
For notes P6 and P7, include the reference to civil construction permit PRCCP20241846 in the notes or callout. Depict and label the utility continuation on the site plan. [CONSTRUCTION PLAN SET, sheet P1.2]
|
|
|
See Document Markup
HS-3 is connected to both GW and SAN lines. Only one connection permitted. Revise plans accordingly. [CONSTRUCTION PLAN SET, sheet P1.2]
|
|
|
See Document Markup
All fixtures, equipment, and drain lines located in a facility's food preparation and clean up area, which are sources of FOG, shall be connected to the grease trap. All pre-rinse and/or pre-wash sinks, sinks in dishwashing areas, two or three compartment sinks, wok stoves, self-cleaning stove ventilation/exhaust hood, kitchen floor drains, floor drains, floor sinks, mop sinks, food-prep sinks, hand sinks, and dishwashers must be connected to the grease line discharging through the grease interceptor. No sanitary waste shall be conveyed to the grease interceptor. Please revise the plumbing layout and connections accordingly. The grease interceptor may need to be resized with updated calculations to accommodate the additional fixtures conveyed to the grease interceptor. [CONSTRUCTION PLAN SET, sheet P1.2]
|
|
|
See Document Markup
All fixtures, equipment, and drain lines located in a facility's food preparation and clean up area, which are sources of FOG, shall be connected to the grease trap. All pre-rinse and/or pre-wash sinks, sinks in dishwashing areas, two or three compartment sinks, wok stoves, self-cleaning stove ventilation/exhaust hood, kitchen floor drains, floor drains, floor sinks, mop sinks, food-prep sinks, hand sinks, and dishwashers must be connected to the grease line discharging through the grease interceptor. Update the grease interceptor calculation table to include any rerouted plumbing fixtures. According to the plumbing plans, the washing machine is depicted draining through the grease interceptor, but it is not listed in the sizing calculation. Update the table accordingly. [CONSTRUCTION PLAN SET, sheet P3.0]
|
|
|
See Document Markup
The proposed grease interceptor does not meet City sanitary sewer standards 402.3 or City standard details 04.06.01 and 04.06.02. Verify minimum capacity and dimensions of proposed grease interceptor. [CONSTRUCTION PLAN SET, sheet P3.0]
|
|
Design Review
|
VOID
|
03/11/2025
|
03/10/2025
|
|
|
|
|
Fire Review
|
Failed
|
03/11/2025
|
03/10/2025
|
|
|
|
|
|
Other/Miscellaneous
1. Separate permits required for Fire Alarm, Fire Sprinkler, Hood Suppression.
|
|
Engineering Traffic Review
|
Approved
|
03/11/2025
|
03/05/2025
|
|
|
|
|
|
Other/Miscellaneous
Traffic Impact fee recalculated based on updated building size to 3854 sqft - New TIF due is calculated as follows:
3.854*33.03=127.3 trips – 17.8 internal (14%) – 60.2 pass-by (55%) = 49.3 pm peak trips
=$221,850
|
|
Building Review
|
Failed
|
03/11/2025
|
03/04/2025
|
|
|
|
|
|
See Document Markup
Beverage filtration system is serving multiple devices that are assessed as a high hazard for cross connection. For Beverage dispensers post mix of CO2 provide a RPBA. The ASSE 1055 assembly listed for the soda towers and spec. coffee are not approved by the Washington State Plumbing Code. This assembly was removed as part of the code adoption in Washington State.
(Construction Set, Sheet P4.1, Backflow Preventer Schedule)
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|
|
See Document Markup
Provide final stamped version of the Geotechnical Engineering Report.
|
|
|
See Document Markup
Metal Stud Wall Construction shall provide a minimum of 18" clearance on either side of Type I Hoods.
(Construction Set, Sheet A0.1, Egress Plan)
|
|
Design Review
|
VOID
|
03/11/2025
|
02/24/2025
|
|
|
|
|
Planning Review
|
Approved
|
03/11/2025
|
01/29/2025
|
|
|
|
|
Design Review
|
VOID
|
03/11/2025
|
01/29/2025
|
|
|
|