| Review Type |
Outcome |
Est. Completion Date |
Completed |
|
Building Review
|
Approved
|
02/09/2026
|
01/28/2026
|
|
|
|
|
Building Review
|
Approved
|
08/29/2025
|
08/20/2025
|
|
|
|
|
Engineering Review
|
Approved
|
08/29/2025
|
08/19/2025
|
|
|
|
|
|
See Document Markup
The building permit site plan must match the approved civil site plan. Since there was a significant change to the building footprint that impacts hard surface, utilities, and other civil components, a formal Plan Change Request (PCR) is required for civil construction permit PRCCP20231028. Please email the new civil plans and PCR form to the City's development engineer assigned to the civil permit.
The Engineering review on the building permit cannot be approved until the civil permit PCR is approved first since the two permits must match. It is the applicant's responsibility to coordinate the next building permit submission with the approval of the PCR to avoid redundant reviews and permit fees.
As of the last review, the PCR has not been approved. [SITE PLAN, sheet A0.1]
|
|
|
See Document Markup
In accordance with City site plan standards, include a utility overlay on the architectural site plan. If using civil plans to satisfy this condition, the construction plans must be a continuation of the civil plans with appropriate callouts referencing the other plans to avoid any lapse in utility design and continuity. [SITE PLAN, sheet A0.1]
|
|
|
See Document Markup
Proposed trash enclosure will require a separate building permit.
Trash enclosure will adhere to the City's Design Standards Manual. See Stormwater Management Section 208 Pollution Prevention.
The floor of the trash enclosure shall slope towards the point of sanitary sewer floor drain. The interior Type 1 Catch Basin will drain to the onsite sewer system See civil permit PRCCP20231028
|
|
Engineering Traffic Review
|
Approved
|
08/29/2025
|
08/14/2025
|
|
|
|
|
Fire Review
|
Approved
|
08/29/2025
|
08/14/2025
|
|
|
|
|
Planning Review
|
Approved
|
08/29/2025
|
08/14/2025
|
|
|
|
|
|
Miscellaneous Planning Correction
The following comments were also provided for PCR 002 for the site work related to the Care Center:
• The new asphalt fire dept. access path narrows down the required 6’ landscape buffer to 0’ along the west side of the care center building. Please adjust site plan to provide the required 6’ landscape for the entire length.
• Provide updated landscape sheets for any changes necessary as a result of the wall and asphalt fire dept. access path.
• Grette needs to provide updated analysis and narrative to the wetland report based on the current plans. It appears all that was submitted as an update to Attachment B. Attachment B shows enhancement area where sheet C5 shows additional permanent grading disturbance and a relocated storm water dispersion trench. Is the additional grading area and dispersion trench now located in the buffer area?
o Please analyze 21.06.940 (1)(C) for consistency with regard to buffer allowances for storm facilities; provide a coordinated (civil and biologist) response to (i) – (vi).
? Is the dispersion trench located in the outer 25 percent of the buffer?
? Is the flow path downslope of the dispersion trench vegetated in a manner that will prevent sedimentation into the wetland?
? Will the hydroperiod(s) be affected?
o Please analyze the averaging code (21.06.930 (4) (a)-(c)) based on the newest plan set. Does this still meet the averaging standards or is this compensatory mitigation based on the current plans? An additional mitigation plan may be necessary if the averaging code cannot be met.
o Provide updated planting plans with the wetland report for off set mitigation due to grading and/or dispersion trench vegetated flow path, as necessary
|
|
Engineering Review
|
Failed
|
05/15/2025
|
05/14/2025
|
|
|
|
|
|
See Document Markup
Provide the city with the procedure for the disposal of all filter media [Construction Plan Set Arch-D Sheet AC1.0]
|
|
|
See Document Markup
The building permit site plan must match the approved civil site plan. Since there was a significant change to the building footprint that impacts hard surface, utilities, and other civil components, a formal Plan Change Request (PCR) is required for civil construction permit PRCCP20231028. Please email the new civil plans and PCR form to the City's development engineer assigned to the civil permit.
The Engineering review on the building permit cannot be approved until the civil permit PCR is approved first since the two permits must match. It is the applicant's responsibility to coordinate the next building permit submission with the approval of the PCR to avoid redundant reviews and permit fees.
As of the last review, the PCR has not been approved. [SITE PLAN, sheet A0.1]
|
|
|
See Document Markup
All commercial sanitary sewer services must be a minimum of 6". Revise grease line size accordingly. [CONSTRUCTION PLAN SET, sheet M1.0AB]
|
|
|
See Document Markup
Update the storm drain connection to match the updated civil plans which depict a 6" stub further north. Remove the proposed storm connections to the south. [CONSTRUCTION PLAN SET, sheet M1.0AB]
|
|
|
See Document Markup
Depict and label the northernmost fire water service as continued from updated civil plan set. [CONSTRUCTION PLAN SET, sheet M1.0AB]
|
|
|
See Document Markup
In accordance with City site plan standards, include a utility overlay on the architectural site plan. If using civil plans to satisfy this condition, the construction plans must be a continuation of the civil plans with appropriate callouts referencing the other plans to avoid any lapse in utility design and continuity. [SITE PLAN, sheet A0.1]
|
|
Planning Review
|
Failed
|
05/15/2025
|
05/13/2025
|
|
|
|
|
|
Miscellaneous Planning Correction
The following comments were also provided for PCR 002 for the site work related to the Care Center:
• The new asphalt fire dept. access path narrows down the required 6’ landscape buffer to 0’ along the west side of the care center building. Please adjust site plan to provide the required 6’ landscape for the entire length.
• Provide updated landscape sheets for any changes necessary as a result of the wall and asphalt fire dept. access path.
• Grette needs to provide updated analysis and narrative to the wetland report based on the current plans. It appears all that was submitted as an update to Attachment B. Attachment B shows enhancement area where sheet C5 shows additional permanent grading disturbance and a relocated storm water dispersion trench. Is the additional grading area and dispersion trench now located in the buffer area?
o Please analyze 21.06.940 (1)(C) for consistency with regard to buffer allowances for storm facilities; provide a coordinated (civil and biologist) response to (i) – (vi).
? Is the dispersion trench located in the outer 25 percent of the buffer?
? Is the flow path downslope of the dispersion trench vegetated in a manner that will prevent sedimentation into the wetland?
? Will the hydroperiod(s) be affected?
o Please analyze the averaging code (21.06.930 (4) (a)-(c)) based on the newest plan set. Does this still meet the averaging standards or is this compensatory mitigation based on the current plans? An additional mitigation plan may be necessary if the averaging code cannot be met.
o Provide updated planting plans with the wetland report for off set mitigation due to grading and/or dispersion trench vegetated flow path, as necessary
|
|
Engineering Traffic Review
|
Approved
|
05/15/2025
|
05/07/2025
|
|
|
|
|
Fire Review
|
Approved
|
05/15/2025
|
05/05/2025
|
|
|
|
|
Building Review
|
Approved
|
05/15/2025
|
04/18/2025
|
|
|
|
|
|
See Document Markup
Provide engineer structural plans. Received structural calculations only, no plans.
Page T1.1
|
|
|
See Document Markup
Provide Pierce County Department of Health (DOH) approval prior to issuance of due to occupancy I classification.
Page T1.1
|
|
|
See Document Markup
Provide location where deferred submittals is noted or provide a note to include truss specification on the construction set of plans as deferred.
Include Truss Layout, Truss Plan with supporting spec packet with engineer stamp will be a deferred submittal.
Per IBC 2303.4.1.1 Truss submittal
|
|
|
See Document Markup
Provide Architect Seal on all documents. Page T1.1
|
|
|
See Document Markup
Provide accessible route to the
public way from HC parking in garage on the plans. See 1106.6 Location of the 2018 IBC with WAC Amendment
Page A1.0
|
|
|
See Document Markup
Proved handrail extension per 1014.6 of the 2018 IBC or provide code reference why it's exempt. Page A7.2
|
|
|
See Document Markup
Provide a landing outside of door to meet minimum depth and length of 1010.1.6 of 2018 IBC Landing @ doors or provide exemption.
WAC 296-56-60215 allows 20 inches but door swing on a stairway landing platform must be provided and swing must not reduce standing area less than 18 inches in depth. Provide complete dimensions of landing with code reference. Page A7.2
|
|
Engineering Review
|
Failed
|
01/14/2025
|
01/17/2025
|
|
|
|
|
|
See Document Markup
Provide the city the procedure followed to mitigate excessive amounts of chlorine from entering the public sewer system [Construction Plan Set Arch-D Sheet AC1.0]
|
|
|
See Document Markup
Provide the city with a spill control plan for keeping the disinfection system used from entering the public sewer system [Construction Plan Set Arch-D Sheet AC1.0]
|
|
|
See Document Markup
Provide the city with the procedure for the disposal of all filter media [Construction Plan Set Arch-D Sheet AC1.0]
|
|
|
See Document Markup
Provide the city with the procedure that limits large flows of pool water into the public sewer system. What is the estimated daily GPM [Construction Plan Set Arch-D Sheet AC1.0]
|
|
|
See Document Markup
The site plan has not been approved at this time. It will be reviewed against the approved civil plans for accuracy [Site Plan Sheet 1 of 1]
|
|
|
See Document Markup
The building permit site plan must match the approved civil site plan. Since there was a significant change to the building footprint that impacts hard surface, utilities, and other civil components, a formal Plan Change Request (PCR) is required for civil construction permit PRCCP20231028. Please email the new civil plans and PCR form to the City's development engineer assigned to the civil permit.
The Engineering review on the building permit cannot be approved until the civil permit PCR is approved first since the two permits must match. It is the applicant's responsibility to coordinate the next building permit submission with the approval of the PCR to avoid redundant reviews and permit fees. [SITE PLAN, sheet A0.1]
|
|
|
See Document Markup
All commercial sanitary sewer services must be a minimum of 6". Revise grease line size accordingly. [CONSTRUCTION PLAN SET, sheet M1.0AB]
|
|
|
See Document Markup
Update the storm drain connection to match the updated civil plans which depict a 6" stub further north. Remove the proposed storm connections to the south. [CONSTRUCTION PLAN SET, sheet M1.0AB]
|
|
|
See Document Markup
Depict and label the northernmost fire water service as continued from updated civil plan set. [CONSTRUCTION PLAN SET, sheet M1.0AB]
|
|
|
See Document Markup
In accordance with City site plan standards, include a utility overlay on the architectural site plan. [SITE PLAN, sheet A0.1]
|
|
|
See Document Markup
Include the tax parcel number on the construction plan set. [CONSTRUCTION PLAN SET, sheet T1.1]
|
|
|
See Document Markup
Three corrections from first review not addressed. Please provide requested information regarding pool discharge and sewer protection. [CONSTRUCTION PLAN SET, sheet AC1.0]
|
|
Engineering Traffic Review
|
Approved
|
01/14/2025
|
01/15/2025
|
|
|
|
|
Fire Review
|
Approved
|
01/14/2025
|
01/14/2025
|
|
|
|
|
Building Review
|
Approved
|
01/14/2025
|
01/14/2025
|
|
|
|
|
|
See Document Markup
Provide accessible route to the public way from HC parking in garage on the plans. See 1106.6 Location of the 2018 IBC with WAC Amendment
Page A1.0
|
|
|
See Document Markup
Proved handrail extension per 1014.6 of the 2018 IBC or provide code reference why it's exempt. Page A7.2
|
|
|
See Document Markup
Provide a landing outside of door to meet minimum depth and length of 1010.1.6 of 2018 IBC Landing @ doors or provide exemption.
WAC 296-56-60215 allows 20 inches but door swing on a stairway landing platform must be provided and swing must not reduce standing area less than 18 inches in depth. Provide complete dimensions of landing with code reference. Page A7.2
|
|
|
See Document Markup
Provide Pierce County Department of Health (DOH) approval prior to issuance of due to occupancy I classification.
Page T1.1
|
|
|
See Document Markup
Provide location where deferred submittals is noted or provide a note to include truss specification on the construction set of plans as deferred.
Include Truss Layout, Truss Plan with supporting spec packet with engineer stamp will be a deferred submittal.
Per IBC 2303.4.1.1 Truss submittal
|
|
|
See Document Markup
Provide Architect Seal on all documents. Page T1.1
|
|
Planning Review
|
Approved
|
01/14/2025
|
12/30/2024
|
|
|
|
|
Building Review
|
Failed
|
05/17/2024
|
05/23/2024
|
|
|
|
|
|
See Document Markup
Provide accessible route to the public way from HC parking in garage on the plans. See 1106.6 Location of the 2018 IBC with WAC Amendment
Page A1.0
|
|
|
See Document Markup
Proved handrail extension per 1014.6 of the 2018 IBC or provide code reference why it's exempt. Page A7.2
|
|
|
See Document Markup
Provide a landing outside of door to meet minimum depth and length of 1010.1.6 of 2018 IBC Landing @ doors or provide exemption.
WAC 296-56-60215 allows 20 inches but door swing on a stairway landing platform must be provided and swing must not reduce standing area less than 18 inches in depth. Provide complete dimensions of landing with code reference. Page A7.2
|
|
|
See Document Markup
Provide engineer structural plans. Received structural calculations only, no plans.
Page T1.1 - LOCATED UNDER CONSTRUCTION DOCUMENTS
|
|
|
See Document Markup
Provide Pierce County Department of Health (DOH) approval prior to issuance of due to occupancy I classification.
Page T1.1
|
|
|
See Document Markup
Provide location where deferred submittals is noted or provide a note to include truss specification on the construction set of plans as deferred.
Include Truss Layout, Truss Plan with supporting spec packet with engineer stamp will be a deferred submittal.
Per IBC 2303.4.1.1 Truss submittal
|
|
|
See Document Markup
Provide Architect Seal on all documents. Page T1.1
|
|
Fire Review
|
Approved
|
05/17/2024
|
05/22/2024
|
|
|
|
|
Engineering Review
|
Failed
|
05/17/2024
|
05/15/2024
|
|
|
|
|
|
See Document Markup
Provide the city the procedure followed to mitigate excessive amounts of chlorine from entering the public sewer system [Construction Plan Set Arch-D Sheet AC1.0]
|
|
|
See Document Markup
Provide the city with a spill control plan for keeping the disinfection system used from entering the public sewer system [Construction Plan Set Arch-D Sheet AC1.0]
|
|
|
See Document Markup
Provide the city with the procedure for the disposal of all filter media [Construction Plan Set Arch-D Sheet AC1.0]
|
|
|
See Document Markup
Provide the city with the procedure that limits large flows of pool water into the public sewer system. What is the estimated daily GPM [Construction Plan Set Arch-D Sheet AC1.0]
|
|
|
See Document Markup
The site plan has not been approved at this time. It will be reviewed against the approved civil plans for accuracy [Site Plan Sheet 1 of 1]
|
|
Engineering Traffic Review
|
Approved
|
05/17/2024
|
05/14/2024
|
|
|
|
|
Planning Review
|
Approved
|
05/17/2024
|
04/30/2024
|
|
|
|
|
Building Review
|
Pending
|
02/17/2026
|
|
|
|
|