| Review Type |
Outcome |
Est. Completion Date |
Completed |
|
Planning Review
|
Revisions Required
|
08/13/2022
|
09/12/2022
|
|
|
|
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Other/Miscellaneous
Street Trees: frontage of site is existing and is not required at this time to be improved to City standard widths for street tree planters. Existing street tree planter is too narrow for street trees (only 2.5 ft). Remove proposed street trees from planter area on landscape plan.
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|
|
|
|
Engineering Traffic Review
|
Revisions Required
|
08/13/2022
|
09/07/2022
|
|
|
|
|
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Other/Miscellaneous
Entire alley must be paved between 6th Ave SW & 7TH Ave SW. However, if garage access to the alley (rear of building) is removed, existing alley can remain gravel.
|
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Other/Miscellaneous
City standard streetlights are not required for this project. Remove from design
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Other/Miscellaneous
Provide City standard conduit along frontage (within ROW) with junction boxes on the north & south side of frontage. Provide (2) schedule 40 conduit runs with pull strings to accommodate future streetlight expansion. Sheet E1.0 is showing the conduit/J-box in the street. Please install in plater strip.
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Other/Miscellaneous
During civil review, the existing frontage will be evaluated by City inspectors. Any existing improvements (curb/gutter/sidewalk/pavement) which are damaged now or during construction, or which do not meet current City Standards, shall be replaced.
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|
|
Other/Miscellaneous
Use the appropriate City standard driveway approach (01.02.12).
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|
|
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|
Engineering Review
|
Revisions Required
|
08/13/2022
|
08/17/2022
|
|
|
|
|
|
Other/Miscellaneous
The City is operating under the 2012 Storm Water Management Manual for Western Washington with 2014 updates (2014 SWMMWW) as communicated in the pre-application notes dated February 3rd, 2021. Revise report to reference and adhere to the 2014 SWMMWW.
|
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|
Other/Miscellaneous
MINIMUM REQUIREMENT #1
Minimum Requirement #1 stipulates a dedicated Preliminary Stormwater Site Plan. Stormwater Site Plan not found in submitted materials. Provide Preliminary Stormwater Site Plan that conforms to Vol. 1, Section 2.5.1 of the 2014 SWMMWW and Sections 1.0, 2.0, and 200 of the City of Puyallup Design Standards.
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Other/Miscellaneous
MINIMUM REQUIREMENT #4
Free discharges in developed areas are not permitted. Natural Drainage patterns should be mapped and established. Discharging stormwater at the east and west property lines do not meet the intent of preserving natural drainage patterns and outfalls.
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|
Other/Miscellaneous
MINIMUM REQUIREMENT #5
Revise drainage report to consider On-Site Stormwater Management BMPs from List #2. Refer to Flowchart in Figure 2.5.1 from 2014 SWMMWW to determine List requirements. List #3 not a part of the City’s review process.
|
|
|
Other/Miscellaneous
GENERAL STORM REQUIREMENTS
In the event that during civil design, there is insufficient room for proposed stormwater facilities in the area(s) shown on the site plan, the stormwater area(s) shall be increased as necessary so the final design will be in compliance with current City Standards. This may result in the number of lots or structures being reduced, or a reduction in other site amenities. [PMC 21.10.060(4), 21.10.150]
|
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|
Other/Miscellaneous
GENERAL STORM REQUIREMENTS
Continuous wet weather monitoring required to determine groundwater elevation. See pre-application notes dated February 3rd, 2021. The ‘window’ for this monitoring is coming up (December 21st through April 1st).
|
|
|
Other/Miscellaneous
ALL SAINTS DRAINAGE REPORT PAGE 3, SECTION 7
Report claims that runoff will follow the “natural drainage pattern” into the ROW of 3rd Ave, but later in the same section the runoff is described as being discharged through a perforated stub out connection directly into the City’s public storm system. Clarify runoff scheme in detail and include engineered stormwater site plan for illustration.
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|
See Document Markup
More information is required for the paving of the alley. Hard surface square footage needs to be included in the TDA for the project. Also, Geotech report indicates that infiltration is infeasible on your adjacent site. Clarify the design of the permeable alley in this context.
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|
|
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|
Building Review
|
No Comments
|
08/13/2022
|
08/09/2022
|
|
|
|
|
|
|
|
Fire Review
|
VOID
|
08/13/2022
|
07/21/2022
|
|
|
|
|
|
|
|
Engineering Traffic Review
|
Revisions Required
|
12/23/2021
|
02/02/2022
|
|
|
|
|
|
Other/Miscellaneous
Entire alley must be paved between 6th Ave SW & 7TH Ave SW. However, if garage access to the alley (rear of building) is removed, existing alley can remain gravel.
|
|
|
Other/Miscellaneous
City standard streetlights are not required for this project. Remove from design
|
|
|
Other/Miscellaneous
Provide City standard conduit along frontage (within ROW) with junction boxes on the north & south side of frontage. Provide (2) schedule 40 conduit runs with pull strings to accommodate future streetlight expansion.
|
|
|
Other/Miscellaneous
During civil review, the existing frontage will be evaluated by City inspectors. Any existing improvements (curb/gutter/sidewalk/pavement) which are damaged now or during construction, or which do not meet current City Standards, shall be replaced.
|
|
|
|
|
Fire Review
|
No Comments
|
12/23/2021
|
12/21/2021
|
|
|
|
|
|
|
|
Fire Review
|
Revisions Required
|
12/23/2021
|
12/15/2021
|
|
|
|
|
|
Fire-FCO (PLAN REVIEW) - Comments added to DRT letter
|
|
Engineering Review
|
Revisions Required
|
12/23/2021
|
12/15/2021
|
|
|
|
|
|
Other/Miscellaneous
The City is operating under the 2012 Storm Water Management Manual for Western Washington with 2014 updates (2014 SWMMWW) as communicated in the pre-application notes dated February 3rd, 2021. Revise report to reference and adhere to the 2014 SWMMWW.
|
|
|
Other/Miscellaneous
MINIMUM REQUIREMENT #1
Minimum Requirement #1 stipulates a dedicated Preliminary Stormwater Site Plan. Stormwater Site Plan not found in submitted materials. Provide Preliminary Stormwater Site Plan that conforms to Vol. 1, Section 2.5.1 of the 2014 SWMMWW and Sections 1.0, 2.0, and 200 of the City of Puyallup Design Standards.
|
|
|
Other/Miscellaneous
MINIMUM REQUIREMENT #4
Free discharges in developed areas are not permitted. Natural Drainage patterns should be mapped and established. Discharging stormwater at the east and west property lines do not meet the intent of preserving natural drainage patterns and outfalls.
|
|
|
Other/Miscellaneous
MINIMUM REQUIREMENT #5
Revise drainage report to consider On-Site Stormwater Management BMPs from List #2. Refer to Flowchart in Figure 2.5.1 from 2014 SWMMWW to determine List requirements. List #3 not a part of the City’s review process.
|
|
|
Other/Miscellaneous
GENERAL STORM REQUIREMENTS
In the event that during civil design, there is insufficient room for proposed stormwater facilities in the area(s) shown on the site plan, the stormwater area(s) shall be increased as necessary so the final design will be in compliance with current City Standards. This may result in the number of lots or structures being reduced, or a reduction in other site amenities. [PMC 21.10.060(4), 21.10.150]
|
|
|
Other/Miscellaneous
GENERAL STORM REQUIREMENTS
Continuous wet weather monitoring required to determine groundwater elevation. See pre-application notes dated February 3rd, 2021. The ‘window’ for this monitoring is coming up (December 21st through April 1st).
|
|
|
Other/Miscellaneous
ALL SAINTS DRAINAGE REPORT PAGE 3, SECTION 7
Report claims that runoff will follow the “natural drainage pattern” into the ROW of 3rd Ave, but later in the same section the runoff is described as being discharged through a perforated stub out connection directly into the City’s public storm system. Clarify runoff scheme in detail and include engineered stormwater site plan for illustration.
|
|
|
|
