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Planning Application Status
P-21-0130
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Review Type | Outcome | Est. Completion Date | Completed |
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Planning Review | Revisions Required | 08/13/2022 | 09/12/2022 |
Rachael N. Brown
((253) 770-3363)
Send Email
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Other/Miscellaneous
Outstanding
09/12/2022
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 |
Bryan Roberts
((253) 841-5542)
Send Email
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Other/Miscellaneous
Resolved
09/07/2022
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
Resolved
09/07/2022
City standard streetlights are not required for this project. Remove from design
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Other/Miscellaneous
Outstanding
09/07/2022
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
Resolved
09/07/2022
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
Outstanding
09/07/2022
Use the appropriate City standard driveway approach (01.02.12).
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Engineering Review | Revisions Required | 08/13/2022 | 08/17/2022 |
Jamie Carter
((253) 435-3616)
Send Email
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Other/Miscellaneous
Resolved
08/10/2022
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
Resolved
08/10/2022
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
Resolved
08/10/2022
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
Resolved
08/10/2022
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.
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Other/Miscellaneous
Resolved
08/10/2022
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
Resolved
08/10/2022
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).
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Other/Miscellaneous
Resolved
08/10/2022
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
Outstanding
08/17/2022
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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Building Review | No Comments | 08/13/2022 | 08/09/2022 |
David Leahy
((253) 435-3618)
Send Email
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Fire Review | VOID | 08/13/2022 | 07/21/2022 |
Jamie Carter
((253) 435-3616)
Send Email
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Engineering Traffic Review | Revisions Required | 12/23/2021 | 02/02/2022 |
Bryan Roberts
((253) 841-5542)
Send Email
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Other/Miscellaneous
Carried Forward
07/14/2022
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
Carried Forward
07/14/2022
City standard streetlights are not required for this project. Remove from design
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Other/Miscellaneous
Carried Forward
07/14/2022
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.
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Other/Miscellaneous
Carried Forward
07/14/2022
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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Fire Review | No Comments | 12/23/2021 | 12/21/2021 |
David Drake
((253) 864-4171)
Send Email
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Fire Review | Revisions Required | 12/23/2021 | 12/15/2021 |
Josh Kubitza
((253) 383-2422)
Send Email
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Fire-FCO (PLAN REVIEW) - Comments added to DRT letter | |||
Engineering Review | Revisions Required | 12/23/2021 | 12/15/2021 |
Jamie Carter
((253) 435-3616)
Send Email
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Other/Miscellaneous
Carried Forward
07/14/2022
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
Carried Forward
07/14/2022
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
Carried Forward
07/14/2022
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
Carried Forward
07/14/2022
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.
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Other/Miscellaneous
Carried Forward
07/14/2022
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
Carried Forward
07/14/2022
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).
|
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Other/Miscellaneous
Carried Forward
07/14/2022
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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Paid Fees | Amount | Paid | Owing | Date Paid |
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None | $0.00 | $0.00 | $0.00 | |
Outstanding Fees | Amount | Paid | Owing | Date Paid |
Totals: | $0.00 | $0.00 | $0.00 |
Application(s) will not be processed until outstanding fees have been paid in full.
$0.00
There are no hearings for this planning application.
Condition | Status | Department | Category | Expiration Date | Due Date |
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Miscellaneous Condition | Open | Development & Permitting Services | |||
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Miscellaneous Condition | Open | Engineering Division | Submit With Building Permit Application | ||
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Traffic Impact fees (TIF) will be assessed in accordance with fees adopted by ordinance, per PMC 21.10.
Impact fees are subject to change and are adopted by ordinance. The applicant shall pay the proportionate impact fees adopted at the time of building permit application
Per Puyallup Municipal Code Section 11.08.135, the applicant/owner would be expected to construct half-street improvements including curb, gutter, planter strip, sidewalk, roadway base, pavement. Any existing improvements which are damaged now or during construction, or which do not meet current City Standards, shall be replaced.
Site access driveway shall meet our minimum commercial driveway width requirements (30ft)
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Miscellaneous Condition | Open | Engineering Division | Submit With Civil Permit Application | ||
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In the previous review last year, the client was instructed to change the stormwater design and all references in the report and plans from 2019 Storm Water Management Manual to the 2012 SWMMWW with the 2014 updates (2014 SWMMWW) as we were still reviewing under that manual. Soon after that the city began making preparations to switch to the new 2019 manual. The city has now transitioned to the new manual, and we are going to have to request that references and designs now adhere to the 2019 version. We are not able to grant leniency or an exception as the law stipulates that only permitted projects are vested. I do apologize for any inconvenience, and we do not believe that this should change the design or construction costs, although there is work involved with updating the refences and checking for compliance under the new manual.
The time that has elapsed since the previous submittal has made this a necessary request. Many of the references in the report actually still reference the 2019 report (Page 2, I-3.4.6 and I-3.4.7 are examples), so not all references need to be changed back. Ensure that the report and plans are consistent, and all references are to the new manual for the Civil Submittal.
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Miscellaneous Condition | Open | Engineering Division | Submit With Civil Permit Application | ||
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Include Appendix B1 and B2 of the Drainage Report in civil submittal.
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Miscellaneous Condition | Open | Engineering Division | Submit With Civil Permit Application | ||
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Correct infeasability criteria language. There is enough area for infiltration facilities on the property. Page 2, Drainage Report.
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Miscellaneous Condition | Open | Engineering Division | Submit With Civil Permit Application | ||
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Demonstrate during civil review with stormwater modeling results that the TDA through a combination of effective hard surfaces and converted vegetation areas does not cause a 0.15 cubic foot per second or greater increase in the 100 year flow frequency per I-3.4.7 in order to claim flow control exempt status.
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Miscellaneous Condition | Open | Engineering Division | Submit With Civil Permit Application | ||
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Submit Operations and Maintenance Manual for review under Civil Permit submittal.
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Miscellaneous Condition | Open | Engineering Division | Submit With Civil Permit Application | ||
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Section 10, Part a. Downstream Analysis still describes sheet flow to the road and alley. Correct section with most current design description.
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Miscellaneous Condition | Open | Engineering Division | Submit With Civil Permit Application | ||
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Drainage Report, Page 5, Table 2 - Existing and proposed areas do not match. Should 'forested' be a part of the Proposed Areas? Revise for Civil Submittal.
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Miscellaneous Condition | Open | Engineering Division | Submit With Civil Permit Application | ||
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Vicinity Map shall be a minimum of 1 inch equals 1000 feet with an area of approximately 1 square mile shown. Refer to City of Puyallup Design Standards 2.1.10. Appendix A Drainage Report
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Miscellaneous Condition | Open | Engineering Division | Submit With Civil Permit Application | ||
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Provide CSWPPP with civil submittal
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Miscellaneous Condition | Open | Engineering Division | Submit With Civil Permit Application | ||
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Provide Geotech Report with Civil Submittal
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Miscellaneous Condition | Open | Engineering Division | Standard Conditions | ||
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During civil review, the existing frontage will be evaluated by City Inspectors. Any existing frontage improvements which are substandard by City Standards, currently damaged or damaged during construction shall be replaced by the developer.
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Miscellaneous Condition | Open | Engineering Division | Standard Conditions | ||
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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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Miscellaneous Condition | Open | Engineering Division | Submit With Civil Permit Application | ||
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Each sheet of the civil plans shall have the City of Puyallup Development Engineering approval block located adjacent to the design engineer’s title block and each sheet of the WATER plans shall have the City of Puyallup Fire Code Official’s approval block next to the engineer’s approval block.
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Reference Number | Status | Type |
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P-21-0001 | File Closed | Pre-Application |
Should you need assistance, please contact the Permit Center at (253) 864-4165 option 1.
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