CITY OF PUYALLUP PERMITTING PORTAL

try again

Engineering Permit Application Status

PRCCP20240808

In order to request inspections, you need to be signed in.

Note: You can collapse and expand individual sections by clicking the header of the section you wish to collapse/expand.

Summary

Application Number:

PRCCP20240808

Application Type:

Civil Construction Permit

Application Status:

Permit(s) Issued

Property Owner's Full Name:

EAST TOWN CROSSING LLC

Category of Work:

Other

Description of Work:

Phase 2 site development of East Town Crossing including grading, storm drainage, parking, and utilities per plans. - 731 SHAW RD

Application Date:

05/14/2024

Issued Date:

02/12/2025

Expiration Date:

10/22/2025

Locations

Locations:

Address
911 SHAW RD, PUYALLUP, WA 98372

Address
901 SHAW RD, PUYALLUP, WA 98372

Property
0420264021

Property
0420264053

Property
0420264054

Property
0420351026

Property
0420351029

Property
0420351030

Property
0420351066

Address
813 SHAW RD, PUYALLUP, WA 98372

731 SHAW RD, PUYALLUP, WA 98372

Reviews

Documents Returned For Corrections

Date Returned	Name
02/06/2025	CIVIL PLANS - RESUB (Stamped)
02/06/2025	LANDSCAPE PLANS - RESUB (Stamped)
02/06/2025	STORMWATER REPORT - RESUB (Flattened)

Review Type	Outcome	Est. Completion Date	Completed
Engineering Civil Review	Approved	02/07/2025	02/05/2025
Reviewer:	Mark Higginson ((253) 841-5559) Send Email
Corrections:	Correction 1: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Callout root barrier for any trees or woody plantings within 3ft of an underground utility (Typ). [Landscape Plans; Pg L1.1 of 7]
	Correction 2: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Per prior correspondence with AHBL, release rates of the existing storm pond (serving the upstream Absher property) shall be maintained between the 10yr and 100yr mitigated flow rates. See MHigginson email dated 10-02-24. Provide TESC riser and storage criteria for the contractor's use while the existing storm pond is being replaced. [Storm Report; Pg 499 of 564]
	Correction 3: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Per prior correspondence with AHBL, release rates of the existing storm pond (serving the upstream Absher property) shall be maintained between the 10yr and 100yr mitigated flow rates. See MHigginson email dated 10-02-24. Provide TESC riser and storage criteria for the contractor's use while the existing storm pond is being replaced. [Plans; Sht C1.01 of 30]
	Correction 4: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: If check valve not desired by WDFW, provide trash rack per City Stds 204.12(1). (Assuming the outlet is not fully encased in the rock, and/or the outlet will be exposed over time). [Plans; Sht C4.01 of 30]
	Correction 5: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Provide confirmation from WDFW that check valves should/should not be used (AHBL's response/concerns acknowledged). [Plans; Sht C4.01 of 30]
	Correction 6: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Verify whether a structure should be added near the pipe inlet for ease of maintenance. [Plans; Sht C4.02 of 30]
	Correction 7: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Verify-South? [Plans; Sheet C4.02 of 30]
	Correction 8: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Verify-North? [Plans; Sheet C4.02 of 30]
	Correction 9: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: If check valve not desired by WDFW, provide trash rack per City Stds 204.12(1). (Assuming the outlet is not fully encased in the rock, and/or the outlet will be exposed over time). [Plans; Sht C4.02 of 30]
	Correction 10: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Provide confirmation from WDFW that check valves should/should not be used (AHBL's response/concerns acknowledged). [Plans; Sht C4.02 of 30]
	Correction 11: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Verify-South? [Plans; Sheet C4.12 of 30]
	Correction 12: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Per prior comment-"Notes should also reflect pervious concrete sidewalks with integral curb per Shts C2.01 and C2.02." These notes indicate conventional concrete placement. At a minimum, pervious pavement details should reflect the APWA GSPs created for pervious...see example right. [Plans; C2.10 of 30]
	Correction 13: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C3.01 of 30]
	Correction 14: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C3.02 of 30]
	Correction 15: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: City Standards 204.12 requires check valves on outfalls discharging to streams. Confirm with WDFW that check valves should/should not be used and provide supporting documentation (email, letter, HPA condition, etc.). [Plans; Sht C4.01 of 30]
	Correction 16: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Add note: "Retaining wall under separate permit." [Plans; Sht C4.01 of 30]
	Correction 17: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C4.01 of 30]
	Correction 18: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: As mentioned in the Storm Report (Pg 419 of 564), it may be possible to reduce the Biopod size using WWHM. [Plans; C4.02 of 30]
	Correction 19: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Upon further consideration, remove trash rack callout at this location (8in pipe and conveys stream). [Plans; Sht C4.02 of 30]
	Correction 20: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: City Standards 204.12 requires check valves on outfalls discharging to streams. Confirm with WDFW that check valves should/should not be used and provide supporting documentation (email, letter, HPA condition, etc.). [Plans; Sht C4.02 of 30]
	Correction 21: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Verify-Inlet IE does not agree w pipe slope btwn CB45 and WQ8. [Plans; Sht C4.02 of 30]
	Correction 22: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Verify-callout location. (CB46?) [Plans; Sht C4.02 of 30]
	Correction 23: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Callout pipe IE. [Plans; Sht C4.02 of 30]
	Correction 24: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Add note: "Retaining wall under separate permit." [Plans; Sht C4.02 of 30]
	Correction 25: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: SDCO#F3 info missing from structure table. [Plans; Sht C4.02 of 30]
	Correction 26: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Callout "Control Structure" on plan. [Plans; Sht C4.02 of 30]
	Correction 27: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C4.02 of 30]
	Correction 28: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Callout pipe IE. [Plans; Sht C4.03 of 30]
	Correction 29: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Please add "Phase 1". [Plans; Sht C4.03 of 30]
	Correction 30: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Clarify-"Detail to the right"? (4/C4.03?) [Plans; Sht C4.04 of 30]
	Correction 31: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Verify-callout location. [Plans; Sht C4.04 of 30]
	Correction 32: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Verify-callout location. [Plans; Sht C4.04 of 30]
	Correction 33: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Callout pipe IE. [Plans; Sht C4.04 of 30]
	Correction 34: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Coord. w Storm Report (0.5" dia noted). [Plans; Sht C4.10 of 30]
	Correction 35: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Verify-68.63? (physical elevation of the orifice in the sump). [Plans; Sht C4.10 of 30]
	Correction 36: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Coord. w Storm Report (El. 71.83?). [Plans; Sht C4.10 of 30]
	Correction 37: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Coord. w Storm Report (El. 72.37?). [Plans; Sht C4.10 of 30]
	Correction 38: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Coord. w Storm Report (0.875" dia noted). [Plans; Sht C4.10 of 30]
	Correction 39: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Coord. w Storm Report (0.875" dia noted). [Plans; Sht C4.10 of 30]
	Correction 40: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Verify-76.83 per CB46. [Plans; Sht C4.10 of 30]
	Correction 41: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Verify-CB46? [Plans; Sht C4.10 of 30]
	Correction 42: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Coordinate with revised orifice sizing-see comments in Storm Report (Pg 429 of 564). [Plans; Sht C4.14 of 30]
	Correction 43: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C5.01 of 30]
	Correction 44: See Document Markup Status: Resolved Date Status Changed: 02/04/2025 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C5.01 of 30]
Public Works Streets Review	VOID	02/07/2025	02/04/2025
Reviewer:	Mark Higginson ((253) 841-5559) Send Email
Public Works Water Review	Approved	02/07/2025	01/22/2025
Reviewer:	Brian Johnson ((253) 841-5442) Send Email
Public Works Collection Review	Approved	02/07/2025	01/13/2025
Reviewer:	Josh Grbich ((253) 841-5560) Send Email
Fire Review	Approved	02/07/2025	01/13/2025
Reviewer:	David Drake ((253) 864-4171) Send Email
Engineering Traffic Review	Approved	02/07/2025	01/10/2025
Reviewer:	Mieco Hutchens ((253) 993-0179) Send Email
Planning Review	Approved	02/07/2025	01/10/2025
Reviewer:	Chris Beale ((253) 841-5418) Send Email
Engineering Civil Review	Failed	12/20/2024	12/23/2024
Reviewer:	Mark Higginson ((253) 841-5559) Send Email
Corrections:	Correction 1: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Per prior comment-Please show the existing combined detention/wetpond facility serving the offsite properties to the south. [Storm Report; Pg 15 of 564]
	Correction 2: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Although it is conservative to use the SBUH flow rate (1.25cfs) from the CES report, the Biopod facility might be reduced using WWHM WQ analysis for the Absher properties and the CES post-developed basin surface areas (Note: due to mixing of polluted and non-polluted runoff from the Absher property, all of the runoff generated from the WQ storm event must be treated). [Storm Report; Pg 419 of 564]
	Correction 3: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Upon resizing of the orifice sizes to match existing release rates, coordinate with callouts on Sheet C4.10. [Storm Report; Pg 429 of 564]
	Correction 4: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Recalculate values for units (area of orifice used in these flow values was in square inches rather than square feet). [Storm Report; Pg 429 of 564]
	Correction 5: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Upon initial evaluation, it appears that a two orifice riser would likely correspond with the stage-storage-discharge values of the original facility. [Storm Report; Pg 429 of 564]
	Correction 6: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Per prior comment-"Notes should also reflect pervious concrete sidewalks with integral curb per Shts C2.01 and C2.02." These notes indicate conventional concrete placement. At a minimum, pervious pavement details should reflect the APWA GSPs created for pervious...see example right. [Plans; C2.10 of 30]
	Correction 7: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C3.01 of 30]
	Correction 8: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C3.02 of 30]
	Correction 9: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: City Standards 204.12 requires check valves on outfalls discharging to streams. Confirm with WDFW that check valves should/should not be used and provide supporting documentation (email, letter, HPA condition, etc.). [Plans; Sht C4.01 of 30]
	Correction 10: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Add note: "Retaining wall under separate permit." [Plans; Sht C4.01 of 30]
	Correction 11: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C4.01 of 30]
	Correction 12: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: As mentioned in the Storm Report (Pg 419 of 564), it may be possible to reduce the Biopod size using WWHM. [Plans; C4.02 of 30]
	Correction 13: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Upon further consideration, remove trash rack callout at this location (8in pipe and conveys stream). [Plans; Sht C4.02 of 30]
	Correction 14: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: City Standards 204.12 requires check valves on outfalls discharging to streams. Confirm with WDFW that check valves should/should not be used and provide supporting documentation (email, letter, HPA condition, etc.). [Plans; Sht C4.02 of 30]
	Correction 15: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Verify-Inlet IE does not agree w pipe slope btwn CB45 and WQ8. [Plans; Sht C4.02 of 30]
	Correction 16: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Verify-callout location. (CB46?) [Plans; Sht C4.02 of 30]
	Correction 17: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Callout pipe IE. [Plans; Sht C4.02 of 30]
	Correction 18: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Add note: "Retaining wall under separate permit." [Plans; Sht C4.02 of 30]
	Correction 19: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: SDCO#F3 info missing from structure table. [Plans; Sht C4.02 of 30]
	Correction 20: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Callout "Control Structure" on plan. [Plans; Sht C4.02 of 30]
	Correction 21: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C4.02 of 30]
	Correction 22: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Callout pipe IE. [Plans; Sht C4.03 of 30]
	Correction 23: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Please add "Phase 1". [Plans; Sht C4.03 of 30]
	Correction 24: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Clarify-"Detail to the right"? (4/C4.03?) [Plans; Sht C4.04 of 30]
	Correction 25: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Verify-callout location. [Plans; Sht C4.04 of 30]
	Correction 26: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Verify-callout location. [Plans; Sht C4.04 of 30]
	Correction 27: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Callout pipe IE. [Plans; Sht C4.04 of 30]
	Correction 28: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Coord. w Storm Report (0.5" dia noted). [Plans; Sht C4.10 of 30]
	Correction 29: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Verify-68.63? (physical elevation of the orifice in the sump). [Plans; Sht C4.10 of 30]
	Correction 30: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Coord. w Storm Report (El. 71.83?). [Plans; Sht C4.10 of 30]
	Correction 31: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Coord. w Storm Report (El. 72.37?). [Plans; Sht C4.10 of 30]
	Correction 32: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Coord. w Storm Report (0.875" dia noted). [Plans; Sht C4.10 of 30]
	Correction 33: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Coord. w Storm Report (0.875" dia noted). [Plans; Sht C4.10 of 30]
	Correction 34: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Verify-76.83 per CB46. [Plans; Sht C4.10 of 30]
	Correction 35: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Verify-CB46? [Plans; Sht C4.10 of 30]
	Correction 36: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Coordinate with revised orifice sizing-see comments in Storm Report (Pg 429 of 564). [Plans; Sht C4.14 of 30]
	Correction 37: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C5.01 of 30]
	Correction 38: See Document Markup Status: Resolved Date Status Changed: 12/23/2024 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C5.01 of 30]
	Correction 39: See Document Markup Status: Carried Forward Date Status Changed: 01/09/2025 Comments: Callout root barrier for any trees or woody plantings within 3ft of an underground utility (Typ). [Landscape Plans; Pg L1.1 of 7]
	Correction 40: See Document Markup Status: Carried Forward Date Status Changed: 01/09/2025 Comments: Per prior correspondence with AHBL, release rates of the existing storm pond (serving the upstream Absher property) shall be maintained between the 10yr and 100yr mitigated flow rates. See MHigginson email dated 10-02-24. Provide TESC riser and storage criteria for the contractor's use while the existing storm pond is being replaced. [Storm Report; Pg 499 of 564]
	Correction 41: See Document Markup Status: Carried Forward Date Status Changed: 01/09/2025 Comments: Per prior correspondence with AHBL, release rates of the existing storm pond (serving the upstream Absher property) shall be maintained between the 10yr and 100yr mitigated flow rates. See MHigginson email dated 10-02-24. Provide TESC riser and storage criteria for the contractor's use while the existing storm pond is being replaced. [Plans; Sht C1.01 of 30]
	Correction 42: See Document Markup Status: Carried Forward Date Status Changed: 01/09/2025 Comments: If check valve not desired by WDFW, provide trash rack per City Stds 204.12(1). (Assuming the outlet is not fully encased in the rock, and/or the outlet will be exposed over time). [Plans; Sht C4.01 of 30]
	Correction 43: See Document Markup Status: Carried Forward Date Status Changed: 01/09/2025 Comments: Provide confirmation from WDFW that check valves should/should not be used (AHBL's response/concerns acknowledged). [Plans; Sht C4.01 of 30]
	Correction 44: See Document Markup Status: Carried Forward Date Status Changed: 01/09/2025 Comments: Verify whether a structure should be added near the pipe inlet for ease of maintenance. [Plans; Sht C4.02 of 30]
	Correction 45: See Document Markup Status: Carried Forward Date Status Changed: 01/09/2025 Comments: Verify-South? [Plans; Sheet C4.02 of 30]
	Correction 46: See Document Markup Status: Carried Forward Date Status Changed: 01/09/2025 Comments: Verify-North? [Plans; Sheet C4.02 of 30]
	Correction 47: See Document Markup Status: Carried Forward Date Status Changed: 01/09/2025 Comments: If check valve not desired by WDFW, provide trash rack per City Stds 204.12(1). (Assuming the outlet is not fully encased in the rock, and/or the outlet will be exposed over time). [Plans; Sht C4.02 of 30]
	Correction 48: See Document Markup Status: Carried Forward Date Status Changed: 01/09/2025 Comments: Provide confirmation from WDFW that check valves should/should not be used (AHBL's response/concerns acknowledged). [Plans; Sht C4.02 of 30]
	Correction 49: See Document Markup Status: Carried Forward Date Status Changed: 01/09/2025 Comments: Verify-South? [Plans; Sheet C4.12 of 30]
Public Works Streets Review	VOID	12/20/2024	12/23/2024
Reviewer:	Mark Higginson ((253) 841-5559) Send Email
Engineering Traffic Review	Approved	12/20/2024	12/11/2024
Reviewer:	Mieco Hutchens ((253) 993-0179) Send Email
Fire Review	Approved	12/20/2024	12/10/2024
Reviewer:	David Drake ((253) 864-4171) Send Email
Public Works Water Review	Approved	12/20/2024	12/03/2024
Reviewer:	Brian Johnson ((253) 841-5442) Send Email
Planning Review	Approved	12/20/2024	12/03/2024
Reviewer:	Chris Beale ((253) 841-5418) Send Email
Public Works Collection Review	Approved	12/20/2024	12/02/2024
Reviewer:	Josh Grbich ((253) 841-5560) Send Email
Engineering Civil Review	Failed	11/01/2024	10/31/2024
Reviewer:	Mark Higginson ((253) 841-5559) Send Email
Corrections:	Correction 1: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: -Prior to Occupancy, provide an executed copy of an easement or agreement allowing the properties to the south of the project to discharge into R-Tank 4 on the East Town Crossing property. -The easement or agreement shall clearly identify the entity responsible for maintenance of R-Tank 4, water quality facilities, and associated conveyance system. [Storm Report; Pg 1 of 564]
	Correction 2: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Add discussion about replacing the existing combined detention/wetpond facility serving the offsite properties to the south. [Storm Report; Pg 7 of 564]
	Correction 3: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Where is this shown in the project documents? PH1 Onsite indicates a temp outlet with pumping and references a fish screen. PH2 CFG indicates the control structure, 12in pipe outlet, but no riser information, no fish screen callout, and no Mirafi wrapped channel. There is a TESC outlet protection detail, but nothing shown for the permanent installation. This set of plans does not show the PH1 outfall at all. Please clarify. [Storm Report; Pg 7 of 564]
	Correction 4: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: See WQ comments on Page 419 of 564. [Storm Report; Pg 8 of 564]
	Correction 5: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Please show the existing combined detention/wetpond facility serving the offsite properties to the south. [Storm Report; Pg 15 of 564]
	Correction 6: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: At time of closeout, the final O&M manual shall use the BMP descriptions and maintenance criteria from the "City of Puyallup Site Management Plan for Stormwater Operations and Maintenance." [Storm Report; Pg 240 of 564]
	Correction 7: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Since the proposed WQ biopods are based on flow capacity rather than volume, the City would accept sizing the WQ facility using WWHM and the post-developed conditions of the original "2004 Shaw Road Development". This likely will reduce the quantity of biopods needed for compliance. [Storm Report; Pg 419 of 564]
	Correction 8: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: See WQ comments on planset, Sht C4.02. [Storm Report; Pg 419 of 564]
	Correction 9: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Revise-min. orifice size is 0.5in. [Storm Report; Pg 429 pf 564]
	Correction 10: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Upsize outlet pipe to 12in per City Stds and riser to match. [Storm Report; Pg 429 pf 564]
	Correction 11: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Typo? (0.5?) [Storm Report; Pg 429 pf 564]
	Correction 12: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Do not place trees or woody plantings on the R-Tank detention systems or withing 10ft of underground utilities. [Landscape Plans; Pg L1.0 of 7]
	Correction 13: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Add note restricting construction access to Shaw Road for the duration of the project. [Plans; C1.10 of 28]
	Correction 14: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Add: "See PRGR20240491". [Plans; C2.01 of 28]
	Correction 15: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Add: "See PRCCP20240569". [Plans; C2.01 of 28]
	Correction 16: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Verify Keynote. [Plans; C2.02 of 28]
	Correction 17: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Notes should also reflect pervious concrete sidewalks with integral curb per Shts C2.01 and C2.02. [Plans; C2.10 of 28]
	Correction 18: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Add note: "Subragde preparation shall meet APWA GSP 2-06.3(3) Subgrade for Permeable Pavements". [Plans; C2.10 of 28]
	Correction 19: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Add: "See PRGR20240491". [Plans; C3.01 of 28]
	Correction 20: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Add: "See PRCCP20240569". [Plans; C3.01 of 28]
	Correction 21: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Callout TW/BW elevations at endpoints and 25ft oc max. [Plans; Sht C3.01 of 28]
	Correction 22: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Walls are not allowed within the ROW without an approved AMR. If the walls cannot be eliminated, submit an AMR for City Engineer review and approval. [Plans; C3.01 of 28]
	Correction 23: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Add: "See PRGR20240491". [Plans; C3.01 of 28]
	Correction 24: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Grading in this area should be directed towards the CB. Revise accordingly. [Plans; Sht C3.01 of 28]
	Correction 25: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Use Type 2 due to depth. [Plans; Sht C4.01 of 28]
	Correction 26: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Match crowns per City Stds. [Plans; Sht C4.01 of 28]
	Correction 27: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Please callout Rim and IE in Structure Table. [Plans; Sht C4.01 of 28]
	Correction 28: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Readability. [Plans; Sht C4.01 of 28]
	Correction 29: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Per City Standards 204.4 provide 1ft min cover. [Plans; Sht C4.02 of 28]
	Correction 30: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Per City Standards 204.4 1ft min cover required. Revise accordingly. [Plans; Sht C4.02 of 28]
	Correction 31: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Please callout Rim and IE in Structure Table. [Plans; Sht C4.02 of 28]
	Correction 32: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Clarify-which permit application indicates the culvert wing wall design, wall details, and outfall pad details? (Note: If the existing culvert pipe end will be exposed, city standards require a trash rack). [Plans; Sht C4.02 of 28]
	Correction 33: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: 12in pipe req'd per City Standards. [Plans; Sht C4.02 of 28]
	Correction 34: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Verify with Detail 1/C4.13. [Plans; Sht C4.02 of 28]
	Correction 35: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Verify Callout (4/C4.10?). [Plans; Sht C4.02 of 28]
	Correction 36: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: 0.5% min slope per City Stds. Revise accordingly. [Plans; Sht C4.02 of 28]
	Correction 37: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: -Since the proposed WQ biopods are based on flow capacity rather than volume, the City would accept sizing the WQ facility using WWHM and the post-developed conditions of the original "2004 Shaw Road Development". This likely will reduce the quantity of biopods needed for compliance. - This WQ configuration raises concerns due to the liklihood of the biopods closest to SDCB45 clogging much sooner than the biopods further away from the CB resulting in an unequal and reduced treatment benefit. Similarly, the biopods closest to SDCB45 will receive different flow rate(s) than those further away resulting in an unequal and/or reduced treatment benefit. -If the above configuration will be the final design, provide a letter from the manufacturer certifying that the proposed design will provide the hydraulic loading rate necessary to treat the incoming water quality design flow rate at SDCB45. [Plans; Sht C4.02 of 28]
	Correction 38: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Use Type 2 due to depth. [Plans; Sht C4.03 of 28]
	Correction 39: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Match crowns per City Stds. [Plans; Sht C4.03 of 28]
	Correction 40: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: 0.5% min slope per City Stds. Revise accordingly. [Plans; Sht C4.03 of 28]
	Correction 41: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Callout and indicate 25yr WSE for the stream. Ensure no backwater affect for the 25yr conveyance design storm. [Plans; Sht C4.03 of 28]
	Correction 42: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: 12in pipe req'd per City Standards. [Plans; Sht C4.03 of 28]
	Correction 43: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: See outfall comment on Sht C4.02. [Plans; Sht C4.03 of 28]
	Correction 44: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: See WQ comments on Sht C4.02. [Plans; Sht C4.03 of 28]
	Correction 45: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Provide SDCB45 info. [Plans; Sht C4.03 of 28]
	Correction 46: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Verify detail callout (4?) [Plans; Sht C4.03 of 28]
	Correction 47: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Please label as existing. [Plans; Sht C4.03 of 28]
	Correction 48: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Verify-SDCB#43? [Plans; Sht C4.10 of 28]
	Correction 49: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Add City Standard Details: 02.01.05 // 02.01.08 // 02.01.09 // 02.02.03 // 06.01.01 // 06.01.02 // 06.01.03 [Plans; Sht C4.10 of 28]
	Correction 50: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Use 12in pipe per City Standards. [Plans; Sht C4.10 of 28]
	Correction 51: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Min orifice size is 0.5. [Plans; Sht C4.10 of 28]
	Correction 52: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Upsize to match outlet pipe. [Plans; Sht C4.10 of 28]
	Correction 53: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Verify IE with Sht C4.01 and C4.03. [Plans; Sht C4.11 of 28]
	Correction 54: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: See WQ comments on Sht C4.02. [Plans; Sht C4.12 of 28]
	Correction 55: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: CALLOUT-manufactured 30mil (min) impermeable liner to prevent groundwater intrusion. [Plans; Sht C4.13 of 28]
	Correction 56: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: The required 6inch sediment storarge should be above the stone base layer (but below the detention volume). This was inadvertantly missed on Phase 1, but should be corrected on Phase 2. Revise accordingly. [Plans; Sht C4.13 of 28]
	Correction 57: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Verify pipe slope with IE callouts. [Plans; Sht C5.01of 28]
	Correction 58: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Readability. [Plans; Sht C5.01of 28]
	Correction 59: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Add City Standard Details: 06.01.01 // 06.01.02 // 06.01.03 [Plans; Sht C5.10 of 28]
	Correction 60: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Callout a 6in tee for the side sewer connection out of the CB. [Plans; Sht C5.10 of 28]
	Correction 61: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Callout separation between hydrant and FDC (15' max/10' min). [Plans; Sht C6.01 of 28]
	Correction 62: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Callout 3ft clear all around the hydrant and FDC. [Plans; Sht C6.01 of 28]
	Correction 63: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Callout DDCVA and PIV. [Plans; Sht C6.01 of 28]
	Correction 64: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Callout and show DCVA. [Plans; Sht C6.01 of 28]
	Correction 65: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Delete. [Plans; Sht C6.01 of 28]
	Correction 66: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Delete. [Plans; Sht C6.02 of 28]
	Correction 67: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Callout and show DCVA. [Plans; Sht C6.02 of 28]
	Correction 68: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Add City Standard Detail: 06.01.01 [Plans; Sht C6.10 of 28]
	Correction 69: See Document Markup Status: Resolved Date Status Changed: 10/31/2024 Comments: Delete. [Plans; Sht C6.11 of 28]
	Correction 70: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Per prior comment-Please show the existing combined detention/wetpond facility serving the offsite properties to the south. [Storm Report; Pg 15 of 564]
	Correction 71: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Although it is conservative to use the SBUH flow rate (1.25cfs) from the CES report, the Biopod facility might be reduced using WWHM WQ analysis for the Absher properties and the CES post-developed basin surface areas (Note: due to mixing of polluted and non-polluted runoff from the Absher property, all of the runoff generated from the WQ storm event must be treated). [Storm Report; Pg 419 of 564]
	Correction 72: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Upon resizing of the orifice sizes to match existing release rates, coordinate with callouts on Sheet C4.10. [Storm Report; Pg 429 of 564]
	Correction 73: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Recalculate values for units (area of orifice used in these flow values was in square inches rather than square feet). [Storm Report; Pg 429 of 564]
	Correction 74: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Upon initial evaluation, it appears that a two orifice riser would likely correspond with the stage-storage-discharge values of the original facility. [Storm Report; Pg 429 of 564]
	Correction 75: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Per prior comment-"Notes should also reflect pervious concrete sidewalks with integral curb per Shts C2.01 and C2.02." These notes indicate conventional concrete placement. At a minimum, pervious pavement details should reflect the APWA GSPs created for pervious...see example right. [Plans; C2.10 of 30]
	Correction 76: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C3.01 of 30]
	Correction 77: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C3.02 of 30]
	Correction 78: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: City Standards 204.12 requires check valves on outfalls discharging to streams. Confirm with WDFW that check valves should/should not be used and provide supporting documentation (email, letter, HPA condition, etc.). [Plans; Sht C4.01 of 30]
	Correction 79: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Add note: "Retaining wall under separate permit." [Plans; Sht C4.01 of 30]
	Correction 80: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C4.01 of 30]
	Correction 81: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: As mentioned in the Storm Report (Pg 419 of 564), it may be possible to reduce the Biopod size using WWHM. [Plans; C4.02 of 30]
	Correction 82: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Upon further consideration, remove trash rack callout at this location (8in pipe and conveys stream). [Plans; Sht C4.02 of 30]
	Correction 83: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: City Standards 204.12 requires check valves on outfalls discharging to streams. Confirm with WDFW that check valves should/should not be used and provide supporting documentation (email, letter, HPA condition, etc.). [Plans; Sht C4.02 of 30]
	Correction 84: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Verify-Inlet IE does not agree w pipe slope btwn CB45 and WQ8. [Plans; Sht C4.02 of 30]
	Correction 85: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Verify-callout location. (CB46?) [Plans; Sht C4.02 of 30]
	Correction 86: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Callout pipe IE. [Plans; Sht C4.02 of 30]
	Correction 87: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Add note: "Retaining wall under separate permit." [Plans; Sht C4.02 of 30]
	Correction 88: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: SDCO#F3 info missing from structure table. [Plans; Sht C4.02 of 30]
	Correction 89: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Callout "Control Structure" on plan. [Plans; Sht C4.02 of 30]
	Correction 90: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C4.02 of 30]
	Correction 91: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Callout pipe IE. [Plans; Sht C4.03 of 30]
	Correction 92: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Please add "Phase 1". [Plans; Sht C4.03 of 30]
	Correction 93: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Clarify-"Detail to the right"? (4/C4.03?) [Plans; Sht C4.04 of 30]
	Correction 94: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Verify-callout location. [Plans; Sht C4.04 of 30]
	Correction 95: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Verify-callout location. [Plans; Sht C4.04 of 30]
	Correction 96: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Callout pipe IE. [Plans; Sht C4.04 of 30]
	Correction 97: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Coord. w Storm Report (0.5" dia noted). [Plans; Sht C4.10 of 30]
	Correction 98: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Verify-68.63? (physical elevation of the orifice in the sump). [Plans; Sht C4.10 of 30]
	Correction 99: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Coord. w Storm Report (El. 71.83?). [Plans; Sht C4.10 of 30]
	Correction 100: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Coord. w Storm Report (El. 72.37?). [Plans; Sht C4.10 of 30]
	Correction 101: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Coord. w Storm Report (0.875" dia noted). [Plans; Sht C4.10 of 30]
	Correction 102: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Coord. w Storm Report (0.875" dia noted). [Plans; Sht C4.10 of 30]
	Correction 103: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Verify-76.83 per CB46. [Plans; Sht C4.10 of 30]
	Correction 104: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Verify-CB46? [Plans; Sht C4.10 of 30]
	Correction 105: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Coordinate with revised orifice sizing-see comments in Storm Report (Pg 429 of 564). [Plans; Sht C4.14 of 30]
	Correction 106: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C5.01 of 30]
	Correction 107: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Coordinate phasing delineation with Sheet C1.01. [Plans; Sht C5.01 of 30]
	Correction 108: See Document Markup Status: Carried Forward Date Status Changed: 11/20/2024 Comments: Callout root barrier for any trees or woody plantings within 3ft of an underground utility (Typ). [Landscape Plans; Pg L1.1 of 7]
Public Works Streets Review	VOID	11/01/2024	10/31/2024
Reviewer:	Mark Higginson ((253) 841-5559) Send Email
Engineering Traffic Review	Approved	11/01/2024	10/30/2024
Reviewer:	Mieco Hutchens ((253) 993-0179) Send Email
Public Works Water Review	Approved	11/01/2024	10/24/2024
Reviewer:	Brian Johnson ((253) 841-5442) Send Email
Corrections:	Correction 1: See Document Markup Status: Resolved Date Status Changed: 10/24/2024 Comments: Civil C6.01: Show and call out the DCVA downstream of 2-inch water meter.
	Correction 2: See Document Markup Status: Resolved Date Status Changed: 10/24/2024 Comments: Civil C6.02: Show and call out the DCVA downstream of 2-inch water meter.
Planning Review	Approved	11/01/2024	10/22/2024
Reviewer:	Chris Beale ((253) 841-5418) Send Email
Fire Review	Approved	11/01/2024	10/15/2024
Reviewer:	David Drake ((253) 864-4171) Send Email
Public Works Collection Review	Approved	11/01/2024	10/14/2024
Reviewer:	Josh Grbich ((253) 841-5560) Send Email
Engineering Civil Review	Failed	07/22/2024	07/26/2024
Reviewer:	Mark Higginson ((253) 841-5559) Send Email
Corrections:	Correction 1: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: -Prior to Occupancy, provide an executed copy of an easement or agreement allowing the properties to the south of the project to discharge into R-Tank 4 on the East Town Crossing property. -The easement or agreement shall clearly identify the entity responsible for maintenance of R-Tank 4, water quality facilities, and associated conveyance system. [Storm Report; Pg 1 of 564]
	Correction 2: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Add discussion about replacing the existing combined detention/wetpond facility serving the offsite properties to the south. [Storm Report; Pg 7 of 564]
	Correction 3: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Where is this shown in the project documents? PH1 Onsite indicates a temp outlet with pumping and references a fish screen. PH2 CFG indicates the control structure, 12in pipe outlet, but no riser information, no fish screen callout, and no Mirafi wrapped channel. There is a TESC outlet protection detail, but nothing shown for the permanent installation. This set of plans does not show the PH1 outfall at all. Please clarify. [Storm Report; Pg 7 of 564]
	Correction 4: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: See WQ comments on Page 419 of 564. [Storm Report; Pg 8 of 564]
	Correction 5: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Please show the existing combined detention/wetpond facility serving the offsite properties to the south. [Storm Report; Pg 15 of 564]
	Correction 6: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: At time of closeout, the final O&M manual shall use the BMP descriptions and maintenance criteria from the "City of Puyallup Site Management Plan for Stormwater Operations and Maintenance." [Storm Report; Pg 240 of 564]
	Correction 7: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Since the proposed WQ biopods are based on flow capacity rather than volume, the City would accept sizing the WQ facility using WWHM and the post-developed conditions of the original "2004 Shaw Road Development". This likely will reduce the quantity of biopods needed for compliance. [Storm Report; Pg 419 of 564]
	Correction 8: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: See WQ comments on planset, Sht C4.02. [Storm Report; Pg 419 of 564]
	Correction 9: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Revise-min. orifice size is 0.5in. [Storm Report; Pg 429 pf 564]
	Correction 10: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Upsize outlet pipe to 12in per City Stds and riser to match. [Storm Report; Pg 429 pf 564]
	Correction 11: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Typo? (0.5?) [Storm Report; Pg 429 pf 564]
	Correction 12: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Do not place trees or woody plantings on the R-Tank detention systems or withing 10ft of underground utilities. [Landscape Plans; Pg L1.0 of 7]
	Correction 13: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Add note restricting construction access to Shaw Road for the duration of the project. [Plans; C1.10 of 28]
	Correction 14: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Add: "See PRGR20240491". [Plans; C2.01 of 28]
	Correction 15: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Add: "See PRCCP20240569". [Plans; C2.01 of 28]
	Correction 16: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Verify Keynote. [Plans; C2.02 of 28]
	Correction 17: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Notes should also reflect pervious concrete sidewalks with integral curb per Shts C2.01 and C2.02. [Plans; C2.10 of 28]
	Correction 18: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Add note: "Subragde preparation shall meet APWA GSP 2-06.3(3) Subgrade for Permeable Pavements". [Plans; C2.10 of 28]
	Correction 19: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Add: "See PRGR20240491". [Plans; C3.01 of 28]
	Correction 20: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Add: "See PRCCP20240569". [Plans; C3.01 of 28]
	Correction 21: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Callout TW/BW elevations at endpoints and 25ft oc max. [Plans; Sht C3.01 of 28]
	Correction 22: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Walls are not allowed within the ROW without an approved AMR. If the walls cannot be eliminated, submit an AMR for City Engineer review and approval. [Plans; C3.01 of 28]
	Correction 23: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Add: "See PRGR20240491". [Plans; C3.01 of 28]
	Correction 24: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Grading in this area should be directed towards the CB. Revise accordingly. [Plans; Sht C3.01 of 28]
	Correction 25: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Use Type 2 due to depth. [Plans; Sht C4.01 of 28]
	Correction 26: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Match crowns per City Stds. [Plans; Sht C4.01 of 28]
	Correction 27: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Please callout Rim and IE in Structure Table. [Plans; Sht C4.01 of 28]
	Correction 28: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Readability. [Plans; Sht C4.01 of 28]
	Correction 29: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Per City Standards 204.4 provide 1ft min cover. [Plans; Sht C4.02 of 28]
	Correction 30: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Per City Standards 204.4 1ft min cover required. Revise accordingly. [Plans; Sht C4.02 of 28]
	Correction 31: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Please callout Rim and IE in Structure Table. [Plans; Sht C4.02 of 28]
	Correction 32: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Clarify-which permit application indicates the culvert wing wall design, wall details, and outfall pad details? (Note: If the existing culvert pipe end will be exposed, city standards require a trash rack). [Plans; Sht C4.02 of 28]
	Correction 33: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: 12in pipe req'd per City Standards. [Plans; Sht C4.02 of 28]
	Correction 34: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Verify with Detail 1/C4.13. [Plans; Sht C4.02 of 28]
	Correction 35: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Verify Callout (4/C4.10?). [Plans; Sht C4.02 of 28]
	Correction 36: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: 0.5% min slope per City Stds. Revise accordingly. [Plans; Sht C4.02 of 28]
	Correction 37: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: -Since the proposed WQ biopods are based on flow capacity rather than volume, the City would accept sizing the WQ facility using WWHM and the post-developed conditions of the original "2004 Shaw Road Development". This likely will reduce the quantity of biopods needed for compliance. - This WQ configuration raises concerns due to the liklihood of the biopods closest to SDCB45 clogging much sooner than the biopods further away from the CB resulting in an unequal and reduced treatment benefit. Similarly, the biopods closest to SDCB45 will receive different flow rate(s) than those further away resulting in an unequal and/or reduced treatment benefit. -If the above configuration will be the final design, provide a letter from the manufacturer certifying that the proposed design will provide the hydraulic loading rate necessary to treat the incoming water quality design flow rate at SDCB45. [Plans; Sht C4.02 of 28]
	Correction 38: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Use Type 2 due to depth. [Plans; Sht C4.03 of 28]
	Correction 39: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Match crowns per City Stds. [Plans; Sht C4.03 of 28]
	Correction 40: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: 0.5% min slope per City Stds. Revise accordingly. [Plans; Sht C4.03 of 28]
	Correction 41: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Callout and indicate 25yr WSE for the stream. Ensure no backwater affect for the 25yr conveyance design storm. [Plans; Sht C4.03 of 28]
	Correction 42: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: 12in pipe req'd per City Standards. [Plans; Sht C4.03 of 28]
	Correction 43: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: See outfall comment on Sht C4.02. [Plans; Sht C4.03 of 28]
	Correction 44: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: See WQ comments on Sht C4.02. [Plans; Sht C4.03 of 28]
	Correction 45: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Provide SDCB45 info. [Plans; Sht C4.03 of 28]
	Correction 46: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Verify detail callout (4?) [Plans; Sht C4.03 of 28]
	Correction 47: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Please label as existing. [Plans; Sht C4.03 of 28]
	Correction 48: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Verify-SDCB#43? [Plans; Sht C4.10 of 28]
	Correction 49: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Add City Standard Details: 02.01.05 // 02.01.08 // 02.01.09 // 02.02.03 // 06.01.01 // 06.01.02 // 06.01.03 [Plans; Sht C4.10 of 28]
	Correction 50: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Use 12in pipe per City Standards. [Plans; Sht C4.10 of 28]
	Correction 51: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Min orifice size is 0.5. [Plans; Sht C4.10 of 28]
	Correction 52: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Upsize to match outlet pipe. [Plans; Sht C4.10 of 28]
	Correction 53: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Verify IE with Sht C4.01 and C4.03. [Plans; Sht C4.11 of 28]
	Correction 54: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: See WQ comments on Sht C4.02. [Plans; Sht C4.12 of 28]
	Correction 55: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: CALLOUT-manufactured 30mil (min) impermeable liner to prevent groundwater intrusion. [Plans; Sht C4.13 of 28]
	Correction 56: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: The required 6inch sediment storarge should be above the stone base layer (but below the detention volume). This was inadvertantly missed on Phase 1, but should be corrected on Phase 2. Revise accordingly. [Plans; Sht C4.13 of 28]
	Correction 57: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Verify pipe slope with IE callouts. [Plans; Sht C5.01of 28]
	Correction 58: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Readability. [Plans; Sht C5.01of 28]
	Correction 59: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Add City Standard Details: 06.01.01 // 06.01.02 // 06.01.03 [Plans; Sht C5.10 of 28]
	Correction 60: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Callout a 6in tee for the side sewer connection out of the CB. [Plans; Sht C5.10 of 28]
	Correction 61: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Callout separation between hydrant and FDC (15' max/10' min). [Plans; Sht C6.01 of 28]
	Correction 62: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Callout 3ft clear all around the hydrant and FDC. [Plans; Sht C6.01 of 28]
	Correction 63: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Callout DDCVA and PIV. [Plans; Sht C6.01 of 28]
	Correction 64: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Callout and show DCVA. [Plans; Sht C6.01 of 28]
	Correction 65: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Delete. [Plans; Sht C6.01 of 28]
	Correction 66: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Delete. [Plans; Sht C6.02 of 28]
	Correction 67: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Callout and show DCVA. [Plans; Sht C6.02 of 28]
	Correction 68: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Add City Standard Detail: 06.01.01 [Plans; Sht C6.10 of 28]
	Correction 69: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Delete. [Plans; Sht C6.11 of 28]
Public Works Streets Review	Approved	07/22/2024	07/24/2024
Reviewer:	Scott Hill ((253) 841-5409) Send Email
Engineering Traffic Review	Approved	07/22/2024	07/19/2024
Reviewer:	Mieco Hutchens ((253) 993-0179) Send Email
Public Works Water Review	Failed	07/22/2024	07/16/2024
Reviewer:	Brian Johnson ((253) 841-5442) Send Email
Corrections:	Correction 1: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Civil C6.01: Show and call out the DCVA downstream of 2-inch water meter.
	Correction 2: See Document Markup Status: Carried Forward Date Status Changed: 10/04/2024 Comments: Civil C6.02: Show and call out the DCVA downstream of 2-inch water meter.
Fire Review	Approved	07/22/2024	07/16/2024
Reviewer:	David Drake ((253) 864-4171) Send Email
Public Works Collection Review	Approved	07/22/2024	06/25/2024
Reviewer:	Josh Grbich ((253) 841-5560) Send Email
Planning Review	Approved	07/22/2024	06/25/2024
Reviewer:	Chris Beale ((253) 841-5418) Send Email

Fees

Paid Fees	Amount	Paid	Owing	Date Paid
Engineering Inspection Fee (3%)	$21,924.00	$21,924.00	Paid	02/12/2025
Engineering Permit Fee	$300.00	$300.00	Paid	02/12/2025
Civil Review Fee	$470.00	$470.00	Paid	05/14/2024
Record Drawing Review Fee	$200.00	$200.00	Paid	05/14/2024
Civil Review Additional Fee	$3,600.00	$3,600.00	Paid	10/04/2024
Civil Review Additional Fee	$2,160.00	$2,160.00	Paid	11/14/2024
Civil Review Additional Fee	$1,260.00	$1,260.00	Paid	12/26/2024
Civil Review Additional Fee	$900.00	$900.00	Paid	02/12/2025
Planning Landscape Review Fee	$180.00	$180.00	Paid	02/12/2025
Outstanding Fees	Amount	Paid	Owing	Date Paid
No outstanding fees.
Totals:	$30,994.00	$30,994.00	$0.00

Permit(s) will not be issued until outstanding fees have been paid in full. Fee details shown above only include currently payable fees, there might be addtional fees to be paid before issuance.

Total Amount Payable Online: $0.00

Inspections

Inspection	Outcome	Scheduled	Date Inspected
Engineering Preconstruction Inspection (Pre-Con Meeting)	Pending
Inspector:	Jason Little ((253) 244-0387)
Engineering Punchlist Inspection	Pending
Inspector:	Jason Little ((253) 244-0387)
Engineering Final Inspection	Pending
Inspector:	Jason Little ((253) 244-0387)
Planning Landscape Inspection	Pending
Inspector:
Erosion And Sediment Inspection	Pending
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Pending
Inspector:	Jason Little ((253) 244-0387)
Job Start Inspection	Partial Pass	2/17/2025	02/17/2025
Inspector:	Jason Little ((253) 244-0387)
Job Start Inspection	VOID		02/17/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Failed	2/24/2025	02/24/2025
Inspector:	Jason Little ((253) 244-0387)
Erosion And Sediment Inspection	Partial Pass	2/27/2025	02/27/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	2/27/2025	02/27/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	2/28/2025	02/28/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	3/3/2025	03/03/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	3/4/2025	03/04/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	3/6/2025	03/06/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	3/17/2025	03/17/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	3/18/2025	03/18/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	3/19/2025	03/19/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	3/20/2025	03/20/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	3/24/2025	03/24/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	3/25/2025	03/25/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	3/26/2025	03/26/2025
Inspector:	Jeff Hill ((253) 204-5633)
Engineering Daily Inspection	Partial Pass	3/27/2025	03/27/2025
Inspector:	Jeff Hill ((253) 204-5633)
Engineering Daily Inspection	Partial Pass	3/31/2025	03/31/2025
Inspector:	Jeff Hill ((253) 204-5633)
Engineering Daily Inspection	Partial Pass	3/28/2025	03/31/2025
Inspector:	Jeff Hill ((253) 204-5633)
Engineering Daily Inspection	Partial Pass	4/1/2025	04/01/2025
Inspector:	Jeff Hill ((253) 204-5633)
Engineering Daily Inspection	Partial Pass	4/2/2025	04/02/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	4/3/2025	04/04/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	4/7/2025	04/07/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	4/9/2025	04/10/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	4/11/2025	04/11/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	4/14/2025	04/14/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	4/15/2025	04/15/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	4/16/2025	04/16/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	4/17/2025	04/17/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	4/18/2025	04/18/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	4/21/2025	04/21/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	4/22/2025	04/23/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	4/24/2025	04/24/2025
Inspector:	Jason Little ((253) 244-0387)
Engineering Daily Inspection	Partial Pass	4/25/2025	04/25/2025
Inspector:	Jason Little ((253) 244-0387)

Conditions

Condition	Status	Category
Civil Standard Conditions	Open	Standard Conditions
Department: Engineering Division Expiration Date: Due Date: Description: Development Engineering standard civil construction conditions: 1. Preconstruction Inspection (Preconstruction Meeting) IS REQUIRED prior to the commencement of any work under this permit. Please contact the engineering support specialist, Robyn Buck, at rbuck@puyallupwa.gov to request a pre-construction meeting prior to starting site work. 2. Construction permitted as per approved civil plans. 3. Construction permit shall expire by limitation and be declared void if: a. Work is not started within 180 days of obtaining the permit. b. Work is abandoned for 180 days or more after beginning work. c. After two years from the date of permit issuance, regardless of whether work is finished. 4. Any changes to the scope of work approved on the civil plans shall be submitted on a Plan Change Request to the Engineering Services Staff for review. 5. Any changes that require a request to vary from the design standards approved on the civil plans shall be submitted on an Alternative Methods or Construction Materials Request along with an application fee to the Engineering Services Staff for review. 6. The applicant is responsible to call the Utility Notification Center at 1-800-424-5555 before beginning any excavation. Call before you dig, it's the law. NOTE: Effective January 1, 2013, RCW 19.122 - Before conducting any construction or excavation within 100 feet of a right-of-way or utility easement containing a transmission pipeline, a person must notify the pipeline companies of the scheduled excavation through the one-number locator service 811. Notification must occur in a window of not less than 2 business days, but not more than 10 business days before beginning the excavation. If a transmission pipeline company is notified that excavation work will occur near a pipeline, a representative of the company must consult with the excavator on-site prior to excavation. 7. It is the responsibility of the applicant/property owner to obtain all necessary approvals/permits from state, federal, and other agencies that have regulatory authority. 8. Should the City become aware of conditions that invalidate the original design data used to obtain the permit or determine that the applicant is not complying with the conditions of the permit or approved plans, the City may revoke the original permit and/or order work stopped on the project. The City may require the owner to submit a new application for review and approval. 9. All work associated with the Site Development Permit must be completed and approved by the City prior to receiving final approval of building permits. 10. I hereby acknowledge that I have read and understand the contents of this permit and I hereby state that the information I have supplied is true and correct. Indemnification / Hold Harmless The Permittee shall defend, indemnify and hold the Public Entity, its officers, officials, employees and volunteers harmless from any and all claims, injuries, damages, losses or suits including attorney fees, arising out of or in connection with activities or operations performed by the Permittee or on the Permittee's behalf out of issuance of this Permit, except for injuries and damages caused by the sole negligence of the Public Entity. However, should a court of competent jurisdiction determine that RCW 4.24.115 applies to this Permit, then the Permittee agrees to defend, indemnify and hold the Public Entity, its officers, officials, employees and volunteers harmless to the maximum extent permitted thereunder. It is further specifically and expressly understood that the indemnification provided herein constitutes the Permittee's waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this Agreement.
Pre-Construction Meeting	Resolved	Prior to Issuance
Department: Engineering Division Expiration Date: Due Date: Description: Please contact the engineering support specialist, Robyn Buck, at rbuck@puyallupwa.gov to request a pre-construction meeting prior to starting site work.
Performance Bond	Resolved	Prior to Issuance
Department: Engineering Division Expiration Date: Due Date: Description: A Performance Bond must be received by the City of Puyallup prior to permit issuance. The Performance Bond shall be 150% of the estimated cost of work in the ROW per the approved cost estimate received prior to plan approval (attached in CityView Portal under Documents & Images section). See https://www.cityofpuyallup.org/DocumentCenter/View/16622/Performance-Bond-51122-appvd-by-Legal for more information.
Inadvertent Discovery Plan (IDP)	Resolved	Prior to Issuance
Department: Engineering Division Expiration Date: Due Date: Description: Email a signed Inadvertent Discovery Plan to RBUCK@PUYALLUPWA.GOV.
Overtime Inspection and Watermain Shutdown Fee	Resolved	Prior to Issuance
Department: Engineering Division Expiration Date: Due Date: Description: This form is to be received prior to permit issuance. Signing this form is acknowledgement that there may be billed overtime inspection fees per the current fee schedule and that whenever the City Water Division staff is required to perform a mainline shutdown the fees shall be billed at $134.00 per event plus $10.00 per tag. Instances when a shutdown is performed outside regular working hour’s additional overtime fees will be billed at the current overtime billing rate (3 hour minimum call out time).
Certificate of Insurance/CG2012	Resolved	Prior to Issuance
Department: Engineering Division Expiration Date: Due Date: Description: Certificate or Insurance/CG2012 must be received prior to issuance
Clear, Fill, and Grade Bond	Resolved	Prior to Issuance
Department: Engineering Division Expiration Date: Due Date: Description: A Clear, Fill and, Grade Bond must be received by the City of Puyallup prior to permit issuance. The amount of the bond shall not be less than the total estimated construction cost of the interim and permanent erosion and sediment control measures per the approved cost estimate received prior to plan approval. See https://www.cityofpuyallup.org/DocumentCenter/View/16621/CFG-Bond-101822-appvd-by-Legal for more information.
Miscellaneous Condition	Open	Prior to Occupancy
Department: Engineering Division Expiration Date: Due Date: Description: -Prior to Occupancy, provide an executed copy of an easement or agreement allowing the properties to the south of the project to discharge into R-Tank 4 on the East Town Crossing property. -The easement or agreement shall clearly identify the entity responsible for maintenance of R-Tank 4, water quality facilities, and associated conveyance system.
Ready to Issue - Need Contractor Info	Resolved	Prior to Issuance
Department: Development & Permitting Services Expiration Date: Due Date: Description: Must provide Contractor doing the work to be named on permit. Contractor must be registered with Washington State Labor and Industries AND have a valid City of Puyallup business license endorsement with Washington State Department of Revenue.

Related Permit & Planning Applications

Reference Number	Status	Type
PRCCP20230970	Permit(s) Issued	Civil Construction Permit
PRGR20230972	Permit(s) Issued	Clear, Fill, & Grade Permit
PRHM20231330	Closed	Hydraulic Modeling
PRCNC20231714	Canceled	Commercial - New Construction
PRMU20240139	Permit(s) Issued	Residential - New Multi-Unit
PRHM20240180	Closed	Hydraulic Modeling
PRMU20240400	Permit(s) Issued	Residential - New Multi-Unit
PRMU20240401	Permit(s) Issued	Residential - New Multi-Unit
PRMU20240402	Permit(s) Issued	Residential - New Multi-Unit
PRMU20240404	Permit(s) Issued	Residential - New Multi-Unit
PRMU20240405	Permit(s) Issued	Residential - New Multi-Unit
PRMU20240406	Permit(s) Issued	Residential - New Multi-Unit
PRMU20240407	Returned for Correction	Residential - New Multi-Unit
PRGR20240491	Permit(s) Issued	Clear, Fill, & Grade Permit
PRCCP20240569	Permit(s) Issued	Civil Construction Permit
PRFS20241973	Permit(s) Issued	Fire Sprinklers
PRFS20250031	Permit(s) Issued	Fire Sprinklers
PRFS20250098	Permit(s) Issued	Fire Sprinklers
PRFS20250099	Permit(s) Issued	Fire Sprinklers
PRFS20250371	Permit(s) Issued	Fire Sprinklers
PRCTI20250375	Permit(s) Issued	Commercial - Tenant Improvement/Remodel
PRRWF20250442	Returned for Correction	Retaining Wall
PRFS20250456	In Plan Check	Fire Sprinklers
PRFS20250522	In Plan Check	Fire Sprinklers
PRCNC20250528	In Plan Check	Commercial - New Construction
P-20-0027	Expired	SEPA Standalone
P-20-0042	Expired	MISCELLANEOUS PLANNING PERMIT
P-20-0028	Expired	MISCELLANEOUS PLANNING PERMIT
L-20-0002	Expired	Comprehensive Plan Amendment
P-20-0077	Expired	Pre-Application
P-21-0025	Expired	Short Plat
P-21-0034	File Closed	Preliminary Site Plan
P-19-0010	Canceled	Development Agreement
P-20-0031	Expired	Pre-Application
PLBDJ20240103	Waiting for Conditions	Boundary Line Adjustment

Documents & Images

Date Uploaded	File Type	Name
05/14/2024	Report	CONSTRUCTION SWPPP
05/14/2024	Report	GEOTECH REPORT
05/14/2024	Other	COST ESTIMATE
05/14/2024	Receipt	Receipt for transaction:2024-001017
05/15/2024	Plans	TESC PLAN
07/26/2024	Form	Civil-Construction-Permit-1402 (Flattened)
10/04/2024	Receipt	Receipt for transaction:2024-002096
11/14/2024	Receipt	Receipt for transaction:2024-002387
12/26/2024	Receipt	Receipt for transaction:2024-002663
02/06/2025	Report	STORMWATER REPORT - RESUB (Flattened)
02/06/2025	Plans	CIVIL PLANS - RESUB (Stamped)
02/06/2025	Plans	LANDSCAPE PLANS - RESUB (Stamped)
02/12/2025	Receipt	Receipt for transaction: 2025-000297
02/12/2025	Permit	Permit - Detailed
03/19/2025		BPUE at East Town Crossing - Puyallup WA
04/23/2025	Report	Inspection Report (Engineering Daily Inspection)

Portal Home

Should you need assistance, please contact the Permit Center at (253) 864-4165 option 1.