| Review Type |
Outcome |
Est. Completion Date |
Completed |
|
Engineering Civil Review
|
Approved
|
04/12/2024
|
04/08/2024
|
|
|
|
|
|
See Document Markup
Revise text overlap. [civils, sheet C2.2]
|
|
|
See Document Markup
Include and fill out figure I-3.5 for the 2019 DOE manual. [drainage report, pg 36]
|
|
|
See Document Markup
What is the category and habitat score of the wetland the site is discharging to? [drainage report, pg 36]
|
|
|
See Document Markup
Revise the City of Puyallup Development Approval block to Planning's approval blocks for the landscape sheets. [civils, sheet L1.0]
|
|
|
See Document Markup
Provide the WWHM calculation that determined the mitigated Q2. These yearly flow frequencies do not match the values within the drainage report. [CSWPP, pg 98]
|
|
|
See Document Markup
Add a note to contact William's Gas Company prior to any work commencing within the easement area. [civils, sheet C0.1]
|
|
|
See Document Markup
Include the rim and IE's for this catch basin. This is called out as CB 107 on sheet C2.2. It appears that a gravity connection may be viable rather than a pump. [civils, sheet C1.1]
|
|
|
See Document Markup
The silt fence in this location will conflict with the proposed swale. Revise accordingly. [civils, sheet C1.1]
|
|
|
See Document Markup
Sheet C1.7 no longer exists, reference sheet C1.7 for William Easement notes. [civils, sheet C2.1]
|
|
|
See Document Markup
Extend the bioretention cell along the length of the parking lot to ensure all runoff is collected, treated and detained. [civils, sheet C2.1]
|
|
|
See Document Markup
Provide specific BSM mix within this detail or in the landscape plans. [civils, sheet C4.3]
|
|
|
See Document Markup
Provide rip rap at the discharge location to prevent erosion. [civils, sheet C2.1]
|
|
|
See Document Markup
Provide an emergency overflow for the detention pond. [civils, sheet C2.2]
|
|
|
See Document Markup
Provide a detail for the proposed fencing. Include a callout on the plans or add this linetype to the legend. [civils, sheet C2.2]
|
|
|
See Document Markup
Provide rip rap at the inlet location of the pond to inhibit erosion of the pond wall. [civils, sheet C2.2]
|
|
|
See Document Markup
Delete additional linework to avoid confusion. [civils, sheet C2.2]
|
|
|
See Document Markup
Provide pond berm embankment width. [civils, sheet C4.2]
|
|
|
See Document Markup
Show the pipe outlet within the pond cross section. [civils, sheet C4.2]
|
|
|
See Document Markup
Provide the coarse compost thickness. [civils, sheet C4.3]
|
|
|
See Document Markup
It appears that the new landscape grading will cause water to pond between the berm and the existing curb. Consider installing yard drains or a swale to drain stormwater. [civils, sheet C2.1]
|
|
|
|
|
Fire Review
|
Approved
|
04/12/2024
|
04/03/2024
|
|
|
|
|
|
|
|
Public Works Streets Review
|
Approved
|
04/12/2024
|
04/03/2024
|
|
|
|
|
|
|
|
Public Works Water Review
|
Approved
|
04/12/2024
|
04/02/2024
|
|
|
|
|
|
See Document Markup
Civil resub Sheet C3: For better visibility the new fire hydrant should be moved to sit at the landscape bump out. Turn hydrant toward parking area. Do not plant anything that would impede access to the hydrant or reduce visibility.
|
|
|
|
|
Planning Review
|
Approved
|
04/12/2024
|
03/26/2024
|
|
|
|
|
|
|
|
Public Works Collection Review
|
Approved
|
04/12/2024
|
03/20/2024
|
|
|
|
|
|
|
|
Engineering Traffic Review
|
Approved
|
04/12/2024
|
03/20/2024
|
|
|
|
|
|
|
|
Engineering Civil Review
|
Failed
|
02/16/2024
|
02/28/2024
|
|
|
|
|
|
See Document Markup
Provide the pipe slope. [civils, sheet C1.1]
|
|
|
See Document Markup
Create a note to amend all disturbed soils. [civils, Sheet C1.2]
|
|
|
See Document Markup
Include figure II-3.28: Sediment Pond Plan View. [civils, sheet C1.3]
|
|
|
See Document Markup
Typo [civils, Sheet C1.4]
|
|
|
See Document Markup
Include city standard 01.02.08a. [civils, Sheet C4.1]
|
|
|
See Document Markup
Provide a calculation sizing the temporary sediment pond per the 2019 DOE manual. See BMP C241 for more information. [drainage report, pg 1]
|
|
|
See Document Markup
Provide a note that the traffic control plans below are for informational purposes only. The City of Puyallup does not regulate traffic control plans on private property. [civils, sheet C1.5]
|
|
|
See Document Markup
Revise text overlap. [civils, sheet C2.2]
|
|
|
See Document Markup
It doesn't appear that no parking signs are found on this sheet. [civils, sheet C3.1]
|
|
|
See Document Markup
It does not appear the overflow structure CB 115 will perform as intended in an overflow event. If stormwater reaches elevation 510.25', the pond will discharge to the flow control structure, which is limiting flows with orifices. The overflow connection should be routed to CB 107. [civils, sheet C2.2]
|
|
|
See Document Markup
What is the dotted line type representing? [civils, sheet C2.2]
|
|
|
See Document Markup
Add bottom contour to the pond. [civils, sheet C2.2]
|
|
|
See Document Markup
Include city standard 02.01.09. [Civils, Sheet C4.2].
|
|
|
See Document Markup
The stormwater facility will be privately maintained pond, remove the City of Puyallup contact information. [civils, sheet C4.3]
|
|
|
See Document Markup
State these notes are city standard 02.01.08 as the flow control manhole references these notes. [civils, sheet C4.3]
|
|
|
See Document Markup
The existing conditions map states the basin area is 1.61 acres, revise accordingly. [drainage report, pg 51]
|
|
|
See Document Markup
The developed basin map states there is 0.73 acres of landscape, revise the WWHM calculation to include this area. [drainage report, pg 52]
|
|
|
See Document Markup
Provide the square footage of the proposed pond bottom. [civils, sheet C2.2]
|
|
|
See Document Markup
Provide a calculation for the surface pool drawdown time. The maximum allowable is 24 hours. [drainage report, pg 59]
|
|
|
See Document Markup
Include and fill out figure I-3.5 for the 2019 DOE manual. [drainage report, pg 36]
|
|
|
See Document Markup
What is the category and habitat score of the wetland the site is discharging to? [drainage report, pg 36]
|
|
|
See Document Markup
It does not appear that the on-site wetland area table is correct for the developed conditions. The amount of forest area should be reduced with respect to the new impervious and landscape areas. [drainage report, pg 36]
|
|
|
See Document Markup
Provide a construction sequence. Use design standard 501.6 as the basis. [civils, sheet C2.1]
|
|
|
See Document Markup
The DOE manual states to not use filter fabrics between the subgrade and bioretention soil mix. [civils, sheet C4.3]
|
|
|
See Document Markup
Include the planning approval block on the landscaping sheets. [civils, sheet L1.0]
|
|
|
See Document Markup
Why are sprinklers being proposed within the detention pond? [civils, sheet L4.0]
|
|
|
See Document Markup
A closed detention system is not proposed for this project, remove from O&M manual. [drainage report, pg 260]
|
|
|
See Document Markup
An oil/water separator is not proposed for this project, remove from O&M manual. [drainage report, pg 262]
|
|
|
See Document Markup
Provide a letter from Williams Gas' Matthew Kautzman that the proposed construction and storm line proposed within the easement is allowable. [civils, sheet C2.1]
|
|
|
See Document Markup
Revise the City of Puyallup Development Approval block to Planning's approval blocks for the landscape sheets. [civils, sheet L1.0]
|
|
|
See Document Markup
Provide the WWHM calculation that determined the mitigated Q2. These yearly flow frequencies do not match the values within the drainage report. [CSWPP, pg 98]
|
|
|
See Document Markup
Add a note to contact William's Gas Company prior to any work commencing within the easement area. [civils, sheet C0.1]
|
|
|
See Document Markup
Include the rim and IE's for this catch basin. This is called out as CB 107 on sheet C2.2. It appears that a gravity connection may be viable rather than a pump. [civils, sheet C1.1]
|
|
|
See Document Markup
The silt fence in this location will conflict with the proposed swale. Revise accordingly. [civils, sheet C1.1]
|
|
|
See Document Markup
Sheet C1.7 no longer exists, reference sheet C1.7 for William Easement notes. [civils, sheet C2.1]
|
|
|
See Document Markup
Extend the bioretention cell along the length of the parking lot to ensure all runoff is collected, treated and detained. [civils, sheet C2.1]
|
|
|
See Document Markup
Provide specific BSM mix within this detail or in the landscape plans. [civils, sheet C4.3]
|
|
|
See Document Markup
Provide rip rap at the discharge location to prevent erosion. [civils, sheet C2.1]
|
|
|
See Document Markup
Provide an emergency overflow for the detention pond. [civils, sheet C2.2]
|
|
|
See Document Markup
Provide a detail for the proposed fencing. Include a callout on the plans or add this linetype to the legend. [civils, sheet C2.2]
|
|
|
See Document Markup
Provide rip rap at the inlet location of the pond to inhibit erosion of the pond wall. [civils, sheet C2.2]
|
|
|
See Document Markup
Delete additional linework to avoid confusion. [civils, sheet C2.2]
|
|
|
See Document Markup
Provide pond berm embankment width. [civils, sheet C4.2]
|
|
|
See Document Markup
Show the pipe outlet within the pond cross section. [civils, sheet C4.2]
|
|
|
See Document Markup
Provide the coarse compost thickness. [civils, sheet C4.3]
|
|
|
See Document Markup
It appears that the new landscape grading will cause water to pond between the berm and the existing curb. Consider installing yard drains or a swale to drain stormwater. [civils, sheet C2.1]
|
|
|
|
|
Public Works Water Review
|
Failed
|
02/16/2024
|
02/16/2024
|
|
|
|
|
|
See Document Markup
1400 Civil Sheet C1.2: This saw cut line may not be needed. See Sheet C3.1 for more information.
|
|
|
See Document Markup
1400 Civil Sheet C3.1: The existing valve in the road is an 8-inch gate valve with 8-inch ductile iron to the south and ending with an 8-inch MJ cap with a 2-inch threaded outlet for a blow-off riser, which is against an eco thrust block. To install a fire hydrant to the east or west, remove the 8-inch cap and replace with the parts listed except the 6-inch ductile iron pipe can be reduced to 2-feet or greater.
|
|
|
See Document Markup
Civil resub Sheet C3: For better visibility the new fire hydrant should be moved to sit at the landscape bump out. Turn hydrant toward parking area. Do not plant anything that would impede access to the hydrant or reduce visibility.
|
|
|
|
|
Public Works Streets Review
|
Approved
|
02/16/2024
|
02/16/2024
|
|
|
|
|
|
|
|
Public Works Collection Review
|
Approved
|
02/16/2024
|
02/05/2024
|
|
|
|
|
|
|
|
Fire Review
|
Approved
|
02/16/2024
|
02/01/2024
|
|
|
|
|
|
Other/Miscellaneous
1. Painted curb and fire lane no parking signs required along right side of entry also NW side per plan or left side of document. (C3.1)
|
|
|
|
|
Engineering Traffic Review
|
Approved
|
02/16/2024
|
01/29/2024
|
|
|
|
|
|
Other/Miscellaneous
At the proposed driveway location, verify adjacent slope and landscaping will not interfere with entering sight lines (horizontal & vertical).
[CIVIL SHEET L3.0]
|
|
|
|
|
Planning Review
|
Approved
|
02/16/2024
|
01/29/2024
|
|
|
|
|
|
|
|
Public Works Streets Review
|
Approved
|
12/14/2023
|
12/18/2023
|
|
|
|
|
|
|
|
Engineering Civil Review
|
Failed
|
12/14/2023
|
12/14/2023
|
|
|
|
|
|
See Document Markup
Provide the pipe slope. [civils, sheet C1.1]
|
|
|
See Document Markup
Create a note to amend all disturbed soils. [civils, Sheet C1.2]
|
|
|
See Document Markup
Include figure II-3.28: Sediment Pond Plan View. [civils, sheet C1.3]
|
|
|
See Document Markup
Typo [civils, Sheet C1.4]
|
|
|
See Document Markup
Include city standard 01.02.08a. [civils, Sheet C4.1]
|
|
|
See Document Markup
Provide a calculation sizing the temporary sediment pond per the 2019 DOE manual. See BMP C241 for more information. [drainage report, pg 1]
|
|
|
See Document Markup
Provide a note that the traffic control plans below are for informational purposes only. The City of Puyallup does not regulate traffic control plans on private property. [civils, sheet C1.5]
|
|
|
See Document Markup
Revise text overlap. [civils, sheet C2.2]
|
|
|
See Document Markup
It doesn't appear that no parking signs are found on this sheet. [civils, sheet C3.1]
|
|
|
See Document Markup
It does not appear the overflow structure CB 115 will perform as intended in an overflow event. If stormwater reaches elevation 510.25', the pond will discharge to the flow control structure, which is limiting flows with orifices. The overflow connection should be routed to CB 107. [civils, sheet C2.2]
|
|
|
See Document Markup
What is the dotted line type representing? [civils, sheet C2.2]
|
|
|
See Document Markup
Add bottom contour to the pond. [civils, sheet C2.2]
|
|
|
See Document Markup
Include city standard 02.01.09. [Civils, Sheet C4.2].
|
|
|
See Document Markup
The stormwater facility will be privately maintained pond, remove the City of Puyallup contact information. [civils, sheet C4.3]
|
|
|
See Document Markup
State these notes are city standard 02.01.08 as the flow control manhole references these notes. [civils, sheet C4.3]
|
|
|
See Document Markup
The existing conditions map states the basin area is 1.61 acres, revise accordingly. [drainage report, pg 51]
|
|
|
See Document Markup
The developed basin map states there is 0.73 acres of landscape, revise the WWHM calculation to include this area. [drainage report, pg 52]
|
|
|
See Document Markup
Provide the square footage of the proposed pond bottom. [civils, sheet C2.2]
|
|
|
See Document Markup
Provide a calculation for the surface pool drawdown time. The maximum allowable is 24 hours. [drainage report, pg 59]
|
|
|
See Document Markup
Include and fill out figure I-3.5 for the 2019 DOE manual. [drainage report, pg 36]
|
|
|
See Document Markup
What is the category and habitat score of the wetland the site is discharging to? [drainage report, pg 36]
|
|
|
See Document Markup
It does not appear that the on-site wetland area table is correct for the developed conditions. The amount of forest area should be reduced with respect to the new impervious and landscape areas. [drainage report, pg 36]
|
|
|
See Document Markup
Provide a construction sequence. Use design standard 501.6 as the basis. [civils, sheet C2.1]
|
|
|
See Document Markup
The DOE manual states to not use filter fabrics between the subgrade and bioretention soil mix. [civils, sheet C4.3]
|
|
|
See Document Markup
Include the planning approval block on the landscaping sheets. [civils, sheet L1.0]
|
|
|
See Document Markup
Why are sprinklers being proposed within the detention pond? [civils, sheet L4.0]
|
|
|
See Document Markup
A closed detention system is not proposed for this project, remove from O&M manual. [drainage report, pg 260]
|
|
|
See Document Markup
An oil/water separator is not proposed for this project, remove from O&M manual. [drainage report, pg 262]
|
|
|
See Document Markup
Provide a letter from Williams Gas' Matthew Kautzman that the proposed construction and storm line proposed within the easement is allowable. [civils, sheet C2.1]
|
|
|
|
|
Planning Review
|
Approved
|
12/14/2023
|
12/14/2023
|
|
|
|
|
|
|
|
Engineering Traffic Review
|
Failed
|
12/14/2023
|
12/13/2023
|
|
|
|
|
|
Other/Miscellaneous
At the proposed driveway location, verify adjacent slope and landscaping will not interfere with entering sight lines (horizontal & vertical).
[CIVIL SHEET L3.0]
|
|
|
|
|
Public Works Water Review
|
Failed
|
12/14/2023
|
12/08/2023
|
|
|
|
|
|
See Document Markup
1400 Civil Sheet C1.2: This saw cut line may not be needed. See Sheet C3.1 for more information.
|
|
|
See Document Markup
1400 Civil Sheet C3.1: The existing valve in the road is an 8-inch gate valve with 8-inch ductile iron to the south and ending with an 8-inch MJ cap with a 2-inch threaded outlet for a blow-off riser, which is against an eco thrust block. To install a fire hydrant to the east or west, remove the 8-inch cap and replace with the parts listed except the 6-inch ductile iron pipe can be reduced to 2-feet or greater.
|
|
|
|
|
Fire Review
|
Failed
|
12/14/2023
|
12/05/2023
|
|
|
|
|
|
Other/Miscellaneous
1. Painted curb and fire lane no parking signs required along right side of entry also NW side per plan or left side of document. (C3.1)
|
|
|
|
|
Public Works Collection Review
|
Approved
|
12/14/2023
|
11/20/2023
|
|
|
|
|
|
|
