| Review Type |
Outcome |
Est. Completion Date |
Completed |
|
Engineering Civil Review
|
Approved
|
12/21/2023
|
12/21/2023
|
|
|
|
|
|
See Document Markup
Measured at approximately 2375 square feet. Clarify or correct units to square yards.[2023_08_10 Engineering Estimate of Cost Breakdown]
|
|
|
See Document Markup
Double check this number: 8,790 cubic yards is about 237,000 cubic feet.[2023_08_10 Engineering Estimate of Cost Breakdown]
|
|
|
See Document Markup
Separate off-site pipe from on-site pipe. [2023_08_10 Engineering Estimate of Cost Breakdown]
|
|
|
See Document Markup
Commercial projects require backflow protection. See notes from water department. An RPBA shall be required due to the existing wells on site. If it can be shown that all wells have been decommissioned to Pierce County standards and is documented as such, then a DCVA may be installed instead. Include on plans and in estimate. [2023_08_10 Engineering Estimate of Cost Breakdown]
|
|
|
See Document Markup
Refer to City of Puyallup Design Standards 208.1 - Enclosures: All commercial projects that require stormwater mitigation shall provide a covered enclosure for garbage receptacles. The plans say 'bidder to design'. Complete approved design is required prior to permit issuance. [Civil Plans, Sheet C2]
|
|
|
See Document Markup
Call out sawcut or other method of preserving concrete to remain. [Civil Plans, Sheet C2]
|
|
|
See Document Markup
Fix text overlap. Verify only pertinent data is shown here. [Civil Plans, Sheet C10]
|
|
|
See Document Markup
Remove references to and project specific information for Bay Oaks Towers Project. Confirm annotations are for Valley Ave Contractor Yard. [Civil Plans, Sheet C11]
|
|
|
See Document Markup
Note cut off. [Civil Plans, Sheet C13]
|
|
|
See Document Markup
Correct typo (TYP) [Civil Plans, Sheet C5]
|
|
|
See Document Markup
No detail 6 found on C15. [Civil Plans, Sheet C13]
|
|
|
See Document Markup
On the plans these 'top manifolds' are shown as the same elevation as the other inverts in the manholes. Adding 26.36 inches to bottom of chamber would result in an elevation of 37.59 which would provide the elevated bypass manifold. [Civil Plans, Sheet C11]
|
|
|
See Document Markup
Include City of Puyallup Fire Reviewer Approval Stamp. Review Engineer can provide. [Civil Plans, Sheet C1]
|
|
|
See Document Markup
All commercial water connections shall have back flow protection as specified in CoP Design Standards 302.2(1). [Civil Plans, Sheet C14]
|
|
|
See Document Markup
Liners shall be as detailed in manufacturer specifications. ADS Geosynthetics 601T for the non-woven geotextile inside of and outside of the liner (outside only if there is opportunity for puncture) and thermoplastic liner to protect from groundwater intrusion. [Civil Plans, Sheet C11]
|
|
|
Other/Miscellaneous
LICENSE AGREEMENT
- Page 3, Number 10 - remove language about the fence. The ramp will not be encumbered by the fence. Starting with "Furthermore, the City shall...." through the end of the bullet.
- Update personel. We sent you an old document. The City Manager is Steve Kirkelie, the City Clerk is Dan Vessels, and the attorney uses the full name Joseph N. Beck. These changes can also be made by the city prior to finalizing the permit and agreement.
|
|
|
Other/Miscellaneous
O&M MANUAL
- Page 1/183 - Correct refence from Sumner to Puyallup.
- No Drainage Plan found in Appendix A.
- Remove irrelevant portions from Appendix D. It is too difficult to locate pertinent information for the future owners. Customize.
|
|
|
Other/Miscellaneous
STORM WATER POLLUTION PREVENTION PLAN
-Page 3/55 - Correct parcel numbers and address.
-Projects over 1 acre will require a CESCL. Corrrect language on Page 11/55.
|
|
|
See Document Markup
Not consistent with plans. See sheet C10, Outlet Control Structure table. [STORMWATER REPORT, Page 9/136]
|
|
|
See Document Markup
Correct parcel numbers and addresses. [STORMWATER REPORT, Page 3/136]
|
|
|
Other/Miscellaneous
SEPTIC and WELL
-Provide TPCHD approval of decommissioning. They are the reviewing agency.
|
|
|
See Document Markup
Projects over one acre shall provide a temporary detention facility. [Civil Plans, Sheet C3]
|
|
|
See Document Markup
Switching to a 6 inch gravity line at the ROW will cause more utility conflicts and require more restoration. Provide details including restoration, pipe crossings, ADA considerations and protection of existing utilities that coincide with the new proposed 6 inch gravity line. [Civil Plans, Sheet C13]
|
|
|
See Document Markup
What is planned for the area between the landscaping and the edge of asphalt? It is currently vegetated and a relic of a drainage ditch and an established drainage course. Without the installation of curb, gutter and sidewalk this area will receive water from the road and will be expected to function properly which may require reconstructing/preserving the ditch and installing a culvert underneath the proposed driveway. If necessary an on-site or on-line meeting can be arranged to discuss. [Civil Plans, Sheet L1]
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Other/Miscellaneous
Include City of Puyallup Roadway Notes on plans.
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Other/Miscellaneous
Provide new location of mailbox on plans and coordinate new location with the P.O. if necessary.
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|
|
|
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Public Works Collection Review
|
Approved
|
12/21/2023
|
12/21/2023
|
|
|
|
|
|
See Document Markup
An additional CB should be placed at the back of the new RoW to distinguish ownership transfer of the stormwater system. [Civil Plans, Sheet C8]
|
|
|
See Document Markup
The private force lateral shall terminate to gravity at this point. Use standard detail 04.05.01, install cleanout at edge of property and run epoxy coated ductile iron 6 inch lateral to manhole connection. Keep lateral as deep as possible while achieving 2 percent slope. [Civil Plans, Sheet C13]
|
|
|
See Document Markup
Additional utility crossings will occur at this point, show elevations and seperation. An 18 inch storm pipe from the east, discharging to CB #11, is missing on these plans. [Civil Plans, Sheet C8]
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See Document Markup
Install yard box over force lateral at property line, with access to tracer wire that should run the full length of piping to discharge manhole. This will assist with future utility locating since a gravity portion will not exist. Reference 04.05.01 if needed. [Civil Plans Resub, Sheet C14]
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|
Engineering Traffic Review
|
Approved
|
12/21/2023
|
12/21/2023
|
|
|
|
|
|
Other/Miscellaneous
|
|
|
See Document Markup
Per previous coordination, provide a draft agreement that requires the gate will remain open during normal operating hours
[CIVIL SHEET C2]
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|
|
See Document Markup
Provide entering sight distance analysis per City standards. Identify any sight obstructions and show any off-site private property that may be impacted by sight lines. Given the anticipated truck volume at this driveway, assume 18ft setback from edge of road.
[CIVIL SHEET C2]
|
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|
See Document Markup
Remove existing driveway.
[CIVIL SHEET C2]
|
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|
See Document Markup
Remove existing driveway.
[CIVIL SHEET C2]
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|
See Document Markup
Verify landscaping does not have sight distance obstructions. Given the anticipated truck volume at this driveway, assume 18ft setback from edge of road for sight distance analysis.
[Landscape L1]
|
|
|
See Document Markup
Verify this area along entire frontage will remain passable for pedestrians
[CIVIL SHEET C2]
|
|
|
See Document Markup
Remove existing driveway.
[CIVIL SHEET C2]
|
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|
See Document Markup
Will this area between road and landscaping have gravel to maintain pedestrian access along frontage?
[Landscape L1]
|
|
|
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Public Works Water Review
|
Approved
|
12/21/2023
|
12/20/2023
|
|
|
|
|
|
See Document Markup
Civil Sheet C14: Connect to existing 12-inch D.I. City water.
|
|
|
See Document Markup
Civil Sheet C14: To limit length of water service run, set water meter to south property line.
|
|
|
See Document Markup
Civil Sheet C14: 1-inch poly pipe, not 3/4-inch.
|
|
|
See Document Markup
Civil Sheet C14: Install a 3/4-inch above ground RPBA within 3-feet of back of meter setter.
|
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|
See Document Markup
Civil Sheet C14: Installing 1-inch poly pipe can provide better water volume.
|
|
|
|
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Planning Review
|
Approved
|
12/21/2023
|
12/06/2023
|
|
|
|
|
|
Final Landscape Plan - Tree and utility conflicts
To avoid conflicts between underground and overhead utilities and trees as they grow and mature, please review the VMS tree installation standards table for required distances from various utilities and improvements. Utilities shall be relocated where they conflict with required landscaping or comment response letter will address why utilities cannot be relocated to avoid conflicts with required landscaping.
Update 12/6/2023: Underground utilities appear to still be in conflict with proposed trees, especially in area near buildings. Revise upon installation
|
|
|
See Document Markup
Relocate all stormwater system pipes out of the required landscape islands or provide justification for why it is infeasible to locate them elsewhere on the site. [Civil, Sheet C2]
|
|
|
Final Landscape Plan - Soil Req. Cubic Yards
Please estimate the total top soil required to meet the 8 inch minimum soil standard for all landscaped areas in cubic yards. The contractor will be required to submit delivery sheets and demonstrate compliance with top soil required and specified on plans at the time of final inspection.
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|
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|
Public Works Streets Review
|
Approved
|
12/21/2023
|
11/28/2023
|
|
|
|
|
|
|
|
Fire Review
|
Approved
|
12/21/2023
|
11/28/2023
|
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|
|
|
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|
|
Planning Review
|
Failed
|
10/16/2023
|
10/19/2023
|
|
|
|
|
|
Final Landscape Plan - Tree and utility conflicts
To avoid conflicts between underground and overhead utilities and trees as the grow and mature, please review the VMS tree installation standards table for required distances from various utilities and improvements. Utilities shall be relocated where they conflict with required landscaping or comment response letter will address why utilities cannot be relocated to avoid conflicts with required landscaping.
|
|
|
See Document Markup
Relocate all stormwater system pipes out of the required landscape islands or provide justification for why it is infeasible to locate them elsewhere on the site. [Civil, Sheet C2]
|
|
|
Final Landscape Plan - Soil Req. Cubic Yards
Please estimate the total top soil required to meet the 8 inch minimum soil standard for all landscaped areas in cubic yards. The contractor will be required to submit delivery sheets and demonstrate compliance with top soil required and specified on plans at the time of final inspection.
|
|
|
|
|
Engineering Traffic Review
|
Failed
|
10/16/2023
|
10/17/2023
|
|
|
|
|
|
Other/Miscellaneous
|
|
|
See Document Markup
Per previous coordination, provide a draft agreement that requires the gate will remain open during normal operating hours
[CIVIL SHEET C2]
|
|
|
See Document Markup
Provide entering sight distance analysis per City standards. Identify any sight obstructions and show any off-site private property that may be impacted by sight lines. Given the anticipated truck volume at this driveway, assume 18ft setback from edge of road.
[CIVIL SHEET C2]
|
|
|
See Document Markup
Remove existing driveway.
[CIVIL SHEET C2]
|
|
|
See Document Markup
Remove existing driveway.
[CIVIL SHEET C2]
|
|
|
See Document Markup
Verify landscaping does not have sight distance obstructions. Given the anticipated truck volume at this driveway, assume 18ft setback from edge of road for sight distance analysis.
[Landscape L1]
|
|
|
See Document Markup
Verify this area along entire frontage will remain passable for pedestrians
[CIVIL SHEET C2]
|
|
|
See Document Markup
Remove existing driveway.
[CIVIL SHEET C2]
|
|
|
See Document Markup
Will this area between road and landscaping have gravel to maintain pedestrian access along frontage?
[Landscape L1]
|
|
|
|
|
Fire Review
|
Approved
|
10/16/2023
|
10/16/2023
|
|
|
|
|
|
|
|
Public Works Water Review
|
Failed
|
10/16/2023
|
10/13/2023
|
|
|
|
|
|
See Document Markup
Civil Sheet C14: Connect to existing 12-inch D.I. City water.
|
|
|
See Document Markup
Civil Sheet C14: To limit length of water service run, set water meter to south property line.
|
|
|
See Document Markup
Civil Sheet C14: 1-inch poly pipe, not 3/4-inch.
|
|
|
See Document Markup
Civil Sheet C14: Install a 3/4-inch above ground RPBA within 3-feet of back of meter setter.
|
|
|
See Document Markup
Civil Sheet C14: Installing 1-inch poly pipe can provide better water volume.
|
|
|
|
|
Public Works Streets Review
|
Approved
|
10/16/2023
|
10/05/2023
|
|
|
|
|
|
|
|
Engineering Civil Review
|
Failed
|
10/16/2023
|
10/05/2023
|
|
|
|
|
|
See Document Markup
Measured at approximately 2375 square feet. Clarify or correct units to square yards.[2023_08_10 Engineering Estimate of Cost Breakdown]
|
|
|
See Document Markup
Double check this number: 8,790 cubic yards is about 237,000 cubic feet.[2023_08_10 Engineering Estimate of Cost Breakdown]
|
|
|
See Document Markup
Plans say 382 feet. [2023_08_10 Engineering Estimate of Cost Breakdown]
|
|
|
See Document Markup
Separate off-site pipe from on-site pipe. [2023_08_10 Engineering Estimate of Cost Breakdown]
|
|
|
See Document Markup
Commercial projects require backflow protection. See notes from water department. An RPBA shall be required due to the existing wells on site. If it can be shown that all wells have been decommissioned to Pierce County standards and is documented as such, then a DCVA may be installed instead. Include on plans and in estimate. [2023_08_10 Engineering Estimate of Cost Breakdown]
|
|
|
See Document Markup
Refer to City of Puyallup Design Standards 208.1 - Enclosures: All commercial projects that require stormwater mitigation shall provide a covered enclosure for garbage receptacles. The plans say 'bidder to design'. Complete approved design is required prior to permit issuance. [Civil Plans, Sheet C2]
|
|
|
See Document Markup
Call out sawcut or other method of preserving concrete to remain. [Civil Plans, Sheet C2]
|
|
|
See Document Markup
Fix text overlap. Verify only pertinent data is shown here. [Civil Plans, Sheet C10]
|
|
|
See Document Markup
Remove references to and project specific information for Bay Oaks Towers Project. Confirm annotations are for Valley Ave Contractor Yard. [Civil Plans, Sheet C11]
|
|
|
See Document Markup
Note cut off. [Civil Plans, Sheet C13]
|
|
|
See Document Markup
Correct typo (TYP) [Civil Plans, Sheet C5]
|
|
|
See Document Markup
No detail 6 found on C15. [Civil Plans, Sheet C13]
|
|
|
See Document Markup
On the plans these 'top manifolds' are shown as the same elevation as the other inverts in the manholes. Adding 26.36 inches to bottom of chamber would result in an elevation of 37.59 which would provide the elevated bypass manifold. [Civil Plans, Sheet C11]
|
|
|
See Document Markup
Include City of Puyallup Fire Reviewer Approval Stamp. Review Engineer can provide. [Civil Plans, Sheet C1]
|
|
|
See Document Markup
All commercial water connections shall have back flow protection as specified in CoP Design Standards 302.2(1). [civil Plans, Sheet C14]
|
|
|
See Document Markup
Liners shall be as detailed in manufacturer specifications. ADS Geosynthetics 601T for the non-woven geotextile inside of and outside of the liner (outside only if there is opportunity for puncture) and thermoplastic liner to protect from groundwater intrusion. [Civil Plans, Sheet C11]
|
|
|
Other/Miscellaneous
LICENSE AGREEMENT
- Page 3, Number 10 - remove language about the fence. The ramp will not be encumbered by the fence. Starting with "Furthermore, the City shall...." through the end of the bullet.
- Update personel. We sent you an old document. The City Manager is Steve Kirkelie, the City Clerk is Dan Vessels, and the attorney uses the full name Joseph N. Beck. These changes can also be made by the city prior to finalizing the permit and agreement.
|
|
|
Other/Miscellaneous
O&M MANUAL
- Page 1/183 - Correct refence from Sumner to Puyallup.
- No Drainage Plan found in Appendix A.
- Remove irrelevant portions from Appendix D. It is too difficult to locate pertinent information for the future owners. Customize.
|
|
|
Other/Miscellaneous
STORM WATER POLLUTION PREVENTION PLAN
-Page 3/55 - Correct parcel numbers and address.
-Projects over 1 acre will require a CESCL. Corrrect language on Page 11/55.
|
|
|
See Document Markup
Not consistent with plans. See sheet C10, Outlet Control Structure table. [STORMWATER REPORT, Page 9/136]
|
|
|
See Document Markup
Correct parcel numbers and addresses. [STORMWATER REPORT, Page 3/136]
|
|
|
Other/Miscellaneous
SEPTIC and WELL
-Provide TPCHD approval of decommissioning. They are the reviewing agency.
|
|
|
See Document Markup
|
|
|
See Document Markup
Projects over one acre shall provide a temporary detention facility. [Civil Plans, Sheet C3]
|
|
|
See Document Markup
Switching to a 6 inch gravity line at the ROW will cause more utility conflicts and require more restoration. Provide details including restoration, pipe crossings, ADA considerations and protection of existing utilities that coincide with the new proposed 6 inch gravity line. [Civil Plans, Sheet C13]
|
|
|
See Document Markup
What is planned for the area between the landscaping and the edge of asphalt? It is currently vegetated and a relic of a drainage ditch and an established drainage course. Without the installation of curb, gutter and sidewalk this area will receive water from the road and will be expected to function properly which may require reconstructing/preserving the ditch and installing a culvert underneath the proposed driveway. If necessary an on-site or on-line meeting can be arranged to discuss. [Civil Plans, Sheet L1]
|
|
|
Other/Miscellaneous
Include City of Puyallup Roadway Notes on plans.
|
|
|
Other/Miscellaneous
Provide new location of mailbox on plans and coordinate new location with the P.O. if necessary.
|
|
|
|
|
Public Works Collection Review
|
Failed
|
10/16/2023
|
10/04/2023
|
|
|
|
|
|
See Document Markup
An additional CB should be placed at the back of the new RoW to distinguish ownership transfer of the stormwater system. [Civil Plans, Sheet C8]
|
|
|
See Document Markup
The private force lateral shall terminate to gravity at this point. Use standard detail 04.05.01, install cleanout at edge of property and run epoxy coated ductile iron 6 inch lateral to manhole connection. Keep lateral as deep as possible while achieving 2 percent slope. [Civil Plans, Sheet C13]
|
|
|
See Document Markup
Additional utility crossings will occur at this point, show elevations and seperation. An 18 inch storm pipe from the east, discharging to CB #11, is missing on these plans. [Civil Plans, Sheet C8]
|
|
|
|
