| Review Type |
Outcome |
Est. Completion Date |
Completed |
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Engineering Traffic Review
|
Approved
|
09/08/2026
|
09/08/2026
|
|
|
|
|
|
See Document Markup
Site specific traffic control plans required to be submitted and approved prior to pre-con. Lane closures on Shaw Rd will require night work.
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|
|
See Document Markup
Per PSP approval conditions, designer is required to evaluate locations where handrail is necessary along frontage (parallel with Crystal Ridge Dr, not the staircase). If necessary, hand rail would need to be placed on private property
Please cite design criteria used to evaluate if fall protection is required
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See Document Markup
gradually transition between cul-de-sac and face of curb.
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See Document Markup
Previous City comments: Wall design has changed significantly since previous submittal. Provide typical walls section are you looking to build. Verify zone of influence, wall type, tie backs, etc. do not encroach into public ROW.
it appears the wall design will use geogrid reinforcement... Length of Geogrid will be height of wall + 4ft. Please confirm this tie-back material will not be in ROW.
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|
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See Document Markup
Provide typical walls section are you looking to build. Verify zone of influence, wall type, tie backs, etc. do not encroach into public ROW.
It appears the wall design will use geogrid reinforcement. Please confirm this tie-back material will not be in ROW.
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See Document Markup
Remove this NO PARKING sign... will interfere with STOP sign
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See Document Markup
Place a note that requires contractor to coordinate with City staff for installation NO PARKING signage near the end of taper (pointing west) to prevent on-street parking within TWLTL section
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See Document Markup
An easement shall be recorded for the school bus stop at the south side of lot 25 (prior to final plat approval). This easement shall all for pedestrian access to the bus stop, allows for maintenance by the City of Puyallup, and prohibits the property owner of lot 25 from removing the bus stop.
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See Document Markup
The required 3ft concrete pad surrounding the signal cabinet needs to be in City ROW. Modify property line as necessary.
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See Document Markup
Please cite design criteria used to evaluate if fall protection is required
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See Document Markup
The City agrees the existing guardrail will remain. Please verify the existing guardrail will provide adequate protection from vehicle runnoff. Does the existing guardrail need to be extended slightly?
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See Document Markup
Pedestrian facilities will require adjustment/re-grading to meet standards.
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See Document Markup
Verify all the areas within the sight triangle plane are free from encroachments. The back of sidewalk very close to sight triangle plane
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|
Engineering Civil Review
|
Approved
|
09/08/2026
|
09/08/2026
|
|
|
|
|
|
Other/Miscellaneous
Work with Review Engineer to get the cost estimate complete. Incorporate any changes made during this correction phase.
|
|
Planning Review
|
Approved
|
09/08/2026
|
09/03/2026
|
|
|
|
|
Public Works Streets Review
|
Approved
|
09/08/2026
|
09/02/2026
|
|
|
|
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Public Works Collection Review
|
Approved
|
09/08/2026
|
09/02/2026
|
|
|
|
|
Public Works Water Review
|
Approved
|
09/08/2026
|
08/26/2026
|
|
|
|
|
Fire Review
|
Approved
|
09/08/2026
|
08/21/2026
|
|
|
|
|
Engineering Traffic Review
|
Failed
|
08/11/2026
|
08/11/2026
|
|
|
|
|
|
See Document Markup
Site specific traffic control plans required to be submitted and approved prior to pre-con. Lane closures on Shaw Rd will require night work.
|
|
|
See Document Markup
Per PSP approval conditions, designer is required to evaluate locations where handrail is necessary along frontage (parallel with Crystal Ridge Dr, not the staircase). If necessary, hand rail would need to be placed on private property
Please cite design criteria used to evaluate if fall protection is required
|
|
|
See Document Markup
Conduit run to be placed under sidewalk opposite of the street trees. Similar to the newly constructed road segments.
|
|
|
See Document Markup
Offset of pole 5 should match pole 4 to be compatible with future road improvements (placed within planter strip). Concrete foundation/studs should be poured to allow streetlight to be rotated 90 degrees clockwise to be positioned perpendicular with the new road alignment when constructed.
|
|
|
See Document Markup
gradually transition between cul-de-sac and face of curb.
|
|
|
See Document Markup
Previous City comments: Wall design has changed significantly since previous submittal. Provide typical walls section are you looking to build. Verify zone of influence, wall type, tie backs, etc. do not encroach into public ROW.
it appears the wall design will use geogrid reinforcement... Length of Geogrid will be height of wall + 4ft. Please confirm this tie-back material will not be in ROW.
|
|
|
See Document Markup
Provide typical walls section are you looking to build. Verify zone of influence, wall type, tie backs, etc. do not encroach into public ROW.
It appears the wall design will use geogrid reinforcement. Please confirm this tie-back material will not be in ROW.
|
|
|
See Document Markup
Remove this NO PARKING sign... will interfere with STOP sign
|
|
|
See Document Markup
Place a note that requires contractor to coordinate with City staff for installation NO PARKING signage near the end of taper (pointing west) to prevent on-street parking within TWLTL section
|
|
|
See Document Markup
An easement shall be recorded for the school bus stop at the south side of lot 25 (prior to final plat approval). This easement shall all for pedestrian access to the bus stop, allows for maintenance by the City of Puyallup, and prohibits the property owner of lot 25 from removing the bus stop.
|
|
|
See Document Markup
The required 3ft concrete pad surrounding the signal cabinet needs to be in City ROW. Modify property line as necessary.
|
|
|
See Document Markup
Please cite design criteria used to evaluate if fall protection is required
|
|
|
See Document Markup
The City agrees the existing guardrail will remain. Please verify the existing guardrail will provide adequate protection from vehicle runnoff. Does the existing guardrail need to be extended slightly?
|
|
|
See Document Markup
Pedestrian facilities will require adjustment/re-grading to meet standards.
|
|
|
See Document Markup
Verify all the areas within the sight triangle plane are free from encroachments. The back of sidewalk very close to sight triangle plane
|
|
Public Works Collection Review
|
Approved
|
08/11/2026
|
08/11/2026
|
|
|
|
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Engineering Civil Review
|
Failed
|
08/11/2026
|
08/11/2026
|
|
|
|
|
|
Other/Miscellaneous
MISCELLANEOUS MINOR CORRECTIONS
1. Fix sheet numbering
2. Include FIRE Approval Stamp on pertinent sheets
3. Explore reducing the depth of bury for the sewer on Road B and Tract B. With a steep drop off to the north and virtually no chance of being extended a shallower pipe will aid the city with maintenance and repair.
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Other/Miscellaneous
COST EST
1. The small amount of off site work shall be separated in order to determine the amount of the performance bond. The rough grading on Shaw, the TWTL, the approach, the repairs to the frontage, and CB#1 and associated piping belong in the off site portion.
2. Plans show 15 Type I catch basin's and 4 Type IIs. 14 Type I's on site and 1 Type I off site.
3. Plans show 14 sewer manholes.
4. Update estimate to include 3 Contech Modular Wetland Systems.
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Other/Miscellaneous
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See Document Markup
Street patch shall meet the requirements of Detail 01.01.20 shown on Sheet 41.
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See Document Markup
Include 1-4" PLUG (MJ) w/ Thrust Block. Same correction required on Page 30.
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See Document Markup
Move the proposed thrust block symbol to the south end of the existing hydrant tee.
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Other/Miscellaneous
Work with Review Engineer to get the cost estimate complete. Incorporate any changes made during this correction phase.
|
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Planning Review
|
Approved
|
08/11/2026
|
08/06/2026
|
|
|
|
|
|
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.
7/10/2026: Please add estimated soil volumes to landscape sheets
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Final Landscape Plan - Soil Req.
Add the following note to the landscape plan, “A minimum of eight (8) inches of top soil, containing ten percent dry weight in planting beds, and 5% organic matter content in turf areas, and a pH from 6.0 to 8.0 or matching the pH of the original undisturbed soil. The topsoil layer shall have a minimum depth of eight inches (8”) except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 6 inches with some incorporation of the upper material to avoid stratified layers, where feasible. Installation of the eight inches (8”) of top soil, as described above, shall generally be achieved by placing five inches (5”) of imported sandy-loam top soil into planned landscape areas (sub-base scarified four inches (4”)) with a three-inch (3”) layer of compost tilled into the entire depth.”
7/10/2026: Not found on revised plans, please address
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Final Landscape Plan - Daffodils
Daffodils Required: The Puyallup area has a long history with daffodil bulb agricultural cultivation. To reflect that cultural heritage, daffodils shall be used in all perimeter yard areas. All perimeter landscape yard areas required by PMC 20.58 shall include Narcissus trumpet 'King Alfred' or ‘Dutch Master’ in the first 3’ of landscape areas behind the property line, planted at 6” on-center. Other groupings of Narcissus shall be used in groupings through landscape areas. A. Daffodil Bulbs may be interspersed throughout the perimeter landscape areas with standard landscaping shrubs/ground cover/trees, as required. B. Other varieties of Narcissus trumpet may be used, with the preference of 'King Alfred' or ‘Dutch Master’ in the frontage areas closest to any property line for visibility from the right of way. C. Daffodil bulb planting shall be completed at appropriate time of year to allow establishment (September – November). Applicants may be required to post an assignment to secure the installation at the appropriate time of year. Project landscape architect may spec an alternative time of year to plant, such as during the winter or very early spring.
7/10/2026: Not found on revised plans, please address
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|
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Final Landscape Plan - Mulch Req.
Add the following note to the landscape plans, "All planting areas shall be mulched with a uniform four (4”) inch layer of organic compost mulch material or wood chips over a properly cleaned, amended and graded subsurface."
7/10/2026: Not found on revised plans, please address
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|
|
See Document Markup
planting strips need to be called out as hydroseeded
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|
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See Document Markup
Delete additional tree at NW corner of plat at lot 17. This tree is too close to driveway edge and there isnt enough space to move it farther south.
|
|
|
See Document Markup
shrubs appear to be proposed on to of Bus pad on lot 25
|
|
|
See Document Markup
Street Trees missing from N side of Road B. Add trees or provide explanation
|
|
Public Works Water Review
|
Approved
|
08/11/2026
|
08/05/2026
|
|
|
|
|
Public Works Streets Review
|
Approved
|
08/11/2026
|
08/04/2026
|
|
|
|
|
Fire Review
|
Approved
|
08/11/2026
|
08/03/2026
|
|
|
|
|
Planning Review
|
Failed
|
07/02/2026
|
07/10/2026
|
|
|
|
|
|
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.
7/10/2026: Please add estimated soil volumes to landscape sheets
|
|
|
Final Landscape Plan - Soil Req.
Add the following note to the landscape plan, “A minimum of eight (8) inches of top soil, containing ten percent dry weight in planting beds, and 5% organic matter content in turf areas, and a pH from 6.0 to 8.0 or matching the pH of the original undisturbed soil. The topsoil layer shall have a minimum depth of eight inches (8”) except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 6 inches with some incorporation of the upper material to avoid stratified layers, where feasible. Installation of the eight inches (8”) of top soil, as described above, shall generally be achieved by placing five inches (5”) of imported sandy-loam top soil into planned landscape areas (sub-base scarified four inches (4”)) with a three-inch (3”) layer of compost tilled into the entire depth.”
7/10/2026: Not found on revised plans, please address
|
|
|
Final Landscape Plan - Daffodils
Daffodils Required: The Puyallup area has a long history with daffodil bulb agricultural cultivation. To reflect that cultural heritage, daffodils shall be used in all perimeter yard areas. All perimeter landscape yard areas required by PMC 20.58 shall include Narcissus trumpet 'King Alfred' or ‘Dutch Master’ in the first 3’ of landscape areas behind the property line, planted at 6” on-center. Other groupings of Narcissus shall be used in groupings through landscape areas. A. Daffodil Bulbs may be interspersed throughout the perimeter landscape areas with standard landscaping shrubs/ground cover/trees, as required. B. Other varieties of Narcissus trumpet may be used, with the preference of 'King Alfred' or ‘Dutch Master’ in the frontage areas closest to any property line for visibility from the right of way. C. Daffodil bulb planting shall be completed at appropriate time of year to allow establishment (September – November). Applicants may be required to post an assignment to secure the installation at the appropriate time of year. Project landscape architect may spec an alternative time of year to plant, such as during the winter or very early spring.
7/10/2026: Not found on revised plans, please address
|
|
|
Final Landscape Plan - Mulch Req.
Add the following note to the landscape plans, "All planting areas shall be mulched with a uniform four (4”) inch layer of organic compost mulch material or wood chips over a properly cleaned, amended and graded subsurface."
7/10/2026: Not found on revised plans, please address
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Other/Miscellaneous
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|
See Document Markup
The site is located within the Shaw Road Elementary, Kalles Junior High and Puyallup High School attendance areas. The district plans to provide school bus service for students attending all three schools. A school bus stop waiting area is required, that shall include:
?? ?????? ???? ?? ????????? ??????? ?????? ??? ??????? ???? ??????? ???? ??? ?? ?????? ?? ??????? ????? ????? ????? ??? ??? ???????? ?????? ????? ??? ??????? ???? ?????? ?? ???????? ??? ??? ???????? ????? ??? ???? ?? ???????? ?????ing Crystal Ridge Drive South.
?? ??? ??????? ???? ????? ??????? ?????????? ???? ??????? ???????? ???? ???? ???? ?? ???????? ??????????? ?? ????? ??????????? ???????? ?? ??? ???????? ??? ??? ???? ?? ????????? ?• Street and/or pedestrian level light shall be provided to illuminate the school bus stop waiting area.
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See Document Markup
Tract E is missing required Type III perimeter landscaping. Where possible, conserve existing trees in Tract E, existing trees can substitute for trees required as part of Type III landscape standards.
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See Document Markup
Tract D (except the areas designated as active amenity areas) shall be planted with Type III landscaping instead of hydroseed.
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See Document Markup
A street tree is proposed to be planted on top of a catch basin. Refert to vegetation managment manual for tree spacing from utilities - pg. 26. Inventory all other trees on landscape plan an ensure they are space properly from utlities or utilties are relocated to accomodate trees.
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See Document Markup
Define height of solid board fence, see PMC 20.20.040 for fence standards, see PMC 20.15 for definitions of front, rear, interior, and other property sides. Also, it is hard to see where the fence begins and ends along Crystal ridge Dr SE. Revise to clearly indicate where fence begins and ends
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See Document Markup
Existing Trees in designated landslide hazard area in Tract A shall not be removed. Change tree notations to denote that these trees will not be removed. Add clearing limit markers and tree protection fencing around trees.
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See Document Markup
Several trees in wetland buffer are greyed out (sheet 5)indicating they are to be removed. Please clarify if they are proposed for removal and mitigation, or proposed to remain
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See Document Markup
Add Tree protection detail to sheet 6
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See Document Markup
planting strips need to be called out as hydroseeded
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See Document Markup
Delete additional tree at NW corner of plat at lot 17. This tree is too close to driveway edge and there isnt enough space to move it farther south.
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See Document Markup
shrubs appear to be proposed on to of Bus pad on lot 25
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See Document Markup
Street Trees missing from N side of Road B. Add trees or provide explanation
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See Document Markup
The required school bus stop waiting area shall include separation from private property (Lot 25), such as fencing, landscaping or other improvement approved by the district and the City of Puyallup. A fence or landscaping surrounding the bus stop to separate it from the rest of Lot 15 needs to be added. Since a portion of the bus stop pad is located on Lot 25, an easement may need to be recorded that prohibits the property owner from removing the pad in the future and allows City of Puyallup public works to maintain it.
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Engineering Civil Review
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Failed
|
07/02/2026
|
07/02/2026
|
|
|
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Other/Miscellaneous
STORMWATER
1. City of Puyallup standards suggest using concrete pipes and manholes when slopes exceed 6%. Analyze the steeper pipe slopes in the system and evaluate whether or not more robust components would be appropriate. Include rationale if not.
2. Reverse slope driveways shall have a catch basin upstream no farther than 20 feet away. CoP Design Standards 204.8(10)(d).
3. Call out Storm Drain Stenciling per CoP Design Standards 204.11(1)(a).
4. Dispersion trench after detention: Include in the Operations and Maintenance Manual information on avoiding or repairing erosion when this type of device is located on a slope.
5. Improve Operations and Maintenance Manual by reviewing CoP Design Standards 205.4 and the 2019 SWMMWW. Specifically, and at a minimum, provide a description of the facilities and responsible parties in the text of the manual. Submit the manual as a separate document for review. Use the following link to download pre-formatted BMP maintenance schedule and inspection reports. These docs are required to be in the manual. https://www.puyallupwa.gov/2157/Operations-and-Maintenance
6. Detention Vault placement above 15% slopes requires additional Geotechnical evaluation. This was discussed with the Design Engineer over the phone after the submittal came in, but before this review was complete. Include additional analysis OR highlight existing information.
7. Plans should specify storm pipe material. Cannot completely verify Cost Estimate without material call outs.
8. Vault shall conform to city standards but also 2019 SWMMWW's BMP D.3.
9. Address private storm lines within public right of way.
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Other/Miscellaneous
MISCELLANEOUS MINOR CORRECTIONS
1. Fix sheet numbering
2. Include FIRE Approval Stamp on pertinent sheets
3. Explore reducing the depth of bury for the sewer on Road B and Tract B. With a steep drop off to the north and virtually no chance of being extended a shallower pipe will aid the city with maintenance and repair.
|
|
|
Other/Miscellaneous
COST EST
1. The small amount of off site work shall be separated in order to determine the amount of the performance bond. The rough grading on Shaw, the TWTL, the approach, the repairs to the frontage, and CB#1 and associated piping belong in the off site portion.
2. Plans show 15 Type I catch basin's and 4 Type IIs. 14 Type I's on site and 1 Type I off site.
3. Plans show 14 sewer manholes.
4. Update estimate to include 3 Contech Modular Wetland Systems.
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|
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See Document Markup
Indicate on this sheet which runs are to be ductile iron. A case could be made that the contractor will know that the 6 inch is DI because its the only 6 inch pipe in the plans, but to improve clarity label the DI pipes on the plans. The 6 inch DI for roof drains along Tract B aren't in the profiles.
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See Document Markup
Should these be open grates? Open collection in unpaved areas may not be necessary and could introduce dirt and bark into the vault. City has concerns about these sitting lower than everything else. Clarify function of yard drains or explore alternative drainage options.
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See Document Markup
Will catch basin #8 interrupt the curb and ramp wing as shown? Also, are catch basins #8 and #9 proposed to have solid or grated lids? Solid lids seem preferable to keep debris out and to guide more drainage through the treatment.
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See Document Markup
Maximum water surface elevation in vault is 314. Analyze backwater potential in MWS #3.
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Other/Miscellaneous
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Public Works Streets Review
|
Approved
|
07/02/2026
|
07/02/2026
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See Document Markup
City Standard .01.05.04 states 12' minimum mast arm length Sheet IL-01
SH
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Public Works Collection Review
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Failed
|
07/02/2026
|
07/01/2026
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See Document Markup
The yard drain structures will need to be traffic rated.
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See Document Markup
The stormwater facility sign will not be necessary for this proposed project.
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See Document Markup
The collection's division would like to see a collapsible bollard option for this installation.
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See Document Markup
The chain link fence will need to have a pedestrian access gate installed at the path location. It will need to be sized accordingly for foot and material access, determined by the review engineer. If the gate is determined to need a padlock, coordination can also go through the review engineer.
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Engineering Traffic Review
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Failed
|
07/02/2026
|
06/30/2026
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See Document Markup
Site specific traffic control plans required to be submitted and approved prior to pre-con. Lane closures on Shaw Rd will require night work.
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|
See Document Markup
Parking sign layout (throughout plat) does not meet City standards. Please review standard detail 01.04.05 for spacing and mounting angle requirements. Identify each sign as R7-1R, R7-1L, R7-1 DOUBLE per City standards.
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See Document Markup
Temporary easement required per 101.6
Provide for City review.
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See Document Markup
paved connection between sidewalk and curb (within planter strip) to accommodate ped movements to school bus.
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See Document Markup
Per PSP approval conditions, provide 3ft of paved pad around the base of existing signal cabinet to provide adequate room for maintenance staff. This is not optional.
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See Document Markup
For Lot 16 & 17, show driveway approaches to cul-de-sac. Show sidewalk connection to lot 17.
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See Document Markup
The City's design consultant (Psomas) is currently reviewing the updated Shaw Rd frontage design to ensure future Shaw Rd improvements are compatible. Once Psomas completes their review, the City will provide the design team with comments.
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See Document Markup
Per PSP approval conditions, designer is required to evaluate locations where handrail is necessary along frontage (parallel with Crystal Ridge Dr, not the staircase). If necessary, hand rail would need to be placed on private property
|
|
|
See Document Markup
During coordination meeting with designer, it was understood that new guardrail was not necessary due to adequate runoff area. Will the existing guardrail remain? Please clarify.
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See Document Markup
Conduit run to be placed under sidewalk opposite of the street trees. Similar to the newly constructed road segments.
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See Document Markup
At approx STA 20+90 there is a ~0.8ft shift in face of curb alignment. If this is actual, replace curb/gutter at correct offset.
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See Document Markup
All sign removal/relocation shall be performed as a near-simultaneous operation, ensuring critial warning message is restored with minimal delay
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See Document Markup
During coordination meeting with designer, it was understood that new guardrail along Shaw Rd was not necessary due to adequate runoff area. Current design showing existing guardrail will remain. City would prefer existing guardrail to remain. Please clarify
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See Document Markup
Are there other areas throughout the plat that will require 6ft fencing for fall protection?
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See Document Markup
Per PSP approval conditions, draft sight distance easements must be submitted with civil submittal. Please include existing City easement documentation along the Crystal Ridge Dr SE frontage (adjacent parcel) that can be used to maintain entering sight lines fore the Road A/Crystal Ridge Dr SE intersection (outbound vehicles looking east).
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See Document Markup
Contractor shall remove any conflicting vegitation within this easement area to ensure sight distance requirements are being met.
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See Document Markup
Per PSP approval conditions, draft sight distance easements must be submitted with civil submittal.
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See Document Markup
Per PSP approval conditions, draft sight distance easements must be submitted with civil submittal.
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See Document Markup
Offset of pole 5 should match pole 4 to be compatible with future road improvements (placed within planter strip). Concrete foundation/studs should be poured to allow streetlight to be rotated 90 degrees clockwise to be positioned perpendicular with the new road alignment when constructed.
|
|
|
See Document Markup
gradually transition between cul-de-sac and face of curb.
|
|
|
See Document Markup
Wall design has changed significantly since previous submittal. Provide typical walls section are you looking to build. Verify zone of influence, wall type, tie backs, etc. do not encroach into public ROW.
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See Document Markup
Provide additional Shaw Rd cross sections - show future Shaw Rd finish grade with dashed line
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See Document Markup
With updated design along Shaw Rd, provide 1ft buffer behind ROW before slope. For cross sections, show slope on private property w/fence.
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See Document Markup
Fall protection? Fence? Please evaluate
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See Document Markup
Fall protection? Must not interfere with sight distance. Please evaluate
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See Document Markup
Provide typical walls section are you looking to build. Verify zone of influence, wall type, tie backs, etc. do not encroach into public ROW.
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Fire Review
|
Approved
|
07/02/2026
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06/29/2026
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Other/Miscellaneous
1. Provide a detailed layout for the 2021 IFC Appendix D103.6. Provide notes that will show which approved Fire Lane signs will be used and where.
2. Provide a site map showing compliance with D103.6.1 roads 20 to 26 feet in width and D103.6.2 roads more than 26 feet in width.
3. Clarify dimensions on site plan showing Road A, Tract B, Road B are clear widths with out curbing including for fire lane access.
4. Clarify that no portions of the all roads and tracts do not exceed 10% max grade.
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Public Works Water Review
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Failed
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07/02/2026
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06/24/2026
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See Document Markup
Show vault large enough for PRV station and show water main bends into and out of PRV vault.
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See Document Markup
Show 6-inch gate valve at tapping sleeve.
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See Document Markup
Show 4-inch tee with 2-inch gate valve for blow-off assembly. Maintain 3-foot separation between blow-off tee and 2-inch saddle for air/vacuum valve. Show 2-inch gate valve by water main for air/vacuum valve.
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See Document Markup
Call out 4-inch MJ tee with 4-inch MJ plug with 2-inch outlet and 2-inch gate valve for blow-off assembly and 4-inch MJ plug with thrust block. Also call out 4"x2" saddle with 2-inch gate valve for air/vacuum valve.
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See Document Markup
The PRV station should be called out and located.
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Engineering Traffic Review
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Failed
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03/26/2026
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03/26/2026
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See Document Markup
Site specific traffic control plans required to be submitted and approved prior to pre-con. Lane closures on Shaw Rd will require night work.
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See Document Markup
New conduit runs along Crystal Ridge Dr to be installed under sidewalk panels, away from established street trees.
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See Document Markup
Parking sign layout (throughout plat) does not meet City standards. Please review standard detail 01.04.05 for placement and mounting angle requirements. NO PARKING signage standard detail not provided in civil plan set.
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See Document Markup
STOP sign not necessary or warranted at this location.
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See Document Markup
Include curb/gutter around cul-de-sac
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See Document Markup
separate ADA ramp from Tract D access/driveway
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See Document Markup
Temporary easement required per 101.6
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See Document Markup
Provide more details on this bus STOP location. Not sure this makes sense if pickup/drop-off occurs on Crystal Ridge. Please see Planning comments for additional detail.
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See Document Markup
Edge of driveway must be 35ft from PT. See standard detail 01.02.12 for additional details.
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See Document Markup
NO parking in this area
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See Document Markup
Per PSP approval conditions, provide 3ft of paved pad round the base of existing signal cabinet to provide adequate room for maintenance staff.
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See Document Markup
Provide additional details on solid board fence. Extent? Height?
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See Document Markup
Provide additional details on Lot 6 vehicle/pedestrian access.
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See Document Markup
Show new alignment of guardrail to be installed by this project.
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See Document Markup
Show proposed locations of relocated signage.
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See Document Markup
Show details of new guardrail placement
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See Document Markup
Shared driveway? Provide details on how lot 17 & 16 will access roadway
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See Document Markup
14ft drop from back of wall to finish grade? What type of fall protection is proposed?
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See Document Markup
19ft drop between lot 12 and 15? Will there be a fence between lots for fall protection?
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See Document Markup
Designer to provide detailed wall design for City review. Must verify wall height is one foot above finish grade of future Shaw Rd improvements. When creating this exhibit for review, please coordinate with City to obtain the most recent design of Shaw Rd superelevation alignment to verify wall design and grading is compatible (30% design available). Also, provide exhibit that shows wall height along east face relative to project finish grade (adjacent to your development development). Similar to the PSP, provide road section view that shows the entire Shaw Rd frontage with wall, grading, etc.
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See Document Markup
22ft drop? What type of vehicle/fall protection is proposed at fire turnaround?
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See Document Markup
8ft drop from back of ROW? Handrail proposed? Fall protection needed? Per PSP approval conditions, designer is required to evaluate locations where handrail is necessary along frontage. Hand rail would need to be placed on private property
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See Document Markup
Show details of new guardrail placement. Per PSP approval conditions, designer is required to evaluate guardrail locations along frontage.
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See Document Markup
Need to ensure there are no possible direct access locations along Shaw Rd frontage. Provide details on how Lot 6 will access internal roadway
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See Document Markup
Active amenity area? Show fall protection
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See Document Markup
Given the curved geometry in advance of the taper, assume 35mph design speed to make the taper more gradual (~110ft). LT=(WS^2)/60
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See Document Markup
Extend turn pocket opening to 100ft
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See Document Markup
re-center/shift TWLTL arrows based on new turn pocket length
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See Document Markup
existing striping to be removed using hydroblasting or the City's preferred method of removal (least destructive) Place note on plans
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See Document Markup
Per PSP approval conditions, draft sight distance easements must be submitted with civil submittal. Please include existing City easement documentation along the Crystal Ridge Dr SE frontage (adjacent parcel) that can be used to maintain entering sight lines fore the Road A/Crystal Ridge Dr SE intersection (outbound vehicles looking east).
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See Document Markup
Possible that existing trees can be limbed up 7ft to meet sight distance requirements. Place a note on plans that sight distance to be verified by Puyallup engineering staff to determine if existing trees can remain or be removed.
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See Document Markup
Per PSP approval conditions, draft sight distance easements must be submitted with civil submittal.
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See Document Markup
Per PSP approval conditions, draft sight distance easements must be submitted with civil submittal.
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See Document Markup
For all roadway profile sheets, please clarify how required/provided SSD was this was calculated for crest/sag curves.
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See Document Markup
More clearance needed. Previous exhibit for PSP had more clearance here. With zero buffer, constructibility/variability is a concern.
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See Document Markup
Wall height 1-ft above proposed Shaw Road finished grade needs to account for superelevation of completed roadway. Please coordinate with City on latest design of Shaw Rd.
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See Document Markup
Along the Road A alignment, verify all segments (both directions) meet the City's SSD requirements.
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See Document Markup
Type III barricade for future extended roadways (01.01.21)?
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Planning Review
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Failed
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03/26/2026
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03/26/2026
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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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Final Landscape Plan - Soil Req.
Add the following note to the landscape plan, “A minimum of eight (8) inches of top soil, containing ten percent dry weight in planting beds, and 5% organic matter content in turf areas, and a pH from 6.0 to 8.0 or matching the pH of the original undisturbed soil. The topsoil layer shall have a minimum depth of eight inches (8”) except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 6 inches with some incorporation of the upper material to avoid stratified layers, where feasible. Installation of the eight inches (8”) of top soil, as described above, shall generally be achieved by placing five inches (5”) of imported sandy-loam top soil into planned landscape areas (sub-base scarified four inches (4”)) with a three-inch (3”) layer of compost tilled into the entire depth.”
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Final Landscape Plan - Daffodils
Daffodils Required: The Puyallup area has a long history with daffodil bulb agricultural cultivation. To reflect that cultural heritage, daffodils shall be used in all perimeter yard areas. All perimeter landscape yard areas required by PMC 20.58 shall include Narcissus trumpet 'King Alfred' or ‘Dutch Master’ in the first 3’ of landscape areas behind the property line, planted at 6” on-center. Other groupings of Narcissus shall be used in groupings through landscape areas. A. Daffodil Bulbs may be interspersed throughout the perimeter landscape areas with standard landscaping shrubs/ground cover/trees, as required. B. Other varieties of Narcissus trumpet may be used, with the preference of 'King Alfred' or ‘Dutch Master’ in the frontage areas closest to any property line for visibility from the right of way. C. Daffodil bulb planting shall be completed at appropriate time of year to allow establishment (September – November). Applicants may be required to post an assignment to secure the installation at the appropriate time of year. Project landscape architect may spec an alternative time of year to plant, such as during the winter or very early spring.
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Final Landscape Plan - Mulch Req.
Add the following note to the landscape plans, "All planting areas shall be mulched with a uniform four (4”) inch layer of organic compost mulch material or wood chips over a properly cleaned, amended and graded subsurface."
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Other/Miscellaneous
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See Document Markup
This existing street tree along Crystal Ridge is outside of the site distance triangle, why is it proposed to be removed?
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See Document Markup
These existing street trees along Crystal Ridge Dr. are within the new sight distance triangle, but they should not be removed, they should be pruned such that the overreaching branches of trees adjacent to rights-of way shall have a maintained minimum clearance above the finished grade of public streets of fourteen (14) feet and a minimum seven (7) feet of clearance above finished grade of the sidewalk abutting the planting area
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See Document Markup
These existing street trees along Crystal Ridge Dr. are within the new sight distance triangle, but they should not be removed, they should be pruned such that the overreaching branches of trees adjacent to rights-of way shall have a maintained minimum clearance above the finished grade of public streets of fourteen (14) feet and a minimum seven (7) feet of clearance above finished grade of the sidewalk abutting the planting area
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See Document Markup
The site is located within the Shaw Road Elementary, Kalles Junior High and Puyallup High School attendance areas. The district plans to provide school bus service for students attending all three schools. A school bus stop waiting area is required, that shall include:
• 100 square feet of hardscape surface school bus waiting area located near the NE corner of Crystal Ridge Drive South and the proposed access road. The waiting area should be adjacent to, and separate from, the back of sidewalk fronting Crystal Ridge Drive South.
• The waiting area shall include separation from private property (Lot 25), such as fencing, landscaping or other improvement approved by the district and the City of Puyallup.
• Street and/or pedestrian level light shall be provided to illuminate the school bus stop waiting area.
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See Document Markup
Tract E is missing required Type III perimeter landscaping. Where possible, conserve existing trees in Tract E, existing trees can substitute for trees required as part of Type III landscape standards.
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See Document Markup
Tract D (except the areas designated as active amenity areas) shall be planted with Type III landscaping instead of hydroseed.
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See Document Markup
This Hawthorn is proposed to be planted on the stairs. Adjust location
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See Document Markup
In the planting buffer along Crystal Ridge Dr SE, Class III (Medium Trees) and Class I (overhead utilitiy trees) are proposed. However, utlities are shown as undergrounded along this frontage and there is a large planter available (15 ft wide). Per the Puyallup Vegetation Management Standards Manual (VMS), "The largest tree shall be used for the planting space available" pg 37. Please select Class IV - Large street trees for this frontage.
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See Document Markup
The east/west ROW for future road connection needs to be hydroseeded.
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See Document Markup
delete tree at NW corner of plat as it is too close to underground utilities
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See Document Markup
Retain or add additional trees in Tract A to provide more tree canopy, it appears only shrubs and ground covers are proposed to be replanted in the majority of the deforested area of Tract A.
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See Document Markup
A street tree is proposed to be planted on top of a catch basin. Refert to vegetation managment manual for tree spacing from utilities - pg. 26. Inventory all other trees on landscape plan an ensure they are space properly from utlities or utilties are relocated to accomodate trees.
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See Document Markup
Define height of solid board fence, see PMC 20.20.040 for fence standards, see PMC 20.15 for definitions of front, rear, interior, and other property sides. Also, it is hard to see where the fence begins and ends along Crystal ridge Dr SE. Revise to clearly indicate where fence begins and ends
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See Document Markup
Existing Trees in designated landslide hazard area in Tract A shall not be removed. Change tree notations to denote that these trees will not be removed. Add clearing limit markers and tree protection fencing around trees.
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See Document Markup
Several trees in wetland buffer are greyed out (sheet 5)indicating they are to be removed. Please clarify if they are proposed for removal and mitigation, or proposed to remain
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See Document Markup
Add Tree protection detail to sheet 6
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Engineering Civil Review
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Failed
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03/26/2026
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03/25/2026
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Other/Miscellaneous
STORMWATER
1. City of Puyallup standards suggest using concrete pipes and manholes when slopes exceed 6%. Analyze the steeper pipe slopes in the system and evaluate whether or not more robust components would be appropriate. Include rationale if not.
2. Reverse slope driveways shall have a catch basin upstream no farther than 20 feet away. CoP Design Standards 204.8(10)(d).
3. Call out Storm Drain Stenciling per CoP Design Standards 204.11(1)(a).
4. Dispersion trench after detention: Include in the Operations and Maintenance Manual information on avoiding or repairing erosion when this type of device is located on a slope.
5. Improve Operations and Maintenance Manual by reviewing CoP Design Standards 205.4 and the 2019 SWMMWW. Specifically, and at a minimum, provide a description of the facilities and responsible parties in the text of the manual. Submit the manual as a separate document for review. Use the following link to download pre-formatted BMP maintenance schedule and inspection reports. These docs are required to be in the manual. https://www.puyallupwa.gov/2157/Operations-and-Maintenance
6. Detention Vault placement above 15% slopes requires additional Geotechnical evaluation. This was discussed with the Design Engineer over the phone after the submittal came in, but before this review was complete. Include additional analysis OR highlight existing information.
7. Plans should specify storm pipe material. Cannot completely verify Cost Estimate without material call outs.
8. Vault shall conform to city standards but also 2019 SWMMWW's BMP D.3.
9. Address private storm lines within public right of way.
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See Document Markup
Label missing for light pole location.
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See Document Markup
Call out demo of existing structure and fence.
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See Document Markup
Remove this keynote or clarify.
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See Document Markup
There are already concerns about drainage being released onto the slope. Typically "splash blocks" are vinyl or plastic and not anchored and are not appropriate for this type of area/application. Provide design for wall drainage that protects the slope from erosion.
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See Document Markup
At a minimum curb and gutter shall be extended around the circumference of the cul de sac. While the bulb is temporary, the time line for reconstruction is unknown and the bulb shall include curb and gutter with the catch basins placed properly within to ensure proper functionality.
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See Document Markup
Provide detail on plans.
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See Document Markup
Provide reference page.
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See Document Markup
Elevations do not match Mitigated Routing from model. Model states that Orifice #2 is 2.5 feet higher than Orifice #1 and that Orifice #3 is 12 feet above Orifice #1
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See Document Markup
Include these details on the plans.
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See Document Markup
Legend specifies this as a Post Indicator Valve symbol. Out of 6 monuments proposed only 3 elevations are called out here.
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See Document Markup
Adjust Water Keynote.
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See Document Markup
Double check this crossing for potential conflict.
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See Document Markup
Complete reference.
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Fire Review
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Failed
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03/26/2026
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03/25/2026
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Other/Miscellaneous
1. Provide a detailed layout for the 2021 IFC Appendix D103.6. Provide notes that will show which approved Fire Lane signs will be used and where.
2. Provide a site map showing compliance with D103.6.1 roads 20 to 26 feet in width and D103.6.2 roads more than 26 feet in width.
3. Clarify dimensions on site plan showing Road A, Tract B, Road B are clear widths with out curbing including for fire lane access.
4. Clarify that no portions of the all roads and tracts do not exceed 10% max grade.
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Public Works Collection Review
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Failed
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03/26/2026
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03/24/2026
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See Document Markup
Both CB's 12 & 13 should be placed at the proposed curbline for adequate surface collection of stormwater in the cul-de-sac. Future development plans could require replacement or relocation of these structures, but are not approved at this time.
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See Document Markup
Installation of stormwater facility signs typically are for publicly owned facilities. If this private facility is required to install one, an inventory ID number shall be provided by the CoP PW Collection's Division.
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See Document Markup
Stormwater inlets within the RoW that are no longer used for collection need to be addressed per design standard 204.8.13.
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See Document Markup
Laterals for lots 5,6,7,12 & 25 should be connected at the sanitary main and not into manholes as proposed.
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See Document Markup
Install factory wyes on all lateral connections to the new sanitary main instead of saddled tees.
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See Document Markup
C900 is being proposed for this project, clarify purpose at those locations why standard materials are not being used.
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See Document Markup
Address accessibility and ownership of all private roof/yard drain pipes within the public RoW.
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See Document Markup
The placement of the sanitary sewer is too close to the property line without an easement and improvements on the neighboring property.
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See Document Markup
If possible place SSMH#10 at the edge of the new dedicated RoW instead of adding a new structure within the existing sanitary main on Shaw Rd. Then make the new connection to EX SSMH#2 and re-channel structure as needed.
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Public Works Streets Review
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Failed
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03/26/2026
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03/24/2026
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See Document Markup
City Standard .01.05.04 states 12' minimum mast arm length Sheet IL-01
SH
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Public Works Water Review
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Failed
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03/26/2026
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03/11/2026
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See Document Markup
PRV vault size and equipment must match existing PRV station that will be getting abandoned.
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See Document Markup
The existing 8-inch water main on Shaw Road will be abandoned to the north of this tee. A wet tap will not work at this location. Cut in a new 8-inch MJ x MJ x Fl tee, so an 8-inch MJ plug can be installed on the north side of the tee during the abandonment.
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See Document Markup
No parking signs will need to be posted along Tract B and at the west end of Tract B so city maintenance trucks will always have access to PRV station.
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See Document Markup
8-inch not 9-inch
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See Document Markup
This is an unfinished water service. It is a live poly pipe service line with a curb stop inside a meter box. When 8-inch water main is abandoned, remove meter box and bury service line.
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See Document Markup
1-8" stainless steel tapping sleeve, 1-8" tapping valve. Shaw Road 8-inch water main will to be abandoned at this location so remove 1-8" cap (MJ).
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See Document Markup
The existing fire hydrant will stay in service. The 8-inch water main on Shaw Road will be abandoned to the south of this fire hydrant tee by installing an 8-inch blind flange or MJ plug with thrust blocking.
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See Document Markup
Show and call out size of public utility easement.
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See Document Markup
Show and call out size of public utility easement.
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See Document Markup
The water main size on Crystal Ridge Dr is 12-inch DI not 8-inch, so it would be a 12" x 6" tapping sleeve.
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See Document Markup
Move hydrant a little to the west to avoid possible truck off-tracking.
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See Document Markup
Since there is no water main in front of Lot 25 on Road 'A', install the water service for Lot 25 off the 12-inch D.I. water main on Crystal Ridge Dr.
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See Document Markup
1-8"x4" Tee (Fl) and remove the 8"x4" reducer.
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See Document Markup
See Detail Sheet 44.
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See Document Markup
Due to the elevation change on Road 'B', an air relief vault will need to be installed at the west end of the 4-inch water main. Add city standard detail 03.07.01 Air / Vacuum Valve to this plan set. To be able to flush this 4-inch water main, a 2-inch blow-off assembly will need to be installed at the end of the 4-inch water main west the air relief vault. Add city standard detail 03.06.01 2" Blow-Off Assembly to this plan set.
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See Document Markup
A no parking sign will need to be posted at the west end of Road 'B' so city maintenance trucks will always have access to the air relief vault and blow-off assembly.
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See Document Markup
Remove this water line, it does not exist.
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See Document Markup
To reduce the number of water service taps on the water mains, install dual water services wherever possible. Install dual water services between Lots 2 and 3, 4 and 5, 7 and 8, 9 and 10, 13 and 14, 15 and 16, 18 and 19, 20 and 21, 22 and 23. Water meter boxes should be installed in the utility strip between the curb and sidewalk whenever possible, and do not set meter boxes in hard surfaces
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See Document Markup
To keep a continuous positive elevation climb, lower water bends number 17 so water main is running flat in this area.
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See Document Markup
Set the single water meter box for Lot 24 near the north property line.
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