| Review Type |
Outcome |
Est. Completion Date |
Completed |
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Engineering Traffic Review
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Failed
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04/08/2024
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04/10/2024
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See Document Markup
Place streetlight and j-box in the back of sidewalk. See recent streetlight installation along 37th Ave SE near the At-Home development
[IL-01 sheet 33/44]
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See Document Markup
For these two streetlights, center pole offset within 10ft plater strip unless it conflicts with overhead utilities. This will still meet overhang requirements and provide greater distance from edge of road.
[IL-01 sheet 33/44]
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See Document Markup
Provide City standard streetlight in this area. This light will need to be field fit to ensure there are no obstructions with RR flashers/signage.
[IL-01 sheet 33/44]
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See Document Markup
J-box contains wiring/conduit for (2) sets of loop detectors (SB approach). Streetlights shall use this existing conduit (install new #8 conductors) to run lights from existing service at traffic signal. This will eliminate the need for a dedicated power service cabinet/foundation along frontage. See sheet C17 for additional details on required vehicle detection modification.
[IL-01 sheet 33/44]
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See Document Markup
J-box contains wiring/conduit for (2) sets of loop detectors (SB approach). Streetlights shall use this existing conduit to power lights from existing service at traffic signal on the south side of RR tracks. Additionally, the new #8 streetlight conductors (to be installed within existing conduit) will necessitate the removal of loop detection wires (requiring traffic signal to be converted to video detection).
[C17 sheet 17/44]
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See Document Markup
(2) sets of loop detectors will be destroyed with grind/overlay of 15th Street SE. City no longer deploys or maintains induction loops for vehicle detection. Rather than running new conduit/j-boxes and cutting in loop detectors, the City will require the existing traffic signal to be converted to video detection (Grid-Smart).
[C17 sheet 17/44]
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See Document Markup
Replace curb/gutter along entire 15th St SE frontage
[C17 sheet 17/44]
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See Document Markup
Remove driveway approach and replace with curb/gutter/sidewalk.
[C17 sheet 17/44]
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See Document Markup
Per previous comment, the design engineer must determine the required radius on the north side of intersection to allow inbound right trucks (SBR) to access site without encroaching into adjacent lane of (SB) traffic. Curb radii and entrance dimensions shall be increased as necessary to allow vehicles to access the site without encroachment. Provide AutoTurn analysis showing this movement.
[C17 sheet 17/44]
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See Document Markup
Given the length of this pedestrian crossing, I would recommend including a thermoplastic crosswalk to help guide pedestrians safely across the driveway
[C18 sheet 18/44]
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See Document Markup
Half-street gind/overlay will likely require require replacement of c-curb and delineator posts
[C18 sheet 18/44]
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See Document Markup
Half-street grind/overlay will likely require require replacement of centerline striping. Use 20" double yellow CL
[C18 sheet 18/44]
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See Document Markup
provide lane striping across driveway
[C18 sheet 18/44]
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See Document Markup
Lane striping between vehicles going the same direction are white Use City standard skip striping.
[C18 sheet 18/44]
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See Document Markup
Lane striping between vehicles going the same direction are white. Use City standard skip striping.
[C18 sheet 18/44]
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See Document Markup
Use City standard skip striping in this area
[C18 sheet 18/44]
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See Document Markup
Verify asphalt removal
[L1.10 sheet 36/44]
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See Document Markup
Show entering sight lines from previous analysis. Some street trees in planter may need to be removed due to interference with truck sight lines.
[L1.10 sheet 36/44]
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See Document Markup
Streetlights shall have shorting caps installed. Remote photocell located on signal cabinet
[IL-01 sheet 33/44]
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See Document Markup
Provide the following note on plans:
It is the sole responsibility of the design engineer to ensure streetlight design/placement is outside of the 10ft minimum safe zone area from PSE primary.
[IL-01 sheet 33/44]
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See Document Markup
Gridsmart Bell camera to be installed on existing streetlight near signal cabinet. Contractor to contact City of Puyallup signal technician for any coordination with traffic signal or streetlight installation. 253-341-8439.
Contractor shall coordinate with Gridsmart representative (Nick Coffee - nick.coffee@gridsmart.com) for hardware and configuration needs.
[IL-1 35/46]
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See Document Markup
Provide note that requires video detection system to be installed and fully operational prior to disabling in-ground loop detection system.
[IL-1 35/46]
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Planning Review
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Failed
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04/08/2024
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04/08/2024
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Final Landscape Plan - Soil Req.
Add the following note to the landscape plan and ensure there are no contradictory instructions.
“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 - 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 - Mulch Req.
Please amend Planting note #10 to state the following, "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." [landscape plan, L0.01]
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Final Landscape Plan - Native Plants
A minimum of 50 percent of the shrubs and ground covers used in projects under the requirements of the PMC and the VMS shall be native to the Puget Sound region. Please call out natives on the plant schedule for easy identification.
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Final Landscape Plan - Min Shrub Size
All shrubs required shall be no smaller than two (2) gallon in size at the time of planting. Please adjust the gallon size of the proposed perennials.
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Miscellaneous Planning Correction
Please update the landscape type code legend and site information section on the landscape plan set to the correct landscape types and their associated trees, on-center spacing, etc.
Front yard (east): Type Id
Rear yard (west): Type Ia
Interior side yard (north): Type Ia
Interior side yard (south): Type Ic & Type Ic -residential screen
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Final Landscape Plan - Sight Distance Standards
Sight Distance standards. Adjacent to public rights-of-way and points of access, no fences or landscape material at maturity, shall exceed three (3) feet above the local finish grade within a clear sight triangle. Please spec plants that meet this standard and, please show the sight distance area on the plans.
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Final Landscape Plan - Landscape Types
The City's Vegetation Management Standards Manual (VMS) outlines specific treatment “types” that are required to be adhered to, dependent upon the yard area the landscaping is located within. See the VMS, sections 13 and 14 for full details. The VMS can be downloaded here: https://www.cityofpuyallup.org/puyallupvms
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Final Landscape Plan - Trash Containers
All trash containers shall be screened from abutting properties and public rights-of-way by substantial sight-obscuring landscaping. Sight-obscuring fences and walls can be substituted for plant materials.
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Final Landscape Plan - Street Tree Site Prep
Street tree soil requirements. See section 8.2 of the VMS. Copy and paste the applicable section for street tree top soil and place on plans as requirement to meet the city standards.
Root barriers, in accordance with city standards, are required for all street trees. A minimum of 8’ of linear protection along the edge of the sidewalk adjacent to the street tree shall be provided, using a minimum 24” deep root barrier panels. See city standards #01.02.07 and #01.02.03 for further details. Please be aware of the following standards in the VMS and Public Works Engineering and Construction Standards (found here: www.cityofpuyallup.org/1445/100---Roadway ) as they apply to street trees: Integrate city standard detail 01.02.03 – root barrier detail. Integrate city standard detail 01.02.07 – street tree planting detail. Section 8.3 of the VMS requires (4”) of organic compost mulch or wood chips. Integrate city standard detail 01.02.08a – soil amendment and depth. NOTE: Top soil placement/installation specs, depth and quality standards can be found in section 8.2 of the VMS. For new construction, cut and paste ALL of section 8.2(b) of the VMS into the planting notes/details of the final landscape plan sheets. Section 12.3 (d) specifies minimum size and plant quality requirements. 1” DBH minimum for most new street trees. Integrate the Street Tree Installation Standards Table (page 25 of the VMS) into plan sets. Please observe required spacing standards, as outlined in the table, when preparing drawings. The city has required species mix requirements based on the quantity of street trees to be planted as a part of the project. See section 12.6 of the VMS for more information. Some common species of street trees are prohibited due to overuse and other reasons. Please check section 12.11 when specifying species to be planted. The city’s policy is to plant the largest canopy tree for the rooting/overhead space available (section 12.4, VMS). Please note this when specifying tree species for the planter strip.
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Final Landscape Plan - Street Tree Selection
Section 12.11 of the VMS lists prohibited street tree species. All tree selection shall follow the concept of ‘right-tree, right-place’; the largest tree should be used for the rooting and overhead space available to improve overall canopy coverage throughout the city. Select street tree species based on available planter strip with and availability of overhead canopy area.
If over head power exists on the front of the site; please choose from the Class I trees in the VMS. A mixture of street tree species generally shall be provided throughout site-specific developments to provide visual interest and to ensure that a mixture of tree species are used throughout the city, as follows:
A. For projects involving one (1) to three (3) trees, one (1) species may be used.
B. For projects involving four (4) to eight (8) trees, at least two different species and/or cultivars of trees shall be included. Trees in this category can be of the same genus but shall be of differing cultivars.
C. For projects involving nine (9) to fifteen (15) trees, at least three (3) different trees (all differing genus) shall be used.
D. For projects involving sixteen (16) or more street trees, at least four (4) different trees (all differing genus) shall be used.
Where a 10’ planter strip or larger exists or is being provided, a minimum of 25 percent of these trees shall be evergreen conifer. To prevent uniform disease susceptibility and eventual uniform senescence, no single species or cultivar shall make up more than 10 percent of the total City street tree population; no more than 20 percent of the total City street tree population shall be composed of one genus and no more than 30 percent of any one family. The Director may limit or adjust the required species mix on a given site, project, or area of the city if the proposed species presently or with the addition of the proposed trees would constitute over 15 percent of the total city-wide street tree species mix.
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Miscellaneous Planning Correction
As stated in the associated preliminary site plan conditions, staff is supportive of reducing the blank wall planter width along the south side of the building dependent upon mitigation in the form of CU-Structural plant soils (or equivalent) in a total soil volume equal to that which would have been provided if the full 15’ planter had been installed. Mitigation and installation details are required at the time of civil permit approval. This note was included on page L0.01 of the submitted landscape plans. Please include details for the mitigation and installation details as well as the proposed total soil volume that would be equal to if the full 15' planter had been installed.
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Other/Miscellaneous
As stated in the associated preliminary site plan conditions, the perimeter of all parking areas and associated access drives which abut public right-of-ways shall be screened with on-site Type I landscaping, earth berms, fencing, or a combination of both. The berm will need to be detailed to accurately depict the berm elevation, fence, and plantings on the final landscape plan and submitted with the associated civil permit application.
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Other/Miscellaneous
As stated in the associated preliminary site plan conditions, the eastern (front) property line is required to have Type Id landscaping, which includes a berm and retaining wall system per the VMS (a graphic is provided in VMS Chapter 14.1). Slopes with a width to height ratio up to a maximum of three to one (3:1), not to exceed 6’, shall be used.
With a 12' landscape buffer, the berm will be required to be 3' and include a retaining wall interior to the site. All plant materials shall follow Type 1a standards or PMC 20.26.500.
The civil grading sheet (C8) calls out the 2' high berm with 4:1 side slopes, but it is not shown on the landscape plan set.
Please include the Type Id landscaping along the eastern frontage in the final landscape plan as part of the civil application.
A building permit will be required for the retaining wall if it is 4' or higher.
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Other/Miscellaneous
All trees, including private onsite landscape trees, must meet the street tree installation standards table found in the VMS. It appears the many trees are proposed too close to underground utilities (water, sanitary sewer, storm sewer, gas power, other conduit). Please re-submit landscape plans with trees planted the proper distance from the underground utilities. Please do not reduce the tree count, but replant elsewhere onsite where the trees can fit without interfering with utility lines. As stated in previous correspondence, the City allowed for the proposal of two trees per 500SF of internal landscaping instead of two per internal landscaping island since they may not fit in the parking landscape island. Therefore, there cannot be a reduction of trees.
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Other/Miscellaneous
Southern Landscape Buffer
Along the RS-04 zone transition area on the southwest area of the site, the evergreen trees must be spaced no more than 15' on center and placed in a triangular pattern (having three equal sides, except in 15-foot-wide buffers) to resemble a natural growth pattern and to give depth and density to the screening.
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Other/Miscellaneous
Comment outstanding in re-submittal #3 - 03/28/2024
Western landscape buffer
- Please provide details for the fence shown on the landscape plan set. As discussed in e-mail correspondence from 07/24/23, Type Ia landscaping is required along this property line, which includes a "six-foot-high masonry wall or wood opaque fence shall be established and maintained along the common property line at either edge of the landscape buffer." The plans state there is a 6' sight obscuring chain link fence, which is not an acceptable substitute for a wood opaque fence.
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Other/Miscellaneous
Southern Landscape Buffer
Please provide the height of the wall on the landscape plan set in the RS-04 zone transition landscape area.
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Other/Miscellaneous
Northern landscape buffer
Please update tree types to either class III or class IV since there is adequate space here for larger tree types.
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Other/Miscellaneous
Please provide details for the proposed plant for the trellis on the southern wall of the building. Invasive vines/plants are not permitted.
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See Document Markup
Please remove this tree from plans (eastern-most tree in west-to-east oriented planter) (requested by Public Works Water Div.) [L1.11]
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See Document Markup
Please shift the trees in this planter area further west so that they meet the 10ft distance from the water main [L1.11]
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See Document Markup
Please plants only shallow rooted planted on the eastern side of the planter [L1.11]
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See Document Markup
Concerns have been raised about tree choices adjacent to railway. Please replace the Type Ic trees along the southern property line abutting the railway with a continuous evergreen hedge (e.g., arborvitae, Leyland cypress, etc.) that will provide 100 percent screening from ground level to 6 feet within three years of installation [civil plans, L1.10]
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See Document Markup
Concerns have been raised about tree choices adjacent to railway. Please replace the Type Ic trees along the southern property line abutting the railway with a continuous evergreen hedge (e.g., arborvitae, Leyland cypress, etc.) that will provide 100 percent screening from ground level to 6 feet within three years of installation [civil plans, L1.10]
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Public Works Streets Review
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Failed
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04/08/2024
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04/08/2024
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See Document Markup
I do not see this detail on Sheet C22 or C25 civils , pg 16 SH
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See Document Markup
grind/overlay should end at new curb&gutter or end of project limits , civils pg 16 SH
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See Document Markup
markings shall be thermo plastic, civils pg 16 SH
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See Document Markup
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See Document Markup
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See Document Markup
sidewalk can not be 3% cross slope Sheet 17 civils SH
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See Document Markup
is this crosswalk warranted, not shown on City Standard approach Details Sheet 18 Civils SH
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See Document Markup
see general note #12 ....sheet 1 of IL-01 SH
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See Document Markup
there should be an additional 2" spare conduit run the entire length of project, sch 40 along sidewalk, sch 80 under driveways, not just at the ends.... Sheet 1 IL-1 SH
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See Document Markup
City Standard States 14' above drive surface ... L1-01 SH
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what planting detail is used along the right of way, L5.11 , L5.13 or L5.14....it should be the soil cells L5.11 and should note this somewhere....L1.10 SH
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T LEAST 8 FT ABOVE DRIVE SURFACE
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Fire Review
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Approved
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04/08/2024
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04/04/2024
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Public Works Water Review
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Approved
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04/08/2024
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04/02/2024
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See Document Markup
Civil Resub Sheet C14: Install 6-inch not 8-inch cap 3-foot south of wet tap tee heading east.
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See Document Markup
Civil Resub Sheet C15: This will be an 8-inch by 8-inch wet tap, which requires a stainless steel tapping tee. Call out stainless steel tapping tee.
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See Document Markup
Civil Resub Sheet C15: The existing fire hydrant will need to be removed. Schedule at water main shutdown with the Water Division. Remove the hydrant and 6-inch gate valve and replace with a 6-inch blind flange on the existing tee.
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See Document Markup
Civil Resub Sheet L1.10: No trees within 10-feet of a fire line. Provide 3-foot clear zone around PIV.
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See Document Markup
Civil Resub Sheet L1.11: No trees within 10-feet of water main.
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Engineering Civil Review
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Failed
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04/08/2024
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03/28/2024
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See Document Markup
Revise this sheet to match the information provided on sheet 3 of the clear, fill and grade plans per permit PRGR20230909. [civils, pg 3]
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See Document Markup
Show temporary treatment devices as shown on the clear, fill and grade plans. [civils, Sheet C3]
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See Document Markup
Denote that this section of pipe should be solid, whereas the wall drain will have perforations. [civils, sheet C7]
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See Document Markup
Add an additional water note on sheets C13-C15 that mentions the 8" looped water line is private. [civils, sheet C13]
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See Document Markup
City standards require a minimum 1.5' of vertical clearance for water lines above sewer measured from the outer edge of each pipe. Revise to meet spacing requirements or submit for a separate Alternative Methods Request via the CityView portal. [civils, sheet C15]
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City design standards requires 1' of vertical clearance from storm crossing sewer, if this cannot be met, sleeve the pipe per city design standard 204.4(8). [civils, sheet C15]
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See Document Markup
Enclose the trash enclosure, what is the purpose of the gap here? [civils, sheet C6]
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See Document Markup
Apply for a separate building permit for this wall as it exceeds 4' in height. [civils, sheet C7]
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See Document Markup
Indicate if this will be a solid or standard grate lid. [civils, sheet C7]
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Provide a detail for the proposed fence/ pedestrian guard rail. [civils, Sheet C30]
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See Document Markup
Include a construction sequence. Use city design standard 501.6 as the basis. [civils, sheet C2]
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What is this dashed line representing? Make a callout, or add to the legend. [civils, sheet C7]
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Provide additional information regarding this landscape wall. Is this referring to a separate building? I don't see enough information on the plans to construct this. Provide a detail and elevations on the civils or landscape plans. [civils, sheet C7]
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Provide another grading detail showing the grading south of the parking stalls and drive isle. [civils, sheet C7]
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Provide SDCO # and define IE in the table. [civils, sheet C8]
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The elevation between the rim and IE is greater than 5', revise to a type 2 catch basin. [civils, sheet C9]
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Indicate the north arrow on this vault detail. [civils, sheet C11]
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Replace cleanout with sewer manhole. [civils, sheet C15]
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Provide dimensions for the trash enclosure. [civils, sheet C6]
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Provide sheet reference as intended. [civils, sheet C16]
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Revise curb cut to be 3' wide per city standards. [civils, sheet C16]
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See Document Markup
Provide the gutter flow slope, ensure the proposed gutter is a minimum slope of 0.5%. [civils, sheet 16]
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See Document Markup
Replace curb and gutter along the entire length of frontage per PMC 11.08.135. [civils, sheet C16]
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Include city standard detail 01.01.19 Half Street Improvements. [civils, sheet C28]
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Update phone number to 253-405-4390. [civils, sheet 33]
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Make a note that dewatering will be stored in a vehicle for offsite disposal as stated within the CSWPP. [civils, sheet C3]
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What is the node summary ponded area for CB's 11, 12 and 13 on page 135 representing? Page 152 shows that all pipes can convey the peak flow for the 25-year storm event. Page 157 for the 100-year design shows the identical information. [drainage report, pg 133 of 230]
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Provide calculations for WQ #1 and WQ#2 for the minimum filter size area per Ecology's decision. [drainage report, sheet 108/230]
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Revise this sheet to represent the adjusted SW pond per the CFG plans per PRGR20230909 [CSWPP, pg 204 of 216]
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Include City of Puyallup sewer notes per design standard 405. [civils, pg C28]
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Include City of Puyallup water notes per design standard 304. [civils, pg C28]
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Include City of Puyallup Engineering Approval Block on both of the illumination sheets. [civils, pg 33]
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Provide longer mast arm, the luminaire shall overhand the face of curb, a minimum of 3'. See city standard 01.05.04. [civils, sheet IL-01]
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Provide existing west basin impervious area for reference. [drainage report, pg 31]
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Create a note 8 that wall drainage must be installed for all proposed walls. [civils, pg 7]
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Include city standard detail 02.01.09 storm drain cleanout. [civils, sheet 29]
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Include City standard 01.02.10 curb cut on the plans. [civils, sheet C27]
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Show proposed/existing grading in this section. [civils, pg 11]
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Reference the wall detail and page. [civils, sheet 6]
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Show the wall drainage connected to the storm system. [civils, sheet 8]
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See Document Markup
Show the landscape wall drain pipe connected to the drainage system. [civils, sheet 7]
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See Document Markup
Unless trash enclosure will be accessed by employees only, an access door is required by building code. [civils, sheet 6]
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It appears that the ridgeline will be directing stormwater runoff into the trash enclosure, provide a grade break a the entrance of the enclosure. [civils, sheet 9]
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Connect the trash enclosure roof downspouts to the storm system. [civils, sheet 9]
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The trash enclosure must be fully enclosed per city design standard 208.1(1). [civils, sheet 9]
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An access door to the trash enclosure is required unless accessed by employees only. Provide an access door or provide a statement that access will be from employees only. [civils, sheet 9]
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Reference the landscape plans as well, 5/L5.10. [civils, sheet 7]
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Reference sheet IL-02, the details are not shown on this sheet. [civils, pg 35]
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What set of Geotech plans is this referring to? [civils, pg 4]
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Reference the wall detail/page. [civils, pg 6]
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Connect wall drains to storm system. [civils, sheet 9]
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Fill out and submit City Engineering Cost Estimate found here during the next submission: https://www.cityofpuyallup.org/1591/Master-Document-List#C. [civils, sheet 1]
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What is this contour linetype representing. This does not match the existing or proposed contour linetype within the legend on sheet C2. [civils, sheet C11]
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Provide detectable warning surfaces if this approach will be stop controlled leaving the site. [civils, sheet C18]
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Include city standard detail 01.02.19 Sidewalk ramp with commercial approaches. [civils, sheet C27]
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Provide detectable warning surfaces if this approach will be stop controlled. [civils, pg 10]
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Revise the conduit under the driveway approach to be SCH80 PVC. [civils, pg 35]
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Include additional City Fire Hydrant/FDC approval block. [civils, sheet C16]
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Include City of Puyallup Planning Division Approval block on all landscape sheets. [civils, pg 37]
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Revise note to state "Ex. water service line to be removed from the 6" main and plugged with a brass plug. Schedule a water main shutdown with the water division." [civils, sheet C16]
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See Document Markup
Revise the streetlight pole and junction box to be adjacent to the back of the sidewalk, this may require a longer mast arm to keep a minimum 3' overhang from the curb face. [civils, sheet 35]
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Public Works Collection Review
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Approved
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04/08/2024
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03/20/2024
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Engineering Traffic Review
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Failed
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01/11/2024
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02/06/2024
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Other/Miscellaneous
Provide separate streetlight design submittal (within civil plan set):
i. City standard streetlights are required every 150ft along 15th St SE.
ii. 15th St SE (Arterial) will require GE EVOLVE ELR2 Fixtures ERL2-3-23-A3-40-D-Gray-A-V1 (City to provide latest part numbers)
iii. It is the sole responsibility of the design engineer to ensure streetlight design/placement is outside of the 10ft minimum “safe zone” area from PSE primary.
iv. Streetlights shall have shorting caps installed with remote photocell located on the service cabinet.
Streetlight design shall provide the following:
1. Provide details on how streetlights will be powered
2. Location of conduit runs
3. Wiring Schedule
a. Conduit size and type for each raceway
b. Conductors details
4. Pole schedule
a. STA & offset for each luminaire
5. Show location of junction boxes
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Other/Miscellaneous
Design engineer must determine the required radius on the north side of intersection to allow inbound right trucks (SBR) to access site without encroaching into adjacent lane of (SB) traffic. AutoTurn analysis shows SBR truck encroaching into adjacent SB lane of traffic. Minimum radius for commercial driveway is 35ft. Pedestrian path across driveway should be
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Other/Miscellaneous
At the time of civil permit review provide a separate pavement striping plan (channelization) sheet for the City to review.
Provide a white thermoplastic crosswalk per City of Puyallup standards
Provide City standard STOP bar (thermoplastic) and STOP sign at driveway approach
Identify all thermoplastic striping to be replaced for half-street improvement (RR striping, STOP bars, Arrows, etc.)
Lane striping to be replaced with MMA
Please remove concrete path from commercial driveway approach. Pedestrian walking path should be asphalt with thermoplastic crosswalk bars.
Per conditions of the approved AMR for this project, the northern electronic gate access must be actuated by Opticom device. Please provided details of this design
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See Document Markup
Place streetlight and j-box in the back of sidewalk. See recent streetlight installation along 37th Ave SE near the At-Home development
[IL-01 sheet 33/44]
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See Document Markup
For these two streetlights, center pole offset within 10ft plater strip unless it conflicts with overhead utilities. This will still meet overhang requirements and provide greater distance from edge of road.
[IL-01 sheet 33/44]
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See Document Markup
Provide City standard streetlight in this area. This light will need to be field fit to ensure there are no obstructions with RR flashers/signage.
[IL-01 sheet 33/44]
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See Document Markup
J-box contains wiring/conduit for (2) sets of loop detectors (SB approach). Streetlights shall use this existing conduit (install new #8 conductors) to run lights from existing service at traffic signal. This will eliminate the need for a dedicated power service cabinet/foundation along frontage. See sheet C17 for additional details on required vehicle detection modification.
[IL-01 sheet 33/44]
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See Document Markup
J-box contains wiring/conduit for (2) sets of loop detectors (SB approach). Streetlights shall use this existing conduit to power lights from existing service at traffic signal on the south side of RR tracks. Additionally, the new #8 streetlight conductors (to be installed within existing conduit) will necessitate the removal of loop detection wires (requiring traffic signal to be converted to video detection).
[C17 sheet 17/44]
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See Document Markup
(2) sets of loop detectors will be destroyed with grind/overlay of 15th Street SE. City no longer deploys or maintains induction loops for vehicle detection. Rather than running new conduit/j-boxes and cutting in loop detectors, the City will require the existing traffic signal to be converted to video detection (Grid-Smart).
[C17 sheet 17/44]
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See Document Markup
Replace curb/gutter along entire 15th St SE frontage
[C17 sheet 17/44]
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See Document Markup
Remove driveway approach and replace with curb/gutter/sidewalk.
[C17 sheet 17/44]
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See Document Markup
Per previous comment, the design engineer must determine the required radius on the north side of intersection to allow inbound right trucks (SBR) to access site without encroaching into adjacent lane of (SB) traffic. Curb radii and entrance dimensions shall be increased as necessary to allow vehicles to access the site without encroachment. Provide AutoTurn analysis showing this movement.
[C17 sheet 17/44]
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See Document Markup
Given the length of this pedestrian crossing, I would recommend including a thermoplastic crosswalk to help guide pedestrians safely across the driveway
[C18 sheet 18/44]
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See Document Markup
Half-street gind/overlay will likely require require replacement of c-curb and delineator posts
[C18 sheet 18/44]
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See Document Markup
Half-street grind/overlay will likely require require replacement of centerline striping. Use 20" double yellow CL
[C18 sheet 18/44]
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See Document Markup
provide lane striping across driveway
[C18 sheet 18/44]
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See Document Markup
Lane striping between vehicles going the same direction are white Use City standard skip striping.
[C18 sheet 18/44]
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See Document Markup
Lane striping between vehicles going the same direction are white. Use City standard skip striping.
[C18 sheet 18/44]
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See Document Markup
Use City standard skip striping in this area
[C18 sheet 18/44]
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See Document Markup
Verify asphalt removal
[L1.10 sheet 36/44]
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See Document Markup
Show entering sight lines from previous analysis. Some street trees in planter may need to be removed due to interference with truck sight lines.
[L1.10 sheet 36/44]
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See Document Markup
Streetlights shall have shorting caps installed. Remote photocell located on signal cabinet
[IL-01 sheet 33/44]
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See Document Markup
Provide the following note on plans:
It is the sole responsibility of the design engineer to ensure streetlight design/placement is outside of the 10ft minimum safe zone area from PSE primary.
[IL-01 sheet 33/44]
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Public Works Streets Review
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Failed
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01/11/2024
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01/17/2024
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See Document Markup
I do not see this detail on Sheet C22 or C25 civils , pg 16 SH
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See Document Markup
grind/overlay should end at new curb&gutter or end of project limits , civils pg 16 SH
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See Document Markup
markings shall be thermo plastic, civils pg 16 SH
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See Document Markup
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See Document Markup
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See Document Markup
sidewalk can not be 3% cross slope Sheet 17 civils SH
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See Document Markup
is this crosswalk warranted, not shown on City Standard approach Details Sheet 18 Civils SH
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See Document Markup
see general note #12 ....sheet 1 of IL-01 SH
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See Document Markup
there should be an additional 2" spare conduit run the entire length of project, sch 40 along sidewalk, sch 80 under driveways, not just at the ends.... Sheet 1 IL-1 SH
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See Document Markup
City Standard States 14' above drive surface ... L1-01 SH
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See Document Markup
what planting detail is used along the right of way, L5.11 , L5.13 or L5.14....it should be the soil cells L5.11 and should note this somewhere....L1.10 SH
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See Document Markup
T LEAST 8 FT ABOVE DRIVE SURFACE
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Engineering Civil Review
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Failed
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01/11/2024
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01/11/2024
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See Document Markup
Sheets C11 and C12 are both vault details. Update the index for sheets C11-C17. [civils, pg 1]
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See Document Markup
Separate the amount of on-site cut/fill. Is the site cutting or filling? [civils, pg 1]
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See Document Markup
Provide a grade break in front of the enclosure to prevent stormwater runoff from entering the enclosure. [civils. pg 7]
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See Document Markup
Redesign the trash enclosure per design standard 208.1. Provide a type 1 CB at the center of the trash enclosure and plumb it to sewer. [civils, pg 13]
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See Document Markup
Whom is this water easement for? If granted to the city, it would need to be centered in a 40' wide easement. [civils, pg 13]
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See Document Markup
Provide a draft easement for the water main per the following link: chrome-extension://efaidnbmnnnibpcajpcglclefindmkaj/https://www.cityofpuyallup.org/DocumentCenter/View/7331/Appendix-C-?bidId= [civils, pg 13]
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See Document Markup
What depth is the water main proposed? City standards required 36" of cover. [civils, pg 13]
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See Document Markup
Create a note that informs the contractor to install detectable marking tape approximately 1.5' above the top of the pipe along the entirety of the main and services. Detectable table shall be blue in color and meet the material requirements specified in standard specification 9-15.18. [civils, pg 13]
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See Document Markup
Revise the text overlap and show the hydrant. [civils, pg 14]
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See Document Markup
Revise to a DDCVA. [civils, pg 15]
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See Document Markup
Revise the water service line to connect to the DCVA [civils, pg 15]
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See Document Markup
Is this representing a roof drain? If not provide utility crossing information. [civils, pg 15]
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See Document Markup
Provide utility crossing information. [civils, pg 15]
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See Document Markup
It doesn't appear that a 1" water service is proposed on the plans. Revise page 15 or remove this detail. [civils, pg 24]
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See Document Markup
Include city standards 03.10.01-1 and 03.10.01-2 Double Detector Check Valve Assembly Installation and notes. [civils, pg 24]
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See Document Markup
Revise curb and gutter reference to sheet 22 [civils. pg 16]
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See Document Markup
Additional street lighting plan information was not submitted. Include a complete street light design for the next round of review as part of the civil set. [civils, pg 16]
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See Document Markup
Include city standard details for the proposed street lighting. [civils, pg 26]
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See Document Markup
Is this representing a service cabinet and junction boxes? Provide a callout for the streetlight information. [civils, pg 16]
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See Document Markup
Revise text overlap. [civils, pg 8]
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See Document Markup
Revise pipe slope to a minimum 0.5% [civils, pg 9]
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See Document Markup
This flow arrow is pointing the wrong direction. [civils, pg 9]
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See Document Markup
Provide the stormwater pipe diameter, material and length on this sheet. [civils, pg 9]
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See Document Markup
Denote WQ1 vs WQ2 details [civils, pg 20]
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See Document Markup
Revise minimum pipe slope to 0.5%. [civil plans, pg 9]
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See Document Markup
Revise minimum pipe slopes to 0.5%. [civils, pg 7]
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See Document Markup
Provide utility crossing information. [civils, pg 7]
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See Document Markup
Revise minimum pipe slopes to 0.5%. [civils, pg 7]
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See Document Markup
Provide pipe material, diameter and slope. Ensure this is a minimum of 0.5%. [civils, pg 7]
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See Document Markup
The IE for the vault and CB #1 are the same. This run of pipe is flat, not 0.37%. [civils, pg 7]
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See Document Markup
Provide a detail for the wall. Show the drainage for the wall such that it will not surcharge due to stormwater flows. [civils, pg 7]
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See Document Markup
Provide a detectable warning surface at the bottom of the proposed ramp. [civils, pg 10]
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See Document Markup
ADA parking stall signs? Reference the detail on sheet 21. [civils, pg 21]
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See Document Markup
There is no V1 or V2 detail on sheet 11. Revise reference to sheet 12. [civils, pg 11]
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See Document Markup
What are these dashed lines representing? [civils, pg 11]
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See Document Markup
Show the existing wetland in which the project discharges too. [storm report, pg 11]
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See Document Markup
A CSWPP was not submitted under a separate cover. Provide this document during the next submission. [drainage report, pg 15]
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See Document Markup
Identify source control BMP's within this section of MR 3 to be followed during construction. [drainage report, pg 15]
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See Document Markup
Include the new plus replaced hard surfaces within the WWHM calculation. These surfaces should be mitigated if possible, otherwised be modeled as bypass. [drainage report, pg 31]
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See Document Markup
Include the bypass basin within the table. [drainage plans, pg 110]
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See Document Markup
Fill out the rest of this site specific data chart. [civils, pg 114]
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See Document Markup
The conveyance pipe calculation shows 7 pipe connections unable to convey the 25 year storm event. Revise accordingly.[drainage report, pg 146]
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See Document Markup
CB#1 on sheet 7 shows the ie's as 50.16. Revise accordingly. [civils, pg 18]
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See Document Markup
The WWHM calculation only provides a single orifice, why are two orifices proposed on the control structure detail? [civils. pg 18]
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See Document Markup
City standard 02.03.05 is not applicable for inlet protection within the 15th St SE roadway. Use the silt sock detail on page 19 instead. [civils, pg 3]
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See Document Markup
Call out this wall. [civils, pg 4]
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See Document Markup
Provide information regarding the proposed wall storm drainage. [civils, pg 7]
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See Document Markup
What material is proposed for the temporary piping? [civils, pg 3]
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See Document Markup
Show the location of the concrete washout area. [civils, pg 3]
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See Document Markup
Show the location of the settlement markers to not be disturbed. [civils, pg 3]
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See Document Markup
Provide sizing calculations for both the west and east temporary sediment ponds. Also include calculation for the principal spillway, emergency overflow spillway, and dewatering orifice. [drainage report, pg 26]
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See Document Markup
Revise this sheet to match the information provided on sheet 3 of the clear, fill and grade plans per permit PRGR20230909. [civils, pg 3]
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See Document Markup
Provide required pond square footages. [civils, pg 3]
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See Document Markup
Provide a detail for the proposed wall. Be sure to include the wall drainage. [civils, pg 4]
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See Document Markup
Provide a type 1 catch basin centered in the trash enclosure and connect to city sewer. See city design standard 208.1 for more information. [civils, pg 7]
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See Document Markup
The trash enclosure must be covered. Additionally, the roof downspouts must be connected to the storm system. [civils, pg 7]
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See Document Markup
Provide a maximum 2% cross-slope for the pedestrian access route from the stalls to the building. [civils, pg 10]
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See Document Markup
Remove sediment pond layer from this sheet. [civils, pg 7]
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See Document Markup
Pasture vegetation is reserved for rural areas where forest has been cleared and replaced with shrubs or grass lots. Revise the existing pervious conditions to be lawn vegetation. See III-2.2 Continuous Simulation Models within the DOE manual for more information. [drainge report, pg 75]
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See Document Markup
The west side of the model does not appear to correctly represent the site conditions. CB's 19, 18, 17 and the associate pipes are missing from the model. Additionally, there is not a water quality device on the far western portion of the parking lot. [drainage report, pg 130]
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See Document Markup
A portion of the roof is bypassing treatment. Show this in the WWHM model. [drainage report, pg 41]
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See Document Markup
Show temporary treatment devices as shown on the clear, fill and grade plans. [civils, Sheet C3]
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See Document Markup
Landscape plans are reviewed along with the civil permit. Revise the refrence to the building permit. [civils, pg 4]
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See Document Markup
Denote that this section of pipe should be solid, whereas the wall drain will have perforations. [civils, sheet C7]
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See Document Markup
Revise IE to 50.2 to match CB #1 or update CB #1 IE's. [Civils, Sheet 11]
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See Document Markup
Add an additional water note on sheets C13-C15 that mentions the 8" looped water line is private. [civils, sheet C13]
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See Document Markup
City standards require a minimum 1.5' of vertical clearance for water lines above sewer measured from the outer edge of each pipe. Revise to meet spacing requirements or submit for a separate Alternative Methods Request via the CityView portal. [civils, sheet C15]
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See Document Markup
City design standards requires 1' of vertical clearance from storm crossing sewer, if this cannot be met, sleeve the pipe per city design standard 204.4(8). [civils, sheet C15]
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See Document Markup
CB#1 on sheet 7 shows the ie's as 50.16. Revise accordingly. [civils, pg 18]
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See Document Markup
The WWHM calculation only provides a single orifice, why are two orifices proposed on the control structure detail? [civils. pg 18]
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See Document Markup
Enclose the trash enclosure, what is the purpose of the gap here? [civils, sheet C6]
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See Document Markup
Apply for a separate building permit for this wall as it exceeds 4' in height. [civils, sheet C7]
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See Document Markup
Indicate if this will be a solid or standard grate lid. [civils, sheet C7]
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See Document Markup
Provide a detail for the proposed fence/ pedestrian guard rail. [civils, Sheet C30]
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See Document Markup
Include a construction sequence. Use city design standard 501.6 as the basis. [civils, sheet C2]
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See Document Markup
What is this dashed line representing? Make a callout, or add to the legend. [civils, sheet C7]
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See Document Markup
Provide additional information regarding this landscape wall. Is this referring to a separate building? I don't see enough information on the plans to construct this. Provide a detail and elevations on the civils or landscape plans. [civils, sheet C7]
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See Document Markup
Provide another grading detail showing the grading south of the parking stalls and drive isle. [civils, sheet C7]
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See Document Markup
Is this SD line the footing drain? [civils, sheet C7]
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See Document Markup
Provide SDCO # and define IE in the table. [civils, sheet C8]
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See Document Markup
The elevation between the rim and IE is greater than 5', revise to a type 2 catch basin. [civils, sheet C9]
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See Document Markup
Indicate the north arrow on this vault detail. [civils, sheet C11]
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See Document Markup
Replace cleanout with sewer manhole. [civils, sheet C15]
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See Document Markup
Provide dimensions for the trash enclosure. [civils, sheet C6]
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See Document Markup
Provide sheet reference as intended. [civils, sheet C16]
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See Document Markup
Revise curb cut to be 3' wide per city standards. [civils, sheet C16]
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See Document Markup
Provide the gutter flow slope, ensure the proposed gutter is a minimum slope of 0.5%. [civils, sheet 16]
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See Document Markup
Replace curb and gutter along the entire length of frontage per PMC 11.08.135. [civils, sheet C16]
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See Document Markup
Revise these contour to be light gray to represent existing contours. [civils, sheet C16]
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See Document Markup
Provide longer mast arm, the luminaire shall overhand the face of curb, a minimum of 3'. See city standard 01.05.04
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See Document Markup
Junction boxes. Make a callout [civils, sheet C17]
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See Document Markup
What is this representing? The service cabinet? Provide a callout [civils, sheet C17]
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See Document Markup
Make a callout for the 2" schedule 40 PVC to be installed. [civils, sheet C17]
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See Document Markup
Make a callout for the 2" schedule 80 PVC to be installed under the driveway approach. [civils, sheet C17]
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See Document Markup
Include city standard detail 01.01.19 Half Street Improvements. [civils, sheet C28]
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See Document Markup
Revise the junction box symbol to match the rest. [civils, sheet C17]
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See Document Markup
Remove the lift handle from the flow control manhole detail, This should be a removable gasketed end plug per city standard 02.01.07. [civils, sheet 20]
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See Document Markup
Update phone number to 253-405-4390. [civils, sheet 33]
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See Document Markup
Make a note that dewatering will be stored in a vehicle for offsite disposal as stated within the CSWPP. [civils, sheet C3]
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See Document Markup
What is the node summary ponded area for CB's 11, 12 and 13 on page 135 representing? Page 152 shows that all pipes can convey the peak flow for the 25-year storm event. Page 157 for the 100-year design shows the identical information. [drainage report, pg 133 of 230]
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See Document Markup
Provide a construction SWPPP for the civil permit addressing elements 1-13. [drainage report, pg 226 of 230]
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See Document Markup
Provide calculations for WQ #1 and WQ#2 for the minimum filter size area per Ecology's decision. [drainage report, sheet 108/230]
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See Document Markup
Revise this sheet to represent the adjusted SW pond per the CFG plans per PRGR20230909 [CSWPP, pg 204 of 216]
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See Document Markup
Include City of Puyallup stormwater notes per design standard 207. [civils, pg C28]
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See Document Markup
Include City of Puyallup sewer notes per design standard 405. [civils, pg C28]
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See Document Markup
Include City of Puyallup water notes per design standard 304. [civils, pg C28]
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See Document Markup
Include City of Puyallup Engineering Approval Block on both of the illumination sheets. [civils, pg 33]
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See Document Markup
Provide longer mast arm, the luminaire shall overhand the face of curb, a minimum of 3'. See city standard 01.05.04. [civils, sheet IL-01]
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See Document Markup
Provide existing west basin impervious area for reference. [drainage report, pg 31]
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Planning Review
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Failed
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01/11/2024
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01/10/2024
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Final Landscape Plan - Submittal item Required
Final landscape plan has not been submitted with this application. A landscape plan WITH UTILITY OVERLAY is required at this time. Please read the landscape plan submittal requirements document available on the City webpage for a list of required items to include in a final landscape plan: www.cityofpuyallup.org/DocumentCenter/View/13103
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Final Landscape Plan - Soil Req.
Add the following note to the landscape plan and ensure there are no contradictory instructions.
“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 - 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 - Mulch Req.
Please amend Planting note #10 to state the following, "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." [landscape plan, L0.01]
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Final Landscape Plan - Native Plants
A minimum of 50 percent of the shrubs and ground covers used in projects under the requirements of the PMC and the VMS shall be native to the Puget Sound region. Please call out natives on the plant schedule for easy identification.
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Final Landscape Plan - Min Shrub Size
All shrubs required shall be no smaller than two (2) gallon in size at the time of planting. Please adjust the gallon size of the proposed perennials.
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Miscellaneous Planning Correction
Please update the landscape type code legend and site information section on the landscape plan set to the correct landscape types and their associated trees, on-center spacing, etc.
Front yard (east): Type Id
Rear yard (west): Type Ia
Interior side yard (north): Type Ia
Interior side yard (south): Type Ic & Type Ic -residential screen
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Final Landscape Plan - Sight Distance Standards
Sight Distance standards. Adjacent to public rights-of-way and points of access, no fences or landscape material at maturity, shall exceed three (3) feet above the local finish grade within a clear sight triangle. Please spec plants that meet this standard and, please show the sight distance area on the plans.
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Final Landscape Plan - Landscape Types
The City's Vegetation Management Standards Manual (VMS) outlines specific treatment “types” that are required to be adhered to, dependent upon the yard area the landscaping is located within. See the VMS, sections 13 and 14 for full details. The VMS can be downloaded here: https://www.cityofpuyallup.org/puyallupvms
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Final Landscape Plan - Trash Containers
All trash containers shall be screened from abutting properties and public rights-of-way by substantial sight-obscuring landscaping. Sight-obscuring fences and walls can be substituted for plant materials.
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Final Landscape Plan - Street Tree Site Prep
Street tree soil requirements. See section 8.2 of the VMS. Copy and paste the applicable section for street tree top soil and place on plans as requirement to meet the city standards.
Root barriers, in accordance with city standards, are required for all street trees. A minimum of 8’ of linear protection along the edge of the sidewalk adjacent to the street tree shall be provided, using a minimum 24” deep root barrier panels. See city standards #01.02.07 and #01.02.03 for further details. Please be aware of the following standards in the VMS and Public Works Engineering and Construction Standards (found here: www.cityofpuyallup.org/1445/100---Roadway ) as they apply to street trees: Integrate city standard detail 01.02.03 – root barrier detail. Integrate city standard detail 01.02.07 – street tree planting detail. Section 8.3 of the VMS requires (4”) of organic compost mulch or wood chips. Integrate city standard detail 01.02.08a – soil amendment and depth. NOTE: Top soil placement/installation specs, depth and quality standards can be found in section 8.2 of the VMS. For new construction, cut and paste ALL of section 8.2(b) of the VMS into the planting notes/details of the final landscape plan sheets. Section 12.3 (d) specifies minimum size and plant quality requirements. 1” DBH minimum for most new street trees. Integrate the Street Tree Installation Standards Table (page 25 of the VMS) into plan sets. Please observe required spacing standards, as outlined in the table, when preparing drawings. The city has required species mix requirements based on the quantity of street trees to be planted as a part of the project. See section 12.6 of the VMS for more information. Some common species of street trees are prohibited due to overuse and other reasons. Please check section 12.11 when specifying species to be planted. The city’s policy is to plant the largest canopy tree for the rooting/overhead space available (section 12.4, VMS). Please note this when specifying tree species for the planter strip.
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Final Landscape Plan - Street Tree Selection
Section 12.11 of the VMS lists prohibited street tree species. All tree selection shall follow the concept of ‘right-tree, right-place’; the largest tree should be used for the rooting and overhead space available to improve overall canopy coverage throughout the city. Select street tree species based on available planter strip with and availability of overhead canopy area.
If over head power exists on the front of the site; please choose from the Class I trees in the VMS. A mixture of street tree species generally shall be provided throughout site-specific developments to provide visual interest and to ensure that a mixture of tree species are used throughout the city, as follows:
A. For projects involving one (1) to three (3) trees, one (1) species may be used.
B. For projects involving four (4) to eight (8) trees, at least two different species and/or cultivars of trees shall be included. Trees in this category can be of the same genus but shall be of differing cultivars.
C. For projects involving nine (9) to fifteen (15) trees, at least three (3) different trees (all differing genus) shall be used.
D. For projects involving sixteen (16) or more street trees, at least four (4) different trees (all differing genus) shall be used.
Where a 10’ planter strip or larger exists or is being provided, a minimum of 25 percent of these trees shall be evergreen conifer. To prevent uniform disease susceptibility and eventual uniform senescence, no single species or cultivar shall make up more than 10 percent of the total City street tree population; no more than 20 percent of the total City street tree population shall be composed of one genus and no more than 30 percent of any one family. The Director may limit or adjust the required species mix on a given site, project, or area of the city if the proposed species presently or with the addition of the proposed trees would constitute over 15 percent of the total city-wide street tree species mix.
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Miscellaneous Planning Correction
As stated in the associated preliminary site plan conditions, staff is supportive of reducing the blank wall planter width along the south side of the building dependent upon mitigation in the form of CU-Structural plant soils (or equivalent) in a total soil volume equal to that which would have been provided if the full 15’ planter had been installed. Mitigation and installation details are required at the time of civil permit approval. This note was included on page L0.01 of the submitted landscape plans. Please include details for the mitigation and installation details as well as the proposed total soil volume that would be equal to if the full 15' planter had been installed.
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Other/Miscellaneous
As stated in the associated preliminary site plan conditions, the perimeter of all parking areas and associated access drives which abut public right-of-ways shall be screened with on-site Type I landscaping, earth berms, fencing, or a combination of both. The berm will need to be detailed to accurately depict the berm elevation, fence, and plantings on the final landscape plan and submitted with the associated civil permit application.
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Other/Miscellaneous
As stated in the associated preliminary site plan conditions, the eastern (front) property line is required to have Type Id landscaping, which includes a berm and retaining wall system per the VMS (a graphic is provided in VMS Chapter 14.1). Slopes with a width to height ratio up to a maximum of three to one (3:1), not to exceed 6’, shall be used.
With a 12' landscape buffer, the berm will be required to be 3' and include a retaining wall interior to the site. All plant materials shall follow Type 1a standards or PMC 20.26.500.
The civil grading sheet (C8) calls out the 2' high berm with 4:1 side slopes, but it is not shown on the landscape plan set.
Please include the Type Id landscaping along the eastern frontage in the final landscape plan as part of the civil application.
A building permit will be required for the retaining wall if it is 4' or higher.
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Other/Miscellaneous
All trees, including private onsite landscape trees, must meet the street tree installation standards table found in the VMS. It appears the many trees are proposed too close to underground utilities (water, sanitary sewer, storm sewer, gas power, other conduit). Please re-submit landscape plans with trees planted the proper distance from the underground utilities. Please do not reduce the tree count, but replant elsewhere onsite where the trees can fit without interfering with utility lines. As stated in previous correspondence, the City allowed for the proposal of two trees per 500SF of internal landscaping instead of two per internal landscaping island since they may not fit in the parking landscape island. Therefore, there cannot be a reduction of trees.
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Other/Miscellaneous
Southern Landscape Buffer
Along the RS-04 zone transition area on the southwest area of the site, the evergreen trees must be spaced no more than 15' on center and placed in a triangular pattern (having three equal sides, except in 15-foot-wide buffers) to resemble a natural growth pattern and to give depth and density to the screening.
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Other/Miscellaneous
Western landscape buffer
- Please provide details for the fence shown on the landscape plan set. As discussed in e-mail correspondence from 07/24/23, Type Ia landscaping is required along this property line, which includes a "six-foot-high masonry wall or wood opaque fence shall be established and maintained along the common property line at either edge of the landscape buffer." The plans state there is a 6' sight obscuring chain link fence, which is not an acceptable substitute for a wood opaque fence.
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Other/Miscellaneous
Southern Landscape Buffer
Please provide the height of the wall on the landscape plan set in the RS-04 zone transition landscape area.
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Other/Miscellaneous
Northern landscape buffer
Please update tree types to either class III or class IV since there is adequate space here for larger tree types.
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Other/Miscellaneous
Please provide details for the proposed plant for the trellis on the southern wall of the building. Invasive vines/plants are not permitted.
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Fire Review
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Approved
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01/11/2024
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01/10/2024
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Other/Miscellaneous
1. Provide stripping / Fire Lane / No Parking Sign layout in all areas detailed on plans per PMC.
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Other/Miscellaneous
1. Opticom required on gate, show details with placement and battery backup box.
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Public Works Water Review
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Failed
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01/11/2024
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01/03/2024
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See Document Markup
Civil Sheet C13: The existing water main is 8-inch ductile iron, not 12-inch as called out. Install a new 8-inch gate valve west of hydrant tee at connection point.
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See Document Markup
Civil Sheet C13: Both water mains that this looped water line will connect with are 8-inch. Is running a 12-inch line needed, or would an 8-inch line work?
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See Document Markup
Civil Sheet C13: Remove this water easement. This proposed water main loop will be private not public.
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See Document Markup
Civil Sheet C14: Hydrant is not shown. It looks like a retaining wall will be placed around fire hydrant. Call this retaining wall out, and provide a 3-foot clear zone around hydrant.
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See Document Markup
Civil Sheet C14: See comments on Sheet C13.
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See Document Markup
Civil Sheet C14: The existing 4-inch water service needs to be removed from the 6-inch water main on 15th St SE. Cut 6-inch cast iron water main 3-feet south of shown wet tap tee (heading west), and install 6-inch cap with blocking to abandon old service.
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See Document Markup
Civil Sheet C15: This proposed water main will be private from the west edge of the public sidewalk, and public to the east. Remove easement lines.
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See Document Markup
Civil Sheet C15: Show 2-inch gate valves on both water service connections.
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See Document Markup
Civil Sheet C15: The existing water service in this area needs to be removed from the 6-inch cast iron water main. Schedule a water main shutdown with the Water Division. Remove the tapping corporation stop and replace with a brass plug.
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See Document Markup
Civil Sheet C15: See comment of Sheet C13.
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See Document Markup
Civil Sheet C15: Call out the size of the FDC line.
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See Document Markup
Civil Sheet C15: The existing water main is 8-inch not 12-inch. This will be an 8-inch by 8-inch wet tap with a stainless steel tapping tee. Show the tapping gate valve on the plans.
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See Document Markup
Civil Sheet C15: In November 2022 a hydraulic model was produced with existing conditions for this site, which is available from the City. The existing water main size is smaller than these plans show. Will the available fire flow be sufficient for this proposed project?
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See Document Markup
Civil Sheet C15: This existing fire hydrant is off an 8-inch stub north of the hydrant. That stub connects to an 8-inch tee between two gate valves on the 8-inch water main located in 15th St SE east of the 6-inch water main. Instead of cutting in a new tee between the two water mains on 15th St SE to connect to the proposed water main loop, tie to the west side of the hydrant tee, install an 8-inch gate valve and connect at that point.
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See Document Markup
Civil Sheet C22: This water standard detail should be moved with the other water details on Sheet C24.
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See Document Markup
Civil Sheet C23: This water thrust blocking detail should be moved to Sheet C24 with the thrust blocking table detail.
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See Document Markup
Civil Resub Sheet C14: Install 6-inch not 8-inch cap 3-foot south of wet tap tee heading east.
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See Document Markup
Civil Resub Sheet C15: This will be an 8-inch by 8-inch wet tap, which requires a stainless steel tapping tee. Call out stainless steel tapping tee.
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See Document Markup
Civil Resub Sheet C15: The existing fire hydrant will need to be removed. Schedule at water main shutdown with the Water Division. Remove the hydrant and 6-inch gate valve and replace with a 6-inch blind flange on the existing tee.
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See Document Markup
Civil Resub Sheet L1.10: No trees within 10-feet of a fire line. Provide 3-foot clear zone around PIV.
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See Document Markup
Civil Resub Sheet L1.11: No trees within 10-feet of water main.
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Public Works Collection Review
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Approved
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01/11/2024
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12/18/2023
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See Document Markup
Is this existing CB being removed? If so, remove all piping and repair or patch any downstream structures. If this CB is to remain, remove any upstream piping that is not needed and repair or patch structure. If this CB is to remain the lid should be adapted to prevent collection of landscaping materials. [civil, pg 15]
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See Document Markup
The only known, active sanitary lateral tap for these parcels is located approximately at this point; 174 feet north of the manhole with no property line cleanout visible. It should be renewed in place to the main. Any other active sanitary services found on site shall be properly terminated. [civils, pg 15]
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See Document Markup
See note for existing lateral location; redevelopment shall utilize existing trench where possible. [civils, pg 15]
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See Document Markup
This existing type II CB should be replaced to meet current standard. It does not have a sump and also has a 6 inch concrete pipe from the south that will need to be removed. According to record drawings this pipe originates on site from behind the existing sidewalk. [civils, pg 9]
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Public Works Streets Review
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Failed
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10/03/2023
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10/05/2023
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See Document Markup
I do not see this detail on Sheet C22 or C25 civils , pg 16 SH
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See Document Markup
grind/overlay should end at new curb&gutter or end of project limits , civils pg 16 SH
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See Document Markup
markings shall be thermo plastic, civils pg 16 SH
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See Document Markup
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See Document Markup
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Engineering Traffic Review
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Failed
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10/03/2023
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10/05/2023
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Other/Miscellaneous
Provide separate streetlight design submittal (within civil plan set):
i. City standard streetlights are required every 150ft along 15th St SE.
ii. 15th St SE (Arterial) will require GE EVOLVE ELR2 Fixtures ERL2-3-23-A3-40-D-Gray-A-V1 (City to provide latest part numbers)
iii. It is the sole responsibility of the design engineer to ensure streetlight design/placement is outside of the 10ft minimum “safe zone” area from PSE primary.
iv. Streetlights shall have shorting caps installed with remote photocell located on the service cabinet.
Streetlight design shall provide the following:
1. Provide details on how streetlights will be powered
2. Location of conduit runs
3. Wiring Schedule
a. Conduit size and type for each raceway
b. Conductors details
4. Pole schedule
a. STA & offset for each luminaire
5. Show location of junction boxes
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Other/Miscellaneous
Design engineer must determine the required radius on the north side of intersection to allow inbound right trucks (SBR) to access site without encroaching into adjacent lane of (SB) traffic. AutoTurn analysis shows SBR truck encroaching into adjacent SB lane of traffic. Minimum radius for commercial driveway is 35ft. Pedestrian path across driveway should be
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Other/Miscellaneous
At the time of civil permit review provide a separate pavement striping plan (channelization) sheet for the City to review.
Provide a white thermoplastic crosswalk per City of Puyallup standards
Provide City standard STOP bar (thermoplastic) and STOP sign at driveway approach
Identify all thermoplastic striping to be replaced for half-street improvement (RR striping, STOP bars, Arrows, etc.)
Lane striping to be replaced with MMA
Please remove concrete path from commercial driveway approach. Pedestrian walking path should be asphalt with thermoplastic crosswalk bars.
Per conditions of the approved AMR for this project, the northern electronic gate access must be actuated by Opticom device. Please provided details of this design
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Fire Review
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Failed
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10/03/2023
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10/05/2023
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Other/Miscellaneous
1. Provide stripping / Fire Lane / No Parking Sign layout in all areas detailed on plans per PMC.
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Other/Miscellaneous
1. Opticom required on gate, show details with placement and battery backup box.
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Public Works Water Review
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Failed
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10/03/2023
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09/28/2023
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See Document Markup
Civil Sheet C13: The existing water main is 8-inch ductile iron, not 12-inch as called out. Install a new 8-inch gate valve west of hydrant tee at connection point.
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See Document Markup
Civil Sheet C13: Both water mains that this looped water line will connect with are 8-inch. Is running a 12-inch line needed, or would an 8-inch line work?
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See Document Markup
Civil Sheet C13: Remove this water easement. This proposed water main loop will be private not public.
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See Document Markup
Civil Sheet C14: Hydrant is not shown. It looks like a retaining wall will be placed around fire hydrant. Call this retaining wall out, and provide a 3-foot clear zone around hydrant.
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See Document Markup
Civil Sheet C14: See comments on Sheet C13.
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See Document Markup
Civil Sheet C14: The existing 4-inch water service needs to be removed from the 6-inch water main on 15th St SE. Cut 6-inch cast iron water main 3-feet south of shown wet tap tee (heading west), and install 6-inch cap with blocking to abandon old service.
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See Document Markup
Civil Sheet C15: This proposed water main will be private from the west edge of the public sidewalk, and public to the east. Remove easement lines.
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See Document Markup
Civil Sheet C15: Show 2-inch gate valves on both water service connections.
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See Document Markup
Civil Sheet C15: The existing water service in this area needs to be removed from the 6-inch cast iron water main. Schedule a water main shutdown with the Water Division. Remove the tapping corporation stop and replace with a brass plug.
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See Document Markup
Civil Sheet C15: See comment of Sheet C13.
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See Document Markup
Civil Sheet C15: Call out the size of the FDC line.
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See Document Markup
Civil Sheet C15: The existing water main is 8-inch not 12-inch. This will be an 8-inch by 8-inch wet tap with a stainless steel tapping tee. Show the tapping gate valve on the plans.
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See Document Markup
Civil Sheet C15: In November 2022 a hydraulic model was produced with existing conditions for this site, which is available from the City. The existing water main size is smaller than these plans show. Will the available fire flow be sufficient for this proposed project?
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See Document Markup
Civil Sheet C15: This existing fire hydrant is off an 8-inch stub north of the hydrant. That stub connects to an 8-inch tee between two gate valves on the 8-inch water main located in 15th St SE east of the 6-inch water main. Instead of cutting in a new tee between the two water mains on 15th St SE to connect to the proposed water main loop, tie to the west side of the hydrant tee, install an 8-inch gate valve and connect at that point.
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See Document Markup
Civil Sheet C22: This water standard detail should be moved with the other water details on Sheet C24.
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See Document Markup
Civil Sheet C23: This water thrust blocking detail should be moved to Sheet C24 with the thrust blocking table detail.
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Planning Review
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Failed
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10/03/2023
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09/26/2023
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Final Landscape Plan - Submittal item Required
Final landscape plan has not been submitted with this application. A landscape plan WITH UTILITY OVERLAY is required at this time. Please read the landscape plan submittal requirements document available on the City webpage for a list of required items to include in a final landscape plan: www.cityofpuyallup.org/DocumentCenter/View/13103
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Engineering Civil Review
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Failed
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10/03/2023
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09/26/2023
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See Document Markup
Sheets C11 and C12 are both vault details. Update the index for sheets C11-C17. [civils, pg 1]
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See Document Markup
Separate the amount of on-site cut/fill. Is the site cutting or filling? [civils, pg 1]
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See Document Markup
The transformer pad is not shown per keynote. Indicate this location. [civils, pg 4]
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See Document Markup
Provide a grade break in front of the enclosure to prevent stormwater runoff from entering the enclosure. [civils. pg 7]
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See Document Markup
Redesign the trash enclosure per design standard 208.1. Provide a type 1 CB at the center of the trash enclosure and plumb it to sewer. [civils, pg 13]
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See Document Markup
Whom is this water easement for? If granted to the city, it would need to be centered in a 40' wide easement. [civils, pg 13]
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See Document Markup
Provide a draft easement for the water main per the following link: chrome-extension://efaidnbmnnnibpcajpcglclefindmkaj/https://www.cityofpuyallup.org/DocumentCenter/View/7331/Appendix-C-?bidId= [civils, pg 13]
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See Document Markup
What depth is the water main proposed? City standards required 36" of cover. [civils, pg 13]
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See Document Markup
Create a note that informs the contractor to install detectable marking tape approximately 1.5' above the top of the pipe along the entirety of the main and services. Detectable table shall be blue in color and meet the material requirements specified in standard specification 9-15.18. [civils, pg 13]
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See Document Markup
Revise the text overlap and show the hydrant. [civils, pg 14]
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See Document Markup
Revise to a DDCVA. [civils, pg 15]
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See Document Markup
Revise the water service line to connect to the DCVA [civils, pg 15]
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See Document Markup
Is this representing a roof drain? If not provide utility crossing information. [civils, pg 15]
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See Document Markup
Provide utility crossing information. [civils, pg 15]
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See Document Markup
It doesn't appear that a 1" water service is proposed on the plans. Revise page 15 or remove this detail. [civils, pg 24]
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See Document Markup
Include city standards 03.10.01-1 and 03.10.01-2 Double Detector Check Valve Assembly Installation and notes. [civils, pg 24]
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See Document Markup
Revise curb and gutter reference to sheet 22 [civils. pg 16]
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See Document Markup
Additional street lighting plan information was not submitted. Include a complete street light design for the next round of review as part of the civil set. [civils, pg 16]
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See Document Markup
Include city standard details for the proposed street lighting. [civils, pg 26]
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See Document Markup
Is this representing a service cabinet and junction boxes? Provide a callout for the streetlight information. [civils, pg 16]
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See Document Markup
Revise text overlap. [civils, pg 8]
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See Document Markup
Revise pipe slope to a minimum 0.5% [civils, pg 9]
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See Document Markup
This flow arrow is pointing the wrong direction. [civils, pg 9]
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See Document Markup
Provide the stormwater pipe diameter, material and length on this sheet. [civils, pg 9]
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See Document Markup
Denote WQ1 vs WQ2 details [civils, pg 20]
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See Document Markup
Revise minimum pipe slope to 0.5%. [civil plans, pg 9]
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See Document Markup
Revise minimum pipe slopes to 0.5%. [civils, pg 7]
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See Document Markup
Provide utility crossing information. [civils, pg 7]
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See Document Markup
Revise minimum pipe slopes to 0.5%. [civils, pg 7]
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See Document Markup
Provide pipe material, diameter and slope. Ensure this is a minimum of 0.5%. [civils, pg 7]
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See Document Markup
The IE for the vault and CB #1 are the same. This run of pipe is flat, not 0.37%. [civils, pg 7]
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See Document Markup
Provide a detail for the wall. Show the drainage for the wall such that it will not surcharge due to stormwater flows. [civils, pg 7]
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See Document Markup
Provide a detectable warning surface at the bottom of the proposed ramp. [civils, pg 10]
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See Document Markup
ADA parking stall signs? Reference the detail on sheet 21. [civils, pg 21]
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See Document Markup
There is no V1 or V2 detail on sheet 11. Revise reference to sheet 12. [civils, pg 11]
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See Document Markup
What are these dashed lines representing? [civils, pg 11]
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See Document Markup
Show the existing wetland in which the project discharges too. [storm report, pg 11]
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See Document Markup
A CSWPP was not submitted under a separate cover. Provide this document during the next submission. [drainage report, pg 15]
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See Document Markup
Identify source control BMP's within this section of MR 3 to be followed during construction. [drainage report, pg 15]
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See Document Markup
Include the new plus replaced hard surfaces within the WWHM calculation. These surfaces should be mitigated if possible, otherwised be modeled as bypass. [drainage report, pg 31]
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See Document Markup
Include the bypass basin within the table. [drainage plans, pg 110]
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See Document Markup
Fill out the rest of this site specific data chart. [civils, pg 114]
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See Document Markup
The conveyance pipe calculation shows 7 pipe connections unable to convey the 25 year storm event. Revise accordingly.[drainage report, pg 146]
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See Document Markup
CB#1 on sheet 7 shows the ie's as 50.16. Revise accordingly. [civils, pg 18]
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See Document Markup
The WWHM calculation only provides a single orifice, why are two orifices proposed on the control structure detail? [civils. pg 18]
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See Document Markup
City standard 02.03.05 is not applicable for inlet protection within the 15th St SE roadway. Use the silt sock detail on page 19 instead. [civils, pg 3]
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See Document Markup
Call out this wall. [civils, pg 4]
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See Document Markup
Provide information regarding the proposed wall storm drainage. [civils, pg 7]
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See Document Markup
What material is proposed for the temporary piping? [civils, pg 3]
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See Document Markup
How will stormwater within this area be collected and conveyed to the temporary sediment pond? [civils, pg 3]
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See Document Markup
Show the permeable divider. [civils, pg 3]
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See Document Markup
Provide details for the proposed sediment ponds and risers. You may use DOE's details. [civils, pg 3]
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See Document Markup
Show the location of the concrete washout area. [civils, pg 3]
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See Document Markup
Show the location of the settlement markers to not be disturbed. [civils, pg 3]
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See Document Markup
Provide sizing calculations for both the west and east temporary sediment ponds. Also include calculation for the principal spillway, emergency overflow spillway, and dewatering orifice. [drainage report, pg 26]
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See Document Markup
Revise this sheet to match the information provided on sheet 3 of the clear, fill and grade plans per permit PRGR20230909. Be sure to include information regarding site discharge, sampling and treatment. [civils, pg 3]
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Provide required pond square footages. [civils, pg 3]
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Provide a detail for the proposed wall. Be sure to include the wall drainage. [civils, pg 4]
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Provide a type 1 catch basin centered in the trash enclosure and connect to city sewer. See city design standard 208.1 for more information. [civils, pg 7]
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The trash enclosure must be covered. Additionally, the roof downspouts must be connected to the storm system. [civils, pg 7]
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Provide a maximum 2% cross-slope for the pedestrian access route from the stalls to the building. [civils, pg 10]
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Remove sediment pond layer from this sheet. [civils, pg 7]
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Include the frontage improvements in the right of way for the existing and proposed conditions map. [drainage report, pg 30]
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Pasture vegetation is reserved for rural areas where forest has been cleared and replaced with shrubs or grass lots. Revise the existing pervious conditions to be lawn vegetation. See III-2.2 Continuous Simulation Models within the DOE manual for more information. [drainge report, pg 75]
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The west side of the model does not appear to correctly represent the site conditions. CB's 19, 18, 17 and the associate pipes are missing from the model. Additionally, there is not a water quality device on the far western portion of the parking lot. [drainage report, pg 130]
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A portion of the roof is bypassing treatment. Show this in the WWHM model. [drainage report, pg 41]
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Landscape plans are reviewed along with the civil permit. Revise the refrence to the building permit. [civils, pg 4]
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Public Works Collection Review
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Failed
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10/03/2023
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09/18/2023
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Is this existing CB being removed? If so, remove all piping and repair or patch any downstream structures. If this CB is to remain, remove any upstream piping that is not needed and repair or patch structure. If this CB is to remain the lid should be adapted to prevent collection of landscaping materials. [civil, pg 15]
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The only known, active sanitary lateral tap for these parcels is located approximately at this point; 174 feet north of the manhole with no property line cleanout visible. It should be renewed in place to the main. Any other active sanitary services found on site shall be properly terminated. [civils, pg 15]
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See note for existing lateral location; redevelopment shall utilize existing trench where possible. [civils, pg 15]
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This existing type II CB should be replaced to meet current standard. It does not have a sump and also has a 6 inch concrete pipe from the south that will need to be removed. According to record drawings this pipe originates on site from behind the existing sidewalk. [civils, pg 9]
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