| Review Type |
Outcome |
Est. Completion Date |
Completed |
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Public Works Water Review
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Failed
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04/21/2025
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04/22/2025
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See Document Markup
Civil, C2: 8" MJ x 6" Fl Tee, and 6" Fl x MJ GV
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See Document Markup
Civil, C2: The size of the fire line is not called out. Add a gate valve at the tee, so the fire line can be shut off if the above ground post indicator valve gets damaged.
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See Document Markup
Civil, C2: Call out and show a 2-inch gate valve at the water service connection to the water main.
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See Document Markup
Civil, C2: This is a proposed 8-inch water main. It should be shown in proposed black, not existing gray.
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See Document Markup
Civil, C2: The end use of these storage units are not defined. Protect this water service with an above ground RPBA placed 3'foot south of water meter.
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See Document Markup
Civil, C2: Relocate water meter on the edge, inside the public right-of-way.
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See Document Markup
Civil, C3: The 8-inch ductile iron water main comes out of the intersection and transitions to 4-inch wrought iron (steel) pipe heading south. The 4-inch pipe will have to be replaced with new 8-inch ductile iron class 52 pipe for this project.
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See Document Markup
Civil, C3: The existing water service will have to be replaced from the new 8-inch water main to the customer's side of a new water meter setter, after the new water main has passed purity and pressure tests and is on-line.
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See Document Markup
Civil, C3: The 8-inch ductile iron water main that will need to be extended south on 7th St SE, can end at the tee for the proposed 8-inch water main to the west. Locate this tee 3-feet north of storm line to keep better separation between the parallel water and sewer lines. Install bends if needed to keep the proposed water main inside the public right-of-way. Call out the 8-inch gate valve on the west side of the proposed tee.
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See Document Markup
Civil, C5: Add City Standard details 03.01.01 and 03.04.02 to this plan set.
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Planning Review
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Failed
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04/21/2025
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04/21/2025
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Final Landscape Plan - Daffodils
Daffodils Required: The Puyallup area has a long history with daffodil bulb agricultural cultivation. To reflect that cultural heritage, daffodils shall be used in all perimeter yard areas. All perimeter landscape yard areas required by PMC 20.58 shall include Narcissus trumpet 'King Alfred' or ‘Dutch Master’ in the first 3’ of landscape areas behind the property line, planted at 6” on-center. Other groupings of Narcissus shall be used in groupings through landscape areas. A. Daffodil Bulbs may be interspersed throughout the perimeter landscape areas with standard landscaping shrubs/ground cover/trees, as required. B. Other varieties of Narcissus trumpet may be used, with the preference of 'King Alfred' or ‘Dutch Master’ in the frontage areas closest to any property line for visibility from the right of way. C. Daffodil bulb planting shall be completed at appropriate time of year to allow establishment (September – November). Applicants may be required to post an assignment to secure the installation at the appropriate time of year. Project landscape architect may spec an alternative time of year to plant, such as during the winter or very early spring.
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Final Landscape Plan - Soil Req.
Add the following note to the landscape plan, “A minimum of eight (8) inches of top soil, containing ten percent dry weight in planting beds, and 5% organic matter content in turf areas, and a pH from 6.0 to 8.0 or matching the pH of the original undisturbed soil. The topsoil layer shall have a minimum depth of eight inches (8”) except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 6 inches with some incorporation of the upper material to avoid stratified layers, where feasible. Installation of the eight inches (8”) of top soil, as described above, shall generally be achieved by placing five inches (5”) of imported sandy-loam top soil into planned landscape areas (sub-base scarified four inches (4”)) with a three-inch (3”) layer of compost tilled into the entire depth.”
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Final Landscape Plan - 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.
Add the following note to the civil plans, "All planting areas shall be mulched with a uniform four (4”) inch layer of organic compost mulch material or wood chips over a properly cleaned, amended and graded subsurface."
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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 - Stormwater Facilities
Storm water facilities, including bioretention areas, swales, and raingardens, shall be landscaped in accordance with SLD-02, contained in the Vegetation Management Standards Manual (VMS).
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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 - Street Tree Site Prep
See section 8.2 of the VMS. Copy and paste the applicable section for top soil and place on landscape plan set 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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Miscellaneous Planning Correction
All internal landscape islands and connector strips shall include a double row (horizontally) of structural soil cells – often called “Silva Cells”, or equivalent - along the perimeter of all internal islands in parking stall areas only (under the pavement directly abutting the outer edge of the landscape island) to provide additional soil volume for tree growth. The landscape architect shall provide manufacturer’s installation details for internal parking lot landscaping soil installation, including required structural soil cells, on the final landscape plan set. See section 8.2 of VMS for soil quality standards.
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Final Landscape Plan - Tree and utility conflicts
To avoid conflicts between underground and overhead utilities and trees as the grow and mature, please review the VMS tree installation standards table for required distances from various utilities and improvements.
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Other/Miscellaneous
Please display utility lines on the landscape plan. Please reference VMS 12.4 for street tree installation standards table that outlines required spacing.
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Other/Miscellaneous
Condition of approval from conditional use permit PLCUP20220162:
Per (PMC 20.30.037 (2)(a)) and (PMC 20.26.300 (3)(b)(i)), the pedestrian plaza is required to include amenities such as bike parking, bench seating, planters, fountains, artwork, decorative railing, decorative light fixtures, hanging baskets or other features that are pedestrian scaled in nature. Please be sure to include these amenities on the site plan when you submit your civil permit application.
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Public Works Collection Review
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Approved
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04/21/2025
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04/21/2025
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Engineering Civil Review
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Failed
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04/21/2025
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04/18/2025
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See Document Markup
Show onsite utilities overlaid on landscape plan. [EN-04]
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See Document Markup
Confirm correct Project Name. The permit was submitted as Keimig Self Storage. Remove "Conditional Use Permit" from project name. [Civil Plans, C1]
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See Document Markup
Add Other permits note referring to the conditional use permit and other related permits: Preapp, CUP, building, AMRs etc. [Civil Plans, C1]
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See Document Markup
Replace PRELIMINARY SITE PLAN with CIVL PLANS. [Civil Plans, C1]
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See Document Markup
Add City General notes from City Standards Section 2.0 [Civil Plans, C1]
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See Document Markup
Add date to engineer stamp [Civil Plans, C1]
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See Document Markup
provide a 2.25" x 3.25" blank block for placeholder on each sheet in or next to title block for City approval stamp [Civil Plans, C1]
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See Document Markup
Submit stamped survey with Civil Plans [Civil Plans, C1]
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See Document Markup
All plan sets shall reference the City of Puyallup Standard Details applicable for the project. Where a particular item is called out on the plans, a note shall be included on the drawing identifying the applicable City Standard Detail referencing the plan sheet the detail is located on and the City Standard number (i.e., for a fire hydrant located on the plans, the note should read “SEE CITY STANDARD NO. 03.05.01 ON
SHEET 3 OF 3). All other required details not standarized by the City of Puyallup shall be shown on a separate detail sheet.
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See Document Markup
Indicate City-established benchmark (BM) used with number and elevation. [Civil Plans, C1]
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See Document Markup
Show current zoning of site and of adjacent properties [Civil Plans, C1]
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See Document Markup
Lot size(s) with perimeter distances and bearings of the site shall be shown on the plans. [Civil Plans, C1]
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See Document Markup
This is not the permit number for this project [Civil Plans, C1]
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See Document Markup
Proposed and existing rights-of-way and easements shall be clearly identified and dimensioned. [Civil Plans, C1]
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See Document Markup
Copy of CUP conditions with responses to how and where they are being met. [Civil Plans, C1]
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See Document Markup
Provide cut and fill quantities [Civil Plans, C1]
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See Document Markup
Provide construction sequence on TESDC Plan per Section 501.6 [Civil Plans, C1]
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See Document Markup
Provide soil stabilization note based on City Standard Section 501.5 [Civil Plans, C1]
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See Document Markup
Provide sheet index [Civil Plans, C1]
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See Document Markup
Mask text or adjust Viewport to resolve conflicts with text and compass rose. [Civil Plans, C2]
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See Document Markup
Resolve all text conflicts (masking or freezing ex labels may help resolve these). [Civil Plans, C2]
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See Document Markup
Grading plan required showing final grading with labeled proposed contours, more spot elevations and ADA details showing elevations and slopes. [Civil Plans, C2]
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See Document Markup
On Drainage Plan, show existing natural drainage ways such as swales, ditches, etc. Show path of flow with arrows and elevations [Civil Plans, C2]
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See Document Markup
Label existing contours [Civil Plans, C2]
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See Document Markup
Reference details for bike rack and planters. are these by architect? [Civil Plans, C2]
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See Document Markup
Storm cleanouts needed at 90 degree bends [Civil Plans, C2]
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See Document Markup
Show cleanout rim elevations [Civil Plans, C2]
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See Document Markup
Pipes within pavement with less than 1 foot of cover not allowed. pipes between 1 foot and 3 feet shall be DI. [Civil Plans, C2]
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See Document Markup
Specify meter size and COP details [Civil Plans, C2]
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See Document Markup
show final location of water service to building [Civil Plans, C2]
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See Document Markup
Provide curb details and line and curve tables. [Civil Plans, C2]
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See Document Markup
what will the pavement transition look like between the alley paving and driveways/pedestrian plaza? [Civil Plans, C2]
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See Document Markup
Provide draft dedication agreement or recorded dedication documentation. [Civil Plans, C2]
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See Document Markup
Remove cut off text. [Civil Plans, C2]
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See Document Markup
Callout ex pipe sizes and materials. [Civil Plans, C2]
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See Document Markup
Add utility crossing separation note with limits of separation. [Civil Plans, C2]
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See Document Markup
1.5'
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See Document Markup
Call out centerline [Civil Plans, C2]
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See Document Markup
Pipes within pavement with less than 1 foot of cover not allowed. pipes between 1 foot and 3 feet shall be DI. [Civil Plans, C2]
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See Document Markup
place cleanout at property line and add sampling tee
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See Document Markup
Leader is not pointing to what it is calling out. [Civil Plans, C2]
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See Document Markup
ADA sign not shown as called out. [Civil Plans, C2]
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See Document Markup
Show all off-site improvements and callouts on a separate sheet. [Civil Plans, C2]
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See Document Markup
Add 811 note on plan sheet [Civil Plans, C2]
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See Document Markup
Add utility pothole note [Civil Plans, C2]
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See Document Markup
Darken layer color of proposed water line on this sheet. [Civil Plans, C2]
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See Document Markup
Resolve text conflict [Civil Plans, C2]
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See Document Markup
Label all streets [Civil Plans, C2]
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See Document Markup
Off-site plans (public right-of-way) shall be on plan/profile sheets. Each sheet shall have the corresponding plan/profiles on the same sheet with aligned stationing for each street. The consistency between the horizontal scale and the vertical scale shall be on a ratio of 10 to 1 (i.e., 1" = 20' horizontal; 1" = 2' vertical). See Appendix A plan review checklist to ensure plans are complete. [Civil Plans, C2]
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See Document Markup
Show off-site pavement Restoration limits and provide applicable details related to street restoration. [Civil Plans, C2]
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See Document Markup
Call out monument. It may be impacted. Add monument note and detail [Civil Plans, C2]
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See Document Markup
Additional sewer existing conditions needed [Civil Plans, C2]
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See Document Markup
Sewer bypass plans needed to ensure sewer service is not interrupted during construction [Civil Plans, C2]
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See Document Markup
Provide shoring notes [Civil Plans, C2]
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See Document Markup
Callout all existing pipe types, sizes, and materials [Civil Plans, C2]
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See Document Markup
Show ROW dimensions. [Civil Plans, C2]
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See Document Markup
Crossing [Civil Plans, C2]
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See Document Markup
Crossing [Civil Plans, C2]
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See Document Markup
missing water main callouts. [Civil Plans, C2]
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See Document Markup
Provide sta and offset for proposed manholes in ROW. [Civil Plans, C2]
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See Document Markup
Confirm unmapped pipe connecting to this Sewer cleanout. [Civil Plans, C2]
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See Document Markup
Here is another unmapped pipe. [Civil Plans, C2]
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See Document Markup
Is there an easement here?. [Civil Plans, C2]
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See Document Markup
Provide the following details and any others that apply:
alley cross section
half street improvement
street patch
utility crossing
utility locations
approach site distance
catch basin frame and grate
monument
water valves
trust blocking table
vertical blocking if applicable
water vault
utility trench bedding and backfill
Manhole ring and cover
Manhole step and ladder
[Civil Plans, C5]
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See Document Markup
EX sewer cleanout in this vicinity not shown [Civil Plans, C2]
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See Document Markup
Engineer's stamp required date with signature. [Storm Report, Pg 1]
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See Document Markup
Revise highlighted portions. There is no SFR on the lot and the lot is accessed by a public alley. The CIty does not have a 111th St [Storm Report, Pg 2]
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See Document Markup
Refer to the 2019 Ecology Manual for Western Washington. [Storm Report, Pg 3]
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See Document Markup
MR 3 does not involve the TESC plan. [Storm Report, Pg 3]
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See Document Markup
State which list is being used. Remove BMP consideration here and refer to the section below on Page 5. [Storm Report, Pg 3]
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See Document Markup
MR 7: Reference a WWHM report for the 0.15 cfs criteria. [Storm Report, Pg 3]
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See Document Markup
State specific depth ground water is below ground elevation. [Storm Report, Pg 4]
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See Document Markup
Reconsider permeable pavement. ground water limit is 1 ft below bottom of facility. [Storm Report, Pg 5]
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See Document Markup
Bioretention and concentrated flow dispersion were not analyzed in the report. [Storm Report, Pg 5]
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See Document Markup
Include basin map of site showing TDAs for pre and post developed conditions. [Storm Report, Pg 6]
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See Document Markup
Provide test results from piezometer. [Storm Report, Pg 12]
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See Document Markup
Provide calculations for infiltration rates. [Storm report, Pg16]
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See Document Markup
Provide continuous groundwater monitoring during winter months per Section III-3.2 of Ecology Manual. [Storm report, Pg16]
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See Document Markup
The lot presently contains a single-family dwelling along with a driveway.
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See Document Markup
111th St.
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See Document Markup
111th S
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See Document Markup
111th St.
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See Document Markup
111th
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See Document Markup
This property has an existing sewer service in this general location. Their sewer service must be maintained in the new design. [Civil Plans, C2]
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See Document Markup
EX 6" sewer lateral serving 110 7th ST connects in this general vicinity. Replace 6" lateral with currently proposed manhole and main. [Civil Plans, C2]
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Public Works Streets Review
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Failed
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04/21/2025
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04/18/2025
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Comment
I do not see pavement restoration details and extents, needs to be more than trench patch
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Engineering Traffic Review
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Approved
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04/21/2025
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04/15/2025
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Fire Review
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Failed
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04/21/2025
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04/02/2025
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Other/Miscellaneous
1. Provide vehicle impact protection (bollards) for FDC, PIV, and hydrant
2. Provide riser room location. This should be a known at this stage.
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