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Engineering Permit Application Status
PRCCP20231136
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Date Returned | Name |
---|---|
09/19/2023 | Taco Time Civil Plans 073123 (Flattened) |
09/19/2023 | Taco Time 28JULY2023 CD LAND-IRR SET (Flattened) |
09/19/2023 | Taco Time Source Control 20230714 (Flattened) |
09/19/2023 | 1136 Stormwater Report (1) (Flattened) |
09/19/2023 | 1136 O and M (1) (Flattened) |
Review Type | Outcome | Est. Completion Date | Completed |
---|---|---|---|
Engineering Traffic Review | Failed | 10/05/2023 | 09/19/2023 |
Bryan Roberts
((253) 841-5542)
Send Email
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Other/Miscellaneous
Outstanding
09/15/2023
Per Preliminary Site Plan approval conditions:
Sight distance analysis will be required during civil review to ensure driveway(s) can meet City standards for entering sight distance. Any sight obstructions (signage, trees, fences, etc.) must be identified.
During civil design channelization/striping plan will be required. Proposed channelization arrows & striping cannot be located on sidewalk. Arrows must be thermoplastic.
During civil design AutoTurn analysis will be required to ensure design vehicles can safely navigate site.
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Planning Review | Failed | 10/05/2023 | 09/15/2023 |
Nabila Comstock
((253) 770-3361)
Send Email
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Final Landscape Plan - Soil Req.
Outstanding
09/05/2023
Please replace Planting Note #5 (1) with the following note on 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.” [landscape plan, L-2]
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Final Landscape Plan - Mulch Req.
Outstanding
09/05/2023
Add the following note to the civil plans and update any other notations with anything other than 4" of mulch to be consistent with this requirement, "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, L-2]
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Final Landscape Plan - Min Shrub Size
Outstanding
09/05/2023
All shrubs required shall be no smaller than two (2) gallon in size at the time of planting [landscape plan, L-1]
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Final Landscape Plan - Min Coniferous Tree Size
Outstanding
09/05/2023
Coniferous evergreen trees shall be a minimum of 5 to 6 feet in height.
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Final Landscape Plan - Plant Quantities
Outstanding
09/05/2023
Please spec the total quantity of plants and on-center spacing for all landscape areas in the plant schedule.
Type IIa Landscaping:
The type IIa treatment standard is intended to apply most often to non-residential
commercial and mixed-use development. A single row of medium to large trees (or small trees if
overhead utilities are present) suitably spaced in association with a 50/50 mix of evergreen and
deciduous shrubs to provide the minimum 75 percent visual separation up to a height of 4.5 feet
above the local grade within three years. Trees shall be planted at intervals of no greater than 30
feet. Appropriate shrub masses and living ground cover shall provide 75 percent ground area
coverage within three years. Shrubs shall be placed at 5–7-foot center intervals throughout the
planting area, with ground cover plantings placed at 18-36” on-center intervals. Shrubs shall be
alternated, modulated and designed to provide a visual variation in height, depth, contrasting
colors and textures. No turf grass shall be planted within the required landscape yard (typically
10-12’ for front and street side yard areas, see PMC 20.58.005 (2). Bio-swales or rain gardens
may be placed within these landscaping areas as long as they are designed to meet the intent of
this section.
For Type IIIa Landscaping:
A minimum of one row of trees, consisting generally of native deciduous trees but may
include up to 50 percent native evergreen conifer trees that will create a grouped cluster of
canopy coverage. Appropriate native flowering shrubs (see list above) shall provide 75 percent
visual buffering from the ground to six feet above abutting area grade. One shrub shall be
provided at 7.5’ minimum on center spacing intervals – species shall be alternated and
successive species of blooming native shrubs for early, mid/early, mid and late season shall be
used. Additional shrubs and live NW native ground cover species shall cover at least 75 percent
of planting area within three years. At least one tree shall be provided for each 40 lineal feet.
Tree spacing may be adjusted to better suit the selected species and installation size while still
achieving the intended result of clustered canopy grouping over the lower planting in a timely
manner. Bio-swales or rain gardens may be placed within these landscaping areas as long as they
are designed to meet the intent of this section.
[landscape plan, L-1]
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Final Landscape Plan - Stormwater Facilities
Outstanding
09/05/2023
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 - Tree protection plan
Outstanding
09/05/2023
Existing trees to be retained must be clearly marked on the final clearing and grading plan, and final landscape plan. Tree protection fencing and signage shall follow the city standard detail, see appendix 20.5. Standard detail shall be included on all plan sets with vegetation which is scheduled for retention and protection. All critical root protection zones (CRPZ) shall be shown on plan sets in diameter from the center of the tree. In determining tree CRPZ, the following standards shall be used.In establishing the extent of the Critical Root Protection Zone (CRPZ) for individual significant trees, groupings of significant trees, a stand of significant trees, or a heritage tree the following formula shall be used: Individual tree diameter (in inches) X 2, converted into feet = CRPZ, in diameter (Example: 20” tree X 2 = 40’ CRPZ diameter). The following minimum performance standards shall be used to determine the extent of allowable impacts to the CRPZ of significant trees: For significant trees, a minimum of 50 percent of the critical root zone must be preserved at natural grade, with natural ground cover. The protection zone may be irregular. The plan set shall provide a total square footage of CRPZ area and show the % of disturbance area. For heritage trees, a minimum of 75 percent of the critical root zone must be preserved at natural grade with natural ground cover. The protection zone may be irregular. The plan set shall provide a total square footage of CRPZ area and show the % of disturbance area. No cut or fill greater than four (4) inches in depth may be located closer to the tree trunk than ½ the CRPZ radius distance. (Example, 20-inch DBH tree has a 40’ CRPZ area (in diameter) - meaning no cut or fill greater than 4” in depth is allowed within 20’ of the tree trunk). No cut or fill within the distance from the tree which is three (3) times the trunk DBH is allowed. (Example, 20-inch DBH tree X 3 = 60”, meaning no cut is allowed within 60-inches of a tree which has a 20-inch diameter trunk). These criteria represent minimum standards for determining whether or not a tree may be required to be retained. Greater impacts may be allowed, provided that all design alternatives have been proven unfeasible and that a pre-conditioning and after care mitigation program is established. See section 10.1 of the VMS, and referenced appendices for more information.
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Final Landscape Plan - Sight Distance Standards
Outstanding
09/05/2023
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. Current proposed plants exceed the maximum 3-foot maturity. [landscape plan, L-1]
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Final Landscape Plan - Landscape Types
Outstanding
09/05/2023
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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See Document Markup
Outstanding
09/05/2023
Verify that the total estimated topsoil required is for the 8-inch minimum soil standard for all landscaped areas. Your 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. [landscape plan, L-1]
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Final Landscape Plan - Trash Containers
Outstanding
09/11/2023
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. Show trash enclosure area on landscape plan set.
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Final Landscape Plan - Details
Outstanding
09/11/2023
Add required landscape details to plan: Detail 01.02.07, 01.02.03, 01.02.05, 01.02.06, 01.02.08
Landscape details can be found at: https://www.cityofpuyallup.org/1445/100---Roadway
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Landscaping Req.: General (VMS)
Outstanding
09/11/2023
Landscaping Requirements: PMC 20.58 outlines landscaping requirements. All portions of a lot not devoted to building, future building, parking, access drives, walks, storage or accessory uses shall be landscaped in a manner consistent with the requirements of this chapter. The City also has a companion design manual – the Vegetation Management Standards (VMS) manual – found here: www.cityofpuyallup.org/puyallupvms. Please consult both the code landscape code section and the VMS for a full list of landscape requirements.
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Miscellaneous Planning Correction
Outstanding
09/12/2023
As a condition of approval of the associated preliminary site plan, we require a tree risk assessment or be performed by a certified arborist:
Existing tree(s) on the site which are larger than 15" in Diameter at Breast Height (DBH) are considered to be a 'significant tree' and must be retained, where possible. If your site includes any significant trees, then you must include a tree risk assessment completed by a certified arborist and provided with your civil permit application.
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See Document Markup
Outstanding
09/13/2023
Please re-vegetate the disturbed area with native conifers and shrubs. No native conifers have been proposed in this area. Options for native conifers can be found in VMS 12.7 and must meet spacing standards. [landscape plan, L-1]
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See Document Markup
Outstanding
09/13/2023
Any required trees that are proposed too close to utility lines and are unable to be moved to meet the 10ft spacing requirement from utilities shall be moved to this lawn area if possible. Use root barriers per engineerings direction if necessary. [landscape plan, L-1]
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Other/Miscellaneous
Outstanding
09/13/2023
Trees are required to be spaced at least 7.5' from the driveway (measured from the outer edge of driveway paving). Please adjust accordingly. [landscape plan, L-1]
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Other/Miscellaneous
Outstanding
09/13/2023
Silva cells are required around all internal landscape islands. Please show on landscape plans and include silva cell detail on the landscape plan set mirroring the approved storm plans from the preliminary site plan. [landscape plan]
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Other/Miscellaneous
Outstanding
09/14/2023
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. [landscape plan, L-1]
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See Document Markup
Outstanding
09/14/2023
Coniferous evergreen trees shall be a minimum of 5-6ft in height per VMS 7.2(f)
[landscape plan, L-1]
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See Document Markup
Outstanding
09/14/2023
Eastern landscape buffer required to be a minimum of 6'. Plans measure to be 5'5". [landscape plan, L-1]
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See Document Markup
Outstanding
09/14/2023
Label retaining wall on plan set [landscape plan, L-1]
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Final Landscape Plan - Street Tree Site Prep
Outstanding
09/14/2023
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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See Document Markup
Outstanding
09/14/2023
Add a tree selected from the Class III or Class IV street tree list show in section 12.9 or 12.10 of the VMS in this parking lot landscape island [landscape plan, L-1]
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See Document Markup
Outstanding
09/15/2023
Type IIIa landscaping requires trees to be selected from the list of Class IV large street trees list. Adjust plans and plant schedule accordingly. (landscape plan, L-1]
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See Document Markup
Outstanding
09/15/2023
Plant schedule should propose trees from VMS Chapter 12. Please remove tree types that are not listed and replace with allowed tree types. Please note that Type III perimeter landscaping require trees to be selected from VMS 12.10 Class IV - Large Street Trees.
[landscape plan, L-1]
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See Document Markup
Outstanding
09/15/2023
Tree on east of driveway can be moved slightly further east to meet maximum 30ft spacing standard for Type IIa landscaping requirements. [landscape plan, L-1]
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See Document Markup
Outstanding
09/15/2023
The landscape types (Type I, Type II, etc.) require specific on-center spacing to be met. Please meet on-center spacing standards.
[landscape plan, L-1]
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Add Submittal Item: Misc
Outstanding
09/15/2023
Additional Submittal Item Required: As part of the SEPA MDNS The Puyallup Tribe of Indians requested that Archaeological Monitoring be present during ground disturbance as 1115 E Main is located within a high probability area for impacting cultural resources. The city identified this as a mitigation measure in the preparation of the SEPA MDNS. Such a condition requires the applicant to identify this requirement in the civil and building permit applications and to ensure that Archaeological Monitoring is present during ground disturbance.
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See Document Markup
Outstanding
09/15/2023
Call out pedestrian walkway for access from the parking lot. The pedestrian crosswalk for access from the parking lot, through the drive-through lane, to the restaurant is required to be raised, ADA-accessible, and meet the other requirements in PMC 0.31.040 (13)(d).
[civil plans, C-6]
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Fire Review | Failed | 10/05/2023 | 09/11/2023 |
David Drake
((253) 864-4171)
Send Email
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Other/Miscellaneous
Outstanding
09/11/2023
1. Parcel lines do not match Pierce County Assessor’s page or Puyallup’s GIS. Provide exact site plan for review.
2. New Fire Hydrant location will not be approved. Move Fire Hydrant by main entrance.
3. New FDC location will not be approved. FDC Location needs to be accessible onsite and not from Main Street. Move FDC to Westside of structure by drive through leaving enough room for a fire apparatus to park onsite and hook up. FDC should be max 15’ from Fire Hydrant.
4. Provide No Parking Sign / Fire Lane layout with painted and stenciled curbs on both sides of main entrance. Painted curb required at all non-parking stalls and around parking aisles. Show details on plans with sign callouts.
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Engineering Civil Review | Failed | 10/05/2023 | 08/31/2023 |
Lance Hollingsworth
((253) 770-3337)
Send Email
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Add Submittal Item: Misc
Outstanding
08/08/2023
Additional Submittal Item Required: Add the most recent survey, separate from Civil Plans, to the Survey submittal bucket. The Survey should have existing topography, existing easements, existing storm facilities, etc. This can be used to satisfy existing conditions requirements in civil plans.
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See Document Markup
Outstanding
08/29/2023
Trees shall not be located within 10-ft horizontally of stormwater pipes unless root barriers are provided.
- Root barriers: trees may be no closer than 3-ft to pipes. [Landscape Plans, L1]
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See Document Markup
Outstanding
08/29/2023
Show filterra is free of conflict and with an approved tree inside per manufacturer specs. [Landscape Plans, L1]
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See Document Markup
Outstanding
08/29/2023
Grease interceptor access manholes must be uncovered and clear of vegetation.[Landscape Plans, L1]
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See Document Markup
Outstanding
08/29/2023
Fire vault acess must be uncovered and clear of vegetation. [Landscape Plans, L1]
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See Document Markup
Outstanding
08/29/2023
Provide root barriers for proposed trees near existing and proposed infiltration facilities. [Landscape Plans, L1]
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See Document Markup
Outstanding
08/29/2023
Provide clear space for FDC [Landscape Plans, L1]
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See Document Markup
Outstanding
08/29/2023
Provide clear space for firehydrant [Landscape Plans, L1]
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See Document Markup
Outstanding
08/29/2023
Trees shall not be located within 10-ft horizontally of sewer pipes unless root barriers are provided.
- Root barriers: trees may be no closer than 3-ft to pipes. [Landscape Plans, L1]
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See Document Markup
Outstanding
08/29/2023
No woody landscape plants shall be planted within 10 feet of any water meter. [Landscape Plans, L1]
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See Document Markup
Outstanding
08/29/2023
COP Design Standards Section 2.1(13): Add current zoning of adjacent lots. [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
Erosion & Sediment Inspection is completed through CityView Portal after pre-construction meeting. This note is not required to be on the plans. [Civil Plans, [C-1]
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See Document Markup
Outstanding
08/29/2023
COP Design Standards Section 2.1(22): Label Puyallup River on all applicable sheets. [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
COP Design Standards Section 2.1(14): Label property lines with distance and bearings on each sheet with plan view. [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
COP Design Standards Section 2.1(11): Add a brief legal description of the site, in enough detail to locate the property, including parcel number, 1/4 section, township, and range shall be located below the vicinity map. [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
COP Design Standards Section 1.0(1.4): Approval block should be 2-1/4" x 3-1/4". [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
COP Design Standards Section 2.1(10): The vicinity map shall be located on the lower right of the first sheet with the project site approximately centered. A north arrow shall be on the map. The site address shall be shown below the vicinity map. [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
Revise 811 label. [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
This additional Vicinity map is not necessary. If it is kept, frame it with scale and north arrow. Freeze utilities, hatches, trees, setbacks, and label street, river, new buildings and ex buildings. [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
Freeze utilities and existing conditions to be removed. [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
COP Design Standards Section 2.1(19): Show and dimension existing and proposed easements on all sheets. Show all Pierce County recording numbers for existing easements. [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
Add legend with existing and proposed lines and sybmols . [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
Add existing and proposed surface area table from Preliminary Site Plan Submital. Use the table format given separately under Docs & Images. Additionally break up new plus replaced hard surfaces and effective new plus replaced hard surfaces into the separate TDAs. Provide [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
Screen (gray) back existing conditions to remain on all sheets. [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
Add Grading plan with spot elevations, slope labels, and proposed topography. [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
This hatch does not show up well in BlueBeam. Revise proposed pavement hatch to be more visible. [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
Show fill and/or excavation quantities in cubic yards. [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
Add note, "A separate building permit is required for trash enclosure" [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
Add monument protection note. [Civil Plans, C-1]
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See Document Markup
Outstanding
08/29/2023
Freeze utilities and existing conditions to be removed. [Civil Plans, C-2]
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See Document Markup
Outstanding
08/29/2023
Tie horizontal control to a property corner. [Civil Plans, C-2]
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See Document Markup
Outstanding
08/29/2023
Hatch concrete for contrast legibility. [Civil Plans, C-2]
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See Document Markup
Outstanding
08/29/2023
Horizontal control Plan looks incomplete. Curb line and curve table showing tagged curb radii and dimensions are not shown. [Civil Plans, C-2]
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See Document Markup
Outstanding
08/29/2023
Remove existing bioswale extents. [Civil Plans, C-2]
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See Document Markup
Outstanding
08/29/2023
Add 811 note on all Planview sheets. [Civil Plans, C-2]
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See Document Markup
Outstanding
08/29/2023
Show offsite improvements dimensions and curb lengths [Civil Plans, C-2]
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See Document Markup
Outstanding
08/29/2023
Show wheel stop separation distance from curb. [Civil Plans, C-2]
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See Document Markup
Outstanding
08/29/2023
Change Ex. curb linetype to double the length of dashed line or solid Line. line type is too similar to infiltration gallery. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
Show top and bottom lines of ex curb. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
It is unclear what is to remain and what is to be removed. Use bold lines for existing conditions to be removed. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
Show and provide a protection note for the limits of proposed and existing infiltration facilities. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
Separate structure and pipe removal callouts for clarity. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
separate plug callout for clarity. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
Callout what this sawcut patch is for. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
Show grind an overlay on plans. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
Clarify through callouts and labels every item to remain and every item to be removed. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
Are these trees existing or proposed? Callout existing trees to remain and freeze proposed trees from sheet. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
add all symbols and lines in legend and add callouts in planview. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
Is this a wall? specify whether is is to remain or be removed. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
Existing conditions should match most updated Survey. Survey can be used for existing conditions. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
for clarity, add screened back concrete hatch for existing to remain and bold concrete hatch for concrete to be removed. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
There are no proposed items on this sheet. update legend to show applicable lines and symbols. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
Symbols in legend should match symbols in plan. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
Pavement removal limits don't match proposed pavement limits. Sawcuts should be straight lines. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
Show street curb as curb and gutter on all sheets. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
Show Existing FFE on all sheets with contours. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
Remove water and electrical lines associated with irrigation on all Civil Sheets. Keep Them on the irrigation plan. [Civil Plans, C-3]
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See Document Markup
Outstanding
08/29/2023
Remove all proposed conditions from TESC plan except for infiltration facility limits. [Civil Plans, C-4]
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See Document Markup
Outstanding
08/29/2023
Callout infiltration facility and excavation limits. Add compaction protection note. Bottom of facility should be scarified per COP soil amendment standards if compacted by heavy equipment. [Civil Plans, C-4]
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See Document Markup
Outstanding
08/29/2023
Callout existing elements. [Civil Plans, C-4]
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See Document Markup
Outstanding
08/29/2023
Hatch existing concrete in ROW. [Civil Plans, C-4]
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See Document Markup
Outstanding
08/29/2023
Clearly show sawcut limits and of area to be disturbed during construction. [Civil Plans, C-4]
|
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See Document Markup
Outstanding
08/29/2023
Designate one entrance for construction entrance. The entrance may move or be adjusted as needed and after inspector notification and approval. [Civil Plans, C-4]
|
|||
See Document Markup
Outstanding
08/29/2023
An existing stabilized entrance may function as a construction entrance but must have an "approved equal" track-out device/facility installed on it. email Review engineer with track-out facility proposal for approval prior to next submittal. [Civil Plans, C-4]
|
|||
See Document Markup
Outstanding
08/29/2023
Show cross hatch symbol for inlet protection on all onsite and offsite inlets within project vicinity to remain. [Civil Plans, C-4]
|
|||
See Document Markup
Outstanding
08/29/2023
Label Street. [Civil Plans, C-4]
|
|||
See Document Markup
Outstanding
08/29/2023
Reference which sheet details are located on in Keynotes. [Civil Plans, C-4]
|
|||
See Document Markup
Outstanding
08/29/2023
All existing trees 6 inches diameter at breast height or larger, which are proposed to be removed, or retained. The location, size and species of each tree shall be shown. [Civil Plans, C-4]
|
|||
See Document Markup
Outstanding
08/29/2023
Show type of fill material and compaction requirements. [Civil Plans, C-4]
|
|||
See Document Markup
Outstanding
08/29/2023
State whether or not the fill material will be placed upon native or stripped vegetation. [Civil Plans, C-4]
|
|||
See Document Markup
Outstanding
08/29/2023
Clearly show the limits of fill and/or excavation work. [Civil Plans, C-4]
|
|||
See Document Markup
Outstanding
08/29/2023
Show clearing limits [Civil Plans, C-4]
|
|||
See Document Markup
Outstanding
08/29/2023
Add excavation note with cut/fill slope limits and when shoring is required. [Civil Plans, C-4]
|
|||
See Document Markup
Outstanding
08/29/2023
Move #6 before #4. All TESC elements should be in place prior to TESC inspection with the City. [Civil Plans, C-5]
|
|||
See Document Markup
Outstanding
08/29/2023
Add install construction entrance note between #2 and #3. [Civil Plans, C-5]
|
|||
See Document Markup
Outstanding
08/29/2023
Resolve large space in Standard notes. [Civil Plans, C-5]
|
|||
See Document Markup
Outstanding
08/29/2023
use dates from Section City Standards 501.5. [Civil Plans, C-5]
|
|||
See Document Markup
Outstanding
08/29/2023
Add soil stabilization notes from City Standards Section 501.5 [Civil Plans, C-5]
|
|||
See Document Markup
Outstanding
08/29/2023
This construction entrance detail is not needed. Add applicable an construction entrance detail. [Civil Plans, C-5]
|
|||
See Document Markup
Outstanding
08/29/2023
Add Note: No clearing, filling, grading or other alteration occurs within any
critical areas or associated buffer unless specifically authorized
pursuant to Chapter 21.06 Environmentally Critical Areas
Management of the Puyallup Municipal Code. [Civil Plans, C-5]
|
|||
See Document Markup
Outstanding
08/29/2023
Add Note: There is a potential to encounter groundwater during deep excavations. Provide Dewatering note that complies with City Dewatering standards Section 504. [Civil Plans, C-5]
|
|||
See Document Markup
Outstanding
08/29/2023
Paving and Storm sheet is busy. Separate Paving Plan from Storm Plan. Remove topography and utility lines from paving plan and rename it as Site Plan. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
What is JB? Reference detail. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Remove structures from keynotes and label structure names and numbers on plans. use a separate structures table for rim and invert elevations. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
All ADA curb ramps, ADA stalls, and Driveways must have 1:10 scale details showing dimensions, spot elevations, and slope arrows. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Show directional pipe-flow arrows. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
"Disturbed Area Limit" arrow not pointing to anything. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Mask all labels and callouts [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Provide 1:10 scale trash enclosure grading detail with dimensions, slopes, and spot elevations that meets City Design Standard Section 208. You can modify detail on C13 and reference it on site plan. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Reference Sheet Number in keynotes where details are located. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Show roof overhang. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Darken building footprint to increase legibility. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Show Proposed building FFE. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Show Existing building FFE. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Show existing CB Rims. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Add Retaining wall note "Walls over 4 feet require a separate building permit." [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Freeze all existing elements (like curbing and bioswale) to be removed on all proposed plan sheets. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Pipe cover at CB 1-2 is approximately 0.65 feet. Minimum cover for Ductile Iron Pipe is 1 foot. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Add Pipe materials note stating, "Ductile iron pipe shall be Class 50, conforming to AWWA C151. Minimum
cover on ductile iron pipe shall be 1-foot. PVC pipe shall be per ASTM D3034, SDR 35 for pipe size 15-inch and smaller. Minimum cover on PVC pipe shall be 3-feet." [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Pipe cover at CB 2-3 is approximately 0.9 feet. Minimum cover for Ductile Iron Pipe is 1 foot. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Label and hatch each street patch on site plan. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Roof downspout Detail is not in plans. Provide City roof downspout infiltration detail 02.05.01 and site specific detail as mentioned in comment on sheet C10. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Add Stormwater Plan Notes from City Standard Section 207. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Confirm if CB 2-3 is in conflict with new curb and revise if necearry. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Freeze all existing elements (like curbing and bioswale) to be removed on all proposed plan sheets. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
The Silva Cells appear to be in conflict with Stormtanks. Confirm there is no conflict or revise. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
This says storm-tanks are 2 feet deep, the profile appears to show it at about 3.5 feet deep [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
A fence is required for walls over three feet in height. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Call out type of retaining wall. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Call out all proposed improvements and reference applicable details. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Match proposed contour with existing contour. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Reference applicable structure details and Sheet Number where details are located. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
3.52 foot drop from rim to invert exceeds the 3.3' max drop for the provided detail Revise invert to meet detail specs. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Show required invert drop per detail. Marked up detail shows 2'-2" drop from inlet to outlet inverts. Confirm invert difference is met after receiving the shallow depth detail. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Show full depth pavement removal limits per curbcut detail. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
call out bike storage and reference detail. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
call out what this is. Are these columns? If so, make sure roof outline is shown and accounted for in storm design. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Show trash enclosure roof downspout connection to storm [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Show infiltration facility inspection port locations and add callout that references detail and sheet location. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Show stormtank facility per detail with correct inlet location and module orientations. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/29/2023
Per COP Design Standards Section 2.2, 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). [Civil Plans, C-7]
|
|||
See Document Markup
Outstanding
08/29/2023
Provide Station and existing/proposed elevation labels on bottom of each profile view. [Civil Plans, C-7]
|
|||
See Document Markup
Outstanding
08/29/2023
Mask and "bring to front" the order for all Profile View labels and titles to avoid grid lines intersecting text. [Civil Plans, C-7]
|
|||
See Document Markup
Outstanding
08/29/2023
Label existing and proposed surface. [Civil Plans, C-7]
|
|||
See Document Markup
Outstanding
08/29/2023
Provide profiles of each proposed storm facility showing other facilities on in close proximity (filterra, silva cells, etc.) cover depth, inverts, storage layers, ponding limits and, high water elevations. show section labels on storm plan Plan. [Civil Plans, C-7]
|
|||
See Document Markup
Outstanding
08/29/2023
Call out max height of retaining wall. [Civil Plans, C-7]
|
|||
See Document Markup
Outstanding
08/29/2023
Label stations for each wall corner and do the same on grading plan. [Civil Plans, C-7]
|
|||
See Document Markup
Outstanding
08/29/2023
clarify by adding "pipe-run" in between storm and profiles.[Civil Plans, C-7]
|
|||
See Document Markup
Outstanding
08/29/2023
Show depth of cover for infiltration systems in profile for Section A-A.
[Civil Plans, C-7]
|
|||
See Document Markup
Outstanding
08/29/2023
Show all dimensions for infiltration systems in profile for Section A-A.
[Civil Plans, C-7]
|
|||
See Document Markup
Outstanding
08/29/2023
show FFE for building in profile for Section A-A. [Civil Plans, C-7]
|
|||
See Document Markup
Outstanding
08/29/2023
Show profile to Stormtanks. [Civil Plans, C-7]
|
|||
See Document Markup
Outstanding
08/29/2023
Show all pipe Crossings and crossing Table with a note specifying City separation standards in section 204.4 and. show City standard mitigation measures for locations where separation does not meet standards. [Civil Plans, C-8]
|
|||
See Document Markup
Outstanding
08/29/2023
Provide Sewer line profile per Design Standards Section 2.0. [Civil Plans, C-8]
|
|||
See Document Markup
Outstanding
08/29/2023
Callout water connection and reference connection detail. [Civil Plans, C-8]
|
|||
See Document Markup
Outstanding
08/29/2023
Callout all water pipe sizes and materials and lengths. provide thrust blocks with referenced details where applicable. [Civil Plans, C-8]
|
|||
See Document Markup
Outstanding
08/29/2023
Add trench bedding and backfill note and reference detail. [Civil Plans, C-8]
|
|||
See Document Markup
Outstanding
08/29/2023
Add Sanitary Sewer Notes from City Standard Section 405. [Civil Plans, C-8]
|
|||
See Document Markup
Outstanding
08/29/2023
Add Water System Notes from City Standard Section 304. [Civil Plans, C-8]
|
|||
See Document Markup
Outstanding
08/29/2023
Add grease interceptor sizing calculations to plans. [Civil Plans, C-8]
|
|||
See Document Markup
Outstanding
08/29/2023
Add Pipe material and cover Requirements note for sewer pipes per Section 401. [Civil Plans, C-8]
|
|||
See Document Markup
Outstanding
08/29/2023
Specify ex pipe material. [Civil Plans, C-8]
|
|||
See Document Markup
Outstanding
08/29/2023
Reference applicable structure details and Sheet Number where details are located. [Civil Plans, C8]
|
|||
See Document Markup
Outstanding
08/29/2023
100-foot max spacing between cleanouts. [Civil Plans, C-8]
|
|||
See Document Markup
Outstanding
08/29/2023
FYI: commercial min. slope is 1%. [Civil Plans, C-8] (only add if 6" will be required)
|
|||
See Document Markup
Outstanding
08/29/2023
Show type 1 catch basin symbol for trash enclosure drain. [Civil Plans, C-8]
|
|||
See Document Markup
Outstanding
08/29/2023
Show grease interceptor manholes. [Civil Plans, C-8]
|
|||
See Document Markup
Outstanding
08/29/2023
Callout grease interceptor size per detail and required calculations. [Civil Plans, C-8]
|
|||
See Document Markup
Outstanding
08/29/2023
03.10.01 is not provided in sheets.
|
|||
See Document Markup
Outstanding
08/29/2023
Callout gate valves in keynotes and reference detail and sheet location. [Civil Plans, C-8]
|
|||
See Document Markup
Outstanding
08/29/2023
callout all utility crossings and add crossing table for utilities in ROW. Add Utilities crossing details 03.01.03-1 & 2. [Civil Plans, C-8]
|
|||
See Document Markup
Outstanding
08/29/2023
add curb and gutter city standard detail 01.02.09. [Civil Plans, C-9]
|
|||
See Document Markup
Outstanding
08/29/2023
add curb cut city standard detail 01.02.10. [Civil Plans, C-9]
|
|||
See Document Markup
Outstanding
08/29/2023
Provide City roof downspout infiltration detail 02.05.01, yard drain detail 02.05.02, and complete, scaled site specific section and profile showing length, width, depth of cover, and finished a surface section to confirm construction conflicts do not exist. [Civil Plans, C-10]
|
|||
See Document Markup
Outstanding
08/29/2023
Provide Manufacturer Shallow depth configuration detail. [Civil Plans, C-10]
|
|||
See Document Markup
Outstanding
08/29/2023
Provide Site specific inverts in detail. [Civil Plans, C-10]
|
|||
See Document Markup
Outstanding
08/29/2023
X-out curb inlet detail if not used. [Civil Plans, C-10]
|
|||
See Document Markup
Outstanding
08/29/2023
Show site specific slopes and spot elevations. [Civil Plans, C-12]
|
|||
See Document Markup
Outstanding
08/29/2023
Show site specific Rim and invert elevations. [Civil Plans, C-12]
|
|||
See Document Markup
Outstanding
08/29/2023
distance from nearest cleanout is 23 feet. [Civil Plans, C-12]
|
|||
See Document Markup
Outstanding
08/29/2023
place bold box around correct size per the required sizing calculations. [Civil Plans, C-12]
|
|||
See Document Markup
Outstanding
08/29/2023
Also see city detail. [Civil Plans, C-14]
|
|||
See Document Markup
Outstanding
08/30/2023
Provide an area table in section 1 to use in determining minimum requirements. The City encourages using the table provided during Preliminary Site Plan to ensure all required areas are tabulated. Email Lance Hollingsworth if you have trouble finding this table again. [Storm Report, Pg 3]
|
|||
See Document Markup
Outstanding
08/30/2023
It appears there may be more than one TDA onsite. Define the different TDAs with a numeric naming convention (TDA 1, TDA 2) and show in a TDA map. Use the TDAs when considering minimum requirements 6,7, and 8 per the Ecology Manual. [Storm Report, Pg 3]
|
|||
See Document Markup
Outstanding
08/30/2023
Consider MR 6 thresholds for each TDA. [Storm Report, Pg 6]
|
|||
See Document Markup
Outstanding
08/30/2023
Existing developed areas are never used for sizing BMPs, only for determining minimum requirements. In terms of full infiltration onsite, existing flows are not needed for the sizing design if 100 percent is infiltrated. If the design was detention, the entire site would have to be considered forested for the existing condition. [Storm Report, Pg 10]
|
|||
See Document Markup
Outstanding
08/30/2023
Remove existing conditions flow calculations. They are not needed for infiltration design. [Storm Report, Pg 10]
|
|||
See Document Markup
Outstanding
08/30/2023
New plus replaced hard surface area needs to be recorded for all basins. and added in table. Use table from preliminary site plan. [Storm Report, Pg 137]
|
|||
See Document Markup
Outstanding
08/30/2023
Name the different developed basins with a numeric naming convention for clarity (Basin 1, Basin 2) and define each basin by its drainage characteristics. Tie this back to the developed basin map in the back of the report for clarity. [Storm Report, Pg 10]
|
|||
See Document Markup
Outstanding
08/30/2023
An infiltration trench cannot be used as a technical equivalent for permeable pavement. Continue feasibility discussion with remaining BMPs in the list. Document the site conditions and Ecology Manual infeasibility criteria used to deem each BMP infeasible to satisfy MR 5. [Storm Report, Pg 6]
|
|||
See Document Markup
Outstanding
08/30/2023
If you justify how each TDA effective impervious surface was reduced below the 10K threshold, the flow control standard is not required to be met. [Storm Report, Pg 6]
|
|||
See Document Markup
Outstanding
08/30/2023
When considering MR 7, use the effective impervious area to determine thresholds for Each TDA. Review the supplemental guidelines in the Manual where it specifies the effective impervious area and the converted vegetation areas can be reduced with infiltration facilities such that the TDA Thresholds are not triggered, eliminating the Flow Control BMP requirement. [Storm Report, Pg 6]
|
|||
See Document Markup
Outstanding
08/30/2023
Reference the basin map that is provided at the end of the report. [Storm Report, Pg 12]
|
|||
See Document Markup
Outstanding
08/30/2023
Flow frequency is not needed for modeling infiltration facilities that achieve 100 percent infiltration. [Storm Report, Pg 12]
|
|||
See Document Markup
Resolved
08/30/2023
|
|||
See Document Markup
Outstanding
08/30/2023
Explain how there is an applicable flow frequency discharge off-site if 100% infiltration is achieved. [Storm Report, Pg 14]
|
|||
See Document Markup
Outstanding
08/30/2023
Correct typo. [Storm Report, Pg 14]
|
|||
See Document Markup
Outstanding
08/30/2023
Meeting Flow control standard does not appear to be required based on report stating effective impervious area is reduced to under 10,000 SF through infiltraiton. Contact Lance Hollingsworth for clarification of design intent. [Storm Report, Pg 14]
|
|||
See Document Markup
Outstanding
08/30/2023
If 100 percent infiltration is achieved, predeveloped basin information should be empty and not used in WWHM. Call Lance Hollingsworth if you have any questions. [Storm Report, Pg 26 - WWHM Pg 3]
|
|||
See Document Markup
Outstanding
08/30/2023
Predeveloped trench performance is not needed if developed existing trench performance infiltrates 100 percent.
|
|||
See Document Markup
Outstanding
08/30/2023
Should this be POC 2? [Storm Report, Pg 15]
|
|||
See Document Markup
Outstanding
08/31/2023
Add note for contractor to clean existing infiltration trench per maintenance Manual and Ecology standards prior to end of construction. [Civil Plans, C-6]
|
|||
See Document Markup
Outstanding
08/31/2023
Show peak groundwater levels and reference geotech report.
[Civil Plans, C-7]
|
|||
See Document Markup
Outstanding
08/31/2023
Include FEMA Panel number and date.
[Storm Report, Pg 8]
|
|||
See Document Markup
Outstanding
08/31/2023
Use an "approved equal" track-out device/facility on top of existing paved access. [Storm Report, Pg 16 - SWPPP]
|
|||
See Document Markup
Outstanding
08/31/2023
Include wheel wash BMP C106 since it is mentioned in narrative. [Storm Report, Pg 16 - SWPPP]
|
|||
See Document Markup
Outstanding
08/31/2023
Add City Design Standard Section 501.5 to Element 5 narrative. [Storm Report, Pg 16 - SWPPP]
|
|||
See Document Markup
Outstanding
08/31/2023
Add concrete washout, concrete handling, treating high pH water, and saw cutting BMPs to element 9. [Storm Report, Pg 17 - SWPPP]
|
|||
See Document Markup
Outstanding
08/31/2023
Add all applicable BMP detail sheets from Ecology Manual to SWPPP. [Storm Report, Pg 21 - SWPPP]
|
|||
See Document Markup
Outstanding
08/31/2023
Add Site Inspection Form form Ecology SWPPP Template. [Storm Report, Pg 21 - SWPPP]
|
|||
See Document Markup
Outstanding
08/31/2023
Add applicable BMPs from Section IV-1 Source Control BMPs Applicable to All Sites. [Source Control Plan, Pg 2]
|
|||
See Document Markup
Outstanding
08/31/2023
Add S421 for Parking lot. It gives direction for when washing parking lots. [Source Control Plan, Pg 2]
|
|||
See Document Markup
Outstanding
08/31/2023
Add S424 for roof/building drains, S442 for storm drain labeling, S447 for Roof Vents. [Source Control Plan, Pg 2]
|
|||
See Document Markup
Outstanding
08/31/2023
Revise to say 2- Infiltration trenches. [O&M, Pg 2]
|
|||
See Document Markup
Outstanding
08/31/2023
Add ex. trench to maintenance schedule. [O&M, Pg 3]
|
|||
See Document Markup
Outstanding
08/31/2023
Add Street Name [O&M, Pg 3]
|
|||
See Document Markup
Outstanding
08/31/2023
Add north arrow. Specify NTS [O&M, Pg 3]
|
|||
See Document Markup
Outstanding
08/31/2023
Add trash enclosure to maintenance schedule. [O&M, Pg 3]
|
|||
Public Works Collection Review | Failed | 10/05/2023 | 08/24/2023 |
Josh Grbich
((253) 841-5560)
Send Email
|
|||
See Document Markup
Outstanding
08/24/2023
This would be the location of the commercial side sewer connection with sampling tee. Adjust the 8x6 reducer location until after this point. Civil C-8.
|
|||
Public Works Streets Review | Failed | 10/05/2023 | 08/24/2023 |
Scott Hill
((253) 841-5409)
Send Email
|
|||
See Document Markup
Outstanding
08/24/2023
show note 3 , full sidewalk panel replacement sheet c-6 sh
|
|||
See Document Markup
Outstanding
08/24/2023
does not show any street patching related to curb and gutter replacement on driveway removals and replacements.... sheet c-6 sh
|
|||
See Document Markup
Outstanding
08/24/2023
with this much street cut and patching this should be half road grind/overlay....sheet c-6 sh
|
|||
Public Works Water Review | Failed | 10/05/2023 | 08/22/2023 |
Brian Johnson
((253) 841-5442)
Send Email
|
|||
See Document Markup
Outstanding
08/22/2023
Civil C-8: Show 2-inch GV at tap to 12-inch water.
|
|||
See Document Markup
Outstanding
08/22/2023
Civil C-8: Set meter directly behind sidewalk.
|
|||
See Document Markup
Outstanding
08/22/2023
Civil C-8: Landscape plans show irrigation point of connection at back of meter. Show this on Civil plans. Insert irrigation tee between meter setter and domestic RPBA. Add DCVA after irrigation tee. Call out size of DCVA. Add City standard detail 03.04.01 to plan set.
|
|||
See Document Markup
Outstanding
08/22/2023
Civil C-8: Bring existing water service to current City standards. Install ArmorCast meter box and raise box and meter setter to correct height.
|
|||
See Document Markup
Outstanding
08/22/2023
Civil C-8: Call out 4-inch wet tap on 12-inch water main and show GV at tee.
|
|||
See Document Markup
Outstanding
08/22/2023
Civil C-8: Call out 6-inch wet tap on 12-inch water main and show GV at tee.
|
|||
See Document Markup
Outstanding
08/22/2023
Civil C-8: Set center of hydrant 1-foot 6-inch behind sidewalk edge.
|
|||
See Document Markup
Outstanding
08/22/2023
Civil C-8: FDC shall be 10-foot minimum and 15-foot maximum from fire hydrant.
|
|||
Paid Fees | Amount | Paid | Owing | Date Paid |
---|---|---|---|---|
Civil Review Fee | $470.00 | $470.00 | Paid | 08/02/2023 |
Record Drawing Review Fee | $200.00 | $200.00 | Paid | 08/02/2023 |
Outstanding Fees | Amount | Paid | Owing | Date Paid |
Civil Review Additional Fee | $5,220.00 | $0.00 | $5,220.00 | Not Paid |
Totals: | $5,890.00 | $670.00 | $5,220.00 |
Permit(s) will not be issued until outstanding fees have been paid in full. Fee details shown above only include currently payable fees, there might be addtional fees to be paid before issuance.
$5,220.00 Add Fees to My Cart
There are no inspections for this engineering permit application, or you are not authorized to view them.
Condition | Status | Department | Category | Expiration Date | Due Date |
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Civil Standard Conditions | Open | Engineering Division | Standard Conditions | ||
:
Development Engineering standard civil construction conditions:
1. Preconstruction Inspection (Preconstruction Meeting) IS REQUIRED prior to the commencement of any work under this permit. Please contact the engineering support specialist, Robyn Buck, at rbuck@puyallupwa.gov to request a pre-construction meeting prior to starting site work.
2. Construction permitted as per approved civil plans.
3. Construction permit shall expire by limitation and be declared void if:
a. Work is not started within 180 days of obtaining the permit.
b. Work is abandoned for 180 days or more after beginning work.
c. After two years from the date of permit issuance, regardless of whether work is finished.
4. Any changes to the scope of work approved on the civil plans shall be submitted on a Plan Change Request to the Engineering Services Staff for review.
5. Any changes that require a request to vary from the design standards approved on the civil plans shall be submitted on an Alternative Methods or Construction Materials Request along with an application fee to the Engineering Services Staff for review.
6. The applicant is responsible to call the Utility Notification Center at 1-800-424-5555 before beginning any excavation. Call before you dig, it's the law. NOTE: Effective January 1, 2013, RCW 19.122 - Before conducting any construction or excavation within 100 feet of a right-of-way or utility easement containing a transmission pipeline, a person must notify the pipeline companies of the scheduled excavation through the one-number locator service 811. Notification must occur in a window of not less than 2 business days, but not more than 10 business days before beginning the excavation. If a transmission pipeline company is notified that excavation work will occur near a pipeline, a representative of the company must consult with the excavator on-site prior to excavation.
7. It is the responsibility of the applicant/property owner to obtain all necessary approvals/permits from state, federal, and other agencies that have regulatory authority.
8. Should the City become aware of conditions that invalidate the original design data used to obtain the permit or determine that the applicant is not complying with the conditions of the permit or approved plans, the City may revoke the original permit and/or order work stopped on the project. The City may require the owner to submit a new application for review and approval.
9. All work associated with the Site Development Permit must be completed and approved by the City prior to receiving final approval of building permits.
10. I hereby acknowledge that I have read and understand the contents of this permit and I hereby state that the information I have supplied is true and correct.
Indemnification / Hold Harmless
The Permittee shall defend, indemnify and hold the Public Entity, its officers, officials, employees and volunteers harmless from any and all claims, injuries, damages, losses or suits including attorney fees, arising out of or in connection with activities or operations performed by the Permittee or on the Permittee's behalf out of issuance of this Permit, except for injuries and damages caused by the sole negligence of the Public Entity.
However, should a court of competent jurisdiction determine that RCW 4.24.115 applies to this Permit, then the Permittee agrees to defend, indemnify and hold the Public Entity, its officers, officials, employees and volunteers harmless to the maximum extent permitted thereunder. It is further specifically and expressly understood that the indemnification provided herein constitutes the Permittee's waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this Agreement.
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Pre-Construction Meeting | Open | Engineering Division | Standard Conditions | ||
:
Please contact the engineering support specialist, Robyn Buck, at rbuck@puyallupwa.gov to request a pre-construction meeting prior to starting site work.
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Performance Bond | Open | Engineering Division | Prior to Issuance | ||
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A Performance Bond must be received by the City of Puyallup prior to permit issuance. The Performance Bond shall be 150% of the estimated cost of work in the ROW per the approved cost estimate received prior to plan approval (attached in CityView Portal under Documents & Images section). See https://www.cityofpuyallup.org/DocumentCenter/View/16622/Performance-Bond-51122-appvd-by-Legal for more information.
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Certificate of Insurance/CG2012 | Open | Engineering Division | Prior to Issuance | ||
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Certificate or Insurance/CG2012 must be received prior to issuance
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Clear, Fill, and Grade Bond | Open | Engineering Division | Prior to Issuance | ||
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A Clear, Fill and, Grade Bond must be received by the City of Puyallup prior to permit issuance. The amount of the bond shall not be less than the total estimated construction cost of the interim and permanent erosion and sediment control measures per the approved cost estimate received prior to plan approval. See https://www.cityofpuyallup.org/DocumentCenter/View/16621/CFG-Bond-101822-appvd-by-Legal for more information.
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Miscellaneous Condition | Open | Planning Division | Prior to Issuance | ||
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Per PMC 20.31.040 (13)(b), the drive-through shall include appropriate signage encouraging motorists to turn headlights off while stacking in the drive-through lane. This requirement will be inspected for during planning inspections of the future associated civil permit
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Inadvertent Discovery Plan (IDP) | Open | Planning Division | SEPA Condition | ||
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Email a signed Inadvertent Discovery Plan to RBUCK@PUYALLUPWA.GOV.
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Miscellaneous Condition | Open | Planning Division | SEPA Condition | ||
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The Puyallup Tribe of Indians has requested that Archaeological Monitoring be present during ground disturbance as 1115 E Main is located within a high probability area for impacting cultural resources. The city is identifying this as a mitigation measure in the preparation of a SEPA MDNS. Such a condition would require the applicant to identify this requirement in the civil and building permit applications and to ensure that Archaeological Monitoring is present during ground disturbance.
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Miscellaneous Condition | Open | Planning Division | SEPA Condition | ||
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This property is located within a quarter mile of three contaminated sites. The sites are EZ Mini Mart, Facility Site ID (FSID) 53271341, Puyallup Executive Park Bldg., FSID 20533, and Super Sudsy Car Wash FSID 85851467. If soil contamination is suspected, discovered, or occurs during the proposed construction, testing of the potentially contaminated media must be conducted. If contamination of oil or groundwater is readily apparent, or is revealed by testing, the Washington State Department of Ecology must be notified. Contact the Environmental Report Tracking System Coordinator at the Southwest Regional Office (SWRO) at (360) 999-9593.
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Reference Number | Status | Type |
---|---|---|
PRCNC20231287 | In Plan Check | Commercial - New Construction |
PLDDG20220115 | Canceled | Downtown Design Review |
PLPSP20220120 | Waiting for Conditions | Preliminary Site Plan |
Date Uploaded | File Type | Name |
---|---|---|
09/19/2023 | Plans | Taco Time Source Control 20230714 (Flattened) |
09/19/2023 | Plans | Taco Time 28JULY2023 CD LAND-IRR SET (Flattened) |
09/19/2023 | Plans | Taco Time Civil Plans 073123 (Flattened) |
08/01/2023 | Form | Civil Const Application Form Checklist signed |
09/19/2023 | Report | 1136 Stormwater Report (1) (Flattened) |
09/19/2023 | Other | 1136 O and M (1) (Flattened) |
08/02/2023 | Receipt | Receipt for transaction:2023-001480 |
09/19/2023 | Letter | Permit Review Correction Letter |
Should you need assistance, please contact the Permit Center at (253) 864-4165 option 1.
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