CITY OF PUYALLUP PERMITTING PORTAL

Other/Miscellaneous

GENERAL: • Engineered plans must follow the latest regulations and standards set forth in the Puyallup Municipal Code (PMC), the City Standards for Public Works Engineering and Construction (design standards), and the current City adopted stormwater manual at the time of civil permit application [PMC 21.10.040]. The comments provided below are intended to assist the applicant with incorporating City requirements into the project design documents, but should not be considered an exhaustive list of all necessary provisions from the PMC, design standards, or the Ecology stormwater manual. • Comments regarding design and construction of new utilities and road improvements are provided for the applicant’s information and use. Unless specifically noted, construction of these infrastructure improvements is not a condition of landuse approval. However, infrastructure improvements must be approved and permitted prior to issuance of the first building permit associated with the project. [RCW 58.17.120 and 19.07.080] • In accordance with recent revisions to RCW 19.27 and RCW 19.122, any project within 100-ft of a major utility transmission line (hazardous liquid or gas) shall provide notice to the utility operator. Prior to permit issuance, provide written documentation from the operator/owner of the Northwest Pipeline LLC (Williams Gas Main) that the proposed development is acceptable as designed. • If ROW dedication is required to provide road connectivity to nearby parcels in accordance with the City’s comprehensive plan, then it shall be the applicant’s responsibility to extend all necessary public utilities concurrently with any associated public road construction required of the project. The applicant may request a Latecomer Agreement for public utility extensions in accordance with PMC Chapter 11.24 and PMC Chapter 21.10. [PMC 11.08.030]

Other/Miscellaneous

WATER: • Refer to City Standards, Section 300 for Water System Requirements. [PMC 14.02.120] • The domestic service line and fire system service line shall have separate, independent connections to the supply main. [PMC 14.02 & CS 302.3(4)] • A new water main shall be extended to, and through, the site sufficient to provide the necessary flows for the proposed fire system. The minimum water pipe size shall be 8-inch diameter for dead-end mains and 6-inch diameter for circulating mains. [PMC 16.08.040, 14.20.010 & CS 301.2] • Public water mains shall be located generally 10 or 12-feet west or south of roadway centerlines per city standard drawings. Any portion of a public mainline extension located outside City right-of-way must be centered in a minimum 40-foot wide easement granted to the City for maintenance purposes. The easement shall be clearly indicated on the plat document. [PMC 14.02.120(f) & CS 301.1(11)] • A 2-inch blow-off assembly is required on dead-end water mains except where fire hydrants are installed at the dead-end. [PMC 14.02.120(f) & CS 301.1(7)] • The applicant shall be responsible for the operation and maintenance of the proposed water system located on private property. • Within the service area of a Group A public water system (which Puyallup is), with the willingness and capacity to serve, then a property may not use an individual well as a water source unless the designated service provider states in writing that it will not or cannot furnish water service to the property within 120 days. Therefore, connection to the city’s water system is required. [RCW 36.70A] • Any wells on the site must be decommissioned in accordance with Washington State requirements. Documentation of the decommissioning must be provided along with submittal of engineering drawings. If an existing well is to remain, the well protection zone shall be clearly delineated and appropriate backflow protection (Reduced Pressure Backflow Assemblies) shall be installed at all points of connection to the public water system. [PMC 14.02.220(3)(b)] • The minimum distance between water lines and sewer lines shall be 10-feet horizontally and 18-inches vertically. If this criterion cannot be met, the applicant shall isolate the sewer and water lines by encasement, shielding, or other approved methods. [PMC 14.02.120(f) & CS 301.1(8)] • The applicant shall be responsible to provide and install the water meters required to service the site. Domestic service water meters shall be located within the public ROW, or in the case of a private road adjacent to the road section, in accordance with City Standards. [PMC 14.02.120(f) & CS 301.3] • Water pipe and service connections shall be a minimum of 10-feet away from building foundations and/or roof lines. • Applicant shall provide backflow protection on the domestic service line(s) with the installation of a double check valve assembly (DCVA) on the domestic connection. The unit should be located outside the building, immediately downstream of the existing water meter. If an irrigation system is also proposed, a DCVA is required on that line as well. [PMC 14.02.220(3) & CS 302.2] • If any of the proposed building uses are included under WAC 246-290-490 Table 9 facilities, then backflow protection shall be provided using a reduced pressure backflow assembly (RPBA). • Available fire flow for the project site is approximately 6,000gpm based on recent improvements constructed by the Viking project. However, as the fire system design gets refined, actual fire flow must be determined by hydraulic modeling conducted by the City’s consultant. The cost of this analysis is $400 and shall be paid by the applicant. • Fire hydrants and other appurtenances such as DDCVA and PIV shall be placed as directed by the Puyallup Fire Code Official. Fire hydrants shall be placed so that there is a minimum of 50-feet of separation from hydrants to any building walls. [PMC 16.08.080 & CS 301.2, 302.3] • The fire sprinkler double detector check valve assembly (DDCVA) may be located either inside, or outside, of the building. [CS 302.3, CS 303] • At the time of Civil permit application, the fire sprinkler supply line shall be designed, and shown on the plan, into the building to the point of connection to the interior building riser. Provide plan and elevation detail(s) where the riser enters the building with dimensions, clearances, and joint restraint in accordance with NFPA 24. [CS 302.3, CS 303] • The Fire Department Connection (FDC) shall be located no closer than 10-feet and no further than 15-feet from a fire hydrant. (NOTE: If the project is utilizing a fire booster pump, the FDC must connect to the sprinkler system on the discharge side of the pump in accordance with NFPA regulations.) A post indicator valve (PIV) shall be provided for the fire sprinkler system in advance of the DDCVA. [CS 302.3] • Utility extensions, if required, shall be approved and permitted prior to any building permit issuance. [PMC 14.02.130] • The property lies within a water latecomer’s agreement. The latecomer’s charge is $254,748.83 consisting of two parcels, Parcel 0420264007; $161,447.64 and Parcel 0420264019; $93,301.19. [PMC 14.20.030, 14.20.040] • If any single family residential structures will ultimately be proposed, a water system development charge (SDC) will be assessed for each new single family residence and is due at the time of building permit issuance for the individual structures. The current amount of the SDC as of this writing is $4,260.00. [PMC 14.02.040, 14.10.030] • For any multi-family building, a water system development charge (SDC) will be assessed based on the number of “residential” units in the facility. Current SDC’s as of this writing are $4,260.00 for the first residential unit and $3,195.00 for each additional unit per building. [PMC 14.02.040, 14.10.030] • For any commercial building, including common/administrative facilities associated with a residential use (office, clubhouse, hallways, pool areas, etc.), a water system development charge (SDC) will be assessed based on the number of plumbing fixture units as defined in the Uniform Plumbing Code. Current SDC’s as of this writing are $4,260.00 for the first 15 fixture units and an additional charge of $285.42 for each fixture unit in excess of the base 15 plumbing fixture units. [PMC 14.02.040] • Water connection fees and systems development charges are due at the time of building permit issuance and do not vest until time of permit issuance. [PMC 14.02.040, 14.10.030]

Other/Miscellaneous

SANITARY SEWER: • Refer to City Standards, Section 400 for Sanitary Sewer System Requirements. [PMC 14.08.040, 14.08.120] • There is a new 8-inch sanitary sewer main located within 33rd St SE available connection. If a proposed connection is desired elsewhere, the applicant shall confirm that the connection location is acceptable to the City of Puyallup. [PMC 14.08.070] • Sanitary sewer mains shall be 8-inch minimum and located 5-feet east or north of roadway centerlines. In accordance with PMC 14.20.020, sewer main extensions shall be carried across the full width of the property being served except in those cases where, in the opinion of the city engineer, the utility involved can never, under any circumstances, be extended beyond the property being served. [PMC 14.20 and PMC 17.42] • Any portion of a City maintained sewer extension located outside City right-of-way must be centered in a 40-foot wide easement granted to the City for maintenance purposes. The easement shall be clearly indicated on the construction drawings. [PMC 17.42 & CS 401(14)] • A separate and independent side sewer will be required from the public main to the project site. Side sewers shall be 6-inch minimum diameter with a 0.02 foot per foot slope. Side sewers shall have a cleanout at the property line, at the building, and every 100 feet between the two points. [PMC 14.08.110 & CS 401(6)] • If the proposed side sewer is greater than 6-inches, a sanitary sewer manhole shall be provided at the property line. • Side sewers shall have a cleanout at the property line, at the building, and every 100 feet between the two points. [PMC 14.08.120 & CS 401(7)] • Sewer main pipe and service connections shall be a minimum of 10-feet away from building foundations and/or roof lines. • Grease Interceptors are required for all commercial facilities involved in food preparation. If food preparation facilities are proposed now, or in the future, the applicant shall install an external grease interceptor in accordance with the current edition of the Uniform Plumbing Code adopted by the City of Puyallup, Puyallup Municipal Code, and City standard details. [PMC 14.06.031(3) & CS 401(5), 402.3] • The construction of a trash enclosure will require the enclosure pad to be elevated to prevent stormwater run-on. If a sewer area drain is proposed for any trash enclosure, then the entire enclosure shall be covered to prevent stormwater run-on and inflow into the sewer system. • Utility extensions, if required, shall be approved and permitted prior to any building permit issuance. [PMC 14.02.130] • The property lies within a sanitary sewer lift station latecomer’s agreement. The latecomer’s charge is $101,679.46 consisting of two parcels, Parcel 0420264007; $64,439.59 and Parcel 0420264019; $37,239.87. [PMC 14.20.030, 14.20.040] • The property also lies within a gravity sanitary sewer latecomer’s agreement. The latecomer’s charge is $59,776.13 for Parcel 0420264007. [PMC 14.20.030, 14.20.040] • If any single family residential structures will ultimately be proposed, a sanitary sewer system development charge (SDC) will be assessed for each new single family residence and is due at the time of building permit issuance for the individual lot(s). The current amount of the SDC as of this writing is $5,890.00 [PMC 14.10.010, 14.10.030] • For any multi-family building, a sanitary sewer system development charge (SDC) will be assessed based on the number of “residential” units in the facility. Current SDC’s as of this writing are $5,890.00 for the first residential unit and $4,417.50 for each additional unit. [PMC 14.10.010, 14.10.030] • For any commercial building, including common/administrative facilities associated with a residential use (office, clubhouse, hallways, pool areas, etc.), a sewer system development charge (SDC) will be assessed based on the number of plumbing fixture units as defined in the Uniform Plumbing Code. Current SDC’s as of this writing are $5,890.00 for the first 15 fixture units and an additional charge of $394.63 for each fixture unit in excess of the base 15 plumbing fixture units. [PMC 14.02.040] • Sewer connection fees and systems development charges are due at the time of building permit issuance and do not vest until time of permit issuance. [PMC 14.10.010, 14.10.030]

Other/Miscellaneous

STORMWATER/ EROSION CONTROL: • Stormwater design shall be in accordance with PMC Chapter 21.10 and the Department of Ecology (Ecology) Stormwater Management Manual for Western Washington (aka “Ecology Manual”) as adopted by the City Council at the time of project application. (Note: The City anticipates adopting the 2019 Ecology Manual in June 2022.) • Refer to City Standards, Section 200 for Stormwater System Requirements. [PMC 17.42] • The applicant shall complete the stormwater flowchart, Figure 3.1, contained in Ecology’s Phase II Municipal Stormwater Permit, Appendix I. The completed flowchart shall be submitted with the preliminary stormwater site plan and highlight the Minimum Requirements (MR) triggered by the project thresholds. The link below may be used to obtain the flowchart: Western Washington PH II Stormwater Permit • NOTE: Areas of disturbance within the public ROW must be included in the project area as part of the stormwater thresholds and calculations. • The applicant is responsible for submitting a preliminary stormwater management site plan which meets the design requirements provided by PMC Section 21.10 and Ecology Manual. The preliminary stormwater site plan (PSSP) shall be submitted with the landuse application to ensure that adequate stormwater facilities are anticipated prior to development of the property. The preliminary stormwater site plan shall reasonably estimate the quantity of stormwater runoff and the application of On-site Stormwater Management BMPs for the proposed development. • The written technical report shall clearly delineate any offsite basins tributary to the project site and include the following information: [PMC 21.10.060] - the quantity of the offsite runoff; - the location(s) where the offsite runoff enters the project site; - how the offsite runoff will be routed through the project site. - the location of proposed retention/detention facilities - and, the location of proposed treatment facilities • Each section of the TIR/SSP shall be individually indexed and tabbed with each permit application and every re-submittal prior to review by the City. [PMC 21.10.060] • The project site is located within an area that was included in an analysis to discharge stormwater directly to the Puyallup River through an existing 42-inch trunkline constructed by the adjacent Viking project. However, the applicant should be aware that the project site currently releases surface flows to the roadside ditch along 5th Ave SE which ultimately flows westward under Shaw Road. On the west side of Shaw Road, the surface water is then conveyed northward under the BNSF railroad where the flow splits and is tributary to Deer Creek to the west, and the Puyallup River to the north. The Deer Creek system has known wetlands and the City believes there may be a wetland at the river which is hydraulically connected to the outfall on the Linden Golf Course. In an effort to utilize the existing trunkline, the applicant will be required to maintain the existing hydrology to the Deer Creek-Puyallup River critical areas (essentially an MR8 analysis). Any stormwater release above and beyond that required by the MR8 analysis may be conveyed to the trunkline in accordance with current regulations. • The applicant should be made aware that the existing stormwater trunkline outfall is currently being investigated for stability as a result of recent scouring by the Puyallup River. The City has hired consultants to evaluate the outfall and it is anticipated that the results of their evaluation will be completed by July 2022. If any repairs or remediation are necessary to the outfall, and depending on the timeline of this project, it may prevent this project from using the outfall until the repairs/remediation is completed. • Public right-of-way runoff shall be detained and treated independently from proposed private stormwater facilities. This shall be accomplished by enlarging the private facilities to account for bypass runoff; providing separate publicly maintained storm facilities within a tract or dedicated right-of-way; or, other methods as approved by the City Engineer. [PMC 21.10.190(3)] • Development and redevelopment projects are required to employ, wherever feasible, Low Impact Development (LID) Best Management Practices (BMPs) to meet the design criteria set forth in PMC 21.10.190, the Ecology Manual Volume I, Minimum Requirement 5; Volume III, Chapter 3; and Volume V, Chapter 5. • If infiltration facilities/BMPs are anticipated, the number of infiltration tests shall be based on the area contributing to the proposed facility/BMP, e.g., one test for every 5,000 sq. ft of permeable pavement, or one test for each bioretention cell. • Preliminary feasibility/infeasibility testing for infiltration facilities/BMPs shall be in accordance with the site analysis requirements of the Ecology Manual, Volume I, Chapter 3, specifically: - Groundwater evaluation, either instantaneous (MR1-5), or continuous monitoring (MR1-9), during the wet weather months (December 21 through April 1). - Hydraulic conductivity testing: i. If the development meets the threshold to require implementation of Minimum Requirement #7 (flow control); or, if the site soils are consolidated; or, if the property is encumbered by a critical area, then Small Scale Pilot Infiltration Testing (PIT) during the wet weather months (December 21 through April 1) is required. ii. If the development does not meet the threshold to require implementation of Minimum Requirement #7; or, is not encumbered by a critical area; and is located on soils unconsolidated by glacial advance, grain size analyses may be substituted for the Small Scale PIT test at the discretion of the review engineer. - Testing to determine the hydraulic restriction layer. - Mounding analysis may be required in accordance with Ecology Volume III Section 3.3.8. • Upon submission of any geotechnical infiltration testing, appropriate long-term correction factors shall be noted for any areas utilizing infiltration into the underlying native soils in accordance with the Ecology Manual, Volume III, Chapter 3. Provide the long-term infiltration rate calculation in the stormwater report. • At the time of civil permit application, the applicant is responsible for submitting a permanent storm water management plan which meets the design requirements provided by PMC Section 21.10. [PMC 21.10.190, 21.10.060] - When using WWHM for analysis, provide the following WWHM project files with the civil permit application: - Binary project file (WHM file extension) - ASCII project file (WH2 file extension) - WDM file (WDM file extension) - WWHM report text (Word file) • Overflow facilities shall be provided for any proposed detention/retention (R/D) facilities in accordance with the City Standards. This includes a downstream analysis a minimum of ¼ mile downstream from the site. • Trench dams shall be provided at the property line for utilities located below infiltrative facilities including, but not limited to, permeable pavements and bioretention facilities. Reference City Standard Detail 06.01.10. • Any above-ground stormwater facility shall be screened from public right-of-way and adjacent property per the underlying zoning perimeter buffer requirements in the PMC. • Stormwater R/D facilities shall be a minimum of 20-feet from any public right-of-way, tract, vegetative buffer, and/or property line measured from the toe of the exterior slope/embankment of the facility. [PMC 21.10 & DOE Manual, Vol. V, Pg 10-39 and Pg 10-9] • Water quality treatment of stormwater shall be in accordance with the Ecology Manual, Volume 1, Minimum Requirement 6; and Volume 5, Runoff Treatment. Depending on the final design, it is likely that a separate public WQ facility will be required to treat 33rd St SE stormwater. • If the applicant proposes to use bioretention cells for water quality treatment, the following notes shall be added to the civil design plans: - “At the completion of the bioretention cells construction, the engineer-of-record shall provide a written statement to the City of Puyallup that the bioretention cells were built per the approved design.” - “The bioretention soil media (BSM) supplier shall certify in writing that the bioretention soil media meets the guidelines for Ecology-approved BSM including mineral aggregate gradation, compost guidelines, and mix standards as specified in the 2012 Low Impact Development Technical Guidance Manual for Puget Sound. And, if so verified, no laboratory infiltration testing, cation exchange, or organic content testing is required.” • Stormwater runoff associated with the buildout of 33rd St SE (frontage improvements) will require installation/extension of the existing 24-inch stormwater trunkline to accommodate road runoff. The trunkline shall be extended across the entire frontage of the property being served unless otherwise approved by the City Engineer. There will be a Latecomer fee charged associated with the connection to the existing trunkline based on the project’s pro rata share as determined by the latecomer agreement which is still under negotiation. • At the time of civil permit application, all pipe reaches shall be summarized in a Conveyance Table containing the following minimum information and included in the TIR: Pipe Reach Name Design Flow (cfs) Structure Tributary Area Pipe-Full Flow (cfs) Pipe Diameter (in) Water Depth at Design Flow (in) Pipe Length (ft) Critical Depth (in) Pipe Slope (%) Velocity at Design Flow (fps) Manning’s Coefficient (n) Velocity at Pipe-Full Flow (fps) Percent full at Design Flow (%) HGL for each Pipe Reach (elev) • All storm drains shall be signed as follows: a) Publicly maintained stormwater catch basins shall be signed using glue-down markers supplied by the City and installed by the project proponent. b) Privately maintained stormwater catch basins shall be signed with pre-cut 90ml torch down heavy-duty, intersection-grade preformed thermoplastic pavement marking material. It shall read either “Only Rain Down the Drain" or “No Dumping, Drains to Stream”. Alternatively, the glue-down markers may be purchased from the City for a nominal fee. • All private storm drainage facilities shall be covered by a maintenance agreement provided by the City and recorded with Pierce County. Under this agreement, if the owner fails to properly maintain the facilities, the City, after giving the owner notice, may perform necessary maintenance at the owner’s expense. • Erosion control measures for this site will be critical. A comprehensive erosion control plan will be required as part of the civil permit application. • The applicant should be aware that the property is located in an area currently under negotiation for a stormwater latecomer’s agreement. The actual latecomer’s charge has not been finalized as of this writing, but the fee currently under consideration is $1.29 per square foot of hard surface tributary to the existing stormwater trunkline that was constructed by the adjacent Viking project. [PMC 14.20.030, 14.20.040] • A Stormwater Systems Development fee will be assessed for each new equivalent service unit (ESU) in accordance with PMC Chapter 14.26. Each ESU is equal to 2,800 square feet of ‘hard’ surface. The current SDC as of this writing is $3,560.00 per ESU. • Stormwater Systems Development fees are due at the time of site development permit or in the case where no site development permit is required, at the time of building permit issuance for the individual lot(s); and the fees do not vest until the time of site development permit issuance, or at the time of building permit issuance in the case where a site development permit is not required. • A Construction Stormwater General Permit shall be obtained from the Department of Ecology if any land disturbing activities such as clearing, grading, excavating and/or demolition will disturb one or more acres of land, or are part of larger common plan of development or sale that will ultimately disturb one or more acres of land. The link below may be used to obtain information to apply for this permit: Construction Stormwater General Permit

Other/Miscellaneous

STREET: • Half-street improvements shall be completed along the entire property frontage and include curb, gutter, sidewalk, roadway base, pavement, street lighting, and drainage. Dedication of right-of-way will be necessary along 33rd St SE. [PMC 11.08.120, 11.08.130, 19.12.050(1)] • Existing public utilities that are in conflict with proposed frontage improvements shall be relocated as necessary to meet all applicable City, State, and Federal requirements. • Existing private utilities (gas, telcom, cable, fiber optic, etc…) that are in conflict with City maintained right-of-way and utilities shall be relocated outside of the travelled road section, i.e., behind the curb under the sidewalk area. • Upon civil permit application, the following items shall be provided: - Road plans shall include a plan and profile view of the roadway indicating both the centerline and flow line elevations. [PMC 17.42 & CS 2.2] - A separate street lighting and channelization plan shall be provided in accordance with City Standards. - Commercial and Multi-family projects shall provide an autoturn analysis for the largest anticipated vehicle that would access the site. Curb radii and entrance dimensions shall be increased as necessary to allow vehicles to access the site without encroaching into adjacent lanes of traffic. - Root barriers in accordance with City Standard Detail 01.02.03 shall be installed for all street trees within ten (10) feet of the public ROW. - Wheel chair ramps, accessible routes, etc. shall be constructed in accordance with City Standards and current ADA regulations. If there is a conflict between the City Standards and ADA regulations, the ADA regulations shall take precedence over the City’s requirements. [PMC 17.42] - Any surface area proposed for parking, drive aisle, or outdoor storage shall be paved with asphalt or concrete. [PMC 20.30.045(3), 20.35.035(3), 20.44.045(2)] • Any curb, gutter, sidewalk, or other existing improvements which currently do not meet City Standards, or are damaged during construction, shall be replaced. [PMC 11.08.020] • Upon review of the required, submitted traffic report, additional off-site improvements may be required as directed by the Traffic Engineering Department. [PMC 17.42]

Other/Miscellaneous

GRADING: • A Grading Plan conforming to all requirements of PMC Section 21.14.120 will be required for this project. The Plan shall be prepared by a Civil Engineer licensed in the State of Washington. [PMC 21.14.070] • A geotechnical report conforming to all requirements PMC Sections 21.14.150 and 21.14.160 will be required for this project. The Report shall be prepared by a Civil Engineer or Engineering Geologist licensed in the State of Washington. Prior to final acceptance of this project, the author of the Report shall provide certification to the City the project was constructed in accordance with the recommendations contained in the report. • Cross sections will be required at various points along the property lines extending 30-feet beyond the project limits to assure no impact from storm water damming or runoff. [PMC 17.42 & CS 502.1] • At the time of civil permit application, the following notes shall be added to the first sheet of the TESCP: -“At any time during construction it is determined by the City that mud and debris are being tracked onto public streets with insufficient cleanup, all work shall cease on the project until this condition is corrected. The contractor and/or the owner shall immediately take all steps necessary to prevent future tracking of mud and debris into the public ROW, which may include the installation of a wheel wash facility on-site.” -“Contractor shall designate a Washington Department of Ecology certified erosion and sediment control leadperson, and shall comply with the Stormwater Pollution Prevention Plan (SWPPP) prepared for this project.” -“Sediment-laden runoff shall not be allowed to discharge beyond the construction limits in accordance with the Project’s NPDES General Stormwater Permit.” -“The permanent infiltration system shall not be utilized for TESC runoff. Connect infiltration trench to the upstream stormwater conveyance only after construction is complete and site is stabilized and paved.” • RCW 19.122 requires all owners of underground facilities to notify pipeline companies of scheduled excavations through the one-number locator service if proposed excavation is within 100 feet. 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.

Other/Miscellaneous

MISC: • All proposed improvements shall be designed and constructed to current City Standards. [PMC 14.08.040, 14.08.120, 17.42] • Civil engineering drawings cannot be accepted until Planning Department requirements have been satisfied, including but not limited to, SEPA, Preliminary Site Plan approval, CUP, and/or Hearing Examiner conditions. • Civil engineering drawings will be required for this project prior to issuance of the first building permit. Included within the civil design package shall be a utility plan overlaid with the proposed landscaping design to ensure that potential conflicts between the two designs have been addressed. - At the time of civil application, submit electronic files in PDF format, through the City’s Permit Portal. Contact the Permit staff via email at PermitCenter@ci.puyallup.wa.us for the initial project submittal. • Civil engineering plan review fee is $470.00 (plus an additional per hour rate of $130.00 in excess of 5 hours). The Civil permit shall be $300.00 and the inspection fee shall be 3% of the total cost of the project as calculated on the Engineering Division Cost Estimate form. [City of Puyallup Resolution No. 2098] • Benchmark and monumentation to City of Puyallup datum (NAVD 88) will be required as a part of this project plat. • Engineering plans submitted for review and approval shall comply with City Standards Section 1.0 and Section 2.0, particularly: - Engineering plans submitted for review and approval shall be based on 24 x 36-inch sheets. - The scale for design plans shall be indicated directly below the north arrow and shall be only 1”=20’ or 1”=30’. The north arrow shall point up or to the right on the plans. - Engineering plan sheets shall be numbered sequentially in this manner: Sheet 1 of 20, Sheet 2 of 20, etc. ending in Sheet 20 of 20. • All applicable City Standard Notes and Standard Details shall be included on the construction plans for this project. A copy of the City Standards can be found on the City’s web site under City Engineering, Development Engineering. • Prior to Acceptance/Occupancy, Record Drawings shall be provided for review and approval by the City. The fee for this review is $200.00. Record Drawings shall be provided as follows: - In accordance with City Standards Manual Section 2.3. - Electronic version of the record drawings in the following formats: 1. AutoCAD Map 2007 or newer in State Plane South Projection 2. PDF

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Are these housing units? See PMC 20.31.017 for housing types allowed. See minimum and maximum density requirements in 20.31.020 [planning note, sheet 1 of 1]

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Review PMC 20.31.027 - buildings must meet site plan design principles

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What type of purposes will this structure be used for? Is this only related to the on site ELC or is this for rentals/outside use?

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Master site planning requires showing all future improvements as outlined in 20.31.010

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Other/Miscellaneous

Traffic scoping worksheet will be required for this project. The City policy requires the project trips to be estimated using the Institute of Transportation Engineers’ (ITE) Trip Generation, 11th Edition. In general, trip generation regression equations shall be used when the R2 value is 0.70 or greater. For single-family units and offices smaller than 30,000 SF, use ITE’s Trip Generation, average rate. The project trips shall be rounded to the nearest tenth. Once the traffic scoping worksheet is reviewed, a written response would be sent to the applicant’s traffic engineer outlining the scope of the project’s Traffic Impact Study (TIS). The city has adopted a City-Wide Traffic Impact Fee of $4,500 per PM peak hour trip. Final fees will be calculated and assessed by the City at the time of building permit issuance. Per Puyallup Municipal Code Section 11.08.135, the applicant/owner would be expected to construct half-street improvements including curb, gutter, planter strip, sidewalk, roadway base, pavement, and street lighting. Any existing improvements which are damaged now or during construction, or which do not meet current City Standards, shall be replaced. -33rd St SE is a minor arterial, consisting of 36’ street with curb, gutter, 8’ sidewalks, 10’ planter strips, and streetlights in a 73’ right-of-way. The improvements shall be from street centerline. Assuming a symmetrical cross section, -16.5ft of ROW dedication will be required on the west side of 33rd St SE (same amount required for Step-by-step previously -Off-site tapers/paved transitions may be necessary for safety reasons Off-site pedestrian/ADA improvements may be necessary at the intersection of 33rd St SE and 8th Ave SE -Per City policy, marked crosswalks must be separated by at least 350ft -Midblock crosswalks are not allowed 33rd St SE along the site is designated as a minor arterial. City standards (Section 101.10.1) require minimum driveway/intersection spacing of 300 feet for arterials, measured between closest edges of each access. This includes driveways located across the street. -Current driveway proposal does not meet current driveway spacing standards -To meet standards, access must be aligned with existing driveway on the NW corner of the existing step by step development This commercial development shall provide an AutoTurn analysis for the largest anticipated vehicle that would access the site. Curb radii and entrance dimensions shall be increased as necessary to allow vehicles to access the site without encroaching into adjacent lanes of traffic. This analysis will be required during civil permit review. 30ft wide commercial driveway required. At the time of civil permit review provide a separate street lighting plan and pavement striping plan (channelization) sheet for the city to review. On-site monument signage must be located outside sight distance triangle.

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Are these housing units? See PMC 20.31.017 for housing types allowed. See minimum and maximum density requirements in 20.31.020 [planning note, sheet 1 of 1]

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Review PMC 20.31.027 - buildings must meet site plan design principles

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What type of purposes will this structure be used for? Is this only related to the on site ELC or is this for rentals/outside use?

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Master site planning requires showing all future improvements as outlined in 20.31.010

See Document Markup

Other/Miscellaneous

GENERAL: • Engineered plans must follow the latest regulations and standards set forth in the Puyallup Municipal Code (PMC), the City Standards for Public Works Engineering and Construction (design standards), and the current City adopted stormwater manual at the time of civil permit application [PMC 21.10.040]. The comments provided below are intended to assist the applicant with incorporating City requirements into the project design documents, but should not be considered an exhaustive list of all necessary provisions from the PMC, design standards, or the Ecology stormwater manual. • Comments regarding design and construction of new utilities and road improvements are provided for the applicant’s information and use. Unless specifically noted, construction of these infrastructure improvements is not a condition of landuse approval. However, infrastructure improvements must be approved and permitted prior to issuance of the first building permit associated with the project. [RCW 58.17.120 and 19.07.080] • In accordance with recent revisions to RCW 19.27 and RCW 19.122, any project within 100-ft of a major utility transmission line (hazardous liquid or gas) shall provide notice to the utility operator. Prior to permit issuance, provide written documentation from the operator/owner of the Northwest Pipeline LLC (Williams Gas Main) that the proposed development is acceptable as designed. • If ROW dedication is required to provide road connectivity to nearby parcels in accordance with the City’s comprehensive plan, then it shall be the applicant’s responsibility to extend all necessary public utilities concurrently with any associated public road construction required of the project. The applicant may request a Latecomer Agreement for public utility extensions in accordance with PMC Chapter 11.24 and PMC Chapter 21.10. [PMC 11.08.030]

Other/Miscellaneous

WATER: • Refer to City Standards, Section 300 for Water System Requirements. [PMC 14.02.120] • The domestic service line and fire system service line shall have separate, independent connections to the supply main. [PMC 14.02 & CS 302.3(4)] • A new water main shall be extended to, and through, the site sufficient to provide the necessary flows for the proposed fire system. The minimum water pipe size shall be 8-inch diameter for dead-end mains and 6-inch diameter for circulating mains. [PMC 16.08.040, 14.20.010 & CS 301.2] • Public water mains shall be located generally 10 or 12-feet west or south of roadway centerlines per city standard drawings. Any portion of a public mainline extension located outside City right-of-way must be centered in a minimum 40-foot wide easement granted to the City for maintenance purposes. The easement shall be clearly indicated on the plat document. [PMC 14.02.120(f) & CS 301.1(11)] • A 2-inch blow-off assembly is required on dead-end water mains except where fire hydrants are installed at the dead-end. [PMC 14.02.120(f) & CS 301.1(7)] • The applicant shall be responsible for the operation and maintenance of the proposed water system located on private property. • Within the service area of a Group A public water system (which Puyallup is), with the willingness and capacity to serve, then a property may not use an individual well as a water source unless the designated service provider states in writing that it will not or cannot furnish water service to the property within 120 days. Therefore, connection to the city’s water system is required. [RCW 36.70A] • Any wells on the site must be decommissioned in accordance with Washington State requirements. Documentation of the decommissioning must be provided along with submittal of engineering drawings. If an existing well is to remain, the well protection zone shall be clearly delineated and appropriate backflow protection (Reduced Pressure Backflow Assemblies) shall be installed at all points of connection to the public water system. [PMC 14.02.220(3)(b)] • The minimum distance between water lines and sewer lines shall be 10-feet horizontally and 18-inches vertically. If this criterion cannot be met, the applicant shall isolate the sewer and water lines by encasement, shielding, or other approved methods. [PMC 14.02.120(f) & CS 301.1(8)] • The applicant shall be responsible to provide and install the water meters required to service the site. Domestic service water meters shall be located within the public ROW, or in the case of a private road adjacent to the road section, in accordance with City Standards. [PMC 14.02.120(f) & CS 301.3] • Water pipe and service connections shall be a minimum of 10-feet away from building foundations and/or roof lines. • Applicant shall provide backflow protection on the domestic service line(s) with the installation of a double check valve assembly (DCVA) on the domestic connection. The unit should be located outside the building, immediately downstream of the existing water meter. If an irrigation system is also proposed, a DCVA is required on that line as well. [PMC 14.02.220(3) & CS 302.2] • If any of the proposed building uses are included under WAC 246-290-490 Table 9 facilities, then backflow protection shall be provided using a reduced pressure backflow assembly (RPBA). • Available fire flow for the project site is approximately 6,000gpm based on recent improvements constructed by the Viking project. However, as the fire system design gets refined, actual fire flow must be determined by hydraulic modeling conducted by the City’s consultant. The cost of this analysis is $400 and shall be paid by the applicant. • Fire hydrants and other appurtenances such as DDCVA and PIV shall be placed as directed by the Puyallup Fire Code Official. Fire hydrants shall be placed so that there is a minimum of 50-feet of separation from hydrants to any building walls. [PMC 16.08.080 & CS 301.2, 302.3] • The fire sprinkler double detector check valve assembly (DDCVA) may be located either inside, or outside, of the building. [CS 302.3, CS 303] • At the time of Civil permit application, the fire sprinkler supply line shall be designed, and shown on the plan, into the building to the point of connection to the interior building riser. Provide plan and elevation detail(s) where the riser enters the building with dimensions, clearances, and joint restraint in accordance with NFPA 24. [CS 302.3, CS 303] • The Fire Department Connection (FDC) shall be located no closer than 10-feet and no further than 15-feet from a fire hydrant. (NOTE: If the project is utilizing a fire booster pump, the FDC must connect to the sprinkler system on the discharge side of the pump in accordance with NFPA regulations.) A post indicator valve (PIV) shall be provided for the fire sprinkler system in advance of the DDCVA. [CS 302.3] • Utility extensions, if required, shall be approved and permitted prior to any building permit issuance. [PMC 14.02.130] • The property lies within a water latecomer’s agreement. The latecomer’s charge is $254,748.83 consisting of two parcels, Parcel 0420264007; $161,447.64 and Parcel 0420264019; $93,301.19. [PMC 14.20.030, 14.20.040] • If any single family residential structures will ultimately be proposed, a water system development charge (SDC) will be assessed for each new single family residence and is due at the time of building permit issuance for the individual structures. The current amount of the SDC as of this writing is $4,260.00. [PMC 14.02.040, 14.10.030] • For any multi-family building, a water system development charge (SDC) will be assessed based on the number of “residential” units in the facility. Current SDC’s as of this writing are $4,260.00 for the first residential unit and $3,195.00 for each additional unit per building. [PMC 14.02.040, 14.10.030] • For any commercial building, including common/administrative facilities associated with a residential use (office, clubhouse, hallways, pool areas, etc.), a water system development charge (SDC) will be assessed based on the number of plumbing fixture units as defined in the Uniform Plumbing Code. Current SDC’s as of this writing are $4,260.00 for the first 15 fixture units and an additional charge of $285.42 for each fixture unit in excess of the base 15 plumbing fixture units. [PMC 14.02.040] • Water connection fees and systems development charges are due at the time of building permit issuance and do not vest until time of permit issuance. [PMC 14.02.040, 14.10.030]

Other/Miscellaneous

SANITARY SEWER: • Refer to City Standards, Section 400 for Sanitary Sewer System Requirements. [PMC 14.08.040, 14.08.120] • There is a new 8-inch sanitary sewer main located within 33rd St SE available connection. If a proposed connection is desired elsewhere, the applicant shall confirm that the connection location is acceptable to the City of Puyallup. [PMC 14.08.070] • Sanitary sewer mains shall be 8-inch minimum and located 5-feet east or north of roadway centerlines. In accordance with PMC 14.20.020, sewer main extensions shall be carried across the full width of the property being served except in those cases where, in the opinion of the city engineer, the utility involved can never, under any circumstances, be extended beyond the property being served. [PMC 14.20 and PMC 17.42] • Any portion of a City maintained sewer extension located outside City right-of-way must be centered in a 40-foot wide easement granted to the City for maintenance purposes. The easement shall be clearly indicated on the construction drawings. [PMC 17.42 & CS 401(14)] • A separate and independent side sewer will be required from the public main to the project site. Side sewers shall be 6-inch minimum diameter with a 0.02 foot per foot slope. Side sewers shall have a cleanout at the property line, at the building, and every 100 feet between the two points. [PMC 14.08.110 & CS 401(6)] • If the proposed side sewer is greater than 6-inches, a sanitary sewer manhole shall be provided at the property line. • Side sewers shall have a cleanout at the property line, at the building, and every 100 feet between the two points. [PMC 14.08.120 & CS 401(7)] • Sewer main pipe and service connections shall be a minimum of 10-feet away from building foundations and/or roof lines. • Grease Interceptors are required for all commercial facilities involved in food preparation. If food preparation facilities are proposed now, or in the future, the applicant shall install an external grease interceptor in accordance with the current edition of the Uniform Plumbing Code adopted by the City of Puyallup, Puyallup Municipal Code, and City standard details. [PMC 14.06.031(3) & CS 401(5), 402.3] • The construction of a trash enclosure will require the enclosure pad to be elevated to prevent stormwater run-on. If a sewer area drain is proposed for any trash enclosure, then the entire enclosure shall be covered to prevent stormwater run-on and inflow into the sewer system. • Utility extensions, if required, shall be approved and permitted prior to any building permit issuance. [PMC 14.02.130] • The property lies within a sanitary sewer lift station latecomer’s agreement. The latecomer’s charge is $101,679.46 consisting of two parcels, Parcel 0420264007; $64,439.59 and Parcel 0420264019; $37,239.87. [PMC 14.20.030, 14.20.040] • The property also lies within a gravity sanitary sewer latecomer’s agreement. The latecomer’s charge is $59,776.13 for Parcel 0420264007. [PMC 14.20.030, 14.20.040] • If any single family residential structures will ultimately be proposed, a sanitary sewer system development charge (SDC) will be assessed for each new single family residence and is due at the time of building permit issuance for the individual lot(s). The current amount of the SDC as of this writing is $5,890.00 [PMC 14.10.010, 14.10.030] • For any multi-family building, a sanitary sewer system development charge (SDC) will be assessed based on the number of “residential” units in the facility. Current SDC’s as of this writing are $5,890.00 for the first residential unit and $4,417.50 for each additional unit. [PMC 14.10.010, 14.10.030] • For any commercial building, including common/administrative facilities associated with a residential use (office, clubhouse, hallways, pool areas, etc.), a sewer system development charge (SDC) will be assessed based on the number of plumbing fixture units as defined in the Uniform Plumbing Code. Current SDC’s as of this writing are $5,890.00 for the first 15 fixture units and an additional charge of $394.63 for each fixture unit in excess of the base 15 plumbing fixture units. [PMC 14.02.040] • Sewer connection fees and systems development charges are due at the time of building permit issuance and do not vest until time of permit issuance. [PMC 14.10.010, 14.10.030]

Other/Miscellaneous

STORMWATER/ EROSION CONTROL: • Stormwater design shall be in accordance with PMC Chapter 21.10 and the Department of Ecology (Ecology) Stormwater Management Manual for Western Washington (aka “Ecology Manual”) as adopted by the City Council at the time of project application. (Note: The City anticipates adopting the 2019 Ecology Manual in June 2022.) • Refer to City Standards, Section 200 for Stormwater System Requirements. [PMC 17.42] • The applicant shall complete the stormwater flowchart, Figure 3.1, contained in Ecology’s Phase II Municipal Stormwater Permit, Appendix I. The completed flowchart shall be submitted with the preliminary stormwater site plan and highlight the Minimum Requirements (MR) triggered by the project thresholds. The link below may be used to obtain the flowchart: Western Washington PH II Stormwater Permit • NOTE: Areas of disturbance within the public ROW must be included in the project area as part of the stormwater thresholds and calculations. • The applicant is responsible for submitting a preliminary stormwater management site plan which meets the design requirements provided by PMC Section 21.10 and Ecology Manual. The preliminary stormwater site plan (PSSP) shall be submitted with the landuse application to ensure that adequate stormwater facilities are anticipated prior to development of the property. The preliminary stormwater site plan shall reasonably estimate the quantity of stormwater runoff and the application of On-site Stormwater Management BMPs for the proposed development. • The written technical report shall clearly delineate any offsite basins tributary to the project site and include the following information: [PMC 21.10.060] - the quantity of the offsite runoff; - the location(s) where the offsite runoff enters the project site; - how the offsite runoff will be routed through the project site. - the location of proposed retention/detention facilities - and, the location of proposed treatment facilities • Each section of the TIR/SSP shall be individually indexed and tabbed with each permit application and every re-submittal prior to review by the City. [PMC 21.10.060] • The project site is located within an area that was included in an analysis to discharge stormwater directly to the Puyallup River through an existing 42-inch trunkline constructed by the adjacent Viking project. However, the applicant should be aware that the project site currently releases surface flows to the roadside ditch along 5th Ave SE which ultimately flows westward under Shaw Road. On the west side of Shaw Road, the surface water is then conveyed northward under the BNSF railroad where the flow splits and is tributary to Deer Creek to the west, and the Puyallup River to the north. The Deer Creek system has known wetlands and the City believes there may be a wetland at the river which is hydraulically connected to the outfall on the Linden Golf Course. In an effort to utilize the existing trunkline, the applicant will be required to maintain the existing hydrology to the Deer Creek-Puyallup River critical areas (essentially an MR8 analysis). Any stormwater release above and beyond that required by the MR8 analysis may be conveyed to the trunkline in accordance with current regulations. • The applicant should be made aware that the existing stormwater trunkline outfall is currently being investigated for stability as a result of recent scouring by the Puyallup River. The City has hired consultants to evaluate the outfall and it is anticipated that the results of their evaluation will be completed by July 2022. If any repairs or remediation are necessary to the outfall, and depending on the timeline of this project, it may prevent this project from using the outfall until the repairs/remediation is completed. • Public right-of-way runoff shall be detained and treated independently from proposed private stormwater facilities. This shall be accomplished by enlarging the private facilities to account for bypass runoff; providing separate publicly maintained storm facilities within a tract or dedicated right-of-way; or, other methods as approved by the City Engineer. [PMC 21.10.190(3)] • Development and redevelopment projects are required to employ, wherever feasible, Low Impact Development (LID) Best Management Practices (BMPs) to meet the design criteria set forth in PMC 21.10.190, the Ecology Manual Volume I, Minimum Requirement 5; Volume III, Chapter 3; and Volume V, Chapter 5. • If infiltration facilities/BMPs are anticipated, the number of infiltration tests shall be based on the area contributing to the proposed facility/BMP, e.g., one test for every 5,000 sq. ft of permeable pavement, or one test for each bioretention cell. • Preliminary feasibility/infeasibility testing for infiltration facilities/BMPs shall be in accordance with the site analysis requirements of the Ecology Manual, Volume I, Chapter 3, specifically: - Groundwater evaluation, either instantaneous (MR1-5), or continuous monitoring (MR1-9), during the wet weather months (December 21 through April 1). - Hydraulic conductivity testing: i. If the development meets the threshold to require implementation of Minimum Requirement #7 (flow control); or, if the site soils are consolidated; or, if the property is encumbered by a critical area, then Small Scale Pilot Infiltration Testing (PIT) during the wet weather months (December 21 through April 1) is required. ii. If the development does not meet the threshold to require implementation of Minimum Requirement #7; or, is not encumbered by a critical area; and is located on soils unconsolidated by glacial advance, grain size analyses may be substituted for the Small Scale PIT test at the discretion of the review engineer. - Testing to determine the hydraulic restriction layer. - Mounding analysis may be required in accordance with Ecology Volume III Section 3.3.8. • Upon submission of any geotechnical infiltration testing, appropriate long-term correction factors shall be noted for any areas utilizing infiltration into the underlying native soils in accordance with the Ecology Manual, Volume III, Chapter 3. Provide the long-term infiltration rate calculation in the stormwater report. • At the time of civil permit application, the applicant is responsible for submitting a permanent storm water management plan which meets the design requirements provided by PMC Section 21.10. [PMC 21.10.190, 21.10.060] - When using WWHM for analysis, provide the following WWHM project files with the civil permit application: - Binary project file (WHM file extension) - ASCII project file (WH2 file extension) - WDM file (WDM file extension) - WWHM report text (Word file) • Overflow facilities shall be provided for any proposed detention/retention (R/D) facilities in accordance with the City Standards. This includes a downstream analysis a minimum of ¼ mile downstream from the site. • Trench dams shall be provided at the property line for utilities located below infiltrative facilities including, but not limited to, permeable pavements and bioretention facilities. Reference City Standard Detail 06.01.10. • Any above-ground stormwater facility shall be screened from public right-of-way and adjacent property per the underlying zoning perimeter buffer requirements in the PMC. • Stormwater R/D facilities shall be a minimum of 20-feet from any public right-of-way, tract, vegetative buffer, and/or property line measured from the toe of the exterior slope/embankment of the facility. [PMC 21.10 & DOE Manual, Vol. V, Pg 10-39 and Pg 10-9] • Water quality treatment of stormwater shall be in accordance with the Ecology Manual, Volume 1, Minimum Requirement 6; and Volume 5, Runoff Treatment. Depending on the final design, it is likely that a separate public WQ facility will be required to treat 33rd St SE stormwater. • If the applicant proposes to use bioretention cells for water quality treatment, the following notes shall be added to the civil design plans: - “At the completion of the bioretention cells construction, the engineer-of-record shall provide a written statement to the City of Puyallup that the bioretention cells were built per the approved design.” - “The bioretention soil media (BSM) supplier shall certify in writing that the bioretention soil media meets the guidelines for Ecology-approved BSM including mineral aggregate gradation, compost guidelines, and mix standards as specified in the 2012 Low Impact Development Technical Guidance Manual for Puget Sound. And, if so verified, no laboratory infiltration testing, cation exchange, or organic content testing is required.” • Stormwater runoff associated with the buildout of 33rd St SE (frontage improvements) will require installation/extension of the existing 24-inch stormwater trunkline to accommodate road runoff. The trunkline shall be extended across the entire frontage of the property being served unless otherwise approved by the City Engineer. There will be a Latecomer fee charged associated with the connection to the existing trunkline based on the project’s pro rata share as determined by the latecomer agreement which is still under negotiation. • At the time of civil permit application, all pipe reaches shall be summarized in a Conveyance Table containing the following minimum information and included in the TIR: Pipe Reach Name Design Flow (cfs) Structure Tributary Area Pipe-Full Flow (cfs) Pipe Diameter (in) Water Depth at Design Flow (in) Pipe Length (ft) Critical Depth (in) Pipe Slope (%) Velocity at Design Flow (fps) Manning’s Coefficient (n) Velocity at Pipe-Full Flow (fps) Percent full at Design Flow (%) HGL for each Pipe Reach (elev) • All storm drains shall be signed as follows: a) Publicly maintained stormwater catch basins shall be signed using glue-down markers supplied by the City and installed by the project proponent. b) Privately maintained stormwater catch basins shall be signed with pre-cut 90ml torch down heavy-duty, intersection-grade preformed thermoplastic pavement marking material. It shall read either “Only Rain Down the Drain" or “No Dumping, Drains to Stream”. Alternatively, the glue-down markers may be purchased from the City for a nominal fee. • All private storm drainage facilities shall be covered by a maintenance agreement provided by the City and recorded with Pierce County. Under this agreement, if the owner fails to properly maintain the facilities, the City, after giving the owner notice, may perform necessary maintenance at the owner’s expense. • Erosion control measures for this site will be critical. A comprehensive erosion control plan will be required as part of the civil permit application. • The applicant should be aware that the property is located in an area currently under negotiation for a stormwater latecomer’s agreement. The actual latecomer’s charge has not been finalized as of this writing, but the fee currently under consideration is $1.29 per square foot of hard surface tributary to the existing stormwater trunkline that was constructed by the adjacent Viking project. [PMC 14.20.030, 14.20.040] • A Stormwater Systems Development fee will be assessed for each new equivalent service unit (ESU) in accordance with PMC Chapter 14.26. Each ESU is equal to 2,800 square feet of ‘hard’ surface. The current SDC as of this writing is $3,560.00 per ESU. • Stormwater Systems Development fees are due at the time of site development permit or in the case where no site development permit is required, at the time of building permit issuance for the individual lot(s); and the fees do not vest until the time of site development permit issuance, or at the time of building permit issuance in the case where a site development permit is not required. • A Construction Stormwater General Permit shall be obtained from the Department of Ecology if any land disturbing activities such as clearing, grading, excavating and/or demolition will disturb one or more acres of land, or are part of larger common plan of development or sale that will ultimately disturb one or more acres of land. The link below may be used to obtain information to apply for this permit: Construction Stormwater General Permit

Other/Miscellaneous

STREET: • Half-street improvements shall be completed along the entire property frontage and include curb, gutter, sidewalk, roadway base, pavement, street lighting, and drainage. Dedication of right-of-way will be necessary along 33rd St SE. [PMC 11.08.120, 11.08.130, 19.12.050(1)] • Existing public utilities that are in conflict with proposed frontage improvements shall be relocated as necessary to meet all applicable City, State, and Federal requirements. • Existing private utilities (gas, telcom, cable, fiber optic, etc…) that are in conflict with City maintained right-of-way and utilities shall be relocated outside of the travelled road section, i.e., behind the curb under the sidewalk area. • Upon civil permit application, the following items shall be provided: - Road plans shall include a plan and profile view of the roadway indicating both the centerline and flow line elevations. [PMC 17.42 & CS 2.2] - A separate street lighting and channelization plan shall be provided in accordance with City Standards. - Commercial and Multi-family projects shall provide an autoturn analysis for the largest anticipated vehicle that would access the site. Curb radii and entrance dimensions shall be increased as necessary to allow vehicles to access the site without encroaching into adjacent lanes of traffic. - Root barriers in accordance with City Standard Detail 01.02.03 shall be installed for all street trees within ten (10) feet of the public ROW. - Wheel chair ramps, accessible routes, etc. shall be constructed in accordance with City Standards and current ADA regulations. If there is a conflict between the City Standards and ADA regulations, the ADA regulations shall take precedence over the City’s requirements. [PMC 17.42] - Any surface area proposed for parking, drive aisle, or outdoor storage shall be paved with asphalt or concrete. [PMC 20.30.045(3), 20.35.035(3), 20.44.045(2)] • Any curb, gutter, sidewalk, or other existing improvements which currently do not meet City Standards, or are damaged during construction, shall be replaced. [PMC 11.08.020] • Upon review of the required, submitted traffic report, additional off-site improvements may be required as directed by the Traffic Engineering Department. [PMC 17.42]

Other/Miscellaneous

GRADING: • A Grading Plan conforming to all requirements of PMC Section 21.14.120 will be required for this project. The Plan shall be prepared by a Civil Engineer licensed in the State of Washington. [PMC 21.14.070] • A geotechnical report conforming to all requirements PMC Sections 21.14.150 and 21.14.160 will be required for this project. The Report shall be prepared by a Civil Engineer or Engineering Geologist licensed in the State of Washington. Prior to final acceptance of this project, the author of the Report shall provide certification to the City the project was constructed in accordance with the recommendations contained in the report. • Cross sections will be required at various points along the property lines extending 30-feet beyond the project limits to assure no impact from storm water damming or runoff. [PMC 17.42 & CS 502.1] • At the time of civil permit application, the following notes shall be added to the first sheet of the TESCP: -“At any time during construction it is determined by the City that mud and debris are being tracked onto public streets with insufficient cleanup, all work shall cease on the project until this condition is corrected. The contractor and/or the owner shall immediately take all steps necessary to prevent future tracking of mud and debris into the public ROW, which may include the installation of a wheel wash facility on-site.” -“Contractor shall designate a Washington Department of Ecology certified erosion and sediment control leadperson, and shall comply with the Stormwater Pollution Prevention Plan (SWPPP) prepared for this project.” -“Sediment-laden runoff shall not be allowed to discharge beyond the construction limits in accordance with the Project’s NPDES General Stormwater Permit.” -“The permanent infiltration system shall not be utilized for TESC runoff. Connect infiltration trench to the upstream stormwater conveyance only after construction is complete and site is stabilized and paved.” • RCW 19.122 requires all owners of underground facilities to notify pipeline companies of scheduled excavations through the one-number locator service if proposed excavation is within 100 feet. 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.

Other/Miscellaneous

MISC: • All proposed improvements shall be designed and constructed to current City Standards. [PMC 14.08.040, 14.08.120, 17.42] • Civil engineering drawings cannot be accepted until Planning Department requirements have been satisfied, including but not limited to, SEPA, Preliminary Site Plan approval, CUP, and/or Hearing Examiner conditions. • Civil engineering drawings will be required for this project prior to issuance of the first building permit. Included within the civil design package shall be a utility plan overlaid with the proposed landscaping design to ensure that potential conflicts between the two designs have been addressed. - At the time of civil application, submit electronic files in PDF format, through the City’s Permit Portal. Contact the Permit staff via email at PermitCenter@ci.puyallup.wa.us for the initial project submittal. • Civil engineering plan review fee is $470.00 (plus an additional per hour rate of $130.00 in excess of 5 hours). The Civil permit shall be $300.00 and the inspection fee shall be 3% of the total cost of the project as calculated on the Engineering Division Cost Estimate form. [City of Puyallup Resolution No. 2098] • Benchmark and monumentation to City of Puyallup datum (NAVD 88) will be required as a part of this project plat. • Engineering plans submitted for review and approval shall comply with City Standards Section 1.0 and Section 2.0, particularly: - Engineering plans submitted for review and approval shall be based on 24 x 36-inch sheets. - The scale for design plans shall be indicated directly below the north arrow and shall be only 1”=20’ or 1”=30’. The north arrow shall point up or to the right on the plans. - Engineering plan sheets shall be numbered sequentially in this manner: Sheet 1 of 20, Sheet 2 of 20, etc. ending in Sheet 20 of 20. • All applicable City Standard Notes and Standard Details shall be included on the construction plans for this project. A copy of the City Standards can be found on the City’s web site under City Engineering, Development Engineering. • Prior to Acceptance/Occupancy, Record Drawings shall be provided for review and approval by the City. The fee for this review is $200.00. Record Drawings shall be provided as follows: - In accordance with City Standards Manual Section 2.3. - Electronic version of the record drawings in the following formats: 1. AutoCAD Map 2007 or newer in State Plane South Projection 2. PDF

Other/Miscellaneous

• Based on City of Puyallup Municipal Codes fire sprinkler and fire alarm systems shall be required. • The fire sprinkler system shall be designed and install per NFPA 13, 2016 Edition. • The City of Puyallup Municipal Code requires the fire alarm system to be designed and installed to “Total Coverage” per NFPA 72, 2016 Edition. PMC 17.16.070 (4) and requires U.L. Certification per PMC 17.16.020. • A Water Availability/ Fire flow Letter shall be required. • Structures requiring more than 2500 GPM require the fire mains to be looped. • Provide F.D.C, and P.I.V locations to determine code compliance. F.D.C will need a dedicated fire hydrant to serve the structure. • Provide Riser Room Location. If a Fire Pump is required the room will need to be designed with a 2hr rating. • Fire hydrants are required by Code and each shall be a minimum of 50’ away from the building. • Provide Fire Hydrant locations, Fire Hydrants are required to reach the building within 400’. • Auto-turn or equivalent program required to demonstrate code compliance. • The fire access road (lane) shall be a minimum of 24’, 26’ in front of hydrants and 26’ if the building is over 30’ in height throughout the parking lot. • Fire lane striping and No Parking signs will be addressed at Civils and require a separate sheet. • 33rd Street SE will not be allowed to have any fencing without gates for the Multi Barn and new structure. This street will need to be used as fire access to the structure. • The multi-purpose barn will require fire access, minimum 20' all weather surface off of 33rd Street SE. • Multi-purpose barn will need a use and SQFT for a full review. • Cottages require more information for review. • Knox box required.