CITY OF PUYALLUP PERMITTING PORTAL

Engineering Division

60 days prior to discharging any runoff fromt he site a Construction Stormwater General Permit must be applied for with the Washington State Department of Ecology.

Development & Permitting Services

Boundary Line Adjustment required between cities once dedication and ROW construction are complete. City boundary shall be at new Right Of Way.

Traffic Division

-Traffic Impact fees (TIF) will be assessed in accordance with fees adopted by ordinance, per PMC 21.10. Impact fees are subject to change and are adopted by ordinance. The applicant shall pay the proportionate impact fees adopted at the time of building permit application -Park impact fee was established by Ordinance 3142 dated July 3, 2017 and shall be charged $0.87 per sqft of building space. -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. -As part of these improvements, additional right-of-way (ROW) may need to be dedicated to the City. -At the Valley Ave E/Freeman Rd E traffic signal, the applicant will be required to design/install/configure railroad interconnect and preemption. The design will be completed during Civil review (permitted/reviewed by the City of Fife). The City of Puyallup will condition building occupancy on the completion of this a life/safety improvement. -Coordinate with Union Pacific regarding potential at-grade rail crossing improvements. Any required improvements must meet Union Pacific design requirements. -During Civil review, City of Puyallup will require a sight distance analysis at each driveway and intersection (including Levee/Freeman) -At the northern driveway (looking north), sight lines encroach into the adjacent private property (owned by WSDOT). During Civil review, must provide an acknowledgement from WSDOT that they will keep this are clear of sight obstructions. -On the south end of the project frontage, the proposed 200amp service cabinet is within the sight triangle for the adjacent driveway (existing and future edge of roadway). -Install “No truck” signage for the mid-block commercial driveways. Driveway dimensions are acceptable and will be verified during civil review. -It is acceptable to have wider than 30ft driveway within the cul-de-sac to accommodate WB-67 truck movements. -The southern emergency access driveway will remain closed at all times (shall only be used for emergencies). Gate must meet Fire accessibility requirements and meet design requirements per the latest MUTCD. -Streetlight design will be reviewed during Civil permit submittal. -The City of Fife will allow Puyallup lighting infrastructure to be located within Fife ROW. However, this understanding must be documented within ILA agreement that is already needed for other City utilities located in Freeman Rd (water, sewer, storm). Issuance of Civil permits will be conditioned on ILA approval. -Applicant will provide Puyallup with lighting design (within Civil permit) that includes lighting on Levee Rd and infrastructure within Fife ROW. -For 22nd Ave NW, use Leotek GCM1-60J-MV-2R-40K-GY-105-XX. The luminaire listed within COP standards for commercial use is no longer manufactured. -For Levee Rd (Arterial), use GE Evolve ELR2 ERL2-0-23-A3-40-D-GRAY-A-L-V1 Use adjustable output ELR2 units. -Consistent with the most recent submittal, the following Freeman Rd / Levee Rd intersection improvements are required: Shifting west to meet sight distance requirements, adding southbound and eastbound left-turn pockets with an acceleration lane on Levee Rd) With this mitigation, Fife LOS standards are met.

Planning Division

At the time of civil permit, the applicant shall provide a grading and landscape plan for the site frontage and around TPN 0420201032 that shows a 6' tall slope, with 6' back wall, and a 6' tall wood fence atop the back of the sloped berm, consistent with the Type 1d standard in the city's VMS standards manual. All plant material size and density shall meet the various applicable sections of the VMS.

Planning Division

The applicant will need to prove appropriate legal rights/access are provided by PTI and/or BIA to allow any impacts to those affected tribal lands/properties near the development and any off-site roadway, off-site sight distance (Levee/Freeman), storm water discharge, temp construction and/or utility improvements. The applicant will also need to provide proof of PTI approval to the off-site downstream oxbow (Fife) wetland. PTI permits are known to be required to discharge storm water onto PTI owned lands downstream. The Levee Road/Freeman Road intersection improvements are known to require various easements and potentially other approvals from PTI government.

Building Division

Vehicle charging stations will be required with new parking under the 2021 Washington Building Codes (WAC 51-50-0429). Please review these standards for parking and additions as applicable.

Development & Permitting Services

CIVIL SUBMITTAL • 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 herein 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 (including utility main extensions) 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]

Development & Permitting Services

WATER The proposed water system shall be designed and constructed to current City standards. [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)] • 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 sewer and water lines shall be isolated by encasement, shielding, or other approved methods. [PMC 14.02.120(f) & CS 301.1(8)] • Water pipe and service connections shall be a minimum of 10-feet away from building foundations and/or roof lines. • The applicant shall verify the level of backflow protection required for the domestic water supply with City of Puyallup Water. However, 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). [PMC 14.02.220(3) & CS 302.2] [PMC 14.02.220(3) & CS 302.2] • 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] • Maximum hydrant run is 20-feet. Hydrant runs that exceed this distance shall be served by a mainline with the hydrant feed line set at right angles to the supply main. • The fire sprinkler double detector check valve assembly (DDCVA) may be located either inside, or outside, of the building. The 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] • Water connection fees and systems development charges shall be in accordance with City of Puyallup requirements.

Development & Permitting Services

SEWER Refer to City Standards, Section 400 for Sewer System Requirements. [PMC 17.42] • 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. • Sewer main pipe and service connections shall be a minimum of 10-feet away from building foundations and/or roof lines. • The construction of a trash enclosure will require the enclosure pad to be elevated to prevent stormwater run-on and the entire enclosure covered to prevent stormwater inflow into the sewer area drain. See City Standards Section 208 for additional criteria. [CS 208.1] - Enclosures (with roof) shall be required for all new commercial and redevelopment projects where Minimum Requirement #1 though #5 or Minimum Requirement #1 though #9 are required, as outlined in the Ecology Manual. Enclosures shall be covered (roof) and fully enclosed to prevent precipitation from entering containers, compactors, grease traps and the enclosure floor. This does not exempt the requirement for watertight containers. - Enclosures shall be large enough for a garbage service vehicle to pick up and dump the waste without the container being rolled outside the enclosure. Total height of the enclosure shall be a minimum of 15 feet. The gate opening shall be a minimum of 12 feet wide and swing open a minimum of 90 degrees from the closed position. Each gate shall also include a drop rod and receiving posts. - Enclosures should be strategically placed for accessibility and designed to accommodate the turning radius of a SU-30 single unit truck. - A grade break shall be provided around the enclosure to prevent runoff from entering the enclosure. - No stormwater catch basins or manholes should be located near the enclosure, if unavoidable the lid should be solid and locking. - The interior floor of the enclosure area shall slope towards a Type I catch basin, or equivalent, and be plumbed to sanitary sewer. - Roof downspouts for enclosures shall be connected to an existing or new stormwater collection system and accounted for during design. Downspouts discharging over sidewalks and parking lots are prohibited. - When designing garbage enclosures, developers are encouraged to contact the garbage service provider to verify the location and access. • 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]

Development & Permitting Services

STORMWATER • Design shall occur pursuant to current City Standards and the current stormwater management manual as adopted by the City Council at the time of project application. The City is currently using the 2019 Stormwater Management Manual for Western Washington. [PMC 17.42 and 21.10 and CS 200] • Areas of disturbance within the public ROW must be included in the project area as part of the stormwater thresholds and calculations. • 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; and Volume V. • 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) • Water quality treatment of stormwater shall be in accordance with the Ecology Manual, Volume 1, Minimum Requirement 6; and Volume 5, Runoff Treatment. • 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. The BMP descriptions and maintenance criteria shall be obtained from the "City of Puyallup Site Management Plan for Stormwater Operations and Maintenance." 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. • Prior to permit issuance, the applicant shall post a financial guarantee in accordance with PMC 21.10.160 in the amount of 125% of the cost of the stormwater system. • 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 $4,085.23 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.

Development & Permitting Services

STREET • Prior to civil permit issuance, additional right-of-way dedication is required along the property frontage in order to accommodate the final design. Also, see traffic engineering comments for additional criteria. [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, 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 (if required) 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]

Development & Permitting Services

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 may be required at various points along the property lines in accordance with City Standards Section 502 and 503 to ensure 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.” -“Any permanent infiltration system shall not be utilized for TESC runoff. Connect infiltration system 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.

Development & Permitting Services

County coordination and review required for design and installation of utilities within the levee. Draft conditions have already been shared with the applicant.

Development & Permitting Services

It is the applicant’s responsibility to be knowledgeable of and coordinate the different permits and permit timelines between the two cities. An Interlocal Agreement between the Cities of Fife and Puyallup is required for utility coordination and the redrawing of the city boundary along the newly dedicated frontage.

Development & Permitting Services

Multiple open demo permits exist for this site and must be closed out prior to civil approval.

Development & Permitting Services

An agreement to supplement the city’s sewer and storm utilities has been proposed to mitigate the effects and maintenance responsibilities of installing over 4,000 lineal feet of force main pipe for each utility. The low potential for additional customers versus the potential maintenance and repair costs are the driver of the agreement. Details of the agreement and actual amounts are TBD, but it shall be of an adequate amount to provide for inspection, maintenance and annualized repair indefinitely.

Development & Permitting Services

The newest version of the civil plans (7/16/2025) that accompany the Preliminary Site Plan (P-21-0136) call out the proposed Storm Pump Lift Station as public. The station which is located at the NE corner of Freeman Rd E and 22nd Ave NW shall be private and shall be owned and maintained by the private property owner into perpetuity. This includes all of the pipes and catch basins on the private property.