CITY OF PUYALLUP PERMITTING PORTAL

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Improvements shall include roadway widening (36ft roadway) 10ft planter strip, 5ft sidewalk, 5ft bike lanes, street lighting.

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60ft ROW - 34ft roadway width, 7.5ft planter strips, 5 sidewalk. This road section will accommodate on-street parking on both sides of the street. Shared driveways could minimize driveway cuts, and increase on-street parking.

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Driveway does not align across the street.

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Operational analysis of 31st/Fruitland needs to account for unserved demand from excessive queuing. Analysis of peak hour vehicle throughput (traffic counts) will not represent actual vehicle delay.

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Off-site paved transition to face of curb

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Off-site paved transition from face of curb

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Engineering standards have a maximum 500ft length for cul-de-sacs per 01.01.16

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For a local roadway, minimum 35ft spacing from radius PT

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Center TWLTL required to safely accommodate inbound/outbound vehicles for Arterial roadway.

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City estimates ROW dedication will be ~9ft.

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Minimum 25ft radius

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971.02 ft

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35.00 ft

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Other/Miscellaneous

Traffic scoping worksheet will be required. 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 Access and Impact Study (TAIS). The City has adopted a City-Wide Traffic Impact Fee of $4,500 per PM peak hour trip and shall be paid prior to building permit issuance. Park impact fee was established by Ordinance 3142 dated July 3, 2017 and shall be charged per new dwelling unit based on its size: Park Impact Fee (Per residential dwelling Unit): Less than 500 sqft $1,560.05 500 - 999 sqft $2,313.53 1,000 – 1,999 sqft $3,291.31 2,000 sqft or more $4,017.30 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. The extent of paving would be determined based on current condition. Any existing improvements which are damaged now or during construction, or which do not meet current City Standards, shall be replaced. Based on the materials submitted, the applicant would be expected to construct half-street improvements on the following streets: -Fruitland is classified as a Minor Arterial and shall consist of curb, gutter, 36ft wide roadway (2-12ft drive lanes, 1- 12ft TWLTL), 5ft bike lanes, 5ft sidewalks, 10ft planter strip, and streetlights. -This section of Fruitland is designated to have bike lanes per our active transportation plan. -City estimates approximately 9ft of ROW dedication will be required to construct frontage. -Center TWLTL will be required along frontage to safely accommodate inbound/outbound vehicles for Arterial roadway. See Fruitland Estates & Fruitland Ridge developments for similar requirements. The City requires 75ft of TWLTL in both directions, extending both directions from proposed driveway location. -Frontage design will likely require off-site transitions Fruitland along the site is designated as a Minor Arterial. City standards (Section 101.10.1) require minimum spacing of 300 feet -Per City standards, commercial driveways must be aligned with intersections/driveways across the street. -Depending on the location site access, and alternative methods request may be necessary based on driveway spacing. -Access restrictions may be necessary if City Standards are not met. During preliminary site plan review a sight distance analysis will be required ensure driveway location will meet City standards.

Other/Miscellaneous

GENERAL • Civil engineering drawings will be required for this project prior to issuance of the first building permit (The city has transitioned to electronic review. Please reach out to the city permit technicians at PermitCenter@PuyallupWA.gov and they will guide you how to submit). Included within the civil design package will be a utility plan overlaid with the landscape architects landscaping design to ensure that potential conflicts between the two designs have been addressed. Engineering plans 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 plan review fee is $670.00 (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] • Civil Engineering drawings shall conform to the following City standards Sections 1.0 and 2.0: o Engineering plans submitted for review and approval shall be on 24 x 36-inch sheets. o Benchmark and monumentation to City of Puyallup datum (NAVD 88) will be required as a part of this project / plat. o 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 pon the plans. o 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. o 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 Office of the City Engineer, Engineering Services.

Other/Miscellaneous

FRONTAGE Short and Major Plats: • Any subdivision of land as part of a short plat or formal platting process shall require curb, gutters, planter strips, street trees, sidewalks, storm drainage, street lighting, and one-half street paving (only required if the existing pavement condition is poor) in accordance with the city’s Public Works Engineering and Construction Standards and Specifications. The frontage improvements shall be required along all street frontage adjoining the properties created by the land division process. Frontage improvements shall also be required where any reasonable access to the property connects to the public right-of-way, although the primary access is located on another parcel. Also see PMC 11.08. Specific Frontage Requirements Road improvements along S Fruitland shall include, but not limited to the following: • S Fruitland is designated as a minor arterial which necessitates three vehicular traffic lanes all being a minimum 12’ wide • A two way left turn lane will be necessary along the project frontage which will require the existing roadway to be widened. • Street right of way dedication will be necessary for the classification of this roadway and required improvements. • Street lights are required every 150’ per city standards

Other/Miscellaneous

WATER • Water to this site is to be provided by Fruitland Mutual Water Company. Applicant shall design and construct watermain to meet Fruitland Mutual Water standards as necessary. Applicant is responsible for verifying the required level of backflow protection with the water authority. Water connection fees and systems development charges shall be in accordance with Fruitland Mutual Water Company. The applicant shall provide a water availability letter prior to building permit issuance for the site. [RCW 19.27.097 & PMC 14.02.130] • Fire hydrants and other appurtenances such as Double Detector Check Valve Assembly (DDCVA) and Post Indicator Valve (PIV) shall be placed as directed by the Puyallup Fire Code Official.

Other/Miscellaneous

SEWER • The property is currently over 300’ from the city’s sanitary sewer system. While the site is located within the city’s sanitary sewer service area, septic use is an acceptable option for a short plat/single-family residence under current city regulations. Permit/design approval must be obtained from the Tacoma Pierce County Health Department and their signature will be reflected on the short plat document verifying acceptable design. • The proposed sewer system shall be designed and constructed to current City standards. [PMC 14.08.070] • If choosing to connect to sewer, the applicant must extend the gravity sewer from the intersection of 23rd St SW and 31st Ave SW. The sewer manhole depth at this location is approximately 166” deep ie 13.8’.The main will be public in the right of way. If a proposed connection is to occur elsewhere, the applicant shall confirm that the system is located within a 40-foot easement dedicated to the City for maintenance purposes. [PMC 14.08.070, PMC17.42 & CS 401(14)] • The extension of sewer south along 23rd St SW is in sewer basin Puy-15 along with the lot at 3410 23rd St SW. Lot 3305 S Fruitland resides in a separate sewer basin: Puy-26. The extension of sewer from one basin to another will require the applicant to pay BHC (the firm who created the City Sewer Comprehensive Plan) to re-analyze the capacity of the downstream system in basin Puy-15 for the proposed development. • A structure is needed to be placed at the property line to distinguish ownership/maintenance responsibility. • A separate and independent side sewer will be required from the public main to all building sites for each proposed lot. Side sewers shall be extended from the main 15-feet beyond the property line at the building site and shall be 6-inch minimum diameter with a 0.02 foot per foot slope. [PMC 14.08.110 & CS 401(7)]

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STORM • Design shall occur pursuant to the 2019 Stormwater Management Manual for Western Washington (The 2019 SWMMWW). • Preliminary feasibility/infeasibility testing for infiltration facilities 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 well (MR1-9) during the wet weather months (December 21 through April 1). - Hydraulic conductivity testing: o If the development triggers Minimum Requirement #7 (flow control), if the site soils are consolidated, or is encumbered by a critical area a Small Scale Pilot Infiltration Tests (PIT) during the wet weather months (December 21 through April 1) is required. o If the development does not trigger Minimum Requirement #7, 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. - 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 Volume I, Section 2.5.1. The preliminary stormwater site plan (PSSP) shall be submitted prior to Preliminary Site Plan approval to ensure that adequate stormwater facilities are anticipated prior to development of the individual lot(s). The preliminary stormwater site plan shall reasonably estimate the quantity of roof and driveway stormwater runoff and the application of On-site Stormwater Management BMPs for the proposed development. • The detention system shall be placed in a storm tract and granted an access easement to the City of Puyallup for maintenance purposes • Provide a preliminary drainage plan at the time of preliminary site plan • A survey prepared by a registered surveyor, showing the following is necessary for project exceeding 2,000SF or more of new plus replace hard surfaces as defined by the 2019 Ecology Manual: o Existing public and private development, including utility infrastructure on and adjacent to the site if publicly available o Major hydrologic features with a streams, wetland, and water body survey and classification report showing wetland and buffer boundaries consistent with the requirements of the jurisdiction o Minor hydrologic features, including seeps, springs, closed depression areas, drainage swales. Contours requirements for the survey are as follows: • Up to 10 percent slopes, two-foot contours. • Over 10 percent to less than 20 percent slopes, five-foot contours. • Twenty percent or greater slopes, 10-foot contours. • Elevations shall be at 25-foot intervals. • The applicant shall include a completed stormwater flowchart, Figure 3.1, contained in Ecology’s Phase II Municipal Stormwater Permit, Appendix I with the stormwater site plan. The link below may be used to obtain the flowchart: https://ecology.wa.gov/DOE/files/7a/7a6940d4-db41-4e00-85fe-7d0497102dfd.pdf • Public right-of-way runoff shall be detained and treated independently from proposed private stormwater facilities. This shall be accomplished by providing separate publicly maintained storm facilities within a tract or dedicated right-of-way; enlarging the private facilities to account for bypass runoff; or other methods as approved by the City Engineer. [PMC 21.10.190(3)] • The following items shall be included at the time of Civil permit submittal: o A permanent storm water management plan which meets the design requirements provided by PMC Section 21.10. The plan and accompanying information shall provide sufficient information to evaluate the environmental characteristics of the affected areas, the potential impacts of the proposed development on surface water resources, and the effectiveness and acceptability of measures proposed for managing storm water runoff. The findings, existing and proposed impervious area, facility sizing, and overflow control shall be summarized in a written report. [PMC 21.10.190, 21.10.060] • A written technical report that clearly delineates any offsite basins tributary to the project site and includes the following information: [PMC 21.10.060] o the quantity of the offsite runoff; o the location(s) where the offsite runoff enters the project site; o how the offsite runoff will be routed through the project site. o the location of proposed retention/detention facilities o and, the location of proposed treatment facilities • 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: http://www.ecy.wa.gov/programs/wq/stormwater/construction/ • The City will require an analysis from a wetland biologist and/or hydrogeologist to address Minimum Requirement #8 in accordance with Ecology manual Appendix I-D. This analysis will review your proposed discharge rate/duration/quality to the wetland and determine if there are any potential changes to the hydroperiod or impacts to the wetland ecosystem. The analysis will have to include a review of your offsite analysis and WWHM model as part of their determination. The stormwater report will need to be altered to include the analysis and any of the wetland Biologists/hydrogeologists recommendations to address any potential impact. This analysis will also have to be reviewed by planning to ensure that the analysis addresses their critical area code requirements. Stormwater R/D Facilities: • Any above-ground stormwater facility shall be screened in accordance with planning requirements. • 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] • A minimum of 5-feet clearance shall be provided from the toe of the exterior slope/embankment to any tract, property line, fence, or any required vegetative buffer. [PMC 21.10 & CS 206]

Other/Miscellaneous

FEES • 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. Fees are increased annually on February 1st. To obtain credit towards water and sewer System Development Fees for existing facilities, the applicant shall provide the City evidence of the existing plumbing fixtures prior to demolition or removal. A written breakdown of the removed fixture types, quantities, and associated fixture units shall accompany the building permit application and be subject to review and approval by the City. [PMC 14.02.040, 14.10.030, PMC 14.02.040] • Stormwater system development fees are due at the time of civil permit issuance for commercial projects and at the time of building permit issuance for single family or duplex developments and do not vest until time of permit issuance. Fees are increased annually on February 1st. The City will assess the amount of existing credits applied to the project based on how many credits the property is currently being billed for. [PMC 14.26.070] Sewer • 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] Stormwater • 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.

Other/Miscellaneous

1) Geotechnical reports required for building pads. 2) Construction permits subject to adopted code at the time of complete application.

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IFC D107.1 - Provide two separate and approved fire apparatus access roads. PMC, IFC and IFC Appendix C Fire hydrants will be reviewed with the Civil plans (recommend detailing for preliminary plat) Water lines - consider fire flow and structure size for system design. Provide Hydraulic modeling with Civil plan review. IFC TABLE B105.1(1) 1000 GPM for up to 3600 sq/ft of fire area.