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17-106091-PCr^� CITY OF A. Federal Mr. Wayne Nelson Encompass Engineering 165 NE Juniper Street, Suite 201 Issaquah, WA 98027 xvnelsengeric ; passes -net caDenQencompasses.net Way FILE, Re: File #17-106091-00-PC, PREAPPLICATION CONFERENCE SUMMARY Kislyak Short. Plat, 34402 24th Place SW, Federal Way Dear Mr. Nelsen: CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com Jim Ferrell, Mayor January 30, 2018 Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held January 11, 2018 . We hope that the information discussed at that meeting was helpful in understanding the general requirements for your project as submitted. This letter summarizes comments given to you at the meeting by the members of the DRC. The members who reviewed your project and provided comments include staff from the City's Planning and Building Divisions and Public Works Department, and representatives from Lakehaven Utility District and South King Fire and Rescue. Some sections of the Federal Way Revised Code (FWRC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In preparing your formal application, please refer to the complete FWRC and other relevant codes for all additional requirements that may apply to your project. The complete Federal Way City Code (FWCC) can be found on- line at: h=://www.codepublishing.cgm:m IWA/Fe The key contact for your project is Jim Harris (253-835-2652, or jim.harris@,tityoffederalwacom). For specific technical questions about your project, please contact the appropriate DRC representative as listed below. Otherwise, any general questions about the preapplication and permitting process can be referred to your key contact. PROJECT DESCRIPTION Subdivision of one lot into seven residential lots; plus a storm drainage tract, public right -of way improvements, and associated improvements. MAJOR ISSUES Outlined below is a summary of the major issues of your project based on the plans and information submitted for preapplication review. These issues can change due to modifications and revisions in the plans. These major issues only represent comments that the DRC consider most significant to your project and do not include the majority of the comments provided. The major issues section is only provided as a means to highlight critical requirements or issues. Please be sure to read the entire department comments made in the next section of this letter. Mr. Wayne Nelsen Page 2of14 January 30, 2018 • Planning Division o All residential subdivisions are required to provide open space in the amount of 15 percent of the gross land area of the subdivision site per FWRC 18.55.060(2). All or some of the open space requirement may be satisfied by a fee -in -lieu payment. • Public Works Development Services Division Major Issues — Stormwater The preliminary plan has been submitted on the wrong vertical datum. The City of Federal Way's standard datum is NGVD 29. 2. Water Quality Treatment will be Enhanced Basic in accordance with the 2016 King County Surface Water De ign Manual (KCSWDM) and the City of Federal Way Addendum to the 2016 KCSWDM. 3. Due to a downstream constriction the developer will be required to provide Level 3 Flow Control, or to correct the downstream constriction as part of this development. Major Issues — Street 1. Preliminary assessment of required mitigation for cutting into 22nd Place SW for water, sewer, and other utilities would be for grind and overlay of 22nd Place SW from the end of road to SW 344th Street. • Public Works Traffic Division ■ Tranortation Concurrency Management (FWY�RC 19.90) — A transportation concurrency permit with the application fee of ,$'1,620.00 is required for the proposed project. ■ Traffic Impact Fees (FWRC 19.91) — Traffic impact fees are required for single-family residential dwelling units. • Frontage Improvements (FWRC 19.135.040) — Construct street frontage improvements and dedicate right-of-way along the north property line; extending SW 344th Place. ■ Access Management (FW IRC 19,135.260) — The development shall meet access management standards. • Block Perimeter (FWRC 18.55.010 & FWYIRC 19.135.251) — The development shall meet block perimeter requirements of 1,320 feet for non -motorized access, and 2,640 feet for streets. R Intersection Sight Distance - Submit intersection sight distance analysis consistent with AASHTO standard. DEPARTMENT COMMENTS Outlined below are the comments made by the representatives of each department present at the preapplication conference. Each section should be read thoroughly. If you have questions, please contact the representative listed for that section. File #17-106091-00-PC Doc ID: 77066 M Mr. Wayne Nelsen Page 3 of 14 January 30, 2018 COMMUNITY DEVELOPMENT — PLANNING DIVISION (Jim Harris, 253-835-2652, 'im.harris ci offederalwa .coin 1. Comprehensive Plan and Zoning De ignation — The city's comprehensive plan designation for the subject property is Single -Family Residential — High Density. The property is currently zoned Single -Family Residential (RS) 7.2. Note that any area established as an ingress/egress easement, flagpole, access panhandle, or access tract for each property must be deducted from the underlying parcel lot size per FWRC 19.05.120, definition of "Lot Area." Please include this "net" lot area on the lot closure calculations and short plat document. 2. Short Plat Process — Pursuant to FWRC 18.30.010, short plat applications are administratively processed through the Department of Community Development. The administrative review process requires that the Director of Community Development issue a decision on the short subdivision request and confirm conformance with FWRC 18.30.110(2). Public notice of the complete short plat proposal is required per FWRC 18.30.080, and a 15-day public comment period is provided. However, no public hearing will be required unless an appeal is filed. If the director issues an approval of the short plat, the approval typically includes and requires construction of associated infrastructure improvements. As required by the city's Public Works Department, all infrastructure improvements must be designed, reviewed, and constructed prior to recording the short plat. Prior to construction of short plat improvements, engineering approval must be granted by the Public Works Department. Please see Development Services Manager Cole Elliot's comments below for specific information regarding engineering requirements. A master land use application and short plat handout are enclosed; relevant code sections can be accessed at: www.code u lishino,.com/WA/FedemLWay. 3. State Environmental Policy Act (SEPA) —The proposal is SEPA exempt. 4. Public Notice —The city will prepare and the applicant will post, a notice board or boards on the subject property. Copies of the Notice of Application will also be posted at the city's designated public notice areas and published in the Federal lay Mirror. One set of public mailing envelopes must be submitted with the application. A handout regarding how to obtain mailing labels is enclosed. 5. Critical Areas There are no mapped or known critical areas within 200 feet of the site. 6. 5itz�le Family Residential Regulations — Existing and future residences must conform to the following bulk and dimensional requirements of FWRC 19.200.010, "Detached Dwelling Units": front yard — 20 feet; side yard — 5 feet; and rear yard — 5 feet. Please refer to FWRC 19.05.160, `Properly Line" definition for the flag lot setbacks illustration to see how the building setbacks should be applied. File #17-106091-00-PC Doc ID: 77066 Mr. Wayne Nelsen Page 4of14 January 30, 2018 Orivawey for Lot 71 Access Easemtnl for Lot 1 ........ , aye_.. _. _.._ _ r� ' Lot 2 i i r 1 ; i Lot 1 s•arr Or Lot 2 Driveway Not an arterial for trot 2 or principal collector Flag Lot Setbacks Lot 2 Lot 9 N i__..••-------- Driveway for Lot 2 Arterial or and Access Easement-principal for Lot 1 Lot 3 zW Driveway ; for Lot 3 Lot 2 and Access Easement ,. .r�------- for Lat 2 Lot 1 ti � . zo• Not an arterial or principal collector 1= = Front Yard S = Side Yard R = Rear Yard Lot coverage for residential uses is limited to 60 percent and includes all impervious surfaces, such as driveways, walkways, patios, and roof overhangs. Maximum height of structures is 30 feet above average building elevation. Driveway and/or parking pad in a required front yard may not exceed 20 feet in width (except as specified in FWRC 19.130.240[1][b]), and may not be closer than five feet to any side property line. The existing deck on proposed Lot No 1 must be at least five feet from any future property line. File #17-106091-00-PC Doc ID: 77066 Mr. Wayne Nelsen Page 5 of 14 January 30, 2018 7, Private Access Design — A handout drawing 3-2CC is enclosed that shows the required width for shared two lot access. The handout is from the Public Works Development Services Manual. 8. Open Space All residential subdivisions are required to provide open space in the amount of 15 percent of the gross land area of the subdivision site per FWRC 18.55.060(2). All or some of the open space requirements may be satisfied by a fee -in -lieu payment at the discretion of the Parks Director, after consideration of the city's overall park plan, quality, location, and service area of the open space that would otherwise be provided with the project. If the fee -in -lieu option is chosen, a written request to the Parks Director is required. A copy of this request is a required as a component of the short plat application. Open space fees shall be paid prior to recording the short plat. Refer to FWRC 19.100.070, "Timing of Fee Payments." 9. Landscaping Around Pond — A minimum width of three to five feet of landscaping strip for pond screening is required between the pond and roadway per FWRC 19.115.050. 10. Tree Retention/Replacement— The city's tree standards require each development/redevelopment to maintain a tree unit density. The minimum tree density requirements for RS zones are 25 tree units per acre. A tree retention plan prepared by a certified arborist, or a certified landscape architect, detailing how the subject property will meet tree unit density requirements shall be submitted with the short subdivision application. Items required to be included in the plan are itemized in FWRC 19.120.040(2)(a) through (e). The table below identifies tree unit values for retained and replacement trees. FWRC 19.120.130-2 — Tree Unit Credits Retained Trees Tree Unit Credit Existing Tree 1" to 6" d.b.h. 1.0 Existing Tree > 6" to 12" d.b.h. 1.5 Existing Tree > 12" to 18" d.b.h. 2.0 Existing Tree > 18" to 24" d.b.h. 2.5 Existing Tree > 24" d.b.h. 3.0 Replacement Trees Replacement Tree - Small (Mature canopy area < 450 SF) .50 Replacement Tree - Medium (Mature canopy area 450 to 1,250 SF) 1.0 Replacement Tree - Large (Mature canopy area > 1,250 SF) 1.5 11. Clearing & Grading— A clearing and grading plan addressing items listed in FWRC 19.120.040(1)(a) through 0) is required with a short subdivision application. Prior to beginning clearing and grading activities, all trees/vegetation that are to be preserved within and adjacent to the construction area shall be clearly marked and protected per guidelines prescribed within FWRC 19.120.160. File #17-106091-00-PC Doc ID: 77066 Mr. Wayne Nelsen Page 6 of 14 January 30, 2018 12. De ign Criteria and Improvements — Short plats are subject to the subdivision design and improvements criteria set forth in FWRC Chapters 18.55 and 18.60, respectively. It is the responsibility of the applicant to identify how the proposed short subdivision meets applicable design and improvements criteria and is therefore, entitled to the land division. 13. Sewage Disposal— The applicant must provide documentation that each lot in the subdivision will either connect to the sanitary sewer system, or provide an on -site septic system. Wherever feasible, all lots in the short plat shall be connected to sanitary sewer system; see comments from the Lakehaven Water & Sewer District, below. A sewer availability certificate from the Lakehaven Water & Sewer District must be provided with the short plat application if sanitary sewer is to be used. If connection to the sanitary sewer system is not feasible, on -site sewage disposal may be utilized. The design and construction of the septic system must be approved by the Public Health -Seattle & King County. Provide a copy of the Health Department Subdivision Pre -Application Report. If on -site septic systems are provided, prior to short plat recording, the applicant must obtain the Public Health -Seattle & King County signature on the short plat document and provide a copy of their signed Application for Final Subdivision. 14. Water— A water availability certificate from Lakehaven Water & Sewer District must be provided with the short plat application. 15. School Access Analysis —Pursuant to FWRC 18.55.070, pedestrian and bicycle access should be provided for established or planned safe school routes, bikeways, trails, transit stops, and general circulation. Please provide an analysis of access routes for schools serving this proposed short plat. Contact Jennifer Wojciechowski with Federal Way Public Schools at 253-945-2071, or j_wojcieCa &ms.or% for information about the school access analysis requirements and assignment information. 16. School Impact Fees —School impact fees are due at the time of building permit for new dwelling units. This fee amount is subject to change as determined annually by the Federal Way School District. Please check with the Permit Center, as mentioned below, for up-to-date fees. 17. Administrative Fees— Please contact the Permit Center at permitcenter citvoffederalNvay.com, or 253-835- 2607, for current short subdivision review fees. The applicant will also be responsible for transportation concurrency, engineering review (EN), and King County recording fees. 18. Approval Duration — Short plat approval expires five years from the date of approval, per FWRC 18.30.260. Engineering plans must be approved, improvements constructed, and the plat must be recorded within the five-year time period. Pursuant to FWRC 18.05.090, no less than 60 days prior to the lapse of approval, the applicant may request a two-year time extension for the plat approval. 19. Recording — The applicant will record the short plat with the King County Division of Records and Elections following final approval of the short plat document, completion of infrastructure, and Public Works Department approval of as -built plans. Prior to recording the short plat, water and sewer completion letters must be provided to the city and all surveying and monumentation must be complete. In addition, all other required improvements must be substantially completed as determined by the departments of Community Development and Public Works. The open space fee -in -lieu must be paid in full prior to recording. File #17-106091-00-PC Doc ID: 77066 Nir. Wayne Nelsen Page 7 of 14 January 30, 2018 PUBLIC WORKS — DEVELOPMENT SERVICES DIVISION (Cole Elliott, P.E., 253-835-2730, cole.elliot e citp deralway.com ) Land Use Issues — Stormwater Surface water runoff control and water quality treatment will be required per the 2016 King County Surface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to the manual. This project meets the requirements for a Full Drainage Review. At the time of land use site plan preliminary short plat submittal, a preliminary Technical Information Report (TIR), addressing the relevance of the project to the nine core and five special requirements of the KCSWDM will be required. A Level 1 downstream analysis shall also be provided in the preliminary TIR. The city addendum can be found at the following website: -,v%vw.citvoffederalwa .com node 1467. 2. The project lies within an area with an identified flow control restriction downstream; thus, the applicant must design the flow control facility to meet this performance criterion, level 3 flow control. In addition to flow control facilities, Best Management Practices (BMP's) are required as outlined in the KCSWDM. The project also lies within an Enhanced Basic Water Quality Area. Water quality treatment shall be designed to meet the treatment criteria of the Enhanced Basic Water Quality Menu. 3. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer, or septic designer, must be provided to verify infiltration suitability. 4. Detention and water quality facilities for short plats outside the City Center Core must be above ground (i.e. open pond). For short plats, the detention and water quality facilities shall be within a separate tract that will be owned and maintained by the owners of the platted lots. Underground facilities are allowed only with approval from the City of Federal Way Public Works Department. 5. Show the proposed location and dimensions of the detention and water quality facilities on the preliminary plans. 6. If more than one acre will be disturbed during construction, a National Pollutant Discharge Elimination System (NPDES) construction stormwater permit may be required. Information regarding this permit can be obtained from the Washington State Department of Ecology at 360-407-6048, or http: / /www. ecy.wa. gov/ programs /wq/ s tormwater/ cons truction/index.html. Right -of -Way Improvements 1. See the Traffic Division comments from Senior Traffic Engineer Erik Preston for traffic related items. 2. If dedication of additional right-of-way is required to install street frontage improvements, the dedication shall be conveyed to the city through a statutory warranty deed. The dedicated area must have clear title prior to recording. 3. Preliminary assessment of required mitigation for cutting into 22nd Place SW for water, sewer, and other utilities would be for grind and overlay of 22nd Place SW, from the end of road to SW 344t), Street. 4. All stormwater treatment and detention requirements outlined above may apply to any improvements within the public right-of-way. FAe #17-106091-00-PC Doc ID: 77066 IVIr. Wayne Nelsen Page 8 of 14 January 30, 2018 FWRC 19.135.280 requires that driveways serving residential uses may not be located closer than 25 feet to any street intersection. Lots and intersections within new subdivisions or short plats must be designed to meet this standard. EN Permit Issues 1. Engineered plans are required for clearing, grading, road construction, and utility work. Plans must be reviewed and approved by the city. Short plats are charged $1,669 for the first 12 hours of review. Additional review time is charged at $139 per hour. A final TIR shall be prepared for the project and submitted with the engineering plans. Both the TIR and the plans will require the signature/seal of a professional engineer registered/licensed in the State of Washington. 2. In addition to engineering approval, short plats and subdivisions are required to obtain a separate permit for grading. Details and fees may be obtained from the Building Division. 3. The Federal Way Public Works Development Standards Manual (including standard detail drawings, standard notes, and engineering checklists) is available to assist the applicant's engineer in preparing the plans and TIR on the city's website at: «nvw.cit;roffederalway.com/node/1467. 4. Bonding is required for all street improvements and temporary erosion and sediment control measures associated with the project. The bond amount shall be 120 percent of the estimated costs of the improvements. An administrative fee deposit will need to accompany the bond to cover any possible legal fees in the event the bond must be called. Upon completion of the installation of the improvements, and final approval of the Public Works Inspector, the bond will be reduced to 30 percent of the original amount and held for a two-year maintenance period. 5. The developer will be responsible for the maintenance of all storm drainage facilities (including the detention and water quality facilities) and street systems during the two-year maintenance period. During that time, the Public Works Inspector will make periodic visits to the site to ensure the developer's compliance with the maintenance requirements. Upon satisfactory completion of the two-year maintenance period, the remainder of the bond will be released. Maintenance for public roads and subdivision drainage facilities then become the responsibility of the city. Maintenance for private roads and drainage facilities, including short plats, remain the responsibility of the individual property owners. 6. When topographic survey information is shown on the plans, the vertical datum block shall include the phrase "DATUM: N.G.V.D.-29" or "DATUM: K.C.A.S.," on all sheets where vertical elevations are called out. 7. Drawings submitted for plan review shall be printed on 24" x 36" or 22" x 34" paper. Site plans shall be drawn at a scale of 1" = 20', or larger. Architectural scales are not permitted on engineering plans. 8. Provide cut and fill quantities on the clearing and grading plan. 9. Temporary Erosion and Sediment Control (TESC) measures, per Appendix D of the 2016 KCSWDM, must be shown on the engineering plans. 10. The site plan shall show the location of any existing and proposed utilities in the areas affected by construction. File #17-106091-00-PC Doc ID: 77066 Mr. Wayne Nelsen Page 9 of 14 January 30, 2018 PUBLIC WORKS — TRAFFIC DIVISION (Erik, Preston, PE, 253-835-2744, erik. rest n ci offederalwa .c m) Transportation Concurrency Analysis (FWRC 19.90) 1. Based on the submitted materials for six new single-family residential lots, the Institute of Transportation Engineers JTE) Trip Generation - 8th Edition, land use code 210 (Single -Family Detached Housing), the proposed project is estimated to generate approximately six new weekday PM peak hour trips. Alternatively, the applicant may submit a site specific trip generation study for the proposed development. 2. A concurrency permit is required for this development project. The PW Traffic Division will perform a concurrency analysis to determine if adequate roadway capacity exists during the weekday PM peak period to accommodate the proposed development. Please note that supplemental transportation analysis and concurrency mitigation may be required if the proposed project creates an impact not anticipated in the six -year Transportation Improvement Plan (TIP). 3. The estimated fee for the concurrency permit application is $1,620.00 (1 — 10 trips). This fee is an estimate and based on the materials submitted for the preapplication meeting. The concurrency applicant fee must be paid in full at the time the concurrency permit application is submitted with the land use application. The fee may change based on the new weekday PM peak hour trips as identified in the concurrency trip generation. The applicant has the option of having an independent traffic engineer prepare the concurrency analysis consistent with city procedures; however, the fee remains the same. Transportation Impact Fees (TIF) (FWRC 19.91) Based on the submitted materials for six new single family lots, the estimate total traffic impact fee is ,$''23,948.37. The actual fee will be assessed and collected from the applicant when the building permit is issued, using the fee schedule then in effect (FWRC 19.100.070 3[c]). At any time prior to building permit issuance, the applicant may request to defer to final building inspection the payment of a transportation impact fee for a single-family residential dwelling unit (FWRC 19.100.075). If this option is selected, a covenant prepared by the city to enforce payment of the deferred fees will be recorded at the applicant's expense. Refer to defer payment of impact fee code for process. Street Frontage Improvements (FWRC 19.135) The applicant/owner would be expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map III-4 in Chapter III of the Federal Way Comprehensive Plan (FWCP) and Capital Improvement Program (CIP) shown as Table III-10 (FWRC 19.135.040). Based on the materials submitted, staff conducted a limited analysis to determine the required street improvements. The applicant is expected to construct improvements on the following street to the city's planned roadway cross -sections: The east -west street shall be Type a ' W ' local street, consisting of a 28-foot street with curb and gutter, 4-foot planter strips with street trees, 5-foot sidewalks, and street lights in a 52- foot right-of-way for a full width street. A 36-foot right-of-way dedication and 3/4-street improvements, that include a minimum pavement width of 24 feet (14' to centerline + 10', per FWRC 19.135.040[1D, are required as measured from the street centerline, OR far side edge of travel way. File #17-106091-00-PC Doc ID: 77066 Mr. Wayne Nelsen Page 10 of 14 January 30, 2018 2. The applicant may be required to dedicate additional right-of-way to accommodate roadway tapers, or a property corner radius, especially from lot 7. 3. The applicant may make a written request to the Public Works Director to modify, defer, or waive the required street improvements (FWRC 19.135.070). Information about a right-of-way modification request is available through the Public Works Development Services Division. The modification request has a nominal review fee currently at $'298 ($278.00 plus $20 recording fee). 4. Tapers and transitions beyond the project frontage may be required as deemed necessary for safety purposes, taper rate shall be WS^2/60, or as directed by the Public Works Director. Access Management (FWRC 19.135) 1. Access management standards are based on roadway safety and capacity requirements. FWRC 19.135.280 provides access standards for streets based on planned roadway cross -sections. Please note that access classifications are per Drawing 3-1A in the Public Works Development Standards. 2. Driveways that serve only a residential use may not be located closer than 25 feet to any street intersection or driveway. Separation distances shall be measured from centerline to centerline of roadways and driveways. 3. More information is required regarding the subject parcel's access rights, and those of future subdivided lots to SW 344f Place, which is a private road in a tract. 4. If shared access for Lots 1 and 2 is desired, access could be shared in a 20-foot easement or private tract with a 16-foot pavement width per Dwg. No. 3-2CC. Design Criteria (FWRC 18.55) 1. Block perimeters shall be no longer than 1,320 feet for non -motorized trips, and 2,640 feet for streets (FWRC 18.55.010 and FWCP Policy TP4.2). Therefore, an east/west connection along the north side of the property would be required. 2. All lots shall be accessed by a public street right-of-way (FWRC 18.55.020). In certain cases, lots may be accessed by an ingress/egress and utilities easement or alley subject to the requirements established in the City of Federal Way Public Works Development Standards. Residential lots should not have access onto arterial streets. 3. Traffic calming devices, such as speed humps, traffic circles, chicanes, etc. should be incorporated in the residential street design and may be required to control speed and any potential cut -through traffic. Miscellaneous Safety Related Comments 1. Driveways serving a single family dwelling unit abutting two streets should be at least 25 feet from the beginning of the street radius. File #17-106091-00-PC Doc ID: 77066 Mr. Wayne Nelsen Page 11 of 14 January 30, 2018 COMMUNITY DEVELOPMENT — BUILDING DIVISION (Peter Lawrence, 253-835-2621, Peter.Lawrence ci ❑ffederalwa .com) No comments provided on the short plat preapplication. LAKEHAVEN WATER & SEWER DISTRICT (Brian Asbury, 253-946-5407, BAshuty@lakehay�n_.or ) Water A Water Certificate of Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building permit applications (check with land use agency for requirement). The certificate is valid for one year from date of issuance. If a certificate is needed, allow one to two working days to issue for typical processing. The 2018 cost for a Water Certificate of Availability is $60.00. Hydraulic model results (FF #331, copy enclosed) indicate that Lakehaven's standard maximum allowable system liquid velocity of 10 ft/s, at no less than 20 psi, is exceeded at a fire flow rate above 1,500 GPM. This flow figure depicts the calculated performance of the water distribution system under high demand conditions. Fire flow rates greater than available in the existing distribution system may be accommodated through water distribution system improvements. Please contact Lakehaven for further detail. A Lakehaven Developer Extension (DE) Agreement will be required to construct new water distribution system facilities for the proposed development, including extend -to -far -edges) in accordance with long- standing Lakehaven policy. Additional detail and/or design requirements can be obtained from Lakehaven by completing and submitting a separate application to Lakehaven for either a Developer Pre -Design Meeting, or a DE Agreement. Lakehaven encourages owners/developers/applicants to apply for Lakehaven processes separately to Lakehaven, and sufficiently early in the pre-design/planning phase to avoid delays in overall project development. • Lakehaven has no record of a formal easement that covers Lakehaven's water system facilities on the adjacent property (parcel 894720TRCT, private roads 246, Place SW & SW 344th Place). Execution of a formal easement will required, for the (minimum) area of the new point -of -connection to existing water system facilities in 24t" Place SW. If associated with a Developer Extension Agreement the applicant/ developer shall have prepared and submitted to Lakehaven the appropriate legal description(s) and graphical depiction(s) of the proposed easement area(s). Lakehaven will review the descriptions and depictions and, when approved, prepare and transmit the easement documents to the applicant/developer for formal execution. • The site has one existing water service connection (WtrSvc 19231, W x 3/a" meter). • The associated DE Agreement must achieve a point of either substantial completion or acceptance, as deteaYruned by Lakehaven, prior to activating any new domestic or irrigation water service connections, • Based on the proposal submitted, preliminary estimated Lakehaven water service connection fees, charges, and/or deposits (2018 schedule) will be as follows. Actual connection charges will be detem nzed upon submittal of service connection application(s) to Lakehaven. A developer latecomer charge is assessable against the property for water facilities previously constructed that provide direct benefit to the property. File #17-106091-00-PC Doc 1D: 77066 Mr. Wayne Nelsen Page 12of14 January 30, 2018 This latecomer charge expires March 11, 2028. If a DE Agreement is required, latecomer charges are due prior to and as a condition of scheduling the Lakehaven DE preconstruction meeting. Connection charges are separate from any DE fees, charges, and/or deposits and are due at the time of application for service. All Lakehaven fees, charges, and deposits are typically reviewed and adjusted (if necessary) annually, and are subject to change without notice. '+ Water Meter Installation, 1" preliminary size: $490.00 charge per meter. Actual size TBD by Lakehaven based on UPC plumbing fixture count. ■ Capital Facilities Charge(s)-Water: $3,707.00 per Equivalent Residential Unit (ERU). Water system capacity credits are available for this property from system capacity charges previously assessed, paid directly to Lakehaven, and/or credited to the property for 2.00 ERU. Please contact Lakehaven for further detail. ■ Latecomer Charge (Eagle Manor, estimated): $7,241.15. This amount is currently estimated, and should be finalized in early 2018. Sewer • A Sewer Certificate of Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building permit applications (check with land use agency for requirement). The certificate is valid for one year from date of issuance. If a certificate is needed, allow one to two working days to issue for typical processing. The 2018 cost for a Sewer Certificate of Availability is $60.00. • A Lakehaven Developer Extension (DE) Agreement will be required to construct new sanitary sewer system facilities necessary for the proposed development, including extend-to-far-edge(s) in accordance with long- standing Lakehaven policy. Additional detail and/or design requirements can be obtained from Lakehaven by completing and submitting a separate application to Lakehaven for either a Developer Pre -Design Meeting, or a Developer Extension Agreement. Lakehaven encourages owners/developers/applicants to apply for Lakehaven processes separately to Lakehaven, and sufficiently early in the pre-design/planning phase to avoid delays in overall project development. • The site does not have an existing sewer service connection. ■ The associated DE Agreement must achieve a point of either substantial completion or acceptance, as determined by Lakehaven prior to activating any new sewer service connections. Based on the proposal submitted, preliminary estimated Lakehaven sewer service connection fees, charges, and/or deposits (2018 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. A developer latecomer charge is assessable against the property for sewer facilities previously constructed that provide direct benefit to the property. This latecomer charge expires March 11, 2028. If a DE Agreement is required, latecomer charges are due prior to and as a condition of scheduling the Lakehaven DE preconstruction meeting. Connection charges are separate from any DE fees, charges, and/or deposits and are due at the time of application for service. All Lakehaven fees, charges, and deposits are typically reviewed and adjusted (if necessary) annually, and are subject to change without notice. File #17-106091-00-PC Doc 1D: 77066 Mr. Wayne Nelsen Page 13 of 14 January 30, 2018 in Sewer Service Connection Permit: $280.00 fee per lot. ■ Capital Facilities Charge(s)-Sewer: $3,509.00 per Equivalent Residential Unit (ERU). ■ Latecomer Charge (Eagle Manor, estimated): V 7,240.72. This amount is currently estimated, and should be finalized in early 2018. General ■ All Lakehaven Development Engineering related application forms, and associated standards information, can be accessed at Lakehaven's Development Engineering web pages: h ttp: / /wvAv.lakehav en. org /204/ D evelol2mcn t-1 :ng n ge ring. • All comments herein are valid for one year and are based on the proposal(s) submitted and Lakehaven's current regulations and policies. Any change to either the development proposal(s), or Lakehaven's regulations and policies may affect the above comments accordingly. SOUTH KING FIRE AND RESCUE (Chris Cahan, 253-946-7243, chris.caliaula southkingfire.org) Water Supply Fire Flow A Cer'tificaie of WaterAvailability shall be requested from the water district and provided at the time of building permit application. Fire Hydrants The existing fire hydrants on SW 344th Place will be sufficient for this project. Fire hydrants shall be in service prior to and during the time of construction. Emergency Access Fire apparatus access roads shall comply with all r-eguirernents of Fire Access Policy 10.006: h=-./1southkingfu-c.=/Documr-ntCenterZI-lome/ Vie«yrJ24. Fire apparatus access roads shall be installed and made serviceable prior to and during the time of construction. Fire Sprinkler System The need for an NFPA 13D fire sprinkler system will be determined at the time of building permit submission. CLOSING This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and materials for formal application. We hope you found the comments useful to your project. We have made every effort to identify major issues to eliminate surprises during the city's review of the formal application. The completion of the preapplication process in the content of this letter does not vest any future project application. Comments in this letter are only valid for one year as per FWRC 19.40.070(4). File #17-106091-00-PC Doc ID: 77066 Mr. Wayne Nelsen Page 14 of 14 January 30, 2018 As you know, this is a preliminary review only and does not take the place of the full review that will follow submission of a formal application. Comments provided in this letter are based on preapplication materials submitted. Modifications and revisions to the project as presented for this preapplication may influence and modify information regarding development requirements outlined above. In addition to this preapplication letter, please examine the complete FWRC and other relevant codes carefully. Requirements that are found in the codes that are not addressed in this letter are still required for your project. If you have questions about an individual comment, please contact the appropriate department representative noted above. Any general questions can be directed towards the key project contact, Jim Harris, at 253-835- 2652, or iiin.harris@citvoffederalway.coin . We look forward to working with you. Sincerely, un Harris Senior Planner enc: Master Land Use Application Short Plat Handout Mailing Label Handout Meeting Sign in Sheet Street Cross Section W PW Drawing 3-2CC Lakehaven Hydraulic Model Flow Estimate Lakehaven Water Map c: Cole Elliot, Development Services Manager Erik Preston, Senior Traffic Engineer Brian Asbury, Lakehaven Water & Sewer Chris Cahan, South King Fire & Rescue Pile #17-106091-00-PC Doc ID: 77066 Jim Harris From: ECY RE SEPA HELP <sepahelp@ECY.WA.GOV> Sent: Friday, January 26, 2018 12:15 PM To: Jim Harris Subject: RE: Exemption question assistance Hello Jim, This is a tricky issue because the short plat exemption is a type of agency decision (land -use decision) and can be interpreted to only apply to the scope of that land -use decision. My advice is that if, under your land -use authority, the short plat decision includes the approval of the road expansion, then the entire proposal can be considered exempt under 800(6). However, if these are two separate "agency actions" that are interdependent, then the entire proposal is not exempt from SEPA due to the applicability of WAC 197-11-305 (if part of a proposal is not exempt then SEPA review is required on the entire proposal). I hope that helps clarify a bit, sorry it is a bit of a gray area. Thank you, Annie Szvetecz SEPA Policy Lead Washington Department of Ecology annie. s zyetecz era? a cy.wa.Zo_v From: Jim Harris [mailto:Jim.Harris@cityoffederalway.com] Sent: Thursday, January 25, 2018 8:32 AM To: ECY RE SEPA HELP <sepahelP@ECY.WA.GOV> Subject: Exemption question assistance SEPA Staff: I am in the preliminary stage of reviewing an 8 lot short plat that would include construction of a new right of way and two lanes of new roadway. Per WAC 197-1-800 (6) (d) the short plat land use decision is exempt from SEPA review (it is not on lands covered by water) However, the action of dedicating new Right of way and constructing a new 2 lane public roadway is not exempt as it does not meet any of the exemptions in WAC 197-11-800(2)(d) So, my question is: Does this proposal require SEPA review due to the non-exempt new roadway improvements? Any assistance you can provide is appreciated. Jim Harris Senior Planner Fedemi Way 33325 8th Avenue South Federal Way, WA 98003-6325 Phone:253/835-2652 Fax: 253/835-2609 www.cit ofederalwa .corn Office Hours Mon - Thur, 8:00 AM — 4:30 PM or by appointment Lakehauen 2421039115 2400 C 8"AC "AC 2421039005 34249 "AC a 8" Q ii as 8947200060 8947200070 8947200080 8947200090 8947200100 = 34406 2319 2311 2303 2223 4 Ex. Co T947200010Ex. Hydr� nt DI 8 DI8"PVC 8947200110 vc 19231 4" Meter 34402 a 14121011 2125 1412101 0 2131 9574800014 34435 9574800015 6" AC 9574800010 11 G" AC SW 346TH ST 01147002 2217 114700180 2231 2323 11470019 11470021 11470023 40 11470025 11470027 231 22303 2225 2211 11470026 2131 114700200 2309 2203 NOTE: Lakehaven Water and Sewer District neither warrants nor guarantees the accuracy of any facility information provided. Facility locations and conditions are subject to field verification. Kislyak Short Plat 17-106091-00-PC 0 100 200 Feet 1/12/2018 1 Ex. 8" Mai (Acti ve) 2421039005 34249 Ex. 8" Ma SW 344THST (Active) 8947200130 1 2 3 5 [[ Tract B New H drant z 720 Q } .f Ne 8":Main ew 4" Main ( ctive) (Active , 6 NoijYe amplete ; ;Not YetCom�)e CO 7 u i 1 12 11 10 9 NOTE: Lakehaven Water and District neither weriants nor gus the accuracy of any facility infc provided. Faciffty locations and co are subject tofield verification. 8 9574800014 34435 9574800015 Water Certificate of Availability N Parcel (original) 8947200120 - Eagle Manor a W log Feel 12/5/2016 BIA 696 LLC wtr Eagle Manor 8947200120.docx (10/18/16) Page 2 of 2 Lakeh aven Water and Sewer District Hydraulic Model Fire Flow Estimate Request/Reporting Form Requested By: Eagle Manor Date: 11/29/16 Location to be Modeled: 21xx SW 344`i' Pl (APN 8947200120) Lakehaven V4 Section Grid: F/12 intersection: SW 344 PI & 22" d Ave SW —180 ft East Add. Description: See attached map Pressure Zone: 538 Results By: John Bow1nm4v Date: 12/15/16 Model Run No.: Master Water System Model 2007.net FF #331 Condition Pressure (psi) Flow (gpm) Static 53 0 Fire Flow 20 2400 NOTES: Lakehaven's adopted level of service goals for fire flow rates are 1000 gpm within single family residential areas (including duplexes) and 2500 gpm for multi -family, commercial, industrial areas. Model results depict the theoretical performance of the water system under high demand conditions and are not guaranteed to represent actual system performance. A design professional should be consulted for site specific design purposes. The calculated fire flow capacity in the above table is based on a currently available residual system pressure of 20 psi at the location modeled. The model indicates that Lakehaven's standard maximum allowable velocity of 10 ft/s is exceeded at a fire flow rate above 1500 gpm. Fire flow capacities greater than 1500 gpm may be accommodated through water system improvements. 121516FF 331 - Eagle Manor (Form Rev. 12/6/13) CITY OF FEDERAL WAY ~ 1 DEVELOPMENT REVIEW COMMITTEE (DRC) Preapplication Conference Sign -In Sheet 17-106091-PC, Kislyak Short Plat Pre -Application Conference January 11, 2018 NAME WITH PHONE & EMAIL Im rc s l 25-3 �'3� -� �,� . c _H _ c� a es, vac Ll e. ��► �,r � v��-s sus � �3s - a ":3 0 L))�.Ak n �2-s ,-93s-Q7yy 19Rc 5Sy F-- L- etjAv&j wk 5;aue vcS . 253 - *6 -.SSF0 7—x Of s . VS Af 410 -.e 'j�►'iLT" :�}a^i_ .±. i�;' 1 'M - '; -:�P; •. � �. ,.�' �� •.w d•i ", _ JRo+'• � - .-low # u lWW ty . s:- t••• r;= 1 -mot• ,r - ?4'1 �`-' _-¢ `�_.-�.. - _ ,-� - - /' MAY -49 >•._•�_V'S iy'i. :�` �� ,T��j�"t:� ��Y��' fY- � �� 'rt .ram. ,1 W� qu{lf�4'''.+ No 1 . !L . s 1�L•- ! t t 10 4�1 •46 r.� ��__,��'�� r-,��'' �� r''• r/—r� � -fir -+" 4" +•�. ..�s - 1 _ •] }��"�� 'M�5 '' - �?' iG , _ _'`1� c - Y. W - •i L7.. r` - •—,'�� rmill lit ne It. :ram il,e ' "�. L-k• r'• f' r y OL. _,•,:.fir-} Yr � • �.. '"'�„�.. .`�d 10 jig 4P.— r, � _lam M �rr k - �� 1"i:i • h.r..M CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: 12/26/17 TO: Cole Elliott, Development Services Manager Peter Lawrence, Plans Examiner Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue FROM: Jim Harris 253 835-2652 jim.harris@cityoffederalway.com FOR DRC MTG. ON: January 4, 2018- Internal January 11, 2018, 9:00 AM - with applicant FILE NUMBER(s): 17-106091-00-PC RELATED FILE NOS.: None PROJECT NAME: KISLYAK SHORT PLAT PROJECT ADDRESS: 34402 24TH PL SW ZONING DISTRICT: RS 7.2 PROJECT DESCRIPTION: Subdivision of one lot into six residential lots. LAND USE PERMITS: TBD PROJECT CONTACT: WAYNE NELSEN MATERIALS SUBMITTED: Preliminary Short Plat Map by Encompass Engineering CITY OF Federal Way APPLICATION NO(s) 1 _� -ID MASTER LAND USE APPLICATION RECEIVED ��r" r�D DEPARTMENT OF COMMUNITY DEVELOPMENT CI 33325 81hAvenue South Federal Way, WA 98003-6325 DEC 253-835-2607; Fax 253-835-2609 �% % u .ca offederahwaveom CrN aF FEDF-RAL WAY , �OMMUNTIY c)EVELOPMErrr 17 f - PC oJ& Project Name Kislyak Short Plat Property Address/Location 34402 - 24th Place SW Parcel Number(s) 894720-0110 Project Description PT.F.ASF PRTNT Date 12 2,1 Subdivide one tax parcel into 6 single family residential lots. Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination X Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information R5-7.2 Zoning Designation SF -HD Comprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): _Occupancy Type Construction Type Applicant Name: Petr Kislyak Address: 6608 12th St. E. City/State: Fife, WA Zip: 98424 Phone: 253-332-9765 Fax: Email: pkislyak@gmail.com Signature: Agent (if different than Applicant) Name: Wayne Nelsen / Encompass Engineering & Surveying Address: 165 NE Juniper St., Suite 201 City/State: Issaquah, WA Zip: 98027 Phone: 425-392-0250 Fax: Email: wnels a@encompasses.net Signature: 0 fIld _ Owner Same as applicant Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Bulletin #003 —January 1, 2011 Page I of 1 k:\Handouts\Master Land Use Application