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15-102535-PCJuly 24, 2015 Jon and Robert Millard 201 Union Ave SE, MGMT Suite Renton, WA 98059 Jim Ferrell, Mayor Re: File #15-102535-00-PC, PREAPPLICATION CONFERENCE SUMMARY Millard Short Plat, Federal Way Dear Mr. Millard: Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held June 25, 2015. 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 key contact for your project is Matthew Herrera, 253-835-2638, matt.herrera@cityoffederalway.com. 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 Proposed short subdivision of one existing single-family residential lot into four single-family residential lots with associated stormwater, access, and utility easements. MAJOR ISSUES Outlined below is a summary of the major issues of your project based on the plans and infonnation 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. 33325 8th Avenue South, Federal Way, WA 98003-6325 (253) 835-7000 o www.cityoffederalway.com Mr. Millard Page 2 July 24, 2015 • Public Works Development Services Division Short plats are required to provide stormwater facilities in a separate tract that is privately owned by the homeowners of the plat. The City will allow a stormwater facility/tract that is shared with the proposed Northlake Pointe Short Plat (City file #15-102532-PC). However, the facility cannot be an expansion of the City -owned pond that was constructed for the North Lake Ridge plat. • Public Works Traffic Division • A Transportation Concurrency permit is required per FWRC Chapter 19.90. • Traffic Impact Fee (TIF) payment per FWRC 19.91. • Construct street frontage improvements and dedicate right-of-way (ROW) for the extension of S 333d Place (FWRC 19.135.040). • Revise current proposal to meet block perimeter requirements (FWRC 18.55.010). 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. PLANNING DIVISION (Matthew Herrera, 253-835-2638, m:itt.herrei-aecityoffederalway.com} Comprehensive Plan and Zoning Designation — The city's comprehensive plan designation for the subject property is Single -Family Residential — High Density. The property is currently zoned Residential Single -Family (RS) 9.6. The minimum lot area for residential lots in RS 9.6 zones is 9,600 square feet. 2. Procedural Information — Short subdivision review is administrative. The department will issue a complete application letter and/or request for additional information within 28 days of receiving the short subdivision application. Vesting of the proposed short subdivision shall take place at the time of complete application. A notice of application with an accompanied two -week comment period is required prior to a preliminary decision to approve or decision to deny. The decision is made by the city's Director of Community Development. A two -week appeal period follows the director's decision. Prior to construction of short plat improvements, engineering approval must be granted by the Public Works Department. Please see Kevin Peterson's comments for specific information regarding engineering requirements. Short Plat Content Requirements — For an itemized list of required information to be included in the short plat, please refer to the enclosed bulletin 010, "Short Subdivision." The city's subdivision code (FWRC Title 18) and zoning and development code (FWRC Title 19) can be accessed from w.ww.codel2ublisliing.com/WA/FederalWU. 4. State Environmental Policy Act (SEPA) — Short plat applications and associated permits for less than 20 residential dwellings units are exempt from state environmental review. No environmental checklist is required for this proposal. Public Notice — The city will prepare and 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 Way Mirror. 15-102535 Doc. LD. 69576 Mr. Millard Page 3 July 24, 2015 6. Critical Areas —The subject property is within a critical aquifer recharge area. The applicant is required to submit a Hazardous Materials Inventory Statement (enclosed) that discloses the approximate quantities of hazardous materials that will be stored, handled, treated, used, produced, recycled, or disposed of in connection with the proposed activity. Capture zone protection measures applicable to your proposal will include an imported fill source statement if more than 100 cubic yards will be imported to the site that ensures materials do not contain contaminants that exceed cleanup levels for soil as specified in the state's Model Toxics Control Act. 7. Lot Size — Minimum fot size for each lot is 9,600 square feet. Please be advised that any area established as an ingress/egress easement, pipestem, or access tract for each property must be deducted from the underlying parcel lot size. Please include this "net" lot area on the lot closure calculations and short plat document. 8. Design 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. 9. Bulk Limitations — 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. 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. Depict these typical bulk and dimensional limitations on the proposed short plat. 10. 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 requirement 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 Parks Director John Hutton is required. A copy of this request is a required component of the short plat application. 11. 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 subtracting any right-of-way and/or access easements. 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. 15-102535 Doc. I.D. 69576 Mr. Millard Page 4 July 24, 2015 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 12. Clearing & Grading — A clearing and grading plan addressing items listed in FWRC 19.120.040(1)(a) through (i) 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. 13. Administrative Fees —Please contact the Permit Center for current short subdivision review fees at 253-835-2607. The applicant will also be responsible for transportation concurrency, engineering review (EN) fees, and King County recording fees. 14. Approval Timeline — Infrastructure and improvements associated with short subdivision approval shall be constructed within five (5) years of the date of approval, or the decision shall expire. 15. Recording — The city will record the short plat with the King County Division of Records and Elections. Prior to recording the short plat, all surveying and monumentation must be complete. In addition, all other required improvements must be substantially completed as detennined by the departments of Community Development and Public Works. Unless deferred, traffic impact fees must be paid in full prior to recording. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Kevin Peterson, 253-835-2734, kevin.peterson@cityoffederalway.com) Land Use Issues — Stormwater Surface water runoff control and water quality treatment will be required per the 2009 King County Surface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to the 2009 KCSWDM. This project meets the requirements for a Full Drainage Review. At the time of preliminary short plat submittal, a preliminary Technical Information Report (TIR), addressing the relevance of the project to the eight core and five special requirements of the KCSWDM will be 15-102535 Doc M 69576 Mr. Millard Page 5 July 24, 2015 required. A Level 1 downstream analysis shall also be provided in the preliminary TIR. The City has 1" = 100', five-foot contour planimetric maps that may be used for basin analysis. 2. The project lies within a Conservation flow control area, thus the applicant must design the flow control facility to meet this performance criteria. 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. 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 must be above ground (i.e. open pond). Underground facilities are allowed only with approval from the City of Federal Way Stormwater Management Division. 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) permit may be required. Information regarding this permit can be obtained from the Washington State Department of Ecology at hqp://www.egy.wa.gov/progi-ains/sea/pac/index.htmi, or by calling 360-407-6437. Right -of -Way Improvements I . See the Traffic Division comments from Erik Preston, Senior Traffic Engineer, for traffic related items. 2. All stormwater treatment and detention requirements outlined above will be applied to new impervious area within the public right-of-way and/or private access tracts. 3. 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 Engineered plans are required for clearing, grading, road construction, and utility work. -Plans must be reviewed and approved by the City. Engineering review fees are $569.50 for the first 12 hours of review, and $68.50 per hour for additional review time. 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 of future building pads. Details and fees may be obtained from the Federal Way Building Department. 15-102535 Doc, I D 69576 Mr. Millard Page 6 July 24, 2015 3. The Federal Way Development Standards Manual (including standard detail drawings, standard notes, and engineering checklists) is available on the City's website at www.cityol"federalwU.com to assist the applicant's engineer in preparing the plans and TIR. 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. 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. When topographic survey infonnation 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. All final approved drawings shall be drafted/plotted on 24" x 36" or 22" x 34" mylar sheet with permanent black ink. 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. Erosion control measures, per Appendix D, 2009 KCSWDM, must be shown on the engineering plans. 9. The site plan shall show the location of any existing and proposed utilities in the areas affected by construction. PUBLIC WORKS TRAFFIC DIVISION (Erik Preston, 253-835-2744, erik.preston ancityoffederalwa,v.com) Transportation Concurrency Analysis (FWRC 19.90) Based on the submitted materials for 4 single-family residential units, the Institute of Transportation Engineers (ITE) Trip Generation - 8"' Edition, land use code 210 (Single -Family Detached Housing), the proposed project is estimated to generate approximately 4 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 concun-ency analysis to determine if adequate roadway capacity exists during the weekday PM peak period to accommodate the proposed development. Please note that supplemental 15-102535 Doc I.D. 69576 Mr. Millard Page 7 July 24, 2015 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). The estimated fee for the concurrency permit application is $344.50 (1 - 10 Trips). This fee is an estimate and based on the materials submitted for the preapplication meeting. The concurrency application fee must be paid in full at the time the concurrency permit application is submitted with 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 4 new single family lots, the estimated traffic impact fee is $12,821.19. The actual fee will be calculated and paid at the time of plat recording. The applicant may defer part or all of the impact fee payment amount to either building permit issuance; or to later than closing of the sale of the single family home. If this option is selected, a covenants prepared by the city to enforce payment of the deferred fees will be recorded at the applicant's expense on each lot at the time of plat recording for residential land divisions. Street Frontage Improvements (FWRC 19.135) 1. The applicant/owner would be expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map III-6 of the FWCP and Capital Improvement Program (CIP) shown as Table III-19 (FWRC 19.135.040). Based on the materials submitted, staff conducted a limited analysis to determine the required street improvements. The applicant would be expected to construct improvements on the following streets to the City's planned roadway cross -sections: The future extension of S 333`d Place to 381h Avenue S is planned as a Type "U" Local street, consisting of a 32-foot street with curb and gutter, 4-foot planter strips with street trees, 5-foot sidewalks and street lights in a 56-foot right-of-way (ROW). This roadway will connect to a future extension of S 333`d Place, across the adjacent property to the south. A 36-foot "Tract X" would be required to construct the half street improvements (FWRC 19.135.130 and CFW PWDS 1.3.2(H), 3.2.7(B), 3.2.8) across the property panhandle and along the southern boundary in order to accommodate a 24-foot roadway and the shoulder cross-section (FWRC 19.135.030(2), 19.135.040(5)). The 24-foot street width is required because City staff anticipates this street connection (once completed) will be used by more than just the lots that have direct access. Therefore, the 20- foot minimum half street width will not be wide enough to safely accommodate the expected traffic volume. 2. For the purpose of determining the rough proportionality of ROW dedication to the development's impacts, the City may require up to 300 square feet of ROW dedication per average daily trip generated by the development (FWRC 19.135.040(4)b). The 4 new single-family lots are anticipated to generate 38 daily trips. Assuming 300,square feet of ROW dedication per daily trip; 11,400 square feet is the rough proportional limit of ROW dedication that the City may require per FWRC 19.135.040(4)b. The required ROW dedication was estimated at 13,440 square feet assuming 105 feet of roadway centerline and 56-foot ROW width and the 210-foot by 36-foot panhandle proposed. 15-102535 Doc. ID. 69576 Mr. Millard Page 8 July 24, 2015 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 right-of-way modification requests is available through the Public Works Development Services Division. These modification requests have a nominal review fee currently at $105.50. Access Management (FWRC 19.135) 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. Design Criteria (FWRC 18.55) l . Block perimeters shall be no longer than 1,320 feet for non -motorized trips, and 2,640 feet for street§ (FWRC 18.55.010 and FWCP Policy TP21). The current block perimeter exceeds 7,000 feet for both motorized and non -motorized trips. A connection through the property would reduce this block perimeter to approximately 3,900 feet to the south and 4,800 feet to the north. Therefore, an east/west connection through the proposed access to 381h Avenue S would be required to bring the block perimeter closer into compliance. However, due to the shape, size, and location of the lot, constructing the full improvement to the current terminus of S 333`d Place prior to the development of a neighboring parcel is not feasible. a. Therefore, the applicant should dedicate a "Tract X" across the property panhandle and along the southern boundary and build the half street cross-section to the vicinity of Lot 3. b. If possible, the "Tract X" and roadway improvements should be planned and designed in such a way that all logical alignment alternatives through the adjacent parcel to the south remain viable. C. No building or permanent structure would be allowed within the "Tract X". d. If the S 333rd Place extension is not completed to the south, then a turn -around should also be constructed within the Tract X or temporary easement with the approval of South King Fire. C. Reducing the block perimeter encourages walking and biking for short trips, reduces travel time for all modes, reduces emergency response time, and reduces congestion on collector and arterial streets by making alternative routes available. 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. LAKEHAVEN UTILITY DISTRICT (Brian Asbury, 253-946-5407, BAsbury@1akehaven.org) Water ■ Lakehaven issued a Certificate of Water Availability for the proposed project on 3/27/15; Certificate is valid for one-year from date of issuance. 15-102535 Doc. I,D. 69576 Mr. Millard Page 9 July 24, 2015 • Fire Flow at no less than 20 psi available within the water distribution system is a minimum of 1000 gpm (approximate) for two (2) hours or more. This flow figure depicts the theoretical performance of the water distribution system under high demand conditions. If more precise available fire flow figures are required or desired, Applicant can request Lakehaven perform a separate hydraulic model analysis. Current 2015 cost for a hydraulic model analysis is $200.00. 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 Developer Extension (DE) Agreement will be required to construct new water distribution facilities (hydrant) for the proposed development. Additional detail and/or design requirements can be obtained from Lakehaven by completing & submitting a separate application to Lakehaven for either a Developer Pre -Design Meeting or a DE Agreement (application forms attached). 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, or previous, water 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 water service connection(s). ■ Based on the proposal submitted, preliminary estimated Lakehaven water service connection fees/charges/deposits (2015 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. Connection charges are separate from any DE fees/charges/deposits & are due at the time of application for service. All Lakehaven fees, charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to change without notice. ■ Water Service/Meter Installation, 1" Size: $310.00 charge, each lot. Actual, size TBD by Lakehaven based on UPC plumbing fixture count. • Capital Facilities Charge(s)-Water: $14,516.00 (3,629.00 per Equivalent Residential Units (ERU) X 4.00 new ERU). There are no water system capacity credits available for this property. ■ Other (describe): $None anticipated. Sewer • Lakehaven issued a Certificate of Sewer Availability for the proposed project on 3/27/15; Certificate is valid for one-year from date of issuance. • Depending on the timing & extent of new sewer system facility construction performed by the proposed short plat to the south (parcel 6143600617), a Developer Extension Agreement may be required to construct new sanitary sewer facilities necessary for the proposed development. Additional detail and/or design requirements can be obtained from Lakehaven by completing & submitting a separate application to Lakehaven for either a Developer Pre -Design Meeting or a Developer Extension Agreement (application forms attached). 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, or previous, 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 connection(s). ■ Based on the proposal submitted, preliminary estimated Lakehaven sewer service connection fees/charges/deposits (2015 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. Latecomer charges are assessable against the property for sewer facilities previously constructed that provide direct benefit to the property. Latecomer charge expire 9/8/18. If a DE Agreement is required, Latecomer charges 15-102535 Doc LD, 69576 Mr. Millard Page 10 July 24, 2015 are due prior to & as a condition of scheduling the Lakehaven preconstruction meeting; otherwise connection charges are separate from any DE fees/charges/deposits & are due at the time of application for service. All Lakehaven fees, charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to change without notice. ■ Sewer Service Connection Permit Fee: $360.00 charge, each lot. • Capital Facilities Charge(s)-Sewer: $12,824.00 (3,206.00 per ERU X 4.00 new ERU). There are no sewer system capacity credits available for this property. • Latecomer Charge(s): $4,444.84 ($1,111.21 per ERU X 4.00 ERU), Pump Station 46. • Other (describe): $None anticipated. General • Utility conflicts should be identified and coordination (if necessary) should occur as early as possible in the planning process. Project will need to avoid encroachment with existing Lakehaven water facilities and easement (i.e., no buildings, structures, etc.) on the site. • All comments herein are valid for one (1) 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 Ingham, 253-946-7244, Chris.Ingham@southkingfre.org) If the roadway connects to S 333`d Pl, a fire hydrant will be required. No hydrant required if the roadway is installed as submitted. Sprinklers will be required for the new buildings constructed on the lots. Fire apparatus access roadways shall be required for every building when any portion of an exterior wall of the first story is located more than 150 ft. from fire apparatus vehicle access. Fire apparatus access roads: 1) Shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. 2) Shall be designed and maintained to support the imposed load of a 75,000 pound fire apparatus and shall be provided with a surface so as to provide all-weather driving capabilities. 3) Shall be not less than a 32 foot inside turning radius and not less than a 40 foot outside turning radius. 4) With a dead-end in excess of 150 feet in length shall be provided with a cul-de-sac at the dead end. All such cul-de-sacs shall be not less than 80 feet in diameter. 5) Gradient shall not exceed 15 percent. An automatic fire sprinkler system shall be installed in Group R, Division 3 occupancies: 1) Without adequate fire flow. 2) Without approved fire department access 15-102535 Doc, M 69576 Mr. Millard Page 11 July 24, 2015 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). 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, Matthew Herrera, 253-835-2638. We look forward to working with you. Sincerely, �r Matthew Herrera, AICP t Senior Planner enc: Bulletin 003 Master Land Use Application Bulletin 010 Short Subdivision Bulletin 056 Hazardous Materials Inventory Statement Lakehaven Enclosures c: Kevin Peterson, Engineering Plans Reviewer Erik Preston, Senior Traffic Engineer Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire and Rescue 15-102535 Doc LD. 69576 �J 6143600520 6143600150 + 33040 33041 U Q 6143600155 �v 6143600515 33049 33050 L : U 6143600165 Q 33057 6143600505 33060 %C 14"AC 6143600170 33205 ao '' 6143600175 U 33211 . N ' ' 61 33 3600500 14 sJ 19 6143600180 33223 Cr Q 43600490 3 228 614Q80 Q 33246 N 0 6�4360 481 33256 618143102 ao 14 00475 n 18143 nn 3 ~` 412 18 4 0 41 33416 s iNi OTE: Lakehaven Utility District neither warrants nor guarantees the .accuracy of any facility information 1provided. Facility locations and conditions are subject to field LFiiITY DI61R verification. 6 81410�360 16/814106 0 f 814107 0 t 14 j 6 U 36-1 3 14103 Q a 6 8141 680 J 4 33126 00 61 14103 0 g��pr 33 46 41 61814102 1410 9 8L61814 $1410 0 1410 8 � D04 17 7 00 4009 4 25 814008$ 3 203 U 4/ (1:814008 0 11 "DI 6 14009 0 ��. 3 219 U 4 33 1400910 co 61 4009 0 332 618 4009 332 3 6181 00 -4 E181 "PVC 6181 0095 8 4 085 6143600617 33313 3 8 33222 ❑ a 61 C230: 8 40Q 4 33 1 8 I �•A�C 618140 10 618143094 8"PVC c Millard Short Plat 15-102535-00-PC I 200 4 Feet 6/25/2015 BIA CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: June 2, 2015 TO: E.J. Walsh, Development Services Manager Rick Perez, Traffic Division Manager Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue FROM: Matt Herrera — Planning Division FOR DRCMTG. ON. June 18, 2015 - Internal June 25, 2015,10:00am - with applicant FILE NUMBER(s): RELATED FILE NOS.: PROJECT NAME: PROJECT ADDRESS: ZONING DISTRICT. - PROJECT DESCRIPTION: LAND USE PERMITS: PROJECT CONTACT. MATERIALS SUBMITTED: 15-102535-00-PC None MILLARD SHORT PLAT *NO SITE ADDRESS* RS 9.6 Proposed 4-lot short plat. Preapplication Conference ROBERT MILLARD 201 UNION AVE SE Renton, WA 98059 Short Plat conceptual drawing Federal ,+lay 1 25V- Jim Ferrell, Mayor June 9, 2015 Robert Millard 201 Union Avenue SE Renton, WA 98059 RE: File #15-102535-00-PC; NOTICE OF PREAPPLICATION CONFERENCE Millard Short Plat, APN 6143600614, Federal Way Dear Mr. Millard: The Community Development Department is in receipt of your preapplication conference request. The application has been routed to members of the Development Review Committee and the meeting has been scheduled as follows: 10:00 a.m. — Thursday, June 25, 2015 Hylebos Conference Room Federal Way City Hall, 2nd Floor 33325 8`1' Avenue South Federal Way, WA 98003 We look forward to meeting with you. Please coordinate directly with anyone else you would like to attend the meeting as this will be the only notice sent by the department. If you have any questions regarding the meeting, please contact me at mattmatt.herrera .cityoffederalway.coin, or 253-835-2638. Sincere , r - Mattliew Herrera, AICP Senior Planner Doc. LD. 69577 33325 8th Avenue South, Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com RECEIVED MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES Cl'I" OF MAY e� r� 2��� 33325 81h Avenue South !+ / Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 Federal ay CITY OF FEDERAL WAY www.cityoffederalway.com CDS APPLICATION NO(S) I S _ ,� ©dZ 535 — PC Date s /Z/� f 20 t s I Project Name ' 4 i"OrT ;$Hot'Z +q--,Cci Property Address/Location _Z;F L4 %,Vje .5. FED le&.�.- W 0�` . uJA% 9 e0c I Parcel Number(s) i co 14 Project Description No tZ -st-6 2v- U A/ 2/ fr i O ht- LL2, 220 F IFT 81 F 4P L. 4t -r - 2 I- oj4 KA P L-ria 1 1 PLEASE PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process H (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 TZS C3. to Zoning Designation V-1gry- . Comprehensive Plan Designation -�� Value of Existing Improvements 1019,OCO Value of Proposed Improvements International Building Code (IBC): Occupancy Type Construction Type Applicant Name: -ivr i '. Address: 24 t t1 W t DR7 qvE �E , 1/Iri fvA1 a City/State: 7L-NVpN • Wlop. C18osc3 Zip: q 60 ys, Phone: Fax: eE�� _ f3ciCj°f. Email: r C, py� t_st. �t �. q a ►-Eoa . L.O I t p Signature: Agent (if different than Applicant) Name: TZ-0vriz�-T L. • i LA- PwzA > . Address: City/State: Zip: Phone: Fax: Email: Signature: c Owner Name:JDt�,3 M t (A_tta✓LO . Address: — City/State: Zip: Phone: Fax: Email: Signature: / C Bulletin #003 - January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application 0 Z Li © N69 *08 55 "W 210.00 ' co `o I - cPJ LEGAL DESCRIPTION PARCEL #614360 0617 NORTH LAKE SHORE LANDS UNREC W 220FT OF LOT 115 LESS N 214 FT TGW S 20 FT OF LOT 98 LESS ST PROJECT INFORMATION ■ NAME: RUSSELL MILLARD SHORT PLAT ■ LOCATION: 33222 38th Ave S ■ NUMBER OF PROPOSED LOTS: 7 • NUMBER OF EXISTING LOTS: 1 ■ ZONING: RS 9.6 ■ MINIMUM LOT AREA: 9,600 SF ■ BUILDING SETBACKS: ➢ FRONT:20' ➢ SIDE:10, A REAR:10' ■ MAXIMUM IMPERVIOUS AREA: 60% • MAXIMUM BUILDING HEIGHT: 30 FT SITE DESCRIPTION ■ SIZE: 101,494 SF = 2.33 ACRES ■ EXISTING LAND USE: SINGLE FAMILY RESIDENTIAL ■ PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL DENSITY RESIDENTIAL ■ VEGETATION: TYPICAL HOMESITE LANDSCAPING/VEGETATION ■ CRITICAL AREAS: NONE SITE UTILITY SERVICE PROVIDERS SEWER: LAKEHAVEN UTILITY DISTRICT WATER: LAKEHAVEN UTILITY DISTRICT SCHOOL: FEDERAL WAY #210 FIRE: SOUTH KING FIRE AND RESCUE TELEPHONE: CENTURYLINK ELECTRICAL: PSE GAS: PSE CABLE TV: COMCAST BENCHMARK UTILIZED ??????????? ---_� i SW 1 /5 SEC 15 T21 N R04E 06s0 4 j � 4360 p 8p� S 674 o TO BE DEEDED TO s �U ADJOINING PARCEL t� ^ 134.17 O _ N N 54.55 M �lFN2=i18"�Y ��. o _ 31.28 M N89° 02' 48'.W A ikg189° 02' 48"% M c Ufa aY ---------------------------------------------------------------- 23'— RR Ed rk iv ,' s 1 10585 S F s r 0 9860 SF O �fftx A o u'� ac ''fr b a.�� ``x � .'cs. t �g'��,� a,: as'�ywa' gin' �.� � � -' �c r , N , , s , 44.00 o M�88°$� ��� IRRIGATION CONTROL VALVEY VICINITY MAP RE 90.17 ® WATER METER N880 55' 28"W o N88°v35' 28,P o , S o o I « WATER FAUCET ------------------------------- U, CATCH BASIN I m I ( L---------------- -------- STORM DRAIN MANHOLE V 3 M r 85.83 O CULVERT W 000 o N890 02' 48"W ®r STORM DRAIN CLEANOUT r------------------------------ o i 1 00 9691 SF NOT IN ® SANITARY SEWER MANHOLE z PIPE STEM O ® SEWER STUB OUT 6S 00 s p' o � ^-I I so.I2 9954 SF N79° 37 - r wa Cq w w z a z w 1 i N ti ) Y 0 w rn 19 M M N 0 N Q N � J rn _J Q a J 00 U J �' �w N Q �/ J O M ,d N �Z w r- MW N O LL N .33 �rQ,Ao r jq --I H r n � Pon AM U �u- > RECEIVED co M MAY: 2015 N V1 N C OF FEDERAL WAY (N CDS co C'7 SHEET 1 OF' 4 � N X. 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I 9954 SF �q22 9657 SF j _ N w w Z 0 Z w 0 rn rn 19 Nry 0 N N 00 J m J Q J CDc.> J 0 Lu NU a u o NO M �X-U� r~i w � rN O N N 0 m n I422 \ / _ \ -424 Q \ S89° 02' 48"E S890 02' 48"E — 220-01L_ 228.os' — — — -228 00 — — --24 O - 10065 SF d / 422.. z I 10062 SF v1 �� K I L GRAPHIC SCALE o- 40 0 20 40 80 m o100.20 of F 99.79 N880 55' 28"W ° N88° 55' Zg"W IN FEET ) 89'0855'E 210Itu.00 ' I 8 I 1 inch = 40 ft. — _ I I\ F I I 0 8 00 ��� N I I 0 0 CIOI 9603 SF 10835 SF _ S,4360 O6 N I0 N o I I qp EqS q Q. FT 14 d LEGEND: 3 ESM'T TO BE GRANTED I ✓O/Nj RF p gFTE �`� .o. a\ I ID ° I \ Nc �°gREpEO FOUND REBAR AS DESCRIBED 4 S88 55' 28"E BY ADJOINING PARCEL a --89Q C�1-- 5+-----'*� 34 - — - — - �&'5"E— — 5� 2v 4R p SE( HUB I w — —C\I 6848 J L j2 SUPUnuTY POLE ------------ 1Ai g c 20 INGRE� EGRESS FfCITY EASEMENT QO LIGHT POLE o _ PER REC,:N . 050639 ` °—1207.243HIP TO PARCEL 614360 0614 M 54.55 Z N69'0B'55"W 210.00' A I i�r`�168.21 � I � GUY ANCHOR ® 7 4 /' N89° 08' 55"W - M__ __4___-- E® POWER METER N 92Q� .422 N89 02' 48"W — — — -f - -- ° ---- ---------------LO�EEDFl2_BX_ ------ I ® GAS srue our --------- -------------- - / ADJOINING PARCEL I I OIL FILLER CAP QT TELEPHONE MANHOLE Co M TELEPHONE RISER / _._. ,_ � � I [m MAIL BOX BOLLARD y / II ® WATER VALVE FIRE HYDRANT 1 -- l i �ffic IRRIGATION CONTROL VALVE ------� ----•--- - --- -- - L--- 1 \F? \ II ® WATER METER WATER FAUCET `� II CATCH BASIN N \ Qp STORM DRAIN MANHOLE I 1 ------- ------- - O CULVERT \ r I I ® STORM DRAIN CLEANOUT 1\ I I I I ® SANITARY SEWER MANHOLE \ \ I ( I II 0 SEWER STUB OUT I � I A I I--- 1---._.. 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T� RCOL STRUCTURE, L ----- I-----------------------� _ _ _ y � XIS S UCTURE, ORIFICE TO BB 11 --- --- -- - /ri OF STORAGE---- --------- - - 1 �DIT_O gCCOA ODATE ADD'L VOLUIfE -- t /. t. -------------.------------- w w z t7 z w CD 0> 07 19 It Cl) t"> N N O C C « 00 Ci C) 6 (A `t � 1y Q Q � o� <z > _lQ o NU a N ��a Z < M Q Z LL � co W O Q LL C) LL O r4 P4 U 2 v F�1 Q CL ►-� J Cl) (� h� 00 w Co O '/ SHEET 1 OF 9 SW 1 /5 SEC 15 'T21 N R04E S890 02' 48"E S89° 02' 48"E -o- -o- i 0 �o w gF z � w MI 0 gI I w M O 0 oN ° z (1i Z i w LEGAL DESCRIPTION PARCEL #614360 0614 NORTH LAKE SHORE LANDS UNREC N 214 FT OF W 220 FT OF ELY 730 FT OF GL 4 STIR 15-21-04 PER KC LTR LOT REVIEW S90MOS08 LTR DTD 12-6.90 PROJECT INFORMATION • NAME: JON MILLARD SHORT PLAT • LOCATION: 3321X 38th Ave S ■ NUMBER OF PROPOSED LOTS: 4 • NUMBER OF EXISTING LOTS: 1 ■ ZONING: RS 9.6 ■ MINIMUM LOTAREA: 9,600 SF ■ BUILDING SETBACKS: ➢ FRONT:20' ➢ SIDE:10' ➢ REAR:10' ■ MAXIMUM IMPERVIOUS AREA: 60% • MAXIMUM BUILDING HEIGHT: 30 FT SITE DESCRIPTION ■ SIZE: 47080 SF = 1.081 ACRES ■ EXISTING LAND USE: SINGLE FAMILY RESIDENTIAL ■ PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL DENSITY RESIDENTIAL ■ VEGETATION: CLEARED, GROWN BACKWITH INVASIVE ■ CRITICAL AREAS: NONE SITE UTILITY SERVICE PROVIDERS SEWER: LAKEHAVEN UTILITY DISTRICT WATER: LAKEHAVEN UTILITY DISTRICT SCHOOL: FEDERAL WAY #210 FIRE: SOUTH KING FIRE AND RESCUE TELEPHONE: CENTURYLINK ELECTRICAL: PSE GAS: PSE CABLE TV: COMCAST BENCHMARK UTILIZED ??????????? S89 08 55 E 210_00' — — n LEGEND: ® FOUND REBAR AS DESCRIBED p SET HUB -0-UPUTILITY POLE © LIGHT POLE --3 GUY ANCHOR ® POWER METER 0 GAS STUB OUT OIL FILLER CAP QT TELEPHONE MANHOLE GRAPHIC SCALE ® TELEPHONE RISER 40 0 20 40 ® MAIL BOX 0 BOLLARD ® WATER VALVE ( IN FEET ) & FIRE HYDRANT 1 inch = 40 ft. 14c IRRIGATION CONTROL VALVE ® WATER METER a WATER FAUCET CATCH BASIN ® STORM DRAIN MANHOLE 0 CULVERT 0 STORM DRAW CLEANOUT 0 SANITARY SEWER MANHOLE ® SEWER STUB OUT VICINITY MAP RECEIVED MAY 2 7 2015 CIS OF FEDERAL WAY CDS w W z 0 z w c� Cl) CO f^' Co Lo N N n 00 Q rn Lu n z J o� ) _J < J N U ¢ 00 CV � < 00 c) rl-z W Z cM LLl z O O04 � M i Lrt w O H Q CL 4 00 C Co SHEET 1 OF 9