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06-105213
CITY OF ti Federal Way November 22, 2006 Michael Hovland Hovland Architects 900 Meridian Avenue East, Suite 408 Milton, WA 98354 FILE CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com Re: File #06-105213-00-PC, PREAPPLICATION CONFERENCE SUMMARY Huddleson's Auto Color World, 35400 Pacific Hwy South, Federal Way Dear Mr. Hovland: Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held November 2, 2006. 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 City Code (FWCC) 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 FWCC and other relevant codes for all additional requirements that may apply to your project. The key contact for your project is David Lee, 253-835-2622, david.lee@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 Proposal is for a two-phase development of an auto body repair and painting facility and a future office development. The auto body repair facility will be 16,035 square feet and the proposed office building will be 3,600 square feet. Each development will include associated site development. 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. Hovland Page 2 November 22, 2006 Planning Division State Environmental Policy Act (SEPA) review will be required for this project. • Public Works Development Services Division 1. The southerly 300 feet of the proposed development (that area currently known as Tax Parcel 292104-9125) appears to be subject to the full requirements for Flow Control (detention) and Water Quality Treatment. City staff is currently researching and reviewing the Settlement Agreement in order to determine the intent and scope of that agreement. If it is found that Flow Control is required for this portion of the project, then Level 2 Flow Control is required. Independent of the Settlement Agreement, Water Quality Treatment is required for this area of the project. Water Quality Treatment must be provided to meet the Resource Stream Water Quality menu requirements of the 1998 King County Surface Water Design Manual, and Federal Way Addendum to the Manual (KCSWDM). 2. The northerly area proposed for development that lies within Tax Parcel 292104-9048, is subject only to the Resource Stream Water Quality Treatment requirements of the KCSWDM, based on the 1996 Settlement Agreement between the previous owners and the City. Detention for that portion of the project has been provided for in the adjacent City Storm Water Pond. The applicant must provide for conveyance of the treated stormwater to a discharge point that is approved by the City. 3. FWCC Section 16-47 requires that overhead utility lines be relocated underground if over 500 feet, or three spans are affected by the frontage improvement project. This condition may apply to the existing overhead utilities abutting the subject property in Pacific Highway South, if construction of the frontage improvement requires relocation of the overhead utilities. • Public Works Traffic Division 1. If a complete application is submitted after January 1, 2007, a Concurrency Application is required. The City Council has not yet adopted the fees for this permit. The Concurrency Permit process will determine if any additional analysis, improvements, or traffic mitigation fees apply to the project. 2. This application proposes a specialized land use; the applicant's traffic engineer needs to submit a trip generation study to determine the number of trips generated by the proposed development during the weekday PM peak hour. At a minimum, the trip generation study shall include three (3) studies for similar land use and will be reviewed and approved by the Traffic Division. Based upon the number of PM peak hour trips, additional steps may be required. Please see detailed comments. 3. The City of Federal Way Code requires street frontage improvements and right-of-way dedication along Pacific Highway South. Please see detailed comments. 4. The current proposal will need to meet access management standards and the driveways should be modified. DEPARTMENT COMMENTS Outlined below are the comments made by the representatives of each department present at the preapplication conference based upon the drawings and site plans submitted for review. Each section should be read thoroughly. If you have questions, please contact the representative listed for that section. File#06-105213-00-PC Doc 1D 38621 Mr. Hovland Page 3 November- 22, 2006 PLANNING DIVISION (David Lee, 253-835-2622, david.lee@cityoffederalway.com) Zoning: BP (Business Park): Allowed use under FWCC Section 22-866, "Retail establishment providing vehicle or boat, serve, repair, or painting." Required Review Process: Land Use Process III w/ SEPA review ■ Project exceeds SEPA thresholds due to building size and parking requirements. • Subject site within a 5 & 10-year well head protection zone. • A Hazardous Material Inventory Statement for Critical Aquifer Recharge & Wellhead Protection Areas form must be completed and submitted with the formal application of Land Use Process III and SEPA. Setbacks: 25 ft front, 20 ft side, 20 ft rear Parking Required: 28 parking stalls required (28 provided) [FWCC Section 22-866 & FWCC Section 22-864]. Landscaping Requirements: • Ten -foot -wide Type II landscaping along Pacific Hwy South. • Five -foot -wide Type III landscaping along perimeter lot lines. • Per FWCC Section 22-1567(e)(1), parking areas adjacent to public right-of-way shall incorporate berms at least three feet in height within perimeter landscape areas; or alternatively, add substantial shrub plantings to the required perimeter landscape type, and/or provide architectural features of appropriate height with trees, shrubs and groundcover, in a number sufficient to act as efficient substitute for the three-foot berm, to reduce the visual impact of parking areas and screen automobiles, and subject to approval by the Director of Community Development. ■ 560 square feet of parking lot landscaping is required. o Based on 20 square feet per parking stall (28 stalls) per FWCC Section 22-1567(b) o Landscape islands be a minimum of 64 square feet and a maximum of 305 square feet, and a minimum of six feet wide at the narrowest point. Community Design Guidelines: ■ All guidelines set forth in Article XIX "Community Design Guidelines" are applicable to this project. Only one elevation drawing was submitted for staff review, and therefore, cannot comment on all elevations. • A minimum of two fagade treatments must be implemented along the western fagade facing Pacific Hwy South. All fagade treatments are regulated by FWCC Section 22-1635(b)(1-4). ■ Pedestrian plaza, if used as a means of building fagade modulation, must be a minimum of 200 square feet. Pedestrian plazas must incorporate special paving, landscaping, pedestrian -scale lighting, seating areas, weather protection, trash receptacles and bicycle racks. ■ Pedestrian connections should be provided between properties to establish pedestrian links to adjacent building, parking, pedestrian areas and public rights -of -way per FWCC Section 22- 1634(d)(3) Bicycle racks should be provided for all commercial developments. + Outdoor furniture, fixtures, and streetscape elements, such as lighting, freestanding signs, trellises, arbors, raised planters, benches and other forms of seating, trash receptacles, etc., should be incorporated into the site design. File P06-105213-00-PC Doc ID 38621 Mr. Hovland Page 4 November 22, 2006 PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Kevin Peterson, 253-835-2734, kevin.peterson a,cityoffederalway.com) Land Use Issues — Stormwater Please see the Public Works Developments Services Division - Major Issues Section above, as to how the following requirements apply to the development, based on the separate parcels and aforementioned Settlement Agreement: 1. Surface water runoff control and water quality treatment will be required per the 1998 King County Surface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to the 1998 KCSWDM. This project meets the requirements for a Full Drainage Review. At the time of land use site plan 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 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 Level 2 flow control area, thus the applicant must design the flow control facility to meet this performance criteria. The project also lies within a Resource Stream Protection Water Quality Area. Water Quality Treatment shall be designed to meet the treatment criteria of the Resource Stream Protection 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 private commercial developments outside the City Center Core must be above ground (i.e. open pond.). Underground facilities are allowed only with approval from the City of Federal Way Stormwater Management Division. 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) permit may be required. Information regarding this permit can be obtained from the Washington State Department of Ecology at http://www.ecy.wa.gov/programs/sea/pac/index.html, or by calling 360-407-6437. Right -of -Way Improvements 1. See the Traffic Division comments from Sanjeev Tandle, Contract Traffic Engineer, for traffic related items. 2. Based on available records and the submitted materials, it appears that this proposal meets the 25 percent threshold criteria for requiring street frontage improvements as identified in the Federal Way City Code (FWCC) Section 22-1473. The applicant/owner may submit an MAI appraisal for the subject property, or King County Assessor's records may be used. Development Services Division will evaluate this data to determine if the project actually meets the City's 25 percent threshold for requiring street frontage improvements. File 906-105213-00-PC Doc ID 38621 Mr. Hovland Page 5 November 22, 2006 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. 4. All stormwater treatment and detention requirements outlined above will be applied to new impervious area within the public right-of-way. FWCC Section 16-47 requires that overhead utility lines be relocated underground if over 500 feet, or three spans are affected by the frontage improvement project. This condition may apply to the existing overhead utilities, abutting the subject property, in Pacific Highway South. Public Works Building Permit Issues 1. Engineered plans are required for clearing, grading, road construction, and utility work. Plans must be reviewed and approved by the City. Current engineering review fees are $730.00 for the first 12 hours of review, and $61 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. The Federal Way Development Standards Manual (including standard detail drawings, standard notes, and engineering checklists) is available on the City's website at www.cityoffederalway.com to assist the applicant's engineer in preparing the plans and TIR. The applicant shall provide a geotechnical report that addresses design pavement thickness for the roadways. 4. Bonding is required for all improvements 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. All final approved drawings shall be drafted/plotted on 24" x,36" or 22" x 34" mylar sheet with permanent File 006-105213-00-PC Doc ID 38621 Mr. Hovland Page 6 November 22, 2006 black ink. Site plans shall be drawn at a scale of 1"= 20', or larger. Architectural scales are not permitted on engineering plans. Provide cut and fill quantities on the clearing and grading plan. Erosion control measures, per Appendix D, 1998 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 (Sanjeev Tandle, P.E., PTOE, 425-458-6200, Sanjeev.Tandle@cityoffederalway.com) Transportation Impact Analysis The City will be adopting new policies for traffic analysis and mitigation requirements beginning January 1, 2007. The following sections include steps for the applicant to submit a complete application before and after January 1, 2007. Complete application submittal before January 1, 2007 The applicant's traffic engineer needs to submit a trip generation study to determine the number of trips generated by the proposed development during the weekday PM peak hour. At a minimum, the trip generation study shall include three (3) studies for similar land use to be reviewed and approved by the Traffic Division. The methodology for determining the trip generation shall be based upon the guidelines established in the most recent edition of the Institute of Transportation Engineers' (ITE) Trip Generation. If the trip generation is determined to be 10 or more PM peak hour trips during a weekday PM peak hour, a full Transportation Impact Analysis (TIA) report is required for the weekday PM peak hour, in order to assess project impacts and determine traffic and safety mitigation measures. The applicant would be expected to contribute pro-rata shares towards TIP projects impacted by 10 or more weekday PM peak hour trips. Mitigation improvements necessary beyond those identified in the TIP to meet the City's adopted level -of -service standard are required to be provided by the applicant to meet concurrency requirements of the Growth Management Act. Complete application submittal after January 1, 2007 1. The applicant's traffic engineer needs to submit a trip generation study to determine the number of trips generated by the proposed development during the weekday PM peak hour. At a minimum, the trip generation'study shall include three (3) studies for similar land use to be reviewed and approved by the Traffic Division. The methodology for determining the trip generation shall be based upon the guidelines established in the most recent edition of the Institute of Transportation Engineers' (ITE) Trip Generation. 2. A Concurrency Application is required for the weekday PM peak hour. The City Council has not yet adopted the fees for the concurrency permit. The Concurrency Permit process will determine if any File #06-105213-00-PC Doc ID 38621 Mr. Hovland Page 7 November 22, 2006 additional analysis, improvements, and/or traffic mitigation fees apply to the project. The applicant would be expected to contribute pro-rata shares toward TIP projects impacted by 1 or more peak hour trips. 3. Mitigation improvements necessary beyond those identified in the TIP to meet the City's adopted level -of -service standard are required to be provided by the applicant to meet concurrency requirements of the Growth Management Act. Street Frontage Improvements 4. Per Federal Way City Code (FWCC) Section 22-1474, 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. Based on the materials submitted, staff conducted a limited analysis to determine the required street improvements in meeting the FWCC. Based on the analysis and FWCC, the applicant would be expected to construct improvements on the following street to the City's planned roadway cross -sections: • SR-99 is planned as a Type "A" street, consisting of a 90466t street with curb and gutter, six- foot planter strips with street trees, eight -foot sidewalks, and street lights in a 124-foot right-of- way (ROW). Assuming a symmetrical cross section, 12-foot ROW dedication and half -street improvements are required and should be measured from the street centerline. 5. Per FWCC Section 22-1477, the applicant may make a written request to the Public Works Director to modify, defer, or waive the required street improvements. Information about right-of-way modification requests are available through the assigned planner. Such requests have a set review fee. 6. 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 and Traffic Circulation 7. Per FWCC 22-1543, Pacific Highway South is access class "1" and in the future, left access may be permitted every 330 feet and left -out access is only permitted at signalized intersections. 8. WAC 468-52-040 limits access on state highways in Federal Way to access spacing of 250 feet with only one access per parcel. Please show all neighboring driveways within 250 feet of the proposed driveway(s). 9. The subject property does not have the 660 feet minimum street frontage to allow a second access driveway onto Pacific Highway South. Therefore, the current proposal will need to meet access management standards and should be modified. PUBLIC WORKS - SOLID WASTE AND RECYCLING DIVISION (Rob Van Orsow, 253-835-2770, robv@cityofed eralw ay.com) Solid Waste & Recycling Design Considerations Solid waste and recycling design considerations include: File 006-105213-00-PC Doc 1D 38621 Mr. Hovland Page 8 November 22, 2006 Adequate space allocation for interior and exterior collection containers. The following exterior trash enclosure parameters will accommodate most solid waste and recycling needs: Clear interior dimensions measuring 10' deep by 18' across, with a single two -door swinging gate spanning across the front of the enclosure. When the gate is opened, no structure or hardware is allowed above grade across the enclosure opening. Gate pins/holes are preferred in positions for closed gates and holding gates open for service access. • User access to interior waste and recycling storage areas/containers, and to exterior containers screened by enclosure(s). • Unobstructed, safe enclosure ingress and egress for service vehicles, directly in line with enclosure openings. Landscaping, setbacks and screening requirements [based on FWCC Section 22-1564 (d) & (e)]. • Note that larger -scale commercial or multi -family developments may see long-term savings from the use of on -site solid waste compaction equipment. This equipment may require larger enclosures, defined overhead clearance, and consideration of power utility access and drainage management. Help with many design parameters related to service access is available via the City's contracted solid waste services provider, Waste Management. Contact: John Davis — Senior Route Manager at 206-786- 4530 (cell). BUILDING DIVISION (Scott Sproul, 253-835-2633, scott.sproul@cityoffederalway.com) International'Building Code (IBC), 2003 edition Washington State Amendments WAC 51-40* International Mechanical Code (IMC), 2003 edition Washington State Amendments WAC 51-42* Uniform Plumbing Code (UPC), 2003 edition Washington State Amendments WAC 51-46 & WAC 51-47* International Fire Code (IFC) 2003 Washington State Amendments* National Electric Code (NEC), 2005 edition Accessibility Code ICC/ANSI Al 17.1-2003 Washington State Energy Code WAC 51-11* Washington State Ventilation and Indoor Air Quality Code WAC 51-13* *Current State Amendments are dated: July 1, 2004 File N06-105213-00-PC Doc1D 38621 Mr. Hovland Page 9 November 22, 2006 ** As of January 1, 2002, the State amendments now require arc -fault interrupters for 15-20 amp branch circuits serving sleeping rooms in dwelling units (R-l's). Building Criteria Occupancy Classification: B and S-1 Type of Construction: V-B Floor Area: 16,035 sq ft and 1925 sq ft of mezzanine Number of Stories: 1 Fire Protection: Fire alarm system and sprinkler system required Wind/Seismic: Basic wind speed 85 Mph, Exposure_, 25# Snow load, Seismic Zone D-1 A complete building permit application and commercial checklist. (Additional copies of application and checklists may be obtained on our web site at: www.cityoffederalway.com.) Submit five sets of drawings and specifications. Specifications shall include: x Soils report x Structural calculations x Energy calculations x Ventilation calculations. Note: A Washington State Registered architects stamp is required for additions/alterations (new or existing) of 4,000 gross floor area or greater unless specifically listed as an "exempt" structure per the Revised Code of Washington (RCW). Submit n/a copies with King County Health Department approval stamp for all projects that include food service facilities, septic systems or other elements within the project that require health department approval. Energy code compliance worksheets are required to be completed and included with your permit application. A wet stamp and signature is required on all sheets of plans and on the cover page of any calculations submitted. Federal Way reviews plans on a first in first out basis; however, there are some small projects with inconsequential review requirements that may be reviewed out of order. Review Timing The first comment letter can be expected within five to seven weeks of submittal date. Re -check of plans will occur in one to three weeks after re -submittal. Revised or resubmitted plans shall be provided in the same format, size, and amount as the originally submitted plans. Revised/resubmitted drawings shall indicate by means of clouding or written response, what changes have been made from the original drawings. Plans for all involved departments will be forwarded from Community Development Services. Federal Way has an expedited review process. Information is available at our front counter. File 406-105213-00-PC Doc ID 38621 Mr. Hovland Page 10 November 22, 2006 Other Permits & Inspections Separate permits may be required for electrical, mechanical, plumbing, fire suppression systems, and signs. Applicants may apply for separate permits at any time prior to commencement of construction. When required, special inspections shall be perfonned by WABO approved agencies or by agencies approved by the building official prior to permit issuance. Construction must be approved by all reviewing departments prior to final building division inspection. All concerned departments (Planning, Public Works, Electrical, Fire) must sign off before the Building Department can final the structure for occupancy. Building final must be approved prior to the issuance of a Certificate of Occupancy. The City of Federal Way does not issue temporary Certificate of Occupancies. All construction projects may be required to have a pre -construction conference. If a pre -con meeting is required, all subs, the general or representative, the architect or representative, the engineer or representative, electrical contractor and any other interested party, should attend this meeting. Meetings will occur at the Building Department and will be scheduled by the inspector of record for the project. Site -Specific Requirements Please note that a code change will take effect on July 1, 2007. The information provided is based on limited plans and information. The comments provided are not intended to be a complete plan review and further comments are possible at time of building permit plan review. LAKEHAVEN UTILITY DISTRICT (Brian Asbury, 253-94I-1516, basbury@lakehaven.org) Water PHASE I - A developer extension agreement will be required to construct new water distribution facilities (e.g., hydrant, fire protection service line, etc.), and/or if required to re -locate any existing facilities, necessary for the proposed first phase of this development. Additional detail and/or design requirements can be obtained from Lakehaven by submitting a separate application to Lakehaven for either a pre -design meeting or a developer extension agreement (application copies enclosed). Lakehaven encourages the owner to apply for either of these processes early in the pre- design/planning phase to avoid delays in overall project development. PHASE II - If additional hydrants or other fire protection system are required or indicated as part of this phase of the development, or if any existing water distribution facilities are required to be relocated, a separate developer extension agreement will be required to construct new water distribution facilities necessary for the proposed development. Additional detail and/or design requirements can be obtained from Lakehaven by submitting a separate application to Lakehaven for either a pre -design meeting or a developer extension agreement. Lakehaven encourages the owner to apply for either of these processes early in the pre-design/planning phase to avoid delays in overall project development. File N06-105213-00-PC Doc ID 38621 Mr. Hovland Page I I November 22, 2006 Existing water meter, and/or service, abandonment/protection will be required for any on -site building demolition. Please contact Lakehaven for further information regarding this issue. A water meter application is required for a separate meter/service for any new connection to the water distribution system, or modification to any existing service connection (e.g., larger service, abandonment of existing service(s), etc.), in accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'. • Owner will be required to complete and submit a Water Use Questionnaire (WUQ, copy enclosed). Information in the WUQ will be used by Lakehaven to determine specific backflow prevention requirements. • The associated developer extension agreement noted above must achieve a point of either Substantial Completion or Acceptance prior to activating any new service connection(s). Sewer PHASE I - If any existing sanitary sewer facilities (copy of facility map and sewer easement enclosed) are required to be relocated due to ROW frontage or onsite improvements, a developer extension agreement will be required. Additional detail and/or design requirements can be obtained from Lakehaven by submitting a separate application to Lakehaven for either a pre -design meeting or a developer extension agreement (application copies enclosed). Lakehaven encourages the owner to apply for either of these processes early in the pre-design/planning phase to avoid delays in overall project development. PHASE II - A separate developer extension agreement will be required to construct new and abandon existing sanitary sewer facilities necessary for the proposed development. Additional detail and/or design requirements can be obtained from Lakehaven by submitting a separate application to Lakehaven for either a pre -design meeting or a developer extension agreement (application copies enclosed). Lakehaven encourages the owner to apply for either of these processes early in the pre- design/planning phase to avoid delays in overall project development. Existing sewer service abandonment/protection will be required for any on -site building demolition. Please contact Lakehaven for further information regarding this issue. A side sewer permit will be required for any new connection to the sanitary sewer system or any modification to the existing side/building sewer, in accordance with standards defined in Lakehaven's current `Fees and Charges Resolution'. Minimum slope for gravity side/building sewers is 2%. In addition to all other side sewer installation standards, installation of a Type 1, 48" monitoring manhole is required on the private building sewer line, for all non-residential connections. Owner will be required to complete and submit a Sewer Use Survey (SUS, copy enclosed). Information in the SUS will be used by Lakehaven to determine specific pretreatment requirements. The associated developer extension agreement must achieve a point of either Substantial Completion or Acceptance prior to completing and activating any new service connection(s). File H06-105213-00-PC Doc ID 38621 Mr. Hovland Page 12 November 22, 2006 General Lakehaven's Capital Facilities Charges are calculated on the basis of Equivalent Residential Units (ERU). Residential equivalency for non-residential connections will be estimated based on anticipated water use (1 ERU = 255 gallons per day for water and 220 gallons per day for sewer). Owner will be required to provide a reliable estimate of proposed water consumption (commercial and irrigation) for the property (information from a similar facility may be submitted in lieu of a new estimate). Lakehaven's 2006 Capital Facilities Charges are $3,196/ERU for water and $2,768/ERU for sewer. For any proposed change or increase in usage beyond the level of the water and/or sewer system capacity previously purchased for the property(ies), Lakehaven researches prior system capacity charges paid, if any, and evaluates the subject property(ies) for the existence of any available credits and determination of a capacity `base level' for the subject property(ies). For any new or modified, non-residential connections sought after December 31, 2004, Lakehaven will assess additional Capital Facilities Charges (CFC) to property owners, where increased usage of the water and/or sewer systems beyond the property's `base level', including increases attributable to usage associated with existing service(s), is indicated based on owner's submittal of estimated water consumption figures. Additionally, Lakehaven will levy, and the owner shall pay, a capacity rental charge for capacity utilized, based on water consumption records, during a usage monitoring period (not to exceed five years) above the level of capacity available following payment of any additional CFC. The owner has the option to make full purchase of any system capacity deficit at any time. Utility conflicts should be identified and coordination should occur as early as possible in the planning process. 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, 253-839-6234, chris.ingham@southkingfire.org) Water Supplies for Fire Protection One new hydrant will be required for this project. The required fire flow for this project is 3500 — 50 % for sm-inklers = 1750 gallons, per minute. A Certificate of Water Availability shall be provided indicating the fire flow available at the site. When any portion of the facility or building protected is in excess of 400 feet from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided. Fire hydrants: 1) Shall be located not more than 300 feet on center. All measurements shall be made as vehicular travel distance. 2) Shall not be located closer than 50 feet to any building. File 006-105213-00-PC Doc ID 38621 Mr: Hovland Page 13 November 22, 2006 3) Shall not be obstructed by any structure or vegetation, nor shall the visibility of the fire hydrant be impaired for a distance of 50 feet in the direction of vehicular approach to the fire hydrant. (South King Fire and Rescue Administrative Policy Guideline No. 1004) Fire hydrant locations are subject to the approval of the Fire Marshal or his/her designee. When exposed to vehicular damage, fire hydrants shall be suitable protected. Fire hydrants shall be in service PRIOR to and during the time of construction. Fire Apparatus Access Roads The fire apparatus access road as shown is acceptable. If the gate at the south end of the property is to be secured then it shall meet our gate requirements. The access road on the east and south end of the building shall be designated as fire lane. Fire apparatus access roads shall be provided when any portion of the facility or any portion of an exterior wall of the first story of the building is located more than 150 feet from fire apparatus access as measured by an approved route around the exterior of the building or facility. EXCEPTION: When buildings are completely protected with an approved automatic fire sprinkler system, these provisions may be modified by the chief. Plans for fire apparatus access roads shall be submitted to the fire department for review and approval prior to construction. 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 30 ton fire apparatus and shall be provided with a surface so as to provide all-weather driving capabilities. 3) Shall be not less than a 20 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 or Fire Department approved alternative at the dead end. All such cul-de-sacs shall be not less than 80 feet in diameter. 5) Gradient shall not exceed 12 percent. (South King Fire and Rescue Administrative Policy Guideline No. 1006) Designated fire lanes may be required for emergency access. This may be done during the plans check or after the facility is in operation. When required, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit the obstruction by parking and other obstructions. File N06-105213-00-PC Doc lD 38621 Mr. Hovland Page 14 November 22, 2006 Fire apparatus access road gates shall comply with South King Fire and Rescue Administrative Policy Guideline No. 1003. Fire apparatus access roads shall be installed and made serviceable PRIOR to and during the time of construction. Fire -Extinguishing Systems An automatic fire sprinkler system is required throughout the building. Plans and specifications for automatic fire -extinguishing systems for the protection of commercial -type cooking equipment shall be submitted to the- fire department for review and approval prior to installation. Three (3) sets of plans and specifications for automatic fire -extinguishing systems, standpipes and their appurtenances shall be submitted to the fire department for review and approval prior to installation. Plans shall be drawn to an indicated scale, on sheets of uniform size, with a plan of each floor, and shall show those items listed in Chapter 14 of NFPA 13 that pertain to the design of the system. Sprinkler plans shall bear a Washington State Certificate of Competency stamp. An automatic fire sprinkler system shall be installed in all occupancies requiring 2,000 gpm or more fire flow or where the total floor area included within the surrounding exterior walls on all floor levels, including basements, exceeds 10,000 square feet. Fire walls shall not be considered to separate a building to enable deletion of the required automatic fire -extinguishing system. (FWCC Chapter 8, Article II, Division 4) A separate permit is required for the installation of the Fire Sprinkler System. Contact the Fire Marshal's Office at 253-946-7244 for Fire Sprinkler System Specifications. The system demand pressure (to the source) required in a hydraulically designed automatic fire sprinkler system shall be at least 10 percent less than the correlative water supply curve pressure. Fire department connections shall comply with South King_ Fire and Rescue Administrative Policy Guideline No. 1002. Automatic Fire Detection System Afire alarm system is required throughout the building. An automatic fire detection system shall be installed in all buildings exceeding 3,000 square feet gross floor area. This fire detection system shall be monitored by a central and/or remote station conforming to the current requirements of the National Fire Protection Association standards and/or the fire chief or designee. (FWCC Chapter 8, Article II, Division 4) A separate permit is required for the installation of the Fire Alarm System. A complete Fire Alarm System is required. Contact the Fire Marshal's Office at 253-946-7244 for Fire Alarm Specifications. 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 File #06-105213-00-PC Doc ID 38621 Mr. Hovland Page 15 November 22, 2006 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 FWCC Section 22-1657. 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 FWCC 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, David Lee, 253-835-2622. We look forward to working with you. Sincerely, David Lee Associate Planner enc., FWCC Article XIX "Community Design Guidelines" FWCC Article XVII "Landscaping" SEPA Checklist Master Land Use Application Hazardous Material Inventory Statement for Critical Aquifer Recharge & Wellhead Protection Lakehaven Utilities Handouts Process III Submittal Checklist c: Sean Wells, Public Works, Development Services Sanjeev Tandle, Parametrix, Traffic Chris Ingham, South King Fire & Rescue Scott Sproul, Building Division, Plans Examiner File#06-105213-00-PC Doc ID 39621 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT REVIEW COMMITTEE (CDRC) Preapplication Conference Sign In Sheet Huddleson Auto Color World Preapplication Conference 06-105213-00-PC November 2, 2006 NAME WITH TELEPHONE NUMBER k) 16DI PlonnitnqY Z wZ � pt'k- esoYN— �.. I �� �r�5 3'- 2 n fE � VkI R t f�nl A S fLq 255 (o -s407 -2-'4 9 yC -7-2VY 1AKc-m,6rj UT«. Par, f4qD& / uUE&Ele AA0AZAtJ CdktlW?vie /,90 fil1Gl-1A�C. J-Fo�ft-A�o✓J T,(: 14�+�lLl�ub A CH�irc 2153. -4 TIL - lICP AYcl.1 eCOVXcA--r.neF &M-14M u5-Wrl �s • �3T: Z73 ��rm Pl _,12(otj 2 HUDDLESON'S ACW PACE 01 / K 10/10/2006 17:09 206-838-5805 1Eli' E,9 2 0 0 G 17:18 25 IDWAY E e01; IF%D�. CITY OF Feaderal Way p,ropei-ty A,.ddress/Loe260m _ PSCpE �7 PAGE 31 rya k�r�t toll-(i IVASTER LAND USE AFMCM M N u (Z UEPARTMENT OP CQMMLNTX.DVnLGP[+U-1N•r SEtvr(TS �3325 8`^ ,Avew,,IE SQ )th Pp'Boc9' 18 Federal Way W.A. 930614 18 253-333-Z607; Fax 253-33 i.2( 09 ci ffederal :V Ex Lm t1TIC Parcel �IUT11Re➢"(9) _ ■ — _ i P t o,}rs# A?t sea'�Dtiow rn}�R--- E..:S7�: YKIf41 pipe (of permit Required ,Annexation Rinding Site Plan Roundar/ i,iztr Adjustrncttt Lsttd 5t;1TIce Mbditicalion Lot Ls,'le a lir,inatsan rresv�lhcatsort Cot�i�raric:. pracess 7. (Director-s Approval) p;gcess iI (Site Plan R ViM) �.?Tocess M (Pmject Approval) Pr0m5'V ?GB �>rie&rind �ninar's.Dwisi0 ) Prpcess V (Quasi-Juslicinl iRe�vne) Process VJ SEPA Nv/Project S EPA+ pn.1v — Shtrrelim: VarianceltOr itionatl iTSa 51a0rt w"Ubdivi;ion $ubdivieiott Variance: C.ammcrcialleaiderlia) Required. knfOp'pTfctBlt 0n Zarsin� pesignalaan _ �T .Gotnprchcu5lve .PlaTz pf 5.1;patfon � yvaluc of Existing Am.Prbvetrleuts value of Proposed Improvomrnts Zntc ariou,11 BuildiT.I7 Code (IBC): ----- 74ctlpe�ucy Type __ Construction T}-pe Bulletin 4003 — AVgt,at IS, 2004 Applicant Name"", Address: City/$Tatc= Zip; (phone; Fax F.rnai (: Signattam. Agent cif difiPttutli:9b;stl Applicant) Name: , ►P iC F+^ F.L ,Address: 9c�o_.CltFlell7l�l�i C,7 - CityiStzstc: F'i14nc:. J•� 3 • ���. 87 � Fax. 23.C15•Iloo { F.rnall, h evgy in.T e Co WCA I V1 a I` downer Address:.1*w '` K. 107 +l, Citv';tale: 5F1�'dTLA� ` & Zip- Ia I Phone: 2*+• 2{4, 7342 SAX: 20 6 - �3v. Suos 1✓iT1ai.1: 1 dsvWnaau 1eGO1j0r•C-0M Vage 1 ;)f I 7w.;Zandou1 Ntosterl and Lrye �Ht:litio, o A an or Federal Way i71 f 11.1559?l N rat}•4aaf BP r.•. . BP VICINITYMAP NOT TO SCALE Zoning Map 98 NE 29-21-04 - NE quarter of Kroll 744 Q BR h4 BP r. •:n HUDDLESON'S AUTO COLOR WORLD BP N"LINN a BP oP U •� 3t•37-t-trs ragc I U> i U 47' 17 11.155i27 N � v LOWES ►M MAAE Q BC BC So a m �4 RS15.0 x � 'sal zer, I", � `s a u � R r ��7e7J.V .tea i .�!i9i' ?�rPIIGf '1eY RS15.0 7 iA �= T _ E S�QqLL q/ RS1S.0 H N N - f Z L7116 43.457075 N - 47116 43.467675 N L!4lRd: ZonkV k are 4 ^ oxjm419 3ntl mjdM0nWarow aY m[kst PWWLG City 0~ Property Lard arlc 86 . CommuriRy Business Thin is; NOT a xt"ilu10 for a Red xur"Y, SSW M--) iONng tkkavIwY ;jam I - Bumins Park es OP - OfFce Park SC8 e; C ty d S> :9 R6 15.0 -1 urdll15.000 S.F. 0 250 500 Feet IV ldattand5' Park private Trait/ R6 35-0 - 1 uniVW,000 ST Clry Cr oneo P:., WY harlg Coum Cor►wnon Arta SE • 1 un1U5 apes Mr, map a eccxrca' ed --v dzk {rVorrS�lAE•,I Owned Property Puh1Fc School na w,'pra,*". W'd � emP Y � "SWM- Sartme Waier \6znagtmvnl - - - a 2raot rep'Menial an HUDDLESON'S AUTO COLOR WORLD Huddleson's Auto Color World is a 16,025 s.f. facility located at 35400 Pacific Highway South. Uses: The auto -body facility is the first phase of this site. The building will house the company's offices, a drive in estimating area and a shop/repair area. A 3,600 s.f. office building that may be built in the future on the north portion of the site. Community design guidelines will be accommodated through: ■ Modulation at the West (Pacific Highway). The South Elevation is angled and visibility of it will be limited from the public ways. Landscaping is provided at the 'foundation' along the West Elevation. Projections (indicated as canopies' on the elevation) will be incorporated along the West Elevation to help break up the mass. • `Public plazas' are incorporated at the pedestrian access points off of Pacific Highway. • The main customer entry is oriented toward Pacific Highway, as is the lobby of the office area — both of which have glass storefronts. • Glass will also be provided along the West Elevation to provide natural light into the shop are and to further articulate the building. • Preliminarily the building materials proposed include metal siding oriented vertically with accents of horizontal metal siding at the recessed/modulated areas. Color(s): • The building will be tan with the projections accented with a contrasting color. [Note: a final color scheme has not been established as yet]. The building is oriented to `screen' the vehicle access to the shop and service areas from the public right of way by having the most highly used vehicle access points on the east side of the building. MichaeiE. Hovland M. Hovland, Architect Architect 900 Meridian East (421) - Miitort, Washington 98354 - 253-737 8775 • h ua r comcasl.nel RECEIVED OCT 1 1 Z006 H UDDLESON ' S AUTO COLOR WORWFeD IRAL AY DING 6W4wm & Rep 5*estj BP Zone- Business Park FWZC 22-866 Lot Area 70,000 s.f- BLA in progress Building Areas Phase 1 16,035 s.f. Includes 1,925 s.f. Mezzanine Huddleson's Auto Color World Phase 2 3,600 s.f. Maximum — based on parking for Future Development I I 'Office' of 1 stall per 300 s.f. Setbacks: Front Yard 25 Feet Side yard 20 Feet Rear Yard 20 Feet Building Height Maximum Allowed 40 Feet Phase 1 35 Feet Approximate Huddleson's Auto Color World Phase 2 30 Feet Approximate Future Development Parking _ Phase 1 16 Stalls 1 per 1,000 s.f, Required & Provided Huddleson's Auto Color World Phase 2 12 Stalls 1 per 300 s.f. Required & Provided Future Develo meet Standard Stalls 9' X 18' 23 provided Compact Stalls 8' X 15' 3 provided Two- Way Drive Aisles 25' —. Barrier Free Stalls 2 One for each Phase J Front Yard 10' - Type II Front Yard @ Pacific Highway South Side Yard 5' - Type III FWZC 22-1566 Rear and 5' - Type III Plazas 2 Provided 200 s.f. + each @ Pacific Highway Building Criteria Construction Type Phase 1 VB with Automatic fire sprinkler system Huddleson's Auto Color World Increase per 506.3 Phase 2 VB Future Development occupancy Phase 1 B & S-1 Office area @ 1:100 = 40 Huddleson's Auto Color World Shop area c@ 1:500 = 24 Phase 2 B Office @ 1:100 = 36 Future Development _ RECEIVED � H UDDLESON ' S AUTO COLOR WORLD QCT CT 1 �. 1 �A7.1�6 06 WAY 13111LD1Nt3 ❑EPT. 35400 PACIFIC HIGHWAY SOUTH ° FEDERAL WAY, WASHINGTON Owner Darren Huddleson Architect / Project Contact Michael Hovland, Architect 1500 S.W. 107" Seattle, WA 98146 206.244.7342 206.838.5805 fax com Mailing address: 900 Meridian East (421) Milton, WA 98354 253.737.87765 253.815.1100 fax net Tax Parcel Number / Legal Description 2921049125 & A portion of the NW % of the NE %4 of Section 29, T21 N, R4E, W.M. 1 2921049048 City of Federal Way King County Washington 04.1207 William Appleton, Development Services Manager Public Works Department City of Federal Way, Washington Re: Overhead Utility Poles at Huddleson Is Auto Color World 34500 Pacific Highway South Federal Way, Washington #06-105213-OOPC Dear Mr. Appleton, r HECEIVEE APR 2 0 2007 PUBLIC WORKS DEPARTNIENT We have discussed the issue of the utility power poles long Pacific Highway a couple of times by phone and in meetings As we are in the process of retaining a Civil Engineer, we have come to that point in time where the issue of whether or not we have to move utility poles has to be resolved. Please note that the Huddleson's are excited about moving their business into Federal Way and intend to move forward with the project at this time. The letter generated by your staff after our Pre Application Conference states that there is a requirement (FWCC 16-47) that "requires overhead utility lines be relocated underground if over 500 feet, or three spans are affected by frontage improvement project. " Note the following: 1) The Huddleson project has street frontage of 328 feet (revised since the pre - Application meeting) and one span of high tension line. 2) PSE has indicated that they believe it is not necessary to move the utilitypoles at this time. Additionally, PSE does not like to see one or two poles moved "out of line': PSE is aware of the enormous financial impact that moving one utilitypole would have on one small parcel. Additionally, they believe that ALL of the utility poles should be moved at the appropriate time. The appropriate time would be when Pacific Highway is improved for a significant section of the highway - as happened in the northern portion of the City when Pacific Highway was improved. We are not trying to get around the requirement. The Owner's of Huddleson's Auto Color World will accept their portion of the cost based pro rata basis when the appropriate time occurs As Kim Morris and Howard Pepin have stated, this is NOT the appropriate time. They are expecting a call from you to discuss this matter. Kim Morris can be reached at 253 395-6929 and Howard Pepin at 253-395-6887. We will be proceeding with our project at this time. If you would like to discuss this matter further, it must be in a timely manner, as we are approaching the final design of the site and building. We would appreciate your immediate attention to this matter, and look forward to your comments. Sinc , tc l aar �eep cc. Darren Huddleson, Huddleson's Auto Color World MichaeiE Hov/and M. Hov/and, Architect Architect 900 Meridian East (421) • Milton, Washington 98354 .253 737 8775 - 353 815. 1100 fax - h refit rncas! n 05.20.07 William Appleton, Development Services Manager Public Works Department City of Federal Way, Washington Re: Overhead Utility Poles at Huddleson's Auto Color World 34500 Pacific Highway South Federal Way, Washington #06-105213-OOPC Dear Mr, Appleton, RECEIVED MAY 2 4 2007 P0BL1G w0R,<S D= ►'An'VA4ENT Your response to my letter on the power poles at 34500 Pacific Highway South, Huddleson'; Auto Color World re stated the criteria that would require the relocation of the poles It relayed essentially the same information that staff gave us as part of the Pre Application Conference: FWCC 16-47 "requires overhead utility lines be relocated underground if over 500 feet, or three spans are affected by frontage improvement project. " In my last letter I noted the following: 1) The Huddleson project has street frontage on Pacific Highway South of 328 feet 2) PSE has indicated that they believe it is not necessary to move the utilitypoles at this time. Additionally, PSE does not like to see one or two poles moved "out of line' It appears that we do not meet the criteria that would require the pole to be moved. We would like to confirm this with you at this time. I have enclosed a copy of the current Site Plan for your use in responding to this query. We would lie to resolve this issue so we can move on with the final site and building design. Thank you in advance for looking at this in a timely manner. Please feel free to contact me with any questions Sincerely, gla4 Michael E. Hovland, Architect Enclosure: - Site Plan cc. Darren Huddleson, Huddleson's Auto Color World Michae/E. Hovland M. Hovland, Architect 1 Federal Way H U D D LESO N'S AUTO COLOR WORLD TRIP GENERATION AND SITE ACCESS MODIFICATION LETTER Prepared for Mr. Darren Huddleson HUDDLESON'S AUTO COLOR WORLD, INC. 1500 SW 107th St. Seattle, WA 98146 ,ATE, Inc, JAKE TRAFFIC ENGINEERING, INC. March 5, 2007 Mark J. Jacobs, PE, PTOE, President 77318th Ave. SW - Seattle, WA 98106 - 2007 Tel. 206.762.1978; Cell. 206.799.5692 Email - jaketraffic@comcast.net, ' . Jake Traffic Engineering, Inc . Mark J. Jacobs, PE, PTOE President 1131 8t^ Ave SW - Seattle, WA 98106 - 2007 Tel. 206.762.1978 - Cell 206.799.5692 -mail jaketraffi( r@ 0rnc2st.nn March 5, 2007 Mr. Darren Huddleson HUDDLESON'S AUTO COLOR WORLD, INC. 1500 SW 107th St. Seattle, WA 98146 Re: Huddleson's Auto Color World - Federal Way Trip Generation and Site Access Modification Letter Dear Mr. Huddleson; We have prepared this Trip Generation and Site Access Modification Letter for the proposed 16,000 sq. ft. Huddleson Auto Color World project in Federal Way. The project is located one lot north of S. 356th St. and east of Pacific Hwy. S. on parcel #2921049125. Access to the site will be via one driveway on Pacific Highway South. This letter has been prepared to identify the trip generation of the proposed development and provide technical justification to allow site access modification for the proposed site right of entry. The summary and conclusions are on page three of this letter. PROJECT INFORMATION Figure 1 is a vicinity map which shows the location of the site and the surrounding street system. Figure 2 shows an aerial site plan taken from the King County website (www.metrokc.gov) using the iMap function. Figure 3 shows the preliminary site plan provided to us. The plan consists of the project site layout, parking for 16 vehicles and internal circulation. Access to the site will be via one driveway on Pacific Highway South. Full development and occupancy of the proposed Huddleson's Auto Color World project is anticipated to occur by 2009, presuming the permits are issued in a timely manner. EXISTING ENVIRONMENT Project Site The project site is located on parcel #2921049125 and zoned commercial and is presently developed with the 3,000 sq. ft. Global Engine facility which is to be removed to make way for the proposed development. The County Assessors data is attached in the appendix. \\Enginee,2\,\-P,q,a Files\2001012 H.dClesone A.so Color World H.ddl--A—Color Wald Federal Way\f05AH.Edleson me JTE, Inc. Mr. Darren Huddleson HUDDLESON'S AUTO COLOR WORLD, INC. March 5, 2007 Page -2- Street System The primary streets within the study areas and the classifications (per the City of Federal Way Functional Classification of Existing and Planned Streets and Highways Map) are as follows: ➢ Pacific Hwy. S. Principal Arterial ➢ S. 356th St. Principal Arterial ➢ S. 351st St. Minor Collector TRIP GENERATION The Institute of Transportation Engineers (ITE) Trip Generation book, Seventh Edition identifies rates and equations to project the expected vehicular trips during the average weekday, AM and PM peak hour trips for various land uses. The proposed Huddleson's Auto Color World is a Collision Repair type land use. No data in the ITE Trip Generation Handbook exists for an Auto Collision Repair type use. We believe that the facility would generate similar trips to that of a General Light Industrial use. Collision repair entails light industrial type activities such as welding and fabrication of parts to repair the damaged vehicle. The ITE trip generation rate for a Light Industrial Use (ITE LUC 110) is 0.98 PMPHT's per 1,000 square feet. A Trip Generation Assessment performed by a Colleague (Geralyn Reinart, PE) at three different collision repair facilities showed an average PM peak hour trip rate of 1.01 per 1,000 sq. ft. was generated. This trip rate is consistent to that of the General Light Industrial use (0.98 per 1,000 sq. ft.). Both the Light Industrial use and the rate identified per the Trip Generation Assessment are shown on Table 1. Based on both the Light Industrial Use and the Trip Generation Assessment we believe that a Collision Repair facility would generate -one peak hour trip per 1,000 square feet. Based on our analysis the proposed Huddleson's Auto Color World project would generate 16 PM peak hour trips. No credit for the existing site development is taken. SITE ACCESS MODIFICATION The City of Federal Way's Guidelines for the Preparation of Transportation Impact Analysis draft identifies access management standards. Section C. "Access Management Standards" (attached in the appendix) identifies a minimum access spacing of 250 ft. on State highways. The proposed site access is off of Pacific Highway South (SR - 99) a State highway. Thus a minimum spacing of 250 ft. is required; or as shown in the table. SR - 99 is likely to have a raised median in the future that would restrict the access to right in/out only. In this scenario the spacing requirement would be 150 feet. A Used Tire Warehouse facility is located on the adjacent lot south of the proposed development. Based on the King County IMap the Used Tire Warehouse provides two accesses off of Pacific Highway South. The proposed Huddleson's Auto Color World proposes \\Eogmer2\c\-Prge hles\2007 012. Huddleson's A -Color World Huddleaon, Auto C0101 Wmld Federal Way\TGSAHuddleson do, JTE, �I nc. Mr. Darren Huddleson HUDDLESON'S AUTO COLOR WORLD, INC. March 5, 2007 Page -3- to provide one site access on Pacific Hwy. S. at the south portion of the property. The proposed site access is located -75 ft. north of the Used Tire Warehouse facility access to the south. Based on City criteria for access management, the proposed site access onto Pacific Hwy. S. would not meet spacing standard criteria of 250 feet. Both the existing Used Tire Warehouse and Huddleson's Auto Color World are low traffic generators. Due to the low volume generated by the two facilities we envision no adverse affect to the operations at the respective site driveways with Pacific Highway South. Thus based on the low volume generated by the Used Tire Warehouse and proposed Huddleson's Auto Color World the existing north access for the Used Tire Warehouse and proposed access for Huddleson's Auto Color World should be allowed. In consideration of potential future re -development of the Used Tire Warehouse the applicant is open to providing a shared access with the facility to the south when it is re -developed. This scenario would eliminate the northern site access to the existing Used Tire Warehouse and provide a shared access at the property line with the proposed Huddleson's Auto Color World facility. SUMMARY AND CONCLUSIONS This letter has identified the trip generation and site access modification for the proposed Huddleson's Auto Color World facility use. The proposed project is calculated to generate around 16 PM peak hour trips. In addition, both the Used Tire Warehouse facility and proposed project are low generating facilities with no adverse affect envisioned to the operations with Pacific Highway South due to the proximity of the driveways. Thus the existing north access of the Used Tire Warehouse and the proposed site access for the Huddleson's Auto Color World should be allowed. The applicant for the Huddleson's Auto Color World is willing to commit to a shared access at the south property line with the adjacent property at such time it is re -developed. No further traffic review or mitigation should be necessary. If you have any questions you can contact me at (206) 762.1978 or email me at MJJ: cvv EVIRES 40 O Very truly yours, Mark J. Jacobs, PE, PTOE, President JAKE TRAFFIC ENGINEERING, INC. oio]. os.67 \\E,ip.,,,2\,\-P,o,,tF,les\200/012-Hud0l,,on's Aulo Color WaHd Huddleson s Auto Colo, W000 Fe0e,al Way\TG5AHu001eson0oc JTE, Inc. T = trips X = 1,000 sq. ft. A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (existing or entering) inside the study site. The above trip generation values account for all the site trips made by all vehicles for all purposes, including commuter, visitor, recreation, and service and delivery vehicle trips. 1 - Rate per Trip Generation Assessment conducted by fellow colleague as identified in the report \\E,jV.... 2\o\-P,q,d File,\2001012 Huddle,on,Auto Color Wolld-Huddle,onb Auto Color World Fednal WayVGMHuddleson doe Project: Huddleson's Auto Color World - Federal Way f� Location: East of Pacific Hwy. S. and one lot north of S. 356th St. NORTH 31 ld, s rrc ss n m 4 ox�cn+x s WAZ st y,n... - ft-mto jk-mwp Svr 3i(dd p n 144 M6wn 9 Project Site !�l TN .tun sl u F s.� *c:1.Sr .N9= sV: ran a W, SW 3513011 , 35B1h.4_r rah S;9951n 51 Wi a.,,-:r• Tammy 51.. {� H a +S? „ w _S� ed y:: .. _ • �.Y#h St r. eaw,an Rd o ~A\Aft, 91'J�' Ep Vie: c� i RRR 'a r [ pfi{T mh $i E Y T/ 1 -••: LJ i1 ' 02WIA mvroae C— ldkm.i HUDDLESON'S AUTO COLOR WORLD - FEDERAL WAY JTE, Inc. 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M. City of Federal Way, King County, Washington CATCH BASIN 237.43 RIM 12" PVC NE 235.03 IE 12" CONIC SW 235.04 IE r (-N 7) -7- r- N I A I r\ CATCH BASIN 12" ADS F 235.06 IE I- \--/I \ I C_ 1 \4 r-\ L L,/ 236.73 RIM h A I A 1 1 N I r- 36" CONIC NE 23,� 1 IE IVI A 0 r -\\ NC_ 36" CONIC SW 229.85 IE Retaining all r,\ 0 -1 r\ A -1 A Q 12" PVC CULVERT Found nail in concrete, incased Uz- I�J't ,`fig; Legend: on centerline of Pacific Highway Power pole/ V . . . . . . . . . . . ...... east of "Horizon Mortgage" sign, transformer near northwest corner of site. IS Monument found. Visited September 21, 2006 OX 6' cyclone fence Retaining CATCH BASIN 0 Found rebar and cap as noted 235.71 RIM• Extruded cLPrb wall 12" CONC NE 233.56 IE . Calculated monument position 12" ADS SW 233.55 IE nn IEWELS89*38'13"E LW_ 24 5'S & 2. 1' E 1306.98' GP Guy pole CATCH BASIN f 3 235.13 RIM 0 Sign Guy wire anchor(GW) 36" CONC N 229.67 IE Power pole z�L240 48" CONC SW 223.99 IE 36" CONC NE 225.73 IE #z c Guy wire anchor n14= Power meter (PM) 12" ADS NE 230.87 IE CD 0 Power pole (PP) C Site benchmark No.2 N hr\ CC` r,-) I N Ifs 4'E 1 4 Gas valve(GV) Set PK in asphalt CD Elevation: 232.69 feet. 0 K A A N I I I \,J I V 1 1 N 1 L_ L_ Gas meter(GM) SIP ell 0 SS" U Cable junction box(CJB) 0 W 0 Sanitary sewer manhole 0. 91 W 230 ------- -230 Sign 0 = Storm clean out(SCO) M 51 Catch basin (b QF 4U41 9 Storm drainage manhole 0. 9'E ti ka, 4J N Wa�er- met-er `WM) 228.35 RIM C6 ss" 12" CONIC SE 226.94 IE Parcel A Cn H, CJ dal- t (F H 0.6'E 0 50 100 I I I PENN AA h -) N STORM DRAINAGE MANHOLE r-N v I 1 I I I N 1 L_L_ I 228.31 RIM 48" CONC SW 218.63 IE I \ I r-\ A 0 r-\ A cu 14� &0'-% C&&L /__ -, Z_ , J , t Z., \J 48" CONC NE 220.12 IE U C C,22 CD 12" CONC NW 222.67 IE LIFT STATION RIM 224.25 __1 4 CiB" PVC N 212.44 IE---- 12" PVC S 210.81 IE to C n pr6perty line Found 1/2" rebar & cap SANITARY SEWER MANHOLE STORM DRAINAGE MANHOLE CONTROL STRUCTURE stamped "8CH21X0X" RIM 225.07 10" PVC 213. 06 IE 226.23 RIM RIM 224.65 0.3'S & 2.9'W U 12" CONIC SW 221.12 IE CONC W 214.69 IE 10" PVC S 213.03 IE 48" CONIC NE 217.30 IE 60" CONIC SE 214.77 IE to J%l 48" CONC E 215.85 IE N89038'07"W i. 5'S 188.62' ss,%Z 5' cyclone fence ::-1 J� ?T 225�0 __&yc I -one..fence' ' - , _I� 6 i G, a�t . 'S 6 0,8' CATCH BASIN 1. 4'S 6 0, 8' 1 2'S & 12 '2.34 DI CULVERT- S iE 823ADS SWRIM 218.75 IE . STORM DRAINAGE MANHOLE 207.85 IE s:5 217.0 224.47 RIM 11. 4 2 7. h Al I\/ r1 fl N I A I r--\ ri L,/ I N L L_J _ 0 50" CONC NW 213.30 IE 48" CONC SE 207.03 IE Rockery 7- ,qy 8 CONIC CULVERT 6, -207.18 IE na 1 N 1 1 \ M \-, I �_J I -1 I-\ A r\ A 8" DI CULVER 4- \J t t- 213.15 IE CATCH BASIN 022 224.0 RIM Power pole 12" CONC NE 222.50 IE Q� 4u C & * * ` * * Jr223 C -Cr 0 C -,\ :If, Z� t\ * CID A C45 4,1 02 C6 C ZMecjc, Y, 0 Cli c.j 41 4D 4,/ 4 0 Vertical Datum: CS "D.1 0' Power p a cy) 2 Q a I 42, J- -underground W. power IX National Geodetic Vertical Datum of 1929-NGVD29 (City of Federal Way) V ,8 0 (zo ollard SANITARY SEWER MANHOLE Hydrant RIM 218.60 Bollard C, 10" PVC NE 206.97 IE Benchmarks- i0" PVC :S ,206.83. TE CATCH BA2ti 09 Base: CATCH BASIN BASIN N 6T 219.25 RIM e-. 217.83 RIM 0. 51 12" ADS SE 216.05 1 STORM DRAINAGE MANHOLE City of Federal Way benchmark #2168-5-1, Ramset on east edge 12" CONIC NE 216.24 IE 14 (Birdcage 12" CONC SW 216.15 IE 216.72 1 of telephone pedestal pad at the northwest corner of South 12" ADS NW 214.61 IE 336th Street and Pacific Highway South. 24" CONC E 210.01 IE ow - - YCJone fence Elevation: 317.52 feet. ru q) I . 21 ;> 48" CONIC S 208.72 IE Site No. 1: 7 3 10�s 21 Centre .73 3. - SIC 7,10 tre Pointe Surveying point #101, set PK nail on east side QJ of Pacific Highway South, 4.6' west of west face of curb at idn' R so.?_9 -poiint between south entrance to the site. mid .4 24" CONCRETE CULVERT sl)� Elevation: 215.58 feet. P (;".1 CATCH BASIN �A 207.13 IE Site No. 2: 217.71 RIMti,2�6 \ Building a:, 4, Centre Pointe Surveying point #101, set PK nail on east side 12" CONC NE 214.70 IE 12" CONC SW 214.62 IE of Pacific Highway South, 3.5' east of fog line, +/-80' south , 013 •s6b of "Speed Limit" sign, 4' west of gardrail. Elevation: 232.69 feet. CATCH BASIN M 216.23 RIM 12" CONC NE 213.20 IE 4 .0 QJ 1 12" CONC SW 213.18 IE : I i�. fol r Site benchmark No.1 C6 6..?01 4,/ 11jJ Northeast corner of Set PK in asphalt Section 29, Township Elevation: 215.58 feet., 6) 21 North, Range 4 East, found plug in concrete, IV incased Parcel B 106. 54' S89 '49'50 E 2611, 27' S89*38'13"E 2613.96' P t, CATCH BASIN Y ( 1/ 19 2Q 20 20 21 214.73 RIM 12" CONC NE 211.78 IE 12° CONIC SW 211.74 IE -4 7- Q 3G-- 29 653.49' 326.75' 72 20' 1306.98' 29 28 A CATCH BASIN C31 213.26 RIM 12" CONIC NE 20.20 IE N��, Q Northwest corner of Jrb� M Cu 12" CONIC SW 20:04 IE Section 29. Township C9 21 North Range 4 East, North quarter corner of LIDS C%J &0 Site found 4" concrete post Section 29, Township with copper tack 21 North, Range 4 East, Ln calculated per Plat of Found nail in 2" brass disc -.4, 653.90' on centerline of Pacific r*� Brookfield Country S89'38'07"E .06w, or Pdle/ 120' north of intersection of,..:: -andforIme' Highway,'.: -30 I O'E LID LID Estates, Vol.139, Pg.27 1138.33' Pacific Highway and Southcyclone fence 3. 8 X --4, 188. 214._ 326.95' 356th Street X w N82* CATCH BASIN Yclone fence 17-33" 154.59, ao 211.75 RIM 3.3' E .2-S C9 C� 12" CONIC NE 208.63 15 /A 1. 4'E 12" CONC SW 208.62 IS \L H (Zi cr) M cr) (0 4 4- CID L9 clu 654.31' 327.15' 327.16' SANITARY SEWER MANHOLE U-) ao RIM 20.37 I'IT (0 S89*38'01"E 1308.61' 10" PVC NE 201.50 IE clu Cu 10" DI NE 201.95 IE 3C 1 _N 10" PVC SW 200.58 IE r_1 ('V LO co CU LO LO C� N M to C) co P� S82 * CU 17,33"E Ln 154.59 191 to CO West quarter corner of I � Section 29, Township n Surveyors Notes: ILH 21 North, Range 4 East, 655.12' 655.12' LID found nail in Pnnrna*a - - JR 1310,25' 1) The monument control shown for this site was accomplished by field traverse utilizing a one (i) second theodolite with integral electronic distance measuring meter (Geodimeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular closure of the traverses meet the standards of WAC 332-130-090. 2) Utilities other than those shown may exist on this site. Only those which are visible or having visible evidence of their installation are shown hereon. 3) This survey represents physical improvement conditions as they existed September 21, 2006, the date of this field survey. 4) Legal descriptions provided by client. No additional research has been attempted. 5) Offset dimensions shown hereon are measured perpendicular to property lines. 6) It is not the intent of this survey to show all easements or reservations for this site. True North. Based upon Global Positioning System (GPS) Lambert Grid Washington State North Zone coordinates. A convergence angle of 1*06'07.44" counterclockwise was applied at, punch mark with "X" in 3 inch diameter brass disk in a monument case at the intersection of 16th Avenue South and South 352nd Street. The monument is the northeast section corner for Section 29, Township 21 north, Range 4 east of the Willamette Meridian. The The North American Datum of 1983/1991 (NAD 63/91) grid coordinates were found to be 107933.801 / 1273040.199 at that point. The inverse of both the sea level correction factor of 0.999991492 and the grid scale factor of 1.000046732 was applied to the grid coordinates for shown ground distances. X 50' northeast of "Ilahee Middle School" sign, 20' west of telephone pole #36036 L9 1`11 LO m (NJ LO co CV 0 200 400 ,,cale. CUVI# ou 1313.51' 30 29 -SB9 *37'27 E_ 5231.67-' C-J Co CU LO C\J to WZY NxPiREs05-23-2007 S89*37'50"E 2620.49' Co CD Cn 1313.51' 29 East quarter corner of - Section 29, Township 21 North, Range 4 East, calculated per Plat of Brookfield Country Estates, Vol.29, Pg.27-30 to CD Lo I N K� I M Iq I Cn Cn 29 ,28 N89-53'41"E Z 32 33 Southeast corner of Section 29, Township 005; 21 North, Range 4 East, found 3" brass disc 1. 0i Y RAI 4y with X" ;DE BUiLDING DEPT, ---,I FINDEX DATA., CENTRE Nw,,-NE 29, '"21N., R4L, W.M. Pr M R SURVEY FOR, Surveying, hm, P.S. 33701 9th Avenue South - Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax i BY L Nguyen CHECKED BY. S Woods Oct. 02, 2006 JOB NAME: 2767 1" = 50' JOB NO.: 2767 C7. 9RE Huddleson's Auto Color World 1500 Southwest 107th Street Seattle, WA 98146 KING COUNTY, WASHINGTON