Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
17-101741
CITY OF A4k Federal June 2, 2017 Way Mr. Matt Reider ESM Consulting Engineers 33400 8th Avenue South, Suite 205 Federal Way, WA 98003 niav reider @ e,rmcivil cam Re: File #17-101741-00-PC; PREAPPLICATION CONFERENCE SUMMARY Wall Short Plat; 3020118th Avenue SW, Federal Way Dear Mr. Reider: CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held May 11, 2017. 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 Water & Sewer District and South King Fire & Rescue. Some sections of the Federal Wray 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 Senior Planner Stacey Welsh{stacev.,,velsh@citvoffederalway.conz, or 253- 835-2634). 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 The proposal is to subdivide two lots into seven single family lots and several tracts. 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. Matt Reider Page 2 of 13 June 2, 2017 Planning Division 1. Per Federal Way Revised Code (FWRC) 18.05.010, a short plat is defined as nine or fewer divisions; ten or more is a subdivision. Tracts count as a division in the same way a lot does as indicated within FWRC- and RCW 58.17.020(1) & (6). 2. Environmental 'review under the State Environmental Policy Act (SEPA) is required as the proposal directly impacts lands covered by water pursuant to FWRC 14.15.020. 3. The site contains several environmentally critical areas, see comments below for required reports. 4. A Use Process III application is required to address the revised stream crossing and stream buffer intrusion, see FWRC 19.145.320 and 19.145.330. 5. All residential subdivisions are required to provide open space in the amount of 15 percent of the gross land area of the subdivisioW n 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. If open space is provided onsite, it shall be provided in its own tract. As with other tracts, an open space tract cannot count towards the minimum lot area of the lots. 6. The design and construction of the septic system must be approved by the Public Health -Seattle & King County. Provide a copy of their Subdivision Pre -Application Report. If on -site septic systems are provided, prior to short plat recording, the applicant must obtain the Public Health -Seattle & King County signature on the short plat document and provide a copy of their signed Application for Final Subdivision. • Public Works Traffic Division ■ Transportation Concurrency Management (FWRC 19.90) — A transportation concurrency permit with the application fee of $1,620.00 is required for the proposed project. ■ Trapc Impact Fees (FWRC 19.91) — Traffic impact fee payment for each residential dwelling unit will be assessed at the building permit issuance. ■ Frontage Improvements (VRC 19.135.040) — Construct street improvements and dedicate right-of-way along 20th Place SW. ■ Access Road — Private road/driveway (Drawing. No. 3-2DD) shall serve a maximum of four units and shall meet all conditions identified on the standard plan. ■ Block Perimeter (FWRC 18.55.010 & FWRC 19.133.231) — Block perimeter not feasible with topography constraints and adjacent development not conducive. a Lakehaven Water & Sewer District Proof of an existing, recorded private water easement will be required across the property, for the benefit of the portion of the building supply line for parcel 0121039013 (Svc 10280) across the subject property. This private easement shall cover the off -site property along the route of the affected portion of the building supply line from the edge of public right-of-way to the adjacent property. • South King Fire & Rescue Fire apparatus roads and automatic fire sprinklers are required on all new construction lots. File 17-101741-00-PC Doc ID: 75756 Mr. Matt Reider Page 3 of 13 June 2, 2017 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 (Stacey Welsh, 253-835-2634, stacev.)x�elsh ci - affederalway.corn Short Plat Process— Pursuant to FWRC 18.30.010, short plat applications are administratively processed through the Department of Community Development. The administrative review process requires that the Director of Community Development issue a decision on the short subdivision request and confirm conformance with FWRC 18.30.110(2). Public notice of the complete short plat proposal is required per FWRC 18.30.080, and a 15-day public comment period is provided. However, no public hearing will be required for the short plat unless an appeal is filed. A master land use application and short plat handout are enclosed; relevant code sections are available at the city's website at %vww.ci yoffederalway. 2. State Environmental Policy Act (SEPA) — Short plat applications are exempt from the requirements of SEPA, unless on lands covered by water. The proposal includes a direct impact to the stream along 20th Place SW; therefore, environmental review under the SEPA is required, pursuant to FWRC 14.15.020. An environmental threshold determination made by the Director of Community Development must be issued prior to short plat approval. 3. Land Use Review Tim frames — The Planning Division will notify the applicant of the application status within 28 days of submittal. If the application is determined complete, staff will issue a Letter of Complete Application. Review will stop any time the applicant has been requested by the city to correct plans, perform required studies, or provide additional information needed to issue a decision. The review period will begin within 14 days following submittal of requested items. Per FWRC 18.05.080(1), if an applicant fails to provide additional information to the city within 180 days of being notified by mail that such information is requested, the application shall be deemed null and void and the city shall have no duty to process, review, or issue any decision with respect to such an application. 4. Public Notice — Short plat applications require a public notice and a 15-day comment period. Within 14 days of issuing the Letter of Complete Application, a Notice of Application will be published in the Federal Way Mirror, posted on site, and placed at the city's three designated notice boards. SEPA public notification will be done in accordance with FWRC 14.10.040. 5. Fees —As development fees change annually, please contact the Permit Center at 253-835-2607, or nermitcenter(a�tvoffedrralway.com, for an updated fee list prior to submitting your application. Additional utility fees, school impact fees, transportation impact fees, concurrency, and engineering plan review fees will apply. 6. Lot Si.Ze — The zoning for the subject site is Single -Family Residential (RS) 15.0. The minimum lot size for each lot is 15,000 square feet. Property set aside in tracts cannot count towards the minimum lot area per FWRC 19.05.120, "lot area," and FWRC 19.145.150.1. Also, 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). If open space is provided onsite, it shall be provided in its own tract, see item #12, below. File 17-101741-00-PC Doc ID: 75756 Mr. Matt Reider Page 4 of 13 June 2, 2017 7. Short Plat Drawing —The short plat drawing must show existing and conceptually proposed water, sewer, and drainage facilities on, under, or over the land showing size, grades, and locations, this includes septic tanks, primary and secondary drainfields. a. Meeting Follow Up: A question was asked at the meeting whether lot closure submittal requirements can be deferred until the final short plat submittal and the short plat drawing requirement be modified to allow for a preliminary short plat drawing to be submitted in its place. i. FWRC 18.30.030 states that the following is required: "All short subdivision applications must at the minimum provide the information contained within City of Federal Way Department of Community Development Services Bulletin No. 010, Short Subdivision Submittal Requirements. The submittal requirements are not intended to determine if an application conforms to city of Federal Way codes. They are used only to determine if all required materials have been submitted. A code -related review will occur after a complete application has been submitted. The director may waive any sections determined to be not reasonably necessary." ii. Bulletin No. 010, Short Subdivision Submittal Requirements currently lists: s Two copies of a computation sheet (with surveyor's seal) that provides the square footage of all streets, individual lots, and tracts, and total area contained within the subject parcels, i.e. lot closure calculations. • Seven full size prints of the proposed short plat drawing as spee7fed below AND one copy on 11 by 17 inch paper. b. Response: The lot closure calculations will be required at the time a short plat application is submitted. If lots change during review, final lot closure calculations will be required at final short plat approval/prior to recording. The Short Plat Submittal Requirements handout is in the process of being revised and the required drawings component may change. You are encouraged to check back for an update prior to preparing your formal short plat application submittal. 8. Design Criteria — Short plats are subject to the subdivision design criteria of FWRC Chapter 18.55. 9. Setbacks — Future residences must conform to the following structural setback requirements of FWRC 19.200.010, "Detached Dwelling Units": front yard — 20 feet; side yard — 5 feet; and rear yard — 5 feet. Existing structures to be retained must conform to the structural setback requirements from newly located property lines. 10. Access — See FWRC 19.130.240.1 regarding revisions that will be necessary to the existing driveway on proposed Lot 7. A driveway in a required front yard, may not exceed 20 feet in width except as specified in subsection (1)(b) of the section and may not be closer than five feet to any side property line. The new side yard setback for proposed Lot 7 would be measured off of the new access easement/tract to proposed Lots 1 and 6. 11. Miscellaneous Single -Family Residential Regulations — a. Maximum height of structures — 30 feet above average building elevation. b. Maximum lot coverage _ 50 percent. c. Required parking spaces — two per dwelling unit. File 17-101741-00-PC Doc ID: 75756 Mr. Matt Reider Page 5 of 13 June 2, 2017 12. 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. Open space fees shall be paid prior to recording the short plat. If the applicant chooses to provide onsite open space, it shall be provided in its own tract and include a combination of the following types: Open Space Category % of Gross Land Area Usable 10% minimum Conservation No maximum or minimum Buffer 2% maximum Constrained 2% maximum Per FWRC 18.55.060(5), "Open space shall be owned in common undivided interest by all property owners within the land division as members...." As with other tracts, an open space tract cannot count towards the minimum lot area of either lot. 13. Clearing Grading, and Tree and Vegetation Retention — The short plat is subject to the provisions of FWRC 19.120, "Clearing, Grading, and Tree and Vegetation Retention." A clearing and grading plan that meets FWRC 19.120.020 and FWRC 19.120.040 must be submitted with the formal short plat application, as clearing and grading work is proposed. a. Meeting Follow Up: A question was asked at the meeting whether a complete tree survey is required, as the site is heavily forested. FWRC 19.120.040.2.b states that the following is required: "A tree survey that identifies the location, approximate size, species, and number of trees on the site and also identifies the general location of trees within 50 feet of the site. For heavily forested sites, the director may allow a tree survey sample to be submitted that may be applied to the forested portions of a site in order to satisfy the tree survey requirement." b. Response: As long as the application materials make it clear how the project complies with the code, a tree survey sample, as described above, is acceptable. 14. Tree Density Requirements — The plat will be subject to tree density requirements of FWRC 19.120.130(1); note that 25 tree -units per acre are required for single-family zoned sites. A tree unit is a value assigned to existing trees retained on the property, or replacement trees. The larger the tree, the greater value it is assigned. Required tree density can be composed of retained trees and replacement plantings per FWRC 19.120.130. The tree and vegetation plan must clearly show where the tree units are to be located. The formal application must indicate what trees are to be removed. In the case of the 6.73-acre site, 169 tree units are required (25 x 6.73 = 169). Tree unit credits are in Table 2 of FWRC 19.120.130(2). The required number of tree units may be less than 169, given FWRC 19.120.130(3). Under that code section, the total number of tree units required to be provided is calculated by multiplying gross site acreage, minus any proposed public or private streets and regulated critical areas (excluding buffers). File 17-101741-00-PC Doc ID: 75756 Mr. Matt Reider Page 6 of 13 June 2, 2017 If an applicant cannot provide for the minimum tree units per acre on site, off -site mitigation, or fee -in - lieu payment to the city's urban forestry account, may be approved by the director. See FWRC 19.120.140 for off -site mitigation and fee -in -lieu payment requirements. 15. Streams — There is an existing stream located along the western property line (20th Place SW). This feature and its buffer must be delineated on the short plat drawing and placed in a tract in conformance with FWRC 19.145.150 and 19.145.260. a. The submittal indicates a note that a stormwater facility is proposed in Tract B (stream and buffer tract). The stormwater facility cannot be located within a critical area tract; it must be in a separate tract. b. A Use Process IV application for a stream setback intrusion (city file no. 13-104617-100-UP) was approved with conditions by the city's Hearing Examiner in April 2015. The request was to encroach four feet into a 100-foot stream setback in order to widen a driveway to serve two single- family homes from 16 to 20 feet. The encroachment was to be located over a culvert in which the protected stream ran. The stream and 100-foot buffer are also shown on the Boundary Line Adjustment (BLA) drawing, (city file no. 16-100077-00-SU) approved in August 2016. c. The current conceptual short plat proposal includes a direct impact to the stream along 20th Place SW. At the time of the BLA referenced above, a 20-foot wide easement off of 20th Place SW for ingress, egress, and utilities benefiting Parcel A (parcel #0121039013) was recorded. The short plat is proposing a 25-foot wide road (Tract A) to provide access off of 20th Place SW to serve Parcel A and several of the lots in the proposed short plat. d. A Use Process III application is required to address the revised stream crossing and stream buffer intrusion; see FWRC 19.145.320 and 19.145.330. A critical areas report that addresses the current critical areas code (adopted June 2015) is required; as part of that the applicant may want to reexamine the stream type according to the current code (see FWRC 19.145.260). A previous report dated January 2013 was completed as part of the stream setback intrusion application mentioned above. The report was not accepted by the city, does not address the current expanded short plat proposal, and was done under the previous Critical Areas Code. 16. Geolojeally Ha wrdousAreas— The short plat drawing shows areas with existing slopes greater than 15 percent. A professionally prepared geotechnical report is required as part of the application submittal per FWRC 19.145.250. All development activities on or within 50 feet of a geologically hazardous area as defined in FWRC 19.05.070 are subject to the Critical Areas Ordinance, see FWRC 19.145.220. Landslide hazard areas and buffers (if any) must be delineated on the short plat drawing and placed in a tract in conformance with FWRC 19.145.150 and 19.145.230. 17. GriticalAres Review— The applicant is responsible for providing critical areas reports to the city and for covering the cost of the city's consultants who may review the reports per FWRC 19.145.080(3). 18. School Impact Fees— School impact fees (currently $3,198.00, plus an administrative fee of $159.90 per single-family home) are due at the time of building permit application for new dwelling units and are subject to the fee schedule in effect at that time. This fee amount is subject to change as determined annually by the Federal Way School District. File 17-101741-00-PC Doc ID: 75756 Mr. Matt Reider Page 7 of 13 June 2, 2017 19. Sewage Disposal— The applicant must provide documentation that each lot in the subdivision will either connect to the sanitary sewer system or provide an on -site septic system. Wherever feasible, all lots in the short plat shall be connected to sanitary sewer system; see comments from Lakehaven Water & Sewer District, below. If connection to the sanitary sewer system is not feasible, on -site sewage disposal may be utilized. The city does not have any code provision requiting connection to the sanitary sewer system. The design and construction of the septic system must be approved by the Public Health -Seattle & King County. Provide a copy of their Subdivision Pre -Application Report. If on -site septic systems are provided, prior to short plat recording, the applicant must obtain the Public Health -Seattle & King County signature on the short plat document and provide a copy of their signed Application for Final Subdivision. 20. Approval Duration — Short plat preliminary approval expires five years from the date of approval, per FWRC 18.30.260. Engineering plans must be approved, improvements constructed, and the short plat must be recorded within the five-year time period. No less than 60 days prior to the lapse of approval, the applicant may request up to a two-year time extension for the short plat approval, per FWRC 18.05.090. 21. Recording — The city will record the short plat with the King County Division of Records and Elections at the applicant's expense, subsequent to the Public Works Department approval of submitted as -built plans. Prior to recording the short plat, all surveying and monumentation must be complete. In addition, all other required improvements must be substantially completed as determined by the departments of Community Development and Public Works. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Kevin Peterson, 253-835-2734, kevin. eterson ci oFfederalwa .com) Land Use Issues — Stormwater Surface water runoff control and water quality treatment will be required per the 2016 King County Surface Water Design Manual (KCSWDM). This project meets the requirements for a Full Drainage Review. At the time of land use site plan preliminary short plat submittal, a preliminary Technical Information Report (TIR), addressing the relevance of the project to the nine core and five special requirements of the KCSWDM, will be required. A Level 1 downstream analysis shall also be provided in the preliminary TIR. The city has 1" = 100', five-foot contour planimetric maps in GIS format 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 criterion. In addition to flow control facilities, Best Management Practices (BMPs) are required as outlined in the KCSWDM. The project also lies within Enhanced Basic Water Quality Area. Water quality treatment shall be designed to meet the treatment criteria of the Enhanced Basic Water Quality Menu. 3. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer must be provided to verify infiltration suitability. 4. Detention and water quality facilities for short plats must be above ground (i.e. open pond), and located in a separate tract. Underground facilities are allowed only with approval from the City of Federal Way Public Works Department. The flow control/water quality facilities will have to be owned and maintained by the plat lot owners. File 17-101741-00-PC Doc ID: 75756 Mr. Matt Reider Page 8 of 13 June 2, 2017 5. Show the proposed location and dimensions of the detention and water quality facilities on the preliminary plans. 6. If more than one acre will be disturbed during construction, a National Pollutant Discharge Elimination System (NPDES) construction storm water permit may be required. Information regarding this permit can be obtained from the Washington State Department of Ecology at by calling 360-407-6048, or at hug. lIwww:ecv.wa, vIprog,r,sIwgIstormwaterIconstnictionIindex.l-itinl. Right -of -Way Improvements 1. See the Traffic Division comments from Senior Transportation Planning Engineer Sarady Long for traffic related items. 2. If dedication of additional right-of-way is required to install street frontage improvements, the, dedication shall be conveyed to the city through a statutory warranty deed. The dedicated area must have clear title prior to recording. 3. All stormwater treatment and detention requirements outlined above may apply to any improvements within the public right-of-way. 4. 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. Engineering (EN) Permit Issues 1. Engineered plans are required for clearing, grading, road construction, and utility work. Plans must be reviewed and approved by the city. Engineering review fees are $1,640.00 for the first 12 hours of review, and $135.00 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, projects that will be filled or graded in the area of the future building pads are required to obtain a separate grading permit from the Building Division. 3. The Federal Way Public Works Development Standards Manual (including standard detail drawings, standard notes, and engineering checklists) is available to assist the applicant's engineer in preparing the plans and TIR on the city's website at wwwxiWoffederalway.comlindex.aspa?nid=171. 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. File 17-101741-00-PC Doc ID: 75756 Mr. Matt Reider Page 9of13 June 2, 2017 The developer will be responsible for the maintenance of all storm drainage facilities (including the detention and water quality facilities) and street systems during the two-year maintenance period. During that time, the Public Works Inspector will make periodic visits to the site to ensure the developer's compliance with the maintenance requirements. Upon satisfactory completion of the two-year maintenance period, the remainder of the bond will be released. Maintenance for public roads and subdivision drainage facilities then become the responsibility of the city. Maintenance for private roads and drainage facilities, including short plats, remain the responsibility of the individual property owners. 6. When topographic survey information is shown on the plans, the vertical datum block shall include the phrase "DATUM: N.G.V.D.-29" or "DATUM: K.C.A.S.," on all sheets where vertical elevations are called out. 7. Drawings submitted for plan review shall be printed on 24" x 36" or 22" x 34" paper. Site plans shall be drawn at a scale of 1" = 20', or larger. Architectural scales are not permitted on engineering plans. S. Provide cut and fill quantities on the clearing and grading plan. 9. Temporary Erosion and Sediment control (TESL) measures, per Appendix D of the 2016 KCSWDM, must be shown on the engineering plans. 10. The site plan shall show the location of any existing and proposed utilities in the areas affected by construction. PUBLIC WORKS — TRAFFIC DIVISION (Sarady Long, 253-835-2743, sarady.lonlong�la ciryoffederalway.com Transportation Concurrency Analysis (FWRC 19.90) 1. Based on the submitted materials for five single-family detached housing, the Institute of Transportation Engineers (ITE) Trip Generation - 8th Edition, land use code 210 (Single Family Detached Housing), the proposed project is estimated to generate approximately seven new weekday PM peak hour trips and 48 daily trips. 2. A concurrency permit is required for this development project. The Traffic Division will perform a concurrency analysis to determine if adequate roadway capacity exists during the weekday PM peak period to accommodate the proposed development. Please note that supplemental transportation analysis and concurrency mitigation may be required if the proposed project creates an impact not anticipated in the six -year Transportation Improvement Plan (TIP). 3. The estimated fee for the concurrency permit application is $1,620.00 (1 —10 trips). This fee is an estimate and is based on the materials submitted for the preapplication conference. The concurrency applicant fee must be paid in full at the time the concurrency permit application is submitted with the land use application. The fee may change based on the new weekday PM peak hour trips as identified in the concurrency trip generation. The applicant has the option of having an independent traffic engineer prepare the concurrency analysis consistent with city procedures; however, the fee remains the same. Transportation Impact Fees (TIF) (FWRC 19.91) Based on the submitted materials for five single family lots, the estimated traffic impact fee is $19,957. The total amount of the impact fees will be assessed and collected from the applicant when the building permit is File 17-101741-00-PC Doc ID: 75756 Mr. Matt Reider Page 10of13 June 2, 2017 issued, using the fee schedule then in effect. The applicant may request at any time prior to building issuance to defer the payment of the impact fee to final building inspection. If this option is selected, a covenant prepared by the city to enforce payment of the deferred fees will be recorded at the applicant's expense on each lot. Please, refer to defer payment of impact fee code for process. Transportation Impact Analysis (TIA) (FWRC 19.135) A Transportation Impact Analyses (TIA) to identify transportation impacts of development projects and provide appropriate mitigation measures is required. The TIA is required to assess additional project impacts beyond those that were identified under the concurrency permit process. Mitigation improvements necessary beyond those identified in the TIP to meet the city's adopted level -of -service standards are required to be provided by the applicant. Street Frontage Improvements (FWRC 19.135) The applicant/owner is expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map III-4 in Chapter III of the Federal allay Comprehensive Plan (FWCP) and Capital Improvement Program (CIP) shown as Table III-10 (FWRC 19.135.040). Based on the materials submitted, staff conducted a limited analysis to determine the required street improvements. The applicant is expected to construct improvements on the following streets to the city's planned roadway cross -sections: ■ 20th Place SW shall be Type a "T" street, consisting of a 28-foot street with an 8-foot ditch, 5-foot sidewalks, and street lights in a 60-foot right-of-way. Assuming a symmetrical cross section, no right-of-way dedication is required, but half -street improvements as measured from street centerline are required. 2. 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 are available through the Public Works Development Services Division. These modification requests have a nominal review fee currently at $290.00 ($270.00 plus $20 administrative/recording fee). 3. 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. 4. Verify intersection sight distance analysis for the design vehicle used at the plat access driveway/ intersection with 20th Place SW. The analysis shall be conducted in accordance to the latest AASHTO guidelines. The analysis must bear the seal of a licensed engineer in the state of Washington. Design Criteria (FWRC 18.55) 1. No street, or combination of streets, shall function as a cul-de-sac longer than 600 feet (FWRC 18.55.010). 2. All lots shall be designed to provide access for emergency apparatus (FWRC 18.55.020). Provide a turn- around on the private road/driveway for emergency and delivery vehicles. File 17-101741-00-PC Doc ID: 75756 Mr. Matt Reider Page 11 of 13 June 2, 2017 COMMUNITY DEVELOPMENT — BUILDING DIVISION (Peter Lawrence, 253-835-2621, Peter. LawrenceQci tyoffe de ra lwgy.com) There are no comments from the Building Division on the short plat process. Geotechnical soils reports and building permits will be required when the lots are determined buildable. LAKEHAVEN WATER AND SEWER DISTRICT (Brian Asbury, 253-946-5407, BAsbuq@jakehaven.org) Water ■ A Certificate of Water Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building permit application (check with land use agency for requirement). A certificate is valid for one year from date of issuance. If a certificate is needed, allow 1-2 working days to issue, for typical. If an additional hydrant(s) is required or indicated, or if any existing water distribution facilities are required to be relocated, a Lakehaven Developer Extension (DE) Agreement will be required to construct new water distribution facilities necessary for the proposed development. Additional details and/or design requirements can be obtained from Lakehaven by completing and submitting a separate application to Lakehaven for either a Developer Pre -Design Meeting or a DE Agreement. Lakehaven encourages owners/developers/applicants to apply for Lakehaven processes separately to Lakehaven, and sufficiently early in the pre-design/planning phase to avoid delays in overall project development. ■ The site has two existing water service connections: o Svc 10269, serving parcel 0850500040. o Svc 20150, serving parcel 0121039146. • A water service connection application submitted separately to Lakehaven is required for each new service connection to the water distribution system, or any modification to an existing water service connection (e.g., larger meter/service, irrigation, abandonment of existing service(s), re -activation, etc.), in accordance with standards defined in Lakehaven's current "Fees and Charges Resolution." • If service pressure greater than 80 psi is indicated, or Pressure Reducing Valve(s) is indicated, contact local building official for requirements and/or additional information. ■ Proof of an existing, recorded private, water easement will be required across the property, for the benefit of the portion of the building supply line for parcel 0121039013 (Svc 10280) across the subject property. This private easement shall cover off -site property along the route of the affected portion of the building supply line from the edge of public right-of-way to the adjacent property. • Based on the proposal submitted, preliminary estimated Lakehaven water service connection fees, charges, and/or deposits (2017 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, and/or deposits and are due at the time of application for service. All Lakehaven fees, charges, and/or deposits are typically reviewed and adjusted (if necessary) annually, and are subject to change without notice. File 17-101741-00-PC Doc ID: 75756 Mr. Matt Reider Page 12of13 June 2, 2017 o Water Service/Meter Installation, one -inch preliminary size: $4,230.00 each. Actual size TBD by Lakehaven based on UPC plumbing fixture count. o Capital Facilities Charge(s)-Water: $3,476.00 per Equivalent Residential Units (ERU). Water system capacity credits are available for this property from system capacity charges previously assessed, paid directly to Lakehaven, and/or credited to the property for 4.48 ERU. Please contact Lakehaven for further detail. o Right -of -Way Permit Fee (City of Federal Way): $700.00 each. Sewer ■ A Certificate of Sewer Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building permit application (check with land use agency for requirement). The certificate is valid for one year from the date of issuance. If a certificate is needed, allow 1-2 work days to issue, for typical. • The applicant has initially proposed individual onsite sewerage systems for each lot. If sewer service is desired by the applicant, or required by the Health Department, a Lakehaven Developer Extension (DE) Agreement will be required to construct new sanitary sever system facilities necessary for the proposed development, including extend-to-far-edge(s) in accordance with long- standing Lakehaven policy. Additional detail and/or design requirements can be obtained from Lakehaven by completing and submitting a separate application to Lakehaven for either a Developer Pre - Design Meeting or a DE Agreement. Lakehaven encourages owners/developers/applicants to apply for Lakehaven processes separately to Lakehaven, and sufficiently early in the pre-design/planning phase to avoid delays in overall project development. General ■ Lakehaven development engineering related application forms and associated standards information can be accessed at Lakehaven's web pages at www.lakehaven.org/204/dty All comments herein are valid for one year and are based on the proposal(s) submitted and Lakehaven's current regulations and policies. Any change to either the development proposal(s) or Lakehaven's regulations and policies may affect the above comments accordingly. SOUTH KING FIRE AND RESCUE (Chris Cahan, 253-946-7243, Chris.Cahan a.southkin_gGre.org) 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. He 17-101741-00-PC Doc ID: 75756 Mr. Matt Reider Page 13 of 13 June 2, 2017 4. 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. Lots 1 and 6 lack an approved fire apparatus turn around (IFC: 503). Lots are accessed off of 20th Avenue SW and the road is less than 20 feet wide (IFC 503). Automatic Fire Sprinklers An automatic fire sprinkler system shall be installed in all proposed new homes due to poor fire apparatus access JFC 903). CLOSING This letter reflects the information provided at the preapplication conference 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 elinvnate 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. Costiments in this letter are only valid for one year as per FWRC 19.40.070(4). 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/division representative noted above. Any general questions can be directed towards the key project contact (Stacey Welsh, 253-835-2634, or stscev.welsh citvoffederalwa .com}. We look forward to working with you. Sincerely, Stacey Welsh, AICP Senior Planner enc: Bulletin 003 `Master Land Use Application' c: Peter Lawrence, Plans Examiner Bulletin 001 `Process III Submittal Requirements' Kevin Peterson, Engineering Plans Reviewer Bulletin 002 `Mailing Labels' Sarady Long, Senior Transportation Planning Engineer Bulletin 010 `Short Subdivision Submittal Requirements Chris Cahan, South King Fire & Rescue' Bulletin 050 `Environmental Checklist' Brian Asbury, Lakehaven Water & Sewer District Lakehaven Utility Map Jeff Wall, 30201 18th Avenue SW, Federal Way, WA 98023 Eric LaBrie, ESM, eric.labr'se r�Jr esmcivd.com File 17-101741-00-PC Doc ID: 75756 CITY OF FEDERAL WAY DEVELOPMENT REVIEW COMMITTEE (DRC) PREAPPLICATION CONFERENCE SIGIXIN SHEET Wall Short Plat 17-101741-00-PC May 11, 2017 NAME WITH PHONE Stacey Welsh Community Development -Planning 253-835-2634 -te L). hi Av c. bv. -)as • z if be.V v ' �.-�J Stacey Welsh From: Brian Asbury <BAsbury@lakehaven.org> Sent: Thursday, May 11, 2017 2:08 PM To: Stacey Welsh; 'Eric LaBrie' Subject: Wall Short Plat -Sewer Attachments: 17-101741-00-PC-SEWER.pdf Stacey/Eric, A supplemental Sewer map, for reference only. Brian Asbury Development Engineering Supervisor x Lakehaven DE Wehsite The contents of this email may be determined to be a public record and subject to disclosure pursuant to RCW 42.56 regardless of any expectations or claims of confidentiality or privilege asserted. Lakeliaven I r ., p (b Ex- H dran N U y Q ti ar Future Low Pressure Sewer I SST W 3 6T pL 8., rr pVc SW 30611 P s" pVC d PV U (NOTE: Lakehaven Water and Sewer District neither warrants nor guarantees the accuracy of any facility information (provided. Facility locations and conditions ,are subject to field verification. WALL SHORT PLAT - Sewer 17-101741-00-PC 0 200 400 Feet 5/11/2017 BIA Stacey Welsh From: Brian Asbury <BAsbury@lakehaven.org> Sent: Thursday, May 11, 2017 2:06 PM To: Stacey Welsh Subject: Wall Short Plat (17-101741-00-PC) Attachments: 17-101741-00-PC.pdf Stacey, Lakehaven's comments below, regarding the proposed SFR short plat development on tax parcels 0121039146 & 0850500040. Let me know if you've any questions or need additional information. WATER A Certificate of Water Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building permit applications (check with land use agency for requirement). Certificate is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work days to issue for typical. If additional hydrant/s is/are required or indicated, or if any existing water distribution facilities are required to be relocated, a Lakehaven Developer Extension (DE) 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 completing & completing & submitting a separate application to Lakehaven for either a Developer Pre -Design Meeting or a Developer Extension Agreement. Lakehaven encourages owners/developers/applicants to apply for Lakehaven processes separately to Lakehaven, and sufficiently early in the pre-design/planning phase to avoid delays in overall project development. The site has two (2) existing water service connections: • Svc 10269, serving parcel 0850500040. • Svc 20150, serving parcel 0121039146. A water service connection application submitted separately to Lakehaven is required for each new service connection to the water distribution system, or any modification to an existing water service connection (e.g., larger meter/service, irrigation, abandonment of existing service(s), re -activation, etc.), in accordance with standards defined in Lakehaven's current 'Fees and Charges Resolution'. Service pressure(s) greater than 80 psi indicated, Pressure Reducing Valve(s) indicated, contact local building official for requirements &/or additional information. Proof of existing, recorded private, water easement will be required across the property, for the benefit of the portion of the building supply line for parcel 0121039013 (Svc 10280) across the subject property. This private easement shall cover off -site property along the route of the affected portion of the building supply line from the edge of public right-of-way to the adjacent property. Based on the proposal submitted, preliminary estimated Lakehaven water service connection fees/charges/deposits (2017 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" preliminary size: $4,230.00 each. Actual size TBD by Lakehaven based on UPC plumbing fixture count. Capital Facilities Charge(s)-Water: $3,476.00 per Equivalent Residential Units (ERU). Water system capacity credits are available for this property from system capacity charges previously assessed, paid directly to Lakehaven, and/or credited to the property for 4.48 ERU. Please contact Lakehaven for further detail. ROW Permit Fee (City of Federal Way): $700.00 each. SEWER A Certificate of Sewer Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building permit applications (check with land use agency for requirement). Certificate is valid for one (1) year from date of issuance. If Certificate is needed, allow 1-2 work days to issue for - typical. Applicant has initially proposed individual onsite sewerage systems for each lot. If sewer service is desired by the applicant, or required by the Health Department, a Lakehaven Developer Extension (DE) Agreement will be required to construct new sanitary sewer system facilities necessary for the proposed development, including extend-to-far-edge(s) in accordance with long-standing Lakehaven policy. Additional detail and/or design requirements can be obtained from Lakehaven by completing & submitting a separate application to Lakehaven for either a Developer Pre -Design Meeting or a Developer Extension Agreement. Lakehaven encourages owners/developers/applicants to apply for Lakehaven processes separately to Lakehaven, and sufficiently early in the pre-design/planning phase to avoid delays in overall project development. GENERAL All Lakehaven Development Engineering related application forms, and associated standards information, can be accessed at Lakehaven's Development Engineering web pages (htt www,lakehaven.or 204 Develo ment-En ineerin ). 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. Brian Asbury Development Engineering Supervisor 0_ Lakehaven DE Website The contents of this email may be determined to be a public record and subject to disclosure pursuant to RCW 42.56 regardless of any expectations or claims of confidentiality or privilege asserted. Lakehauen WATER & SEWER DISTRICT !0121039004 4 ® 30005 0121039031 30016 N � r 'doh 0121039132 12103911 30028 30033 121039119 30019 0121039035 ' 30108 G 11 r �'' • Ex. Wtr Svc 10280 .. x'' for Parcel 0121039013 0121039020 29622 012103TRCT 0121039013 30026 0121039146 30201 IJ Q� Ex. Wtr Svc 1026S �D;f 5/8"x3/4" Meter G m 0121039045 0850500030 0850500040 30301 30300 Cn 0121039122 0850500050 30218 0850500020 = 3' 30304 30305 y: a 0121039116 ...... 0850500060 30228 0850500010 a 4. 30308 30311 v 30326 (NOTE: Lakehaven Water and Sewer (District neither warrants nor guarantees the accuracy of any facility information (provided. Facility locations and conditions .are subject to field verification. 012 0391' 0121039112 01 03 113 30010 001 M 0700( 0107 301 Ex. Wtr Svc 20150 5/8"x3/4" Meter 0121039145 30225 )070 I 1 30 15 a ry 0121039144 00� 30303 = ti ao Q WALL SHORT PLAT 17-101741-00-PC 0 100 200 Feet 5/11/2017 B Lakehaven WATCR & 5EVVER DISTRICT 9 0121039124 30015 j 0121039020 29622 CO) �. 0121039031 0121039004 30016 4 .930005 Z N 012103TRCT " —n SIC 039132 01210391 30028 30033 0121039013 30026 0121039035 30108 F 1 39119 B 019 01 39076 ' 0121039146 021 30201 039121 ..,. Ex. Wtr Svc 10280 11/2" Meter Ex. Wtr Svc 10269 5/8"x3/4" Meter 0121039045 085050030301030 085 0300 40 V �0121039122 0850500050 Q 30218 0850500020 30304 30305 e 0121039116 " " U 0850500060 30228 3 30308 0850500010 CO a 0121039038 30311 a 0850500070 30326 0 21039138 30314 MOTE: Lakehaven Water and Sewer District neither warrants nor guarantees the accuracy of any facility information provided. Facility locations and conditions are subject to field verification. N. 0121039112 30010 01 13 i070 100 3010 0050700090 30107 0050700080 30117 0050700070 30201 Ex. Wtr Svc 20150 5/8"x3/4" Meter 0050700060 30205 0121039145 W 30225 0050700050 Q 30215 0050700040 a 30227 a N 0121039144 30303 0050700030 30303 WALL SHORT PLAT 17-101741-00-PC 0 100 200 Feet 5/2/2017 K i � 1 f7: TFi'•i� I r tFj -I 30 ' �= �:• T. 5rIV �LIL P �'.• ,� ti .�:._ �. �' '{!r -.-�_�i�f'�%ram IF 43 aa_ J� 7 f 3.03 r Q�rr��ui7�rff• 1 N 2. 1 1y3:R335f` .. ��•� � � 7 f 3�32•� ',� i;i'y;iti7 3;P3' 3_`.' The in}onma0on included on thIS mop has been cempfed by King County staff from a vedetyof souraea and isatbpct m dlanga without notice. King County mazes no rapresentalong orwanantlas, express or impfed, N King County is to axuracy,comphteness, fiTMIho65. or rights to lhe usa of wen t nfornelimme . This docunl Is rot inlonded br use as a survey producl. Kng County shdI not be liable for any general, tpec61, ndi rect, InoidenlaL or 7+ mnsequanfial damages 1nduding, but nd Iirrited to, lost revenues or lost profiIs resuhi ng from the use or misuse GIS CE��l�I 1 ER of the in(ormation contained on This map. Any sale of the map or in formation on this map is pro hi dted except by writen permission of King County Date: 5/1 /2017 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: 4-20-17 TO: Cole Elliott, Development Services Manager Peter Lawrence, Plans Examiner Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue Tanya Nascimento, Federal Way School District FROM: Stacey Welsh, Senior Planner, FOR DRC MTG. ON: 5-4-17 - Internal 5-11-17, 9:00 - with applicant FILE NUMBER(s): 17-101741-00-PC RELATED FILE NOS.: 16-100077-SU (Recorded BLA) 13-101765-SU (Withdrawn SPL) PROJECT NAME: WALL SHORT PLAT PROJECT ADDRESS. 30201 18 th Ave SW Parcels: 012103-9013, 012103-9146, 085050-0040 ZONING DISTRICT: RS 15.0 PROJECT DESCRIPTION: Pre -application conference for proposed 6 short plat from X parcels. 2 LAND USE PERMITS: Short Plat PROJECT CONTACT: ESM Consulting Engineers Matt Reider 33400 8th Ave SE, Suite 205 Federal Way, WA 98003 MATERIALS SUBMITTED: Master Land Use Application Letter from ESM Short Plat conceptual drawing CITY OF �. Federal Way April 20, 2017 Mr. Matt Reider ESM Consulting Engineers LLC 33400 8th Avenue South, Suite 205 Federal Way, WA 98003 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway. com Jim Ferrell, Mayor P/t'e Re: File #17-101741-00-PC; PREAPPLICATION CONFERENCE SCHEDULED Wall Short Plat, 3020118th Avenue SW, Federal Way Dear Mr. Reider: 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 a meeting with the project applicant has been scheduled as follows: 9:00 a.m. — Thursday, May 11, 2017 Hylebos Conference Room Federal Way City Hall, 2nd Floor 33325 8th 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 Stacey.welshZcityo ederalLv .com, or 253-835-2634. Sincerely, Stacey Welsh, AICP Senior Planner c: Jeff Wall, 30201 181h Avenue SW, Federal Way, WA 98023 Doc. I-D. 75746 17-101741-00-PC RECEIVED CITY of APR 17 2017 u� G Ci'u lt-C��� �1TY t7 FEf}ERA4 WAY C,U,1Y [)EVELOPMEW MASTER LAND USE APPLICATION APPLICATION NO(s) v ` 7 V` PC — Project Name Wall Short Plat DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8"' Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 Date �—/ 7 _1 Property Address/Location Generally 30201 18TH AVE SW, FEDERAL WAY, WA 98023 Parcel Number(s) 0121039013; 0121039146; 0850500040 Short subdivide approximately 6.246 acres into 6 new lots located in the Project Description Adelaide neighborhood. Access is proposed from 20th PL SW and 19th PL SW. IJUEAINE rum Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination x Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision T Subdivision Variance: Commercial/Residential Required Information RS-15 Zoning Designation sVigIe Family, Med oensy Comprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): Occupancy Type Construction Type Applicant Name: Jeffrey Wall Address: 30201 lath AVE SW City/State: Federal Way, WA Zip: 98023 Phone: Fax: Email: jeil.wall@somalacom Signature: Agent (if different oicant( Name: Matt Reider, ESM Consulting Engineers, LLC Address: 33400 ath AVE SE, Suite 205 City/State: Federal Way, WA Zip: 98003 Phone: 253-838-6113 Fax: Email: matt. reidereesmcivil.com signature: Matt Reider 1/_ Owner Name: Jeffrey Wall Address: 30201 lath AVE SW City/State: Federal Way, WA Zip: 98023 Phone: Fax: Email: jeff.wall@somatacoma.org Signature: Bulletin #003 —January 1, 2011 Page 1 of 1 k:\Handouts\Ivlaster Land Use Application S .I \'7 RECEIVED April 17, 2017 APR 17 20V Job No.1879-001-015 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Mr. Brian Davis Director, Community Development Department City of Federal Way 33325 8th Ave. South Federal Way, WA 98003 RE: Pre -Application Conference Submittal Wall Property Short Plat Dear Brian: Please accept this cover letter and accompanying information as our submittal for a Pre - Application conference with the City of Federal Way for the short subdivision of the Wall property located at 30201 181h Avenue Southwest. Recently, Federal Way approved and recorded a Boundary Line Adjustment for this property filed under BLA 16-100077-00-SU. This proposed short plat will take Parcel B of that BLA and divide it into 6 new lots. As part of this subdivision ESM is proposing to provide new access off of 19th Place SW via a private driveway serving two new lots. Parcel A and three new lots will be served by a private road extending off of a 25-foot wide easement. SITE AREA This project includes King County tax parcels 0121039146 and 0850500040, which totals approximately 6.726 acres of R-15 zoned property in northwest Federal Way. Parcel 0121039146 was recently adjusted as part of Federal Way Boundary Line Adjustment file no. 16-100077-00-SU. The newly adjusted parcel 0121039146 (Parcel B) is approximately 6,246 acres and will be subdivided into 6 new lots. Two of these new lots will be served by a 25'-wide private driveway that extends from 191h PL SW across an existing lot (Parcel 0850500040). One lot will maintain access from 18th Avenue SW via existing private driveway. The other 4 lots (1 existing, 3 new) with be served by a 25'-wide private road off of 20'h Place SW. CRITICAL AREAS The site was previously delineated as part of the BLA. A minor stream was delineated to run along the western boundary of the site generally parallel to 20th Place SW. ESM understands the City's critical areas code to implement a 50-foor buffer on minor streams. ESM Federal Way ESM Everett Avil Engir Land Planning 334008th Ave S, Ste 205 1010 SE Everett Mall Way, Ste 210 and Survey. Landscape Architecture Federal Way, WA 98003 Everett, WA 98208 253.838.6113 tel 425.297.9900 tel SD Laser Scanning GIS 800.345.5694 toll free 800.345.5694 toll free www.esmcivil.com 253.838.7104 fax 425.297.9901 fax Mr. Brian Davis April 17, 2017 Page 2 ONSI TE STRUCTURES The proposed product type for each of the new lots will be a 50' x 40' single family house with a drain field and reserve area measuring 80' by 45'. Existing structures include a single family home on Parcel B and a single family house on parcel 0850500040. ACCESS The Wall Short Plat proposes two access points to serve the 6 new lots. Two of the southern lots (lots 1 and 6) will be served by a shared 25'-wide private driveway that extends from 191h Place SW. The existing single family house on proposed lot 5 will be served by the existing driveway. Lots 2, 3, and 4 will be served by a spur off of the existing 25'-wide private road that now serves Parcel A. The private road section will be constructed to conform to section DD while the private driveway will be constructed to conform to Section CC. STORMWATER On site infiltration is proposed on each lot for the single family homes. A small stormwater facility is proposed in Tract B for the private road. PRE APPLICATION CONFERENCE SUBMITTAL The following items represent a complete pre -application conference submittal: 1. Master Land Use Application; 2. Check for application fee ($491.70); 3. Conceptual Site Plan (7 copies). We understand these materials constitute a complete submittal and ask that the City schedule our pre -application conference at your next available date. Please contact me upon receipt and review of this information to confirm the date and time. Thank you for your attention to this project and we look forward to working with the City. Very truly yours, ESM CONSULTING ENGINEERS, L.L.C. NMattder Assistant Planner Cc: Jeff Wall (w/enc) Enc: As Noted 11esm8lengrlesm-jobs11879=1 V 5Wocumentlletter-002.docx f- AF'.1 I N U Vi-iL3. DEPARTMENT OF ASSESSMENTS CITY ❑F _ CITY OF FEDf%AL WAY 1372 � Fe�,eral may �1QQ L �w �°� Examined and ap a this Sri Y ot�J-�-�--• 20�0 Examined and eppraved this ay of� D£PU.TY BLIC KS DIRECTOR Aase gar SCALE: > inch = 50 fl ���^ T- �� VISED 04--23-1'J //// 0 Ewomi �1;EL'O1MC1tT Proved day of v 20� Deputy Asson ,Gp� PORTION OF BOUNDARY LINE ADJUSTMENT %%%% Account Number N0._16-10❑077-00-5U D DIRECTOR SE 1 /4 of SE 1 /4, S. 01, T. 21 N, R. 03E, WM CITY OF FEDERAL WAY NEW PARCELDESCRIPTION KING COUNTY, WASHING I ON ORICINIk LO ESCRIP ION: �A OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT N0. 16-100077-00-SU MORE PARTICULARLY DESCRIBED AS PARCEL A: FOLLOWS: PER STATUTORY WARRANTY DEED RECORDED UNDER AFN THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 1, TOWNSHIP 21 NORTH, RANGE 3 KING COUNTY HEALTH ��EPAR EN ( EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: ����qq 9904302856, RECORDS OF KING COUNTY, WASHINGTON.) BEGINNING AT A POINT ON THE EAST MARGIN OF COUNTY ROAD 555 FEET NORTH OF THE SOUTH LINE OF SAID ExJr and thisL-dey of�. 2011( SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER; THAT PORTION OF THE SOUTHEAST QUARTER OF THE THENCE NORTH 89'34'35" EAST, PARALLEL TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST SOUTHEAST QUARTER OF SECTION 1. TOWNSHIP 21 QUARTER, TO INTERSECT A LINE DRAWN PARALLEL TO AND 229.56 FEET EAST OF THE WEST LINE OF SAID SOUTHEAST NORTH, RANGE 3 EAST, WILLAMETTE MERIDIAN, KING QUARTER OF THE SOUTHEAST QUARTER; COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; THENCE NORTH 0908'24" WEST ALONG SAID PARALLEL LINE, TO INTERSECT A LINE DRAWN PARALLEL TO AND 571.33 FEET BEGINNING AT A POINT ON THE EAST MARGIN OF NORTH OF THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER; AUTHOR17ATION COUNTY ROAD 555 FEET NORTH OF THE SOUTH LINE OF THENCE NORTH 89-34'35" EAST, PARALLEL TO SAID SOUTH LINE 361.22 FEET; SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 00'08'24" WEST, PARALLEL TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER, THIS BOUNDARY LINE ADJUSTMENT IS MADE OATH THE THENCE EAST PARALLEL TO THE SOUTH LINE OF SAID 357.70 FEET AND THE TRUE POINT OF BEGINNING; FREE CONSENT AND IN ACCQROANCE WITH THE DESIRES SOUTHEAST. QUARTER OF THE SOUTHEAST QUARTER, TO THENCE CONTINUING NORTH 00'08'24" WEST, PARALLEL TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE OF THE OWNERS OF THE AFFECTED PROPERTIES. INTERSECT A LINE DRAWN PARALLEL TO AND 229.56 SOUTHEAST QUARTER, 206.17 FEET; FEET EAST OF THE WEST LINE OF SAJD SOUTHEAST THENCE PARALLEL TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER, SOUTH 89'34'45" QUARTER OF THE SOUTHEAST QUARTER; WEST, 229.96 FEET TO THE BEGINNING OF A NON -TANGENT CURVE FROM WHICH THE RADIUS POtNT BEARS NORTH THENCE NORTH ALONG SAID PARALLEL UNE, TO 83'47'24" WEST, 607.6� FEET; THENCE SOUTHERLY ALONG SAID CURVE AN ARC DISTANCE OF 215.97 FEET THROUGH A INTERSECT A LINE DRAWN PARALLEL TO AND 571.33 FEET NORTH OF THE SOUTH LINE OF SAID SOUTHEAST CENTRAL ANGLE OF 20'21'46"; QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 89'40'49" EAST, 291.09 FEET TO THE POINT OF BEGINNING. THENCE EAST, PARALLEL TO SAID SOUTH LINE 381.2 CONTAINING 1.200 ACRES, MORE OR LESS. FEET SITUATE IN THE CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. THENCE NORTH, PARALLEL TO THE WEST LINE OF SAID t5 ^ SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER, PAR OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 16-100077-00-SU MORE PARTICULARLY DESCRIBED 4JEFFR Date 593.87 FEET' AS FOLLOWS: THENCE WEST AND PARALLEL TO THE.SOUTH LINE OF LOT 4, KING COUNTY SHORT PLAT NUMBER 1277151, RECORDED UNDER RECORDING NUMBER 7910020898, BEING A PORTION SAI❑ SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 1, TOWNSHIP 21 NORTH, RANGE 3 EAST, WILLAMETTE Date TO THE INTERSECTION OF THE SOUTHERLY MARGIN OF MERIDIAN, IN KING, COUNTY, WASHINGTON. COUNTY ROAD; TOGETHER WITH AN EASEMENT OF INGRESS, EGRESS, AND UTILITIES OVER AND ACROSS TRACT "X" OF SAID SHORT PLAT NO. THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN TO TOGETHE POINT OF BEGINNING; 1277151. Name Date EXCEPT THE NORTH 30 FEET THEREOF; TOGETHER WITH THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF AND EXCEPT ANY PORTION THEREOF LYING WITHIN SECTION 1, TOWNSHIP 21 NORTH, RANGE 3 EAST, WILLAMETTE MERIDIAN. KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COUNTY ROAD SURVEY NO. 980 (J.M. ERCHINGER ROAD) BEGINNING AT A POINT ON THE EAST MARGIN OF COUNTY ROAD 555 FEET NORTH OF THE SOUTH LINE OF SAID Name Date AND EXCEPT ANY PORTION THEREOF LYING WITHIN SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER; PRESENTLY RELOCATED THENCE EAST PARALLEL TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER, TO INTERSECT A 21ST AVENUE SOUTHWEST. LINE DRAWN PARALLEL TO AND 229.56 FEET EAST OF THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST State of Washington ) ss. QUARTER; County of F/1L1 PARCEL B: -�-�-I-�- LOT 4, KING COUNTY SHORT PLAT NUMBER 1277151+ THENCE NORTH ALONG SAID PARALLEL LINE, TO INTERSECT A LINE DRAWN PARALLEL TO AND 571.33 FEET NORTH OF THE I certify that I know or have satisfactory evidence that RECORDED UNDER RECORDING NUMBER 7910020898, SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER; BEING A PORTION OF THE SOUTHEAST QUARTER OF THE THENCE FAST, PARALLEL TO SAID SOUTH LINE 381.2 FEET signed thL4 instrument and acknowledged it to be (his/her) free and SOUTHEAST QUARTER OF SECTION 1, TOWNSHIP 21 THENCE NORTH, PARALLEL TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER, 593.87 FEET; velun uses and purposes mentioned in the instrument. NORTH, RANGE 3 EAST, WILLAMETTE MERIDIAN, IN KING, THENCE WEST AND PARALLEL TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER TO THE COUNTY. WASHINGTON- INTERSECTION OF THE SOUTHERLY MARGIN OF COUNTY ROAD; i TOGETHER WITH AN EASEMENT OF INGRESS, EGRESS, THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN TO POINT OF BEGINNING; > AND UTILITIES OVER AND ACROSS TRACT "X" OF SAID EXCEPT THE NORTH 30 FEET THEREOF; 980 (J_M. ERCWINGER ROAD); SHORT PLAT NO. 1277151. AND EXCEPT ANY PORTION THEREOF LYING WITHIN COUNTY ROAD SURVEY NO 3E signature of AND EXCEPT ANY PORTION THEREOF LYING WITHIN PRESENTLY RELOCATED 21ST AVENUE SOUTHWEST; a a o Notary Public AND EXCEPT THE FOLLOWING DESCRIBED PARCEL: Printed na o }t THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 1, TOWNSHIP 21 NORTH, RANGE 3 �• sQ Dated t EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: My appointment expires ,�{ 34, Zo 1 BEGINNING AT A POINT ON THE EAST MARGIN OF COUNTY ROAD 555 FEET NORTH OF THE SOUTH LINE OF SAID 77 z SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER; State of Washington )) THENCE NORTH 89'34'35" EAST, PARALLEL TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST County orI -) ss QUARTER, TO INTERSECT A LINE DRAWN PARALLEL TO AND 229.56 FEET EAST OF THEWEST LINE OF SAID SOUTHEAST reert� lLot know or have satisfactory evidence that QUARTER OF THE 50UTHEAW QUARTER; THENCE NORTH 00'08'24" NEST ALONG SAID PARALLEL LINE, TO INTERSECT A LINE DRAWN PARALLEL TO AND 571.33 Mz FEET NORTH OF THE SOUTH LINE OF SAID SOUTHEAST' QUARTER OF THE SOUTHEAST QUARTER: signed this Instrument and acknowledged it to be (his/her) free and C SITE voluntary act for the uses and purposes mentioned in the instrument. ZE M THENCE NORTH 89'34'35" EAST, PARALLEL TO SAID SOUTH LINE 381.22 FEET I THENCE NORTH 00'08'24" WEST, PARALLEL TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER, 357.70 FEET AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 00'08'24" WEST, PARALLEL TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER, 206.17 FEET; 0 Signature of < IT THENCE PARALLEL TO THE SOUTH LINE OF $Alp SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER, SOUTH 8E'34'45" 0m Notary Public m WESTCf), 229.96 FEET TO THE BEGINNING OF A NON -TANGENT CURVE FROM WHICH THE RADIUS POINT BEARS NORTH LLJ 0'" Printed name a $3'47�24" WEST. 607.60 FEET; THENCE SOUTHERLY ALONG SAID CURVE AN ARC DISTANCE OF 215.97 FEET THROUGH A 0� Dated CENTRAL ANGLE OF 20'21'46"; 01) My appointment expires SW 304TH THENCE NORTH 89'40'49" EAST, 291.09 FEET TO THE POINT OF BEGINNING. \ ST CONTAINING 6.246 ACRES, MORE OR LESS. �g VICINITY MAP SITUATE IN THE CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. O 1 "=500' o e}_ RECORD OF SURVEY RECORDER'S CERTIFICATE LAND SURVEYOR'S CERTIFICATE �i3�� �� p �r FOR I This Boundary Line Adjustment correct) re resents a sure ��w-, k�4 'r JEFFREY WALL o N3am filed for record this.0� -_._dC a. l2DTfi._.nt...... 0 J Y P Y c o �2p made by me or under my direction in conformance with the in book. Vlf.of5,46K t Pogo......... at the request of requirements ° the appropriate state and city statute and MTN COAST. WN y DATE JOB NO. tin.Trj yo t �{, D� ordinance in 01,, 20.i.(G PROFESSIONAL LAND SURVEYORS a� 278 B gEp 3/11/2016 13-095 ...f....�-.._..' S 15 SE r',/•- 06 FAIRVIEW ST •`,r�'hF°+trs:u�LL�' CHKD BY SCALE SHEET . T y+%............ OLYMPIA, WA °1rtl. f .............. . -••.. n..Ll...r CITY or , L Fc A leral Way . SCALE: 1 inch = 50 It. REVISED 06-26-01 0 BOUNDARY LINE ADJUSTMENT NO. 16-100077-00=SU- CITY OF FEDERAL WAY KING COUNTY, WASHINGTON ±l D-018'49'02" L=156.73 R=507.687� STREAr6 �DGES 10. *CAP UND 1/2�� REBAR AND I PORTION OF LS 40016 �• r SE 1 /4 of SE 1 /4, S. 01, T. 21 N, R. 0H, MA 89'34'45'E • N89 34'45"E911001 j 229.96 FOUND 1/2' REBAR A.D BASIS OF BEARINGS CAP LS 40O1s ' J i R1 r � Al 1 - - 2Qg.. � RECORD OF SURVEY AS RECORDED UNDER AUDITORS FILE NUMBER 20050823900021, RECORDS OF KING COUNTY, WASHINGTON. PARCEL A r/" - b 2` REFERENCE SURVEYS +„ os ~ 2 ' 15 - 1. RECORD OF SURVEY AS FILED f ! � UNDER AUDITORS FILE NUMBER 20050823900021, RECORDS OF KING `r / FOUND 2" IRON PIPE S DRAIN FIELD �� COUNTY, WASHINGTON. rjpp' / ! 2. BLAESL WOOD ACCORDING TO THE 'r I / PLAT THEREOF, RECORDED UNDER 100, "0e sTREau ' / , '� ! - 216.72• ' a suFFFR ENE 1 / •`�! - -.� AUDITORS FILE NUMBER 751118.9, ! ! ry• 1 1 5$9'34'45'1N /� RECORDS OF KING COUNTY, 1 11 ff 100 ! rvv ! + \ HOUSE - - f /! / WASHINGTON. AMENDED I DE FORESTESTAT S, ACCORDING TO THE l 1 bg' ! / � to I—, f PLAT THEREOF, RECORDED UNDER cm / 4 1 PAYED! / !� } r VOLUME 167 OF PLATS, PAGES 69-71 , ROADWAY ! / 1• ' / sQ' RIGHT OF v+Ar' f / o ! RECORDS OF KING COUNTY, N$3, .. •E8! / �! +/ 46 .-� r �^ �� ! na WASHINGTON_ 172.93 r - s LOT 4 KC 5P 4. KING COUNTY SHORT PLAT !r' r ! w INE NSgzD•49'E '1. 1277151, RECORDED 2ND, 1979 \ & / f � REBAR AND CAP SET IS 2' �— 1277151 / o RECDORDSEOFRDING KING COUNTY70020898, WEST OF WEST FACE OF . • h 38" HEMLOCK. Y - r r f / WASHINGTON. �Ng�g942 E SURVEY NOTES 1_ INSTRUMENT USED: SOKKIA SRX 3 10, WIDE � / - _ 2 (� / � � -255- � f TOTAL STATION. CRAVE} ROAD - - - z f // 1 ! . THIS SURVEY MEETS OR EXCEEDS _ - 260• - f THE STANDARDS OF WAC PARCEL B a{ / // " 1 332-130-090 ' • - /,� r -1 - - 1 - ` r f f/ l / - ` 3. SURVEY COMPLETED 12/15/2015 N49'51 12"£ / % 1 r - - / % r I r4� w 4. ALL MONUMENTS SHOWN AS fjAJ (2.5� "t - r a ,h FOUND VISITED 12/2015. ,rile 5. SEE PAGE 1 OF 2 FOR LEGAL ' ' wry' •`L�`b % r // /r/ f c�N o,/_ ' r 1 No DESCRIPTIONS AND SIGNATURES. 6_ TIES TO SOUTH LINE OF SECTION /le � � f/ PER REFERENCE SURVEY NO. 1. 20' 'WIDE 'EASEMENT FOR INGRESS. % r 1 f ' • r EGRESS Iwo UTILITIES BENEFITING r .�--~cRa UT:NDEAvD' WIDE r /r I SITE INFORMATION -PARCEL A, RECORDING >TO ' %% / NO 2nli nyog y - ` / - r ;y / PARCEL A TAX LOTNO.:012103-9013 Ci % // ,n/ ALSO AND EXISTING ENT FOR ! � r � � / � � / / PARCEL B TAX LOT NO.:012103-9146 ' 1 S �. )PUGET SOUND ENERGY OVER EXISTfNG Q/ / r �' 1 FACILITIES AND DISTRIBUTION ONES. / rr . ' I I I % �� f f � ` J . r f n�PARCEL A ORIGINAL 5.584 ACRES 34 aoevaa571. I t ' ! HOUSE / r y PARCEL A NEW 1.200 ACRES PARCEL B ORIGINAL 1.862 ACRES PARCEL B NEW 6.246 ACRES 1 / � r /� bf • I / � f r r � -� � ! I v � -�`� PARCEL A 30026 20TH PLACE SW FEDERAL WAY, WA 98023 ' 30' 4i r J r - / 215.91 / PARCEL B 30201 18TH AVE SW 3p• /f !f ;1� r �11 �� FEDERAL WAY, WA 98023 1 D=003'27'49` / ! y0 II , t! I / 5S9'34'45" W L */ 8.5' / 1 100' WIDE STREAM ' ,� L=55.94 / LEGEND UFFER LINE /I R=925.3T ' !/! f!/ N 1 FOUND 1/2' RESAR AND r I rc CAP LS 10705 I r SET REBAR AND CAP b ` MARKED "LS / ! zoo"08 381.22-_N FOUND 1/2' RL13AR AND 29278" ggg 34 4g~yjCAP LS 40016 IN N-S-W O FOUND MARKER AS 100' 157.32, 4 FI 1 ,�}FENCE LINE, FEENCE TURNS i NOTED w 2 ' 1.I• E115T @.Z' N OF FENCE CD 589-34'45'1v I 16.33 INTERSECPON. NORTH LINE of SOUTH 555' OF THE 7 ACCESS AND UTILITY � 100' NORTH UNE OF SOUTH 571,33' OF 810.78' FAST OF WEST uNE EASEMENT PER KING ' i J SSE 5/4 OF THE 5E 1./4, SEC 0] THE SE 1/4 QF THE SE 1/4. SEC 01 I Of THE SE 1/4 OF THE SE I COUNTY SHORT PLAT J + r I 1/4 . SEC Ol O 1277151 > RECORDER'S CERTIFICATE .................... filed for record this ...... .-...day of ...... :..,20....... at ....... M in book .......... of ........ at page......... at the request of ...1....................I .............._............. ...... ............ j N83'47I't"W LAND SURVEYOR'S CERTIFICATE �� I This Boundary Line Adjustment correctly represents a survey made by me or under my direction in conformance with the r x"" requirements of the apprAApriate state city statute and INTN COAST, ordinance in !1%iRW 26Z.- PROFESSIONAL LAND SURVEYORS 1506 FAIRVIEW STSE -`� OLYMPIA, WA RECORD OF SURVEY I FOR JEFFREY WALL OWN. BY DATE JOB NO. 9278 r is BEP 3/11/2016 13-095 CHKD. BY SCALE SHEET lII1111 CULVERT IE 20"I. . 15.31 1Q�1 1 CULVERT IE 20'RCP=180.23 M 2 CULVERT IE 12"RCP=186.56 _ f/ 1 + 'S r r�� �� _� ~� �� S6844'59"E C r+ 0 - ' 1� 11f±1 I1 _ CULVERT IE 12'RCP=1 BB.27 I fJ/l IV rf lr I l ; I f F ' l �,I I�yto ht}}y1 k� i r i r i y !: f o Irl !I�{Ll O 40 60 U-OLB 166.7 I III I _ �rT`1I .f I+. � � I+ I:r ! IROW M 0 r J JJ! r! SEPTIC DRAIN FIELD o SCALE S'=40' R=507.68 //� I I{ P4 DEEDS f r! V J r J '� V8.55, 1 1 ! J f J }fir J J/J r 11 NOT CURB J J ! / II +/% / SEPTIC TANK (TYP) 60.00 ROW PER ROS AFN 20050823900021' r Itl!!1 / ! 1'�';�1�' r J� f r rJJ1 to I I 'I m } �] / I ! J A / r J r/ ! fr.frl1 _ _ r -_ + /' r r o 1 �f 1 1 I -1/J dr �r-�Illlllllt ii/r f! J el l ^- -- _ r.� �rl�Jl��/1�'I/ r,Jlr+f. 11111 . - rllii� __ /rII rr I r r r ryti� IrJ _ ,Ir,1 llf%t ��` / 11//fl If rl 1 I r l 11 ��----�■ ��r/r -ram �I �f�1!''/r 1I �// - - ��� f 21652� Jirl r rllll 11 CULVERT IE 12"RCP UNABLE TO VERIFY // STREAM CULVERT IE 12"RCP=210.34 CULVERT IE 12"RCP=212.66 _71- ROW PER OCD f V855, P495 DEEDS odd i r �I / � I / r/ 12"CMPCULVERT 230.19/ ! / /I .�3... ' CULVERT IE? 1 12"CMP-230.41 0 1 U ' rr R r r 3• r 1 � - cul �• I I �12"I / J 1 i20-� IrrArllrrr_ - I r III ` f'r I f OUSEc ✓-i2'10�r i_•' __ - ---'r= �--.- �� �%=':%,'/' frll lI'I r/J 50' MINOR ! PARCEL A .'--- lrrSTREAM BUFFER rr �_= fr/jJ/fJ€jlr.y,° r BLA 16-100077-00-SU g�■-��.' i�il - ���■r�rltr J% I r r=Ii/! JJ// r ,�.� 40' ' .►� .r/ /F o' /� - . J1~ =-rf�J JJ rr�- Cf �r J /JrJr�� = r ell 'I/,/�I'LJ f�f-.■ �rIJ rir ! ._ 1n r ■-. r jf/ / / ! % J IJ�flii 172.93 "� _r■ rr / ! I 1 1 rJ J" J Ir I JI Jr rrl I 1 1 J /I�'�� /Ir/,J f JJ,t /,f err �� -�� r■r G - r r rr - r.J rrrr■rfJ/y�� `219` N44'09.58'E,t IJ99.p6 /f r r- ■_■ _� - Ir rrr ■ �r �.%■//JIf J J /• � J / / / r- ►-��- - •f+�� _gS� I r l ` r�r�r�■ii■� ■ J/J /ir % r JllojJ% WEL k _Y ®r�� ='�f' r::;r i r=✓:.r/ r ■ B A 16- 0 7- SU - l } r frrf i�F>• do r / �' rrrr:■ / r- r r .�� J - I l��ljr jr� r/!J■Gyiyr �'� ! / � r��r � r= r/ r r Yr � �_ r/i�fi/'.. .•../r�f+ r I -" rir �•s,�-�• } + % - . r• r r'r ■ . ��1 -- ^ �1 v I./Ir I1 % •.may}-.' . •- !/ ¢rir n i 1 rr �rlrir _ - �^ � r%i' / r /irk!/ ■r. �.-2 1 1 Il`Jrr/rrir r - - = :rr I/�Jrw /: r /r rrrr %/! r r r rr. rr f �.. € _= ' !-. r� �i:a `�.r i rl �r . J-;� _ -�=.[F .- ajr rr �/ !■ v f it , Z� �. �$r rr l20' 1ra0 /EAGRf-SS r ±'r■/ r ��� - _ _._. ■ r-■ / Ior AND LRIi SASEMENi fr ■ rl■! _ _ _ \ i2+4! -_ ��i_� liFf� ff ! err / /� rrr r■ rrrr/r �■ r/ _ GRA(IEL ROAD ! r rr/ r-.?2 r. r / l r J r! r r rr /� r r rr fr �i / r r rr ■ r _rrirr rrrr �Jrr / rr r.F- _ ����-.,�Jr' /l�r✓rrrlrrr��t fr / r rrrr /J� /_ ■ r �/ % Jtl r ■r� �� _=rr r �r rrr! rrrrr r � / . � r ,f r ter/ JT % r r �� lr f!f fr - • Jiri%✓✓` rrf SJ!� }� r r rrr■. r- r 50' MINOR�F.I-=.e. /lr r rirr� / /rrfr/ /r rrrJq rJr J�ftJ ►/r _ fi STREAM BUFFER r 'SURVEY NOT5 ULVIE Jl,f�/■rr//!rrr�r�r'�-r.�rr�' :rrrI 'I1 Ir � rI YIr"!Zr� -~�'- 1ZrOf /I J 224.8d-1&'Rr .ff p J ■ r■ .�of EXISTING I E%ISRNC •F . .f; Jr- r ! I HOUSEc r/-r . J J / f t r = ----�'.-. �/ r/ ! I I 5 rrr CULVE €E + r r/ ! ! / rr r . . r J / r / / rK r r .r / J r 1 + • f J/r' ! r, / r / r Jr ,--. �18R,CP-�226.9 J rrrr J fJ , ,rlJrrr rr/■r lrl r _.r - r��� rf ~ - /// r� % Jrr f I f +/-8.5• . ! r !•■ J 1' \ /rff jr j /Jfr_�■� r-- - �` l--r �� -■ r�c % !r 'I� I - rr ��If/rri /' .'T I I , /!! �`} rf JrAiII, rr rr �I I / / I •1 1 rr y rr /`_ r X r215.9ir - r i llrr r r J .55.9 // /� r / r I I %r .( l 1 .' 1 JrI- r r / - r -� fr J s r J r-r - #•� lop •925 37 / r J /' J r r t f J / i I- ri r J Y✓ r ■ J / rrr, /f J r ! J / I l r ■ „sue - 1 r rrl r f /' 1/ J 'f / r / r �o r _-try ■--rt/�i •r. r J / % t rf/,r /,Jr ?? rr` r'�r , Jr ! �4 ! .. I-- rl "ReA f f �o �rrf ry f r J JJr:�J do I r / f r 11 %rir r r J 1= -! IE r / fr %rJ /J 23T.14 rrrrIf ! /do �r't�1' r�irrr 1/ � r r -I •CULVERT I£ - N88'44'59 501'31'52'VJr- 16.33 �► ��� I 12"RCP=231-67 r ' }r 1 i�■} k� CULVERT IE LOT 3, I 12"RCP=231.31 IL _T i RAINING WALL j / 3 i I CULVERT IE 12"RCP=232.70 CONCRETE BLOCK 1 0 (� . � ? � r' S CULVERT tE --- 111 l n, I ZS ghL�w0�5�"RCP�2fi9.31 - /0. x - 5 ' CULVERT IE N r oFr•Dd` w 12-RCP-28B.�7 I �� j • ,�(�S BLAESIWOOD PLAT 5' POWER 1 I EASEMENT I19TH II I Il PL SW 1p / rrw.� r r�r r - fiJ,rfr I II ! / 1 I, 1 1 I�I PAnO LOT 4 r 10' DRAINAGE r EASEMENT 4N I 1 L - TI 9' BUILDING POWER rr SET BACK LINE EASEMENT rrll AFN7906060682 aG I` S - =fir:- LOT SHORT PLAT 1277151 = ■- APROX LOCATION AFN7910020898 I pQ OF SEPTIC TANK I ! r-i r DATE CULVERT IE nn �J, c 'fL- w 2 62017 12'RCP=270.33 I - - 111 LOT 5 1' a 41Y 1.7-5112 DRAWN CULVERT IE SFP 12"RCP=271.55 D1ECII 11EP SURVEY NOTES 1. INSTRUMENT USED: SOKKIA SRX 3 TOTAL STATION AND TOPCON GR5 GPS_ 2. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS OF WAG 332-130-090. 3. SURVEY COMPLETED 2/1/2017. 4. INDIVIDUAL TREES NOT MAPPED. 5. WETLAND ORDINARY HIGH WATER MARK(OHWM) SHOWN AS DELINEATED BY MARK HECKERT WITH BEAVER CREEK ENVIRONMENTAL SERVICES. ACCORDING TO MR. HECKERT THE OHWM DELINEATES A MINOR STREAM CLASSIFICATION WITH 50' BUFFER. HATCHING GRAVEL ASPHALT CONCRETE a LEGEND [SURFACE FEATURES] 0 ALUMINUM CAP DECIDUOUSTREE � BRASS CAP CONIFER TREE SS HUBANDTACK . TREE a IRON PIPE 'MAPLE DOUGLeS-FIR TREE a MONUMENT IN CASE ♦ PK NAIL ❑ REBAR AND CAP SEPTIC DRAIN FIELD ADELAIDE FOREST ESTATES r POWER EASEMENT - 37.00 30.00 INGRESS EGRESS AND UTILITIES UTILITY NOTE UTILITIES SHOWN HEREON ARE FROM MAPPING VISIBLE SURFACE APPURTENANCES, REFERRING TO AS -BUILT RECORDS AND MAPPING UTILITY PAINT MARKS FROM A UTILITY LOCATING SERVICE. BURIED UTILITIES ARE ONLY SHOWN AS APPROXIMATE AND SHOULD BE VERIFIED BEFORE CONSTRUCTION. DATUM HORIZONTAL - CITY OF FEDERAL WAY. BASED ON GPS TIES TO MONUMENT FW154. VERTICAL - NGVD-29 BASED ON GPS TIES TO FW154 MONUMENT ELEVATION = 236.5. LINE TYPES WOOD FENCE - CHAIN UNK FENCE WIRE FENCE TOE GROUNDTOE TOP- GROUNDTOP GROUND BREAK -D D D- STORM LINE SANRRY SEWER LINE BURIEDTELEPHONE --p F�-P- BURIEDPOWER _OP__ --OP OVERHEAD POWER _w- WATERLINE NATURAL GAS LINE -T T T- BURIED CABLE TV LINE DITCH LINE - - MAIORCONTOUR _ - MINOR CONTOUR .-- ORDINARY HIGH WATER MARK LEGEND (UTILITIES) D CABLE MARKER POST ® CABLE RISER/ PEDESTAL B SS CLEANOUT CABLE VAULT/MANHOLE SS MANHOLE MARKER RPOST --< CULVERT .O SEPTICTANK M-0 LUMINAIRE WITH ARM r� STORM CATCH BASIN STORM MANHOLE # LUMINAIRE # LANDSCAPE/YARD LIGHT ` J 0 STORM CLEANOUT ® STORM ROOF DRAIN D NATURAL GAS MARKER POST STORM YARD DRAIN 11 STORM MARKER POST ® NATURAL GAS METER ® PROPANETANK ® TELEPHONE CABINET ® NATURALGASVALVE M TELEPHONE JUNCTION BOX ® POWER CONDUIT J. CD TELEPHONE RISER M, TELEPHONE MARKER POST GUY ANCHOR d-GUY POLE . TELEPHONE POLE ® POWER JUNCTION BOX (D TELEPHONE VAULT/MANHOLE 8 POWER MARKER POST 01 POWER METER -0. POWER POLE B WATER BLOW OFF PPwnm DROP UNE A FIRE DEPARTMENT CONNECTION PP WITH DROP AND LIGHT PP WITH DROP, UGHTAND TRANSFORMER R HOSE BIB ® IRRIGATION CONTROL VALVE 0-4 PP WITH DROP AND TRANSFORMER 0 WATER MARKER POST PP WITH UGHTAND TRANSFORMER 83 WATER METER ® WATER POST INDICATOR VALVE PIP WITH LIGHT ~� PP WITH TRANSFORMER * SPRINKLER HEAD ® POWER TRANSFORMER Pa WATERVALVE POWER VAULT/MANHOLE 17 WATER ANT ANH © VALLT/MFIRE O WATER VAULT/MANHOLE SITE DATA ADRESS:30201 18TH AVE SW 98023 PARCEL NO.:0121039146 ACRES: 6.246 LOT 4 RECEIVED ADDRESS 303DO 19TH PL SW 98023 APR 17 2017 PARCEL NO.: 0850500040 ACRES: 0.48 GV OF FEDERAL WAY COMMU NriY DEV E? OT'ME NI PROJECT NAME: SHEET NAME: WALL SHORT PLAT TOPOGRAPHIC MAPPING sv-1 1506 FAIRVIEW ST SE CLIENT NAME: OLYMPIA, WA 98501 JEFFREY WALL 360.239.1497 SHEET NO. 1 OF 1