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20-100968Stacev Welsh From: Tina Piety Sent: Friday, April 24, 2020 11:50 AM To: 'dbalmelli@barghausen.com' Cc: 'gclosson@pape.com';'bartdickson@cobaltdevelopmentllc.com'; Brian Asbury; Sean Nichols; Ann Dower, Sarady Long; Stacey Welsh Subject: Pape Kenworth Northwest Attachments: Pape Kenworth Northwest.pdf, LAI Pape Buffer Avg Peer Review tm - 04-15-20.pdf, 129 Resubmittal Information.pdf Hello, Attached you will find a technical comments letter (and enclosures) regarding the Pape Kenworth Northwest project. Please contact Principal Planner Stacey Welsh at 253-835-2634, or Brace r.Nvelsh cirvoffederal,,va .coji), if you have any comments and/or questions regarding this letter. Regards, CITY OF Federal Way April 24, 2020 Nlr. Dan Balmelli Barghausen Consulting Engineers, LLC 18215 721d Avenue South Kent, WA 98032 dhalMt. 11lrtL611 lt�u.en.cnrn 33325 8th Avenue South Federal Way, WA 98003-6325 253-835-7000 www.cityoffederalway.com Jim Ferrell, Mayor Re: Files #20-100968-AD; TECHNICAL REVIEW COMMENTS Pape Kenworth Northwest, NE Comer I-5 and South 320th Street, Federal Way Dear Mr. Balmelli: City departments/divisions have the following comments in response to your March 6, 2020, submittal. As the parcels are currently within unincorporated King County, the submittal was reviewed in accordance with an executed January 15, 2020, Memorandum of Understanding between Pape Properties and the City of Federal Way. An annexation application is in process. The submittal was reviewed as if the property was in Federal Way and zoned Community Business (BC). These technical comments are for informational purposes only, as land use applications cannot be formally accepted until the property is annexed. Some comments provided herein are required and some are informative, while others may be applicable during future steps of the project. Questions regarding technical review comments should be addressed to the referenced staff representative. Community Development — Planning Division Stacey Welsh, (253) 835-2634, stacey.%imisCcinroffederain2y.con3 1. General— Technical comments made about an item on one sheet or in a document may necessitate changes to other related sheets and documents. It is the applicant's responsibility to determine any such necessary adjustments. Please ensure consistent information is communicated throughout the plan set and associated application materials. Use Process III 2. Master Land Use Application —Please address the following comments: a. The list of parcels has the parcel ending in -9028 listed as -9208. b. Under the Project Description, please describe the proposal in further detail, including the size, height, and number of buildings proposed, number of parking spaces, and include other site improvement details, utility extensions, and frontage improvements. 3. Plan Set —Please address the following comments: Mr. Dan Balmelli Page 2 of 13 April 24, 2020 a. On the site plan and civil sheets, show the geologically hazardous area and buffer in accordance with the geotechnical report (see page 14) and the critical areas setback per Federal Way Revised Code (FWRC) 19.145.160. b. On the civil and landscaping sheets: i. Remove the building permit number for the Tilt project from the plan sets. ii. The area of wetland buffer reduction is 972 square feet, not 378 square feet; correct in multiple locations. c. On Sheet SP-1: i. Under the Project Phasing note, it discusses an "early grading and temporary erosion control permit"; however, there is no such application at the city. ii Parking stall calculations need to be rounded upwards in accordance with FWRC 19.130.040; adjust the site plan accordingly if needed. in. Pedestrian connections between the parking stalls on the east and west sides of the site and Building A should be installed for functionality and safety purposes. The pathways should comply with FWRC 19.115.050(4)(a) and (4)(b). iv. Regarding retaining walls see FWRC 19.120.120 and address the following: 1. Label the heights of the retaining walls on the site plan. 2. Provide a retaining wall detail in the submittal. 3. Compliance with FWRC 19.120.120 needs to be demonstrated; including heLoht, architectural details, landscaping, etc. In addition, coordinate any necessary details on the civil and landscape plan sets. 4. Retaining walls are limited to six feet in height. The process for a modification request to that standard is detailed in FWRC 19.120.050. The modification request should accompany the project submittal. Staff will be looking for explanations from your civil and geotechnical engineers on this matter. d. On the civil sheets: i. On Sheet C4, update the construction sequence to remove the reference to the stream and restoration and enhancement activities, as there is no stream on site and restoration and enhancement activities are not proposed as part of this project. ii. On Sheet C5, the wetland buffer addition area needs to be fenced off like the rest of the wetland buffer. Clarify what type of fencing is proposed at the wetland buffer edge. iii. Provide a minimum of two cross sections of the site, drawn to scale, depicting the existing and proposed grade and any proposed rockeries and/or retaining walls in accordance with the Use Process III Submittal Requirements checklist. e. On the landscaping sheets: i. No landscaping is shown along the southern property line along 320'h, where five feet of Type III is required per FWRC 19.125.060(6)(a). ii. Fifteen feet of Type I landscaping is required along 32na. If trees are not allowed within the BPA easement, what is being done to meet or exceed the requirement, such as a wider buffer, increased 20-100968--9D Doc ID 80317 Mr. Dan Balmelli Page 3 of 13 April 24, 2020 use of shrubs, etc.? Due to the landscaping limitations imposed by the BPA easement, a landscaping modification needs to be requested in accordance with FWRC 19.125.100. iii. Ensure parking lot landscaping islands are six feet in width as required by FWRC 19.125.070(3). IV. Sheet L-2 shows existing vegetation to be retained, which does not seem possible in areas where retaining walls are going to be installed, and in areas within the clearing limits shown on the civil plans, please clarify. v. On Sheet L-3: 1. Update the parking lot landscaping summary to be consistent with the number of parking spaces proposed on the site plan. 2. For the cumulative total area of parking lot landscaping, the maximum amount of area that can be counted per island is 305 square feet per FWRC 19.125.070(3). It is ok to have islands larger in size than 305 square feet; however, only 305 square feet of any one island can count towards the cumulative total area of parking lot landscaping. 4. Elevations— Please address the following comment: a. Note the height of the south elevation main entrance, which appears to be taller than the rest of the building. 5. Design Guidelines— Please address the following comments: a. The CPTED checklist was reviewed by Lindsey Sperry, Crime Prevention Analyst for the Federal Way Police Department, and she does not have any concerns at this time. b. Regarding the submitted design narrative: I. The narrative describes installation of fencing between six to eight feet in height. Fences over six feet in height are not permittedwithin the 20-foot front yard setback per FWRC 19.125.160(5). Provide a fence and gate detail so that compliance with FWRC 19.115.090(1)(f) and FWRC 19.125.120-140 and 160 can be verified. ii. On page 3 of the narrative, clarify content provided in Items (g) and (5) as landscaping is not proposed on the west and south sides of the site. Existing vegetation will be retained to the west. While not shown on the plans, landscaping is required on the south side. c. Regarding facade modulation and screening options pursuant to FWRC 19.115.060(2), please review and address comments (i-iv) below. Given the intended function of the buildings. meeting FWRC 19.115.060(2) presents challenges. Options include providing a visual analysis that demonstrates that certain facades are not visible from either the right-of-way (1-5, 3201h, 32M) or a residential use or zone, if that proves to be the case. Another option is to look at the west and east facades of Building A as one building with a fa4ade modulation built into it by the way the buildings are connected; however, the length of the fa§ade modulation exceeds the maximum width of 60 feet (FWRC 19.115.060[2] [a]). Another possibility is to provide alternate means of achieving compliance with FWRC 19.115.060(2) pursuant to FWRC 19.115.020. I. Plan scale: 1. The Building A north elevation of the office/showroom/parts building scales differently between the full-size site plan and the enlarged set. On Sheet SP-1 the sections are almost 70 feet in length, while the same sections scaled on Sheet SP-3 are under 60 feet. Check the 20-100968 .AD Doc ID 80317 Mr. Dan Balmelli Page 4 of 13 April 24, 2020 scales and confirm correct information is shown on the sheets. If the requirement to meet FWRC 19.115.060(2) is triggered, please address it. 2. The same situation occurs on the Building A south elevation of the office/ showroom/parts building. The building length scales out at 260 feet in length, not 212 feet as listed in the design narrative. Check the scales and adjust documents as necessary. ii. Landscaping (FWRC 19.115.060[2] [b]): 1. With the addition of trees (to be consistent with Type II landscaping per FWRC 19.125.050[2]), landscaping is acceptable as shown on the east elevation of the parts warehouse of Building A. Label the area as Type II on the landscaping plans. 2. On Building B: a. With the addition of trees (to be consistent with Type II landscaping per FWRC 19.125.050[2]), landscaping is acceptable as shown on the west elevation. Label the area as Type II on the landscaping plans. b. Landscaping on the east elevation needs to have 15 feet of Type I per FWRC 19.125.060(6)(b), which supersedes FWRC 19.115.060(2)(b) for Type II. Update the design narrative and landscaping plans accordingly. in. Canopy (FWRC 19.115.060[2][c]): 1. The design narrative states that there is a five-foot wide canopy proposed on the south elevation of Building A. Per FWRC 19.115.060(2)(c), the minimum width of a canopy must be six feet. iv. Pedestrian plazas (FWRC 19.115.060[2][d]): 1. Pedestrian plazas must be visible and accessible from the adjacent right-of-way. None of the plazas proposed meet these criteria due to their locations, lack of pedestrian paths connecting them to the right-of-way, and the fact that the site will be secured with fencing and gates. 2. Per FWRC 19.115.070(1)(b), plazas should be located at street corners to optimize pedestrian access and use. 3. The northernmost elevation of Building A proposes to use a pedestrian plaza located along another portion of the building. Pedestrian plazas must be near the facade for which they are serving the purpose of FWRC 19.115.060(2). 4. Plazas are an excellent site feature and can still provide function to site users. At least one pedestrian plaza per building will be allowed to satisfy the requirements of FWRC 19.115.060(2). 6. Outdoor Storage— Please address the following comments: a. The proposal includes outdoor truck storage separate from the principal sales area. Compliance with FWRC 19.125.170 needs to be demonstrated, including updating the site, landscaping, and civil plans as necessary. Any modifications must be applied for per FWRC 19.125.170(7) as part of the Use Process III application. b. Per FWRC 19.125.170(5), the outdoor truck storage areas are to be factored in when calculating the gross floor area (gfa) of the development. The additional gfa must be counted in the required parking calculation. 20-100968-AD Doc ID 80317 Mr. Dan Balmelli Page 5 of 13 Aprfl 24, 2020 c. Per FWRC 19.220.030(7), outdoor storage cannot be located in front of the main building; it is presently shown on the south side of that structure. 7. Parking— Please address the following comments: a. The parking analysis does not cite the FWRC and only provides three examples of other Pape locations. For consistency, include the Lakewood, WA location in addition to the others listed, as was done in the trip generation report. b. See comment #6(b) above, and address as part of the parking analysis. 8. Wetlands — Review and address the enclosed April 15, 2020, memo from the city's wetland consultant, Landau. 9. Tree/ ife,getation Retention Plan — Please address the following comments: a. On Sheet 2: 1. The BPA easement needs to be factored into the site area for calculation as it is not exempt per FWRC 19.120.130(3). ii. The wetland report describes Wetland A as being 4.23 acres in size; ensure the tree/vegetation plan reflects the correct wetland size and adjust associated tree calculations as necessary pursuant to FWRC 19.120.130(3). 10. Forest Practices —A Forest Practices Class IV -General Application is required if more than 5,000 board feet of merchantable timber will be harvested from the property in conjunction with the development activity. The city will review the proposed Class IV -General Forest Practices in conjunction with the SEPA review, and review of associated development permits or approvals. Please provide either the application or a written determination by the arborist that the project will fall under the established threshold. 11. Geotecbnical Report— The report describes proposed retaining walls of 8 to 14 feet, and on page 20, describes them as being 40 feet in height, please clarify. The report notes a deviation to be requested per FWRC 19.120.120; however, there is no such request included with the submittal. Clarify what is proposed and update materials accordingly. 12. Use Process III Decisional Criteria — Provide a narrative demonstrating how the proposal satisfies FWRC 19.65.100(2). 13. Signs — Signage is not normally reviewed as part of the UP III process; signs are reviewed and approved via permits administered by the Permit Center. If a combined sign package for adjacent property owners is being pursued per FWRC 19.140.140(5), then that does require UP III approval. If a combined sign package is not proposed, then please remove the sign detail sheets from the submittal. 14. Title Report— The submitted reports are from 2018. The UP III submittal requirements require submission of a current title report. Also, title reports not more than one year old are required as part of the submittal for a Boundary Line Adjustment (BLA); which the submittal documents indicate will be forthcoming after annexation. 15. Boundary Line A,�rrstasent — The SEPA checklist indicates that a BLA will be processed to configure the seven existing lots into two or three separate lots. From what has been submitted for review, the ultimate lot configuration is unclear. Show the proposed lot reconfiguration throughout project documents so that code compliance with multiple criteria may be verified. SEPA CHECKLIST 16. Environmental Information — Include the parking analysis (checklist item #A[8]). 20-100968 _AD D« ID 80317 TX1r. Dan Balmelli Page 6 of 13 April 24, 2020 17. Project Description — Include details regarding the size, height, and number of buildings proposed; number of parking spaces, including other site improvement details; utility extensions; and frontage improvements (checklist item #A[11]). 18. Land Use — Please address the following comments: a. Include the presence of the geologically hazardous area per the submitted geoteclmical report (checklist item #B [8] [h]). b. Removing residences is considered displacement (checklist item #B[8] c. Indicate whether high, muddle, or low-income housing is being eliminated (checklist item #B [9] [b]). 19. Historic and Cultural Preservation — There are structures on -site, please elaborate (checklist item #B[13] [a]). 20. Transportation — Frontage improvements are part of the project (checklist item #B [14] [h]). In addition, review the Public Works Traffic comments below, and revise the SEPA checklist as necessary. 21. Public Services — Elaborate on the stated increased need for public services (checklist item #B [15] [a]). Public Works — Development Services Division Ann Dower, (253) 835-2732, ann.dovvezt_n'-_ciLyof€ederalway.com Engineering Plans 22. The southwest comer of the site is an acceptable pond location, provided requirements in the 2016 King County Surface Water Design Manual (KCSWDNV are met. Additional information will be necessary regarding slopes (south and west sides), soils, setbacks, discharge method and location, access, and other manual requirements to verify that the pond will function properly in that location. 23. Infiltration must occur within native soil, not within fill, as required by the KCSWDM. Further details must be provided regarding the type of infiltration system and where infiltration will occur. If this a proposed injection well situation, Department of Ecology approval will be required prior to Federal Way review. 24. Oil control will be required for this site as outlined in the KCSWDhI in Special Requirement 5. The TIR states that it is not necessary; however, no explanation was provided. The applicant must explain how the intended use, with both truck storage and repair, does not trigger this requirement. 25. FWRC 11.05.110 requires that overhead utility lines be placed underground. There are overhead utilities both along South 3201h Street and along Mad Avenue South. The applicant will need to apply for and receive approval of a variance per FWRC 11.05.080 if they do not wish to place the existing overhead utilities that are impacted by roadway improvements underground. 26. Lakehaven Water & Sewer District has indicated that a crossing of South 3201h Street may be necessary. Please inform city staff as soon as possible if trenching will occur, as overlay requirements will apply. 27. The Overall Site Plan shows the trash enclosure as uncovered. The Source Control section of the summary indicates that it will be covered. If it is plumbed to the sanitary sewer, it will have to be covered, regardless of size. If it is plumbed to the storm sewer, an oil/water separator will be required. 28. Runoff from 32ad Avenue South and adjacent pollution -generating impervious surface is shown as being routed to the infiltration trenches, without treatment. Infiltration facilities do require basic level treatment, as stated in KCSWDM Exception 2 in Section 1.2.8.LA. 20-100968-AD Doc ID 80317 Mr. Dan Balmelli Page 7 of 13 April 24, 2020 29. Cross sections of the pond and the infiltration trenches will be required with the land use submittal. Outfalls will be reviewed in more detail. 30. Show approximate locations of street trees on the site plan. Please be advised that a separately metered irrigation system will be required for the planter strip on South 320th Street. Technical Information Report 31. The downstream analysis will require an actual in -person visit to the downstream area. Document field conditions and structures with photos. Geotechnical Report 32. Retaining walls will require geotechnical review and approval. The geotechnical report must study the possible effect of the infiltration trenches located nearby. Construction must account for any affects the infiltration trenches may have on the walls. Height requirements will be determined by the Planning Division. 33. The engineer and geotechnical engineer must make determinations regarding slope percentages and soil stability. Please provide a plan showing areas of 15 percent and greater slopes. Public Works — Traffic Division Sarady Long, (253) 835-2743, saradv.lon rccitvoffederal,.va om Plans Comments 34. Provide AASHTO pavement design for the pavement section on 32nd Avenue South. It may be necessary to provide concrete instead of asphalt for the intersection landing in order to prevent pavement distresses and rutting from downhill truck traffic. 35. Provide channelization plans for South 320d~ Street and 32nd Avenue South improvements showing pavement removal, new and existing markings, signs relocation, etc. 36. The 32nd Avenue South street extension must be designed to meet AASHTO, and all applicable standards. ADA compliant pedestrian facilities must be provided for all improvements to the maximum extent feasible. 37. The maximum driveway width is 30 feet for a two-lane two-way driveway and 40 feet for a three -lane two-way driveway. The applicant must submit a Vebicle Turning Diagram supporting the request to increase the width to 55 feet. The request would be determined on a case -by -case basis by the Public Works Director. There is a $'344 fee associated with the request. 38. Show transition at the end of the property on 32nd Avenue South between the existing pavement/gravel road and new 28-foot pavement and sidewalk. 39. Frontage improvements on South 320th Street will likely be within WSDOT limited access and therefore, will require WSDOT's channelization approval. The applicant should coordinate with WSDOT on the required plans submittal. 40. The existing traffic signal at South 320th Street and 32nd Avenue South intersection will need to be modified to accommodate the required South 3201h Street and 32nd Avenue South street improvements. The signal plans must be designed by a professional engineer licensed in Washington State and submitted to the city for review and approval. 41. Provide a narrative regarding how the proposed gate entry will be utilized during business hours. Adequate storage length must be provided to ensure a waiting vehicle will not block through traffic on 20-100968--1D Doc ID 80317 Mr. Dan Balmelli Page 8 of 13 Apri124, 2020 public streets. Please note, the gate must be approved by the US Postal Service, Federal Way Safety Team (Police and Fire Department), and Lakehaven Water & Sewer District. 42. Provide a conceptual illumination plan. The final illumination plan shall be designed by a professional engineer and will need to be submitted as part of the engineering plan submittal. Trip Generation and Parking Assessment Review Comments 43. The trip generation study shall be based upon the guidelines established in the most recent edition of the ITE Trip Generation Handbook, and must be stamped by a professional engineer. All relevant data used in the analysis shall be included. 44. Per the Trip Generation Study, the project is estimated to generate 62 AD -I peak hour trips and 62 PINI peak hour trips. These trips will likely impact the South 3201h Street and SR 5 ramp terminal intersections. The SR 5 ramp terminal intersections are under WSDOT control and therefore, are subjected to their respective established traffic guideline and LOS standard. The applicant should coordinate with WSDOT to address any potential traffic related concerns. 45. The parking assessment should include the Lakewood local site consistent with the four sites in the trip generation study. 46. It appears that the parking ratio of stalls per 1,000 square feet is based on parking stalls provided by each site compared to the gross floor area. The analysis did not include the inventory of any available on- or off- street parking, other peaks demand, utilization rate, etc. SEPA Checklist — Transportation 47. Transportation 14(d) —Revise this section to specify frontage improvement and right-of-way dedication along South 3201h Street and 32ad Avenue South. 48. Transportation 14o — Revise the trip generation identified in this section to be consistent with the trip generation study conducted by TENW. Per the trip generation study, the project is estimated to generate 62 pm peak trips and no data was provided for weekday daily. With the estimated 62 pm peak hour trips, it is unlikely this project would generate 8,230 daily trips as specified. Lakehaven Water & Sewer District Brian Asbury, (253) 946-5407, basburyC&3akehaven.org 49. Regarding any water/sewer utility work in South 3201h Street, it would only be sewer. If constructed per the current Wastewater Comprehensive Plan, a new gravity sewer main would extend/route from the east along the north side of South 320th Street, ideally north of any right-of-way asphalt pavement, then extend nordi in 32vd Avenue South to the site's northeast corner (far edge). The applicant had previously inquired of Lakehaven regarding the possibility of extending a new sewer main directly from the south; if this route/alignment were to be approved by Lakehaven, we would anticipate no asphalt pavement excavation would be allowed to cross South 320tb Street. 50. Lakehaven's previous October 10, 2019, comments are still applicable, with the following task/item updates: a. Lakehaven issued Water & Sewer Certificates of Availability for the proposed project/property on February 28, 2020. Certificates are valid for one-year from the date of issuance. b. The following are the October 2019 comments previously provide by Lakehaven: 20-100968-AD Doc ID 80317 Mr. Dan Balmelli Page 9 of 13 April 24, 2020 Water • A Water Certificate of Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building permit applications (check with land use agency for requirement). The certificate is valid for one year from the date of issuance. If a certificate is needed, allow one to two working days to issue for typical processing. The 2019 cost for a Water Certificate of Availability is $70.00. • Hydraulic model results (FF #94) indicate that Lakehaven's standard maximum allowable system liquid velocity of 10 feet square, at no less than 20 psi, is exceeded in the existing proximate water system at a fire flow rate above 5,400 GPM. This flow figure depicts the Calculated performance of the existing water distribution system under high demand conditions. Zaire flow rates greater than available in the existing distribution system may be accommodated through water distribution system unprovements. On -site hydraulic system calculations may need to be determined during design of the on -site water distribution system improvements. Please contact Lakehaven for further details. • A Lakehaven Developer Extension (DE) Agreement will be required to construct new (on -site fire hydrant) water distribution system facilities for the proposed development. 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 fleeting 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. • 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." Non -single-family properties require separate domestic (per building typically, some exceptions allowed), irrigation (if irrigated landscaped areas are incorporated into the site development), and fire protection (if required or installed) water service connections and meters. • For water use during site construction/development, the existing water service(s) must be utilized for this purpose. Please contact Lakehaven for further details. • Protection of any existing water meters and/or service connections, or full abandonment by "removal" if future service(s) will not be needed, will be required for any on -site building demolition. Please contact Lakehaven for further information regarding this issue. • To satisfy premise isolation requirements, the installation and satisfactory testing of an approved backflow prevention assembly (BPA) adjacent to each service meter is required pursuant to WarbingtonAdminirtrative Code (WAC) 246-290-490 and Lakehaven standards regarding premise isolation. Because the potential cross -connection hazard(s) cannot be determined at this time, Lakehaven cannot specify the minimum required BPA device. Contact Lakehaven's Cross - Connection Control Program Manager (Chris Zoepfl, 7 • h .253-946-5427) for additional information on premise isolation/BPA installation and testing coordination. ■ Typically required location(s) for any BPA is outside of a building (fire -protection typically aboveground, RPBA/RPBA devices always aboveground), and as close to the main as possible, but no further than 50 feet from the main. There are some reasons/situations for some case -by - case exceptions that are allowed by Lakehaven, most of these in Federal Way's City Center area. 20-100968--4D Doi ID 80317 Mr. Dan Balmelli Page 10 of 13 April 24, 2020 Applicants may submit a modification request (include plan/sketch) to Lakehaven for non- typical location(s). Contact Lakehaven's Cross -Connection Control Program Manager (Chris Zoepfl, _rineptl rr lakelnaven.org, 253-946-5427) for additional information on premise isolation/ BPA requirements, installation, and testing coordination. ■ The associated DE Agreement must achieve a point of either Substantial Completion or Acceptance, as determined by Lakehaven, prior to activating any new domestic or irrigation water service connection(s). Based on the proposal submitted, preliminary estimated Lakehaven water service connection fees, charges, and/or deposits (2019 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. Charges -Payable -in - Lieu -of -Extension (CPILOE) are assessable against the property for water facilities previously constructed that provide direct benefit to the property. If a DE Agreement is required, CPIL.OE charges are due prior to and as a condition of scheduling the Lakehaven DE preconstruction meeting. Connection charges are separate from any DE fees/charges/deposits and are due at the time of application for service. All Lakehaven fees, charges, and deposits are typically reviewed and adjusted (if necessary) annually, and are subject to change without notice. ■ Water Service/Meter Installation, Main Bldg., Domestic, 1 1/2" preliminary size: $'732.70 drop -in meter fee. Actual size to be determined by Lakehaven based on the applicant's estimated magnum domestic/commercial GPM usage rate. ■ Water Service/Meter Installation, Body Shop Bldg., Domestic, 1" preliminary size: $1,500.00 meter upsize deposit (upsize an existing meter). Actual size to be determined by Lakehaven based on the applicant's estimated maximum domestic/commercial GPM usage rate. a Water Service/Meter Installation, Irrigation, 1" preliminary size: $1,500.00 meter upsize deposit (upsize an existing meter). Actual size to be determined by Lakehaven based on the applicant's estimated maximum irrigation GPM usage rate. ■ Water Service/Meter Installation, Fire -Protection, 5/s" x'/a" flow -detection -only meter. $474.10 drop -in meter fee (each x2). ■ Capital Facilities Charge(s)-Water, preliminary estimate of 10.00 ERU: $0.00. Actual amount due to be determined by Lakehaven based on applicant's estimated annual total water usage rate. 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 11.64 Equivalent Residential Units (ERU). Please contact Lakehaven for further detail. ■ CPIL,OE: $11,148.63. If CPIL.OE paid after annexation into the City of Federal Way, add $864.02 for the city excise tax. Sewer • A Sewer Certificatc of Availability issued separately by Lakehaven may be required to be submitted with any land use and/or building permit applications (check with land use agency for requirement). The certificate is valid for one year from the date of issuance. If a certificate is needed, allow one to two working days to issue for typical processing. The 2019 cost for a Sewer Certificate of Availability is $70.00. ■ A Lakehaven Developer Extension (DE) Agreement will be required to construct new sanitary sewer system facilities necessary for the proposed development, including extend -to -far -edges) in accordance with long-standing Lakehaven policy. Lakehaven's current Wastewater System 20-100968--9D Do, ID 80317 Mr. Dan Balmelli Page 11 of 13 April 24, 2020 Comprehensive Plan indicates a sewer trunk extension to the property from the east; however, Lakehaven would consider, and presuming downstream analysis supported, extending a new sewer main from the south across South 320th Street. 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 llfeetinrg 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. A separate Lakehaven Sewer Service Connection Permit is required for each new connection to the sanitary sewer system, in accordance with standards defined in Lakehaven's current "Fees and Charges Resolution." Minimum pipe slope for gravity sewer service connections is two percent. In addition to all other sewer service installation standards, installation of a Type 1, 48- inch monitoring manhole is typically required on the private building sewer line, for all new or modified non-residential connections. Also, if applicable, see the enclosed Lakehaven Trash/ Recycling Enclosure Standards. • The applicant will be required to complete and submit a Sewer Use Survey (SUS). Information in the SUS will be used by Lakehaven to determine specific pretreatment requirements (if any). • Execution of a Discharge Agreement will be required, as a condition of Lakehaven issuing Sewer Service Connection Permit(s) for this site. • Based on the proposal submitted, preliminary estimated Lakehaven sewer service connection fees, charges, and/or deposits (2019 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. All Lakehaven fees, charges, and deposits are typically reviewed and adjusted (if necessary) annually, and are subject to change without notice. ! Sewer Service Connection Permit. $420.23 fee (per building). Capital Facilities Charge(s)-Sewer, preliminary estimate of 8.00 ERU: $3,978.13 per ERU. Actual amount due to be determined by Lakehaven based on applicant's estimated annual domestic/commercial/industrial only water usage rate. Please contact Lakehaven for further detail. General • All Lakehaven development engineering related application forms and associated standards can be accessed at Lakehaven's web pages: h r 0 v r� m nt- 'r rir 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 & Rescue Sean Nichols, (253) 946-7242, n.nicl2 1 a, outhk-nag *re. r Water Supply 51. A Certificate of VaterAvailabidiiy, including a hydraulic fire floav model, shall be requested from the water district and provided at the time of the building permit application. 20-100968 =AD Doc ID 80317 Mr. Dan Balmelli Page 12 of 13 April 24, 2020 Fire Hydrants 52. Fire hydrants shall be within 100 feet of fire department comiections (FDCs), and shall be on the same side of the road to prevent roads being obstructed by fire hose. 53. Hydrant spacing along access roads and location in relationship to buildings and sprinkler FDC shall be approved by Fire Marshal's Office. 54. Fire hydrants shall be in service prior to and during the time of construction. Emergency Access 55. Fire apparatus access roads shall comply with all requirements of Fire Access Policy 10.006: 1ntt�;1/sourhkun�rfire.nrlrllanctimenrC;eiiterll-iamel['iew12¢. 56. Designated and marked fire lanes may be required for emergency access. This may be done during the plans check or prior to the building final. Requirements and marking options can be found in FWRC Title 8: lirrin tt•►4�r.code ntlsGsluly .GcamAX!WFedg Illav/. 57. Fire apparatus access roads shall be installed and made serviceable prior to and during the time of construction. 58. Stormwater detention vaults shall be rated for outrigger loading if they are near the building where a ladder truck could set up during fire department operations. Vehicle Access Gates 59. All vehicle access gates shall comply with the Gate Policy (if gates are installed): I� th}:I Isnerrhk ingfc re_r�rglDr �cucn�rCe cite r II-lnme IX'ien121. Fire Department Lock Box 60. A recessed fire department "Knox" brand key box shall be installed on the building near the front entrance. Location(s) will be approved by the plan reviewer, or Deputy Fire Marshal onsite. Fire Sprinkler System 61. An NFPA 13 fire sprinkler system is requited in all buildings. 62. An automatic fire sprinkler system shall be installed in all occupancies where the total floor area included within the surrounding exterior walls on all floor levels, including basements, exceeds 5,000 square feet. Fire walls shall not be considered to separate a building to enable deletion of the required automatic fire - extinguishing system. 63. 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 Alarm 64. Afire alarm system is required. 65. City code requires an automatic fire detection system in all buildings exceeding 3,000 square feet gross floor area. The fire alamn system is required to monitor the sprinkler system including water flow. Provide full notification as required by NFPA 72. Complete coverage smoke detection is not required far this project. This fire detection system shall be monitored by an approved central and/or remote station. 20-100968--9D Doc ID 80317 Mr. Dan Balmelli Page 13 of 13 April 24, 2020 CLOSING Please be aware that this review does not preclude the city from requesting additional information related to any of the topics discussed above. Please submit revised application materials as appropriate, a letter explaining how these comments have been addressed, and the completed "Resubmittal Information Form" (enclosed). The Department of Community Development is implementing safety protocols and modifying our services. As a result, our doors will remain dosed for in -person business. Staff will be able to serve customers electronically by email by electronic. submittal (1),,< <..; . .; d 1 it& or It s: ityoffederalway.com/nodg /458 , or by phone (253-835-2607). This practice is intended to help protect our citizens, customers, and staff from potential exposure to the virus. We thank you for your understanding in this matter. If you have any questions regarding this letter, or would like to have a conference call with staff to discuss the comments, please: contact me at or 253 835-2634. Sincerely, Stacey Welsh, AICP Principal Planner enc: April 15, 2020, Memo from Landau Resubmittal Information Form c: Ann Dower, Senior Engineering Plans Revie%ver Sarady Long, Senior Transportation Planning Engineer Brian Asbury, Lakehaven Water & Sewer District Sean Nichols, South King Fire & Rescue Quinn Closson, Pape Properties, gc1c e.ngua/%�aTc.con; Bart Dickson, 3111ccom 20-100968-AD Doc ID 80317 Stacey Welsh From: Steve Quarterman <suarterman@landauinc.com> Sent: Wednesday, April 15, 2020 2:42 PM To: Stacey Welsh Subject: RE: DRAFT Pape Wetland Delineation Third Party Review Attachments: LAI Pape Buffer Avg Peer Review_tm - 04-15-20.pdf This email originated from outside of the City of Federal Way and may not be trustworthy. Please use caution when clicking links, opening attachments, or replying to requests for information. If you have any doubts about the validity of this email please contact IT Help Desk at x2555. Final version is attached. Steven Quarterman Landau Associates Ext. 121 Direct: (425) 329-0321 From: Stacey Welsh [mailto:Stacey.Welsh@cityoffederalway.com] Sent: Tuesday, April 14, 202010:37 AM To: Steve Quarterman <suarterman@landauinc.com> Subject: RE: DRAFT Pape Wetland Delineation Third Party Review That makes sense, please finalize the memo. Thank you, Stacey Welsh, AICP Principal Planner - Federal Way 33325 81h Avenue South Federal Way, WA 98003-6325 Phone: 253-835-2634 www.cityoffederaiway_. cam The Department of Community Development is implementing safety protocols and modifying our services. As a result, our doors will remain closed for in -person business. Staff will be able to serve customers electronically by email (oermitcenter cit federal wa .con , by electronic submittal (Document Upload Link), or by phone (253-835-2607). This practice is intended to help protect our citizens, customers, and staff from potential exposure to the virus. We thank you for your understanding in this matter. From: Steve Quarterman <s uarterman landauinc.com> Sent: Monday, April 13, 2020 6:51 AM To: Stacey Welsh <Stacey.Welsh@cityoffederalway.com> Subject: RE: DRAFT Pape Wetland Delineation Third Party Review [EXTERNAL EMAIL WARNING] This email originated from outside of the City of Federal Way and may not be trustworthy. Please use caution when clicking links, opening attachments, or replying to requests for information. If you have any doubts about the validity of this email please contact IT Help Desk at x2555. Stacey, the wetland report does not discuss the proposed storm pond and wetland recharge. It does not appear that this discussion would be a requirement of the critical areas report since the project does not impact the wetland or propose buffer reduction with enhancement, both of which include condition for evaluating drainage/stormwater retention capabilities. In this case, comment regarding proposed runoff treatment and wetland recharge may be better suited as part of the stormwater review. Let me know if you would like to discuss further. Steven Quarterman Landau Associates Ext. 121 Direct: (425) 329-0321 From: Stacey Welsh [mailto:Stacey.Welsh@cityoffederalway.com] Sent: Friday, April 10, 20201:45 PM To: Steve Quarterman <s uarterman landauinc.com> Subject: FW: DRAFT Pape Wetland Delineation Third Party Review Steve, Looks good, no comments from me. I sent the draft memo to the city's Engineering Plans Reviewer to see if she had any comments/ questions. Her response is below. Thanks, Stacey Welsh, AICP Principal Planner e .a Federal tfVay 33325 8th Avenue South Federal Way, WA 98003-6325 Phone: 253/835-2634 www.cityoffederalway.com From: Ann Dower Sent: Friday, April 10, 20201:41 PM To: Stacey Welsh <Stacey.Welsh@citvoffederalway.com> Subject: RE: DRAFT Pape Wetland Delineation Third Party Review Did the wetland report discuss whether the proposed storm facilities adequately address wetland recharge? I don't remember the report if I saw it. I thought it was probably just a storm pond for freeway runoff but if it's a wetland then I think we need to make sure the wetland biologist and engineer work together on maintaining the wetland hydroperiod Ann Dower Senior Engineering Plans Reviewer COT M Federal way Public Works Department 33325 8th Ave S, Federal Way, WA 98003 Desk:253.835.2732 1 Fx:253.835.2709 1 CELL: 253-293-3590 ciNOfederotway.c_am From: Stacey Welsh Sent: Friday, April 10, 2020 11:55 AM To: Ann Dower Subject: FW: DRAFT Pape Wetland Delineation Third Party Review Ann, This is the draft memo from the city's wetland consultant. Did you have any specific questions for him that I can pass along and he can address in the final version of the memo to the city? Stacey Welsh, AICP Principal Planner Federal Way 33325 8th Avenue South Federal Way, WA 98003-6325 Phone:253/835-2634 www.ctt offederaIwa .com In an effort to take proactive measures to protect the health and safety of the Federal Way community, the Department of Community Development is implementing safety protocols and modifying our services. As a result, our doors will remain closed for in -person business. Staff will be able to serve customers electronically by email (permitcenter@cityoffederalway c,: i ), by electronic submittal (Document Upload Link), or by phone (253-835-2607). This practice is intended to help protect our citizens, customers, and staff from potential exposure to the virus. We thank you for your understanding in this matter. From: Steve Quarterman <s uarterman@landauinc.com> Sent: Friday, April 10, 2020 5:58 AM To: Stacey Welsh <Stacey.Welsh _ cityoffederalway.com> Subject: RE: Pape Wetland Delineation Third Party Review [EXTERNAL EMAIL WARNING] This email originated from outside of the City of Federal Way and may not be trustworthy. Please use caution when clicking links, opening attachments, or replying to requests for information. If you have any doubts about the validity of this email please contact IT Help Desk at x2555. Stacey, Please find attached draft review comments to the buffer averaging plan for the Pape site. Let me know if you have any questions/comments on the attached. Thank you, Steven Quarterman Landau Associates Ext.121 Direct: (425) 329-0321 NOTICE: This communication may contain privileged or other confidential information. If you have received it in error, please advise the sender by reply e-mail and immediately delete the message and any attachments without copying or disclosing the contents. Thank you. Technical Memorandum TO: Stacy Welsh, Senior Planner, City of Federal Way FROM: Steven Quarterman DATE: April 15, 2020 RE: Peer Review Pape — Wetland and Fish and Wildlife Habitat Assessment and Buffer Averaging Plan NE Corner of 1-5 and South 320th Street, Federal Way Parcel Nos. 0921049028, 0921049139, 092104-9140, 0921049160, 0921049187, 0921049206, and 0921049316 (File No. 19-105322-AD) Federal Way, Washington LAI Project No. 0238090.010 Introduction This technical memorandum provides Landau Associates, Inc.'s (LAI's) peer review comments on the March 5, 2020 Wetland and Fish and Wildlife Habitat Assessment and Buffer Averaging Plan, Pape Kenworth NW (March 2020 Report), prepared by Soundview Consultants, LLC (2020). The March 2020 Report documents the assessment of wetland and fish and wildlife habitat and proposed a wetland buffer averaging plan at the subject property (i.e., King County Tax Parcel Nos. 0921049028, 0921049139, 0921049140, 0921049160, 0921049187, 0921049206, and 0921049316). The purpose of this peer review was to provide a professional opinion regarding applicable regulatory requirements in the City of Federal Way (City) Revised Code (FWRC) Title 19.145 (Environmentally Critical Areas), specific to the Article IV Wetlands and the proposed buffer averaging plan proposed in the March 2020 Report. LAI provided comments regarding the wetland assessment in a previous technical memorandum (LAI 2019). Peer review comments regarding the March 2020 Report are as follows: 1) LAI is clarifying that the net gain of the proposed buffer is 617 square feet, as opposed to 612 square feet identified in the March 2020 Report. 2) LAI concurs with the proposed buffer averaging plan, provided that additional descriptions and/or representative photographs of referenced "native vegetation" and "invasive species and fill material" in the area of the buffer increase area and buffer impact area, respectively, are provided. The response provided to criteria in FWRC 19.145.440(5)(b) references that the buffer increase area contains native species, but does not provide details of the species present. The response also identifies that the area of buffer encroachment is located within a relatively low -functioning area from a habitat standpoint due to the presence of invasive species and fill material, but does not provide details regarding the type of invasive species or fill in the area. Based on LAI's review of the site from the reconnaissance conducted on December 18, 2019, LAI recalls trails located in the buffer encroachment area, which are also shown on the base survey of the project area provided by the City (separate from the March 2020 Report). The presence of these trails may provide additional justification for the lower quality of buffer functions. LANDAU ASSOCIATES 130 2nd Avenue South • Edmonds, Washington 98020 9 (425) 778-0907 Landau Associates This technical memorandum has been prepared for use by the City in evaluating the adequacy of the summary of baseline conditions presented in the March 2020 Wetland and Fish and Wildlife Habitat Assessment and Buffer Averaging Plan, Pape Kenworth NW. The purpose of the review was to assess the adequacy of the submitted documents for compliance with City requirements, as promulgated in FWRC Title 19, and conformance with conventionally accepted wetland/waterway delineation practices. No other party is entitled to rely on the information, conclusions, and recommendations included in this document without the express written consent of LAI. Further, the reuse of information, conclusions, and recommendations provided herein for extensions of the project or for any other project, without review and authorization by LAI, shall be at the user's sole risk. LAI warrants that within the limitations of scope, schedule, and budget, these services have been provided in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions as this project. LAI makes no other warranty, either express or implied. LAI appreciates this opportunity to be of service to the City. Please contact me if you have any questions or if I may be of further service. LANDAU ASSOCIATES, INC. Steven Quarterman Senior Associate SJQ/JAF/ccy P:\238\090\R\IAI Pape Buffer Avg Peer Review—tm - 09-15-20.doa References LAI. 2019. Technical Memorandum: Peer Review, Pape - Wetland Delineation, NE Corner of 1-5 and South 320th Street, Federal Way, Parcel Nos. Parcel Nos. 0921049028, 0921049139, 0921049187, 0921049140, 0921049160, 0921049316, and 0921049206 (File No. 19-105322-AD), Federal Way, Washington. Landau Associates, Inc. December 23. Soundview Consultants LLC. 2020. Wetland and Fish and Wildlife Habitat Assessment and Buffer Averaging Plan, Pape Kenworth NW, Federal Way, Washington. March S. Peer Review Pape Wetland Delineation — Federal Way, Washington 2 April 15, 2020 Stacey Welsh From: Brian Asbury <BAsbury@lakehaven.org> Sent: Tuesday, April 7, 2020 12:34 PM To: Stacey Welsh Cc: Ann Dower Subject: RE: Pape / 20-100968-AD [EXTERNAL EMAIL WARNING] This email originated from outside of the City of Federal Way and may not be trustworthy. Please use caution when clicking links, opening attachments, or replying to requests for information. If you have any doubts about the validity of this email please contact IT Help Desk at x2555. Stacey, Lakehaven's previous comments, dated 10/10/19 are still applicable, with the following task/item updates: • Lakehaven issued Water & Sewer Certificates of Availability for the proposed project/property on 2/28/20. Certificates are valid for one-year from date of issuance. Regarding any water/sewer utility work in S 320th St, it'd only be sewer. If constructed per current Wastewater Complan, new gravity sewer main would extend/route from the east along the north side of S 320th St, ideally north of any ROW asphalt pavement, then extend north in 32nd Ave S to the site's NE corner (far edge). The applicant had previously inquired of Lakehaven regarding the possibility of extending new sewer main directly from the south; if this route/alignment were to be approved by Lakehaven, we would anticipate no asphalt pavement excavation would be allowed to cross S 320th St. Let me know if there's any questions or if additional information is needed. Brian Asbury Development Engineering Supervisor Lakehaven Lakehaven DE Website Due to recommendations from government and health officials to do everything reasonably possible to prevent the spread of COVID- 19, LWSD'S offices are closed to public entry until further notice. From: Stacey Welsh <Stacey.Welsh@cityoffederalway.com> Sent: Thursday, April 02, 2020 9:37 AM To: Brian Asbury <BAsbury@lakehaven.org> Subject: RE: Pape / 20-100968-AD No problem. Ann Dower raised a LWSD related question this morning about your DRC comment related to cutting 32W I told her I would send her a copy of your comments once you send them my way. From: Brian Asbury <BAsbury la€cehaven-org> Sent: Thursday, April 2, 2020 9:11 AM To: Stacey Welsh <Stacey.Welsh@cityoffederalway.co_m> Subject: Pape / 20-100968-AD [EXTERNAL EMAIL WARNING] This email originated from outside of the City of Federal Way and may not be trustworthy. Please use caution when clicking links, opening attachments, or replying to requests for information. If you have any doubts about the validity of this email please contact IT Help Desk at x2555. Stacey, Sorry I wasn't able to get more 'into'this before today's meeting. But for this site, nothing un-usual. LWSD Certificates issued on 2/28/20. DE Agreement application not yet submitted. Brian Asbury Development Engineering Supervisor Lakehaven� Lakehaven DE Webslte Due to recommendations from government and health officials to do everything reasonably possible to prevent the spread of COVID- 19, LWSD'S offices are closed to public entry until further notice. 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. 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. Stace Welsh From: Nichols, Sean <Sean.Nichols @SOUTH KING FIRE.ORG> Sent: Wednesday, March 25, 2020 3:14 PM To: Stacey Welsh Subject: 20-100968 Pape Kenworth Northwest NE corner of 15 and S. 320th St Attachments: 20-100968 Pape Kenworth Northwest NE corner of 15 and S. 320th St.docx [EXTERNAL EMAIL WARNING] This email originated from outside of the City of Federal Way and may not be trustworthy. Please use caution when clicking links, opening attachments, or replying to requests for information. If you have any doubts about the validity of this email please contact IT Help Desk at x2555. Agenda Date: March 25, 2020 Subject: 20-100968/Pape Kenworth Northwest Address: NE Corner of 1-5 and S. 32W' St Planner: Stacey Welsh From: Sean Nichols, Fire Plans Examiner South King Fire and Rescue 253-946-7242 sean.nichols southkin fire_or Water Supply: Fire Flow: A Certificate of WaterAvailability including a hydraulic fire flow model shall be requested from the water district and provided at the time of building permit application. Fire Hydrants: Fire hydrants shall be within 100' of fire department connections (FDC's) and shall be on the same side of the road to prevent roads being obstructed by fire hose. *Hydrant(s) spacing along access roads and location in relationship to buildings and sprinkler FDC shall be approved by Fire Marshal's Office Fin: hydrants shall be in service prior to and during the time of construction. Emergency Access: Fire apparatus access roads shall comply with all requirements of Fire Access Policy 10.006 htt :/Isouthkin fire.or JDocumetitCenter/HoTneiView/24 Designated and marked fire lanes may be required for emergency access. This may be done during the plans check or prior to building final. Requirements and marring options can be found in title 10 of the Des Moines Municipal Code: http://www.codepublishing.com/VVA?DesMoines/ Fire apparatus access roads shall be installed and made serviceable prior to and during the time of construction. Storm water detention vaults shall be rated for outrigger loading if they are near the building where a ladder truck could set up during fire department operations. Vehicle Access Gates: All vehicle access gates shall comply with Gate Policy (if gates are installed) htt ://southkin ire.or /DocumentCenter/Home/View/21 Fire Department Lock Box: A recessed fire department "Knox' brand key box shall be installed on each of the buildings near the front entrance. Locabon(s) will be approved by the plan reviewer or Deputy Fire Marshal onsite. Fire Sprinkler System: An NFPA 13 firesprinkler system is required in all buildings. An automatic fire sprinkler system shall be installed in all occupancies where the total floor area included within the surrounding exterior walls on all floor levels, including basements, exceeds 5,000 square feet. Fire walls shall not be considered to separate a building to enable deletion of the required automatic fire -extinguishing system. The system demand pressure (to the source) required in a hydraulically designed automatic fire sprinkler system shall be at least 10 per cent less than the correlative water supply curve pressure. Fire Alarm: A Fire Alarm_5ystem is required. City Code requires an automatic fire detection system in all buildings exceeding 3,000 square feet gross floor area. The fire alarm system is required to monitor the sprinkler system including water flow. Provide full notification as required by NFPA 72. Complete coves e smoke detection is not required for this proiect. This fire detection system shall be monitored by an approved central and/or remote station. 2 Stacey Welsh From: Lindsey Sperry Sent: Monday, March 16, 2020 3:08 PM To: Stacey Welsh Subject: Pape Kenworth Northwest Stacey, I looked over the plans for the proposed Pape Kenworth project and we do not have any concerns at this time. Lindsey Sperry Crime Analyst & Prevention Specialist Federal Way Police Department 253-835-6707 Lindsev.Sr)errv(@CityofFederalWay.com 1 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: TO: FROM: FOR DRC MTG . ON: FILE NUMBER (s) : RELATED FILE NOS.: PROJECT NAME PROJECT ADDRESS: PARCEL NUMBER: ZONING DISTRICT: 3-13-2020 Cole Elliott, Development Services Manager Scott Sproul, Building Official Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Sean Nichols, South King Fire & Rescue Lindsey Sperry, Public Safety Officer Rob Van Orsow, Solid Waste/Recycling Coordinator Stacey Welsh, Principal Planner I 4-2-20 - internal meet to discuss completeness and technical comments* 20-100968-AD 19-104441-PC & 19-105322-AD & 20-100780-CN PAPE KENWORTH NORTHWEST NE Corner of I-5 and S. 320th St. Parcel #s 092104-9028, 092104-9139, 092104-9316, 092104- 9187, 092104-9140, 092104-9160 & 092104-9206 BC (to be assigned upon annexation) PROJECT DESCRIPTION: Preliminary, informal review of submittal materials, per executed MOU, to determine how City regulations would be applied to the project subsequent to annexation. Formal UPIII and SEPA applications will be required after the annexation process is complete. LAND USE PERMITS: N/A (future UP III & SEPA) PROJECT CONTACT: DAN BALMELLI, BARGHAUESEN CONSULTING ENGINEERS INC. 18215 72Rd Ave S., Kent, WA 98032 425-251-6222 MATERIALS SUBMITTED; Master Land Use Application; Transmittal Letter; Vicinity Map; Trip Generation Estimate; Parking Assessment; Title Report; Certificates of Water & Sewer Availability; Site Photos; SEPA Checklist; Plan Sets; Statement of Architectural & Design Intent; Preliminary TIR; Geotechnical Report; Wetland & Fish and Wildlife Habitat Assessment Report; CPTED Checklist *The property has not been annexed yet, that is in process. At this time, we are reviewing the UP III and SEPA submittal as an `SAD" per an executed Memorandum of Understanding between the City and Pape. We are to conduct a non -binding technical review. So, we will review for "completeness" and technical comments and provide to Pape in a letter. No formal completeness letter, Notice of Application, SEPA determination, or UP III decision will be issued as part of this review. Upon annexation they will need to formally submit SEPA & UP III applications, etc. We have collected review fees for this AD. If there are review materials that were not routed to you and you would like a copy let me know.* RECEIVED MASTER LAND USE APPLICATION CITY OF Federal Way MAR 0 6 2020 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8`h Avenue South Federal Way, WA 98003-6325 253-835-2607; Fax 253-835-2609 w% \v.citxaI't'e�ieial�V�y.�c��,z APPLICATION NO(S) �v � � Date 3/6/2020 Project Name Pape Kenworth Northwest Property Address/Location Southeast corner South 320th Street and 1-5 Parcel Number(s) 092104-9206 9139, 9140, 9160, 9187, 9208, 9316 Project Description PIXASE PRINT Construction of building to provide vehicle maintenance for Kenworth trucks and the associate site improvements and utility extensions. Type of Permit Required _ Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone _ Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) X Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI X SEPA w/Project SEPA Only _ Shoreline: Variance/Conditional Use Short Subdivision _ Subdivision Variance: Commercial./Residential Required Information BC -Community Business Zoning Designation BC Comprehensive Plan Designation $5,300,000 Value of Existing Improvements $131200,000 Value of Proposed Improvements International Building Code (IBC): B-Office S2 and S1 Occupancy Type Type II-B Construction Type Applicant Name: Quinn Closson, Papefr Address: 355 Goodpasture Island Road City/State: Eugene, WA Zip: 97401 Phone: 360-607-8178 Fax: Email: gclosson@pape.com Signature: � a, t , Agent (if different than Applicant) Name: Dan Balmelli, Barghausen Consulting Egineers Address. 18215 - 72nd Avenue South City/State: Kent, WA Zip: 98032 Phone: 425-251-6222 Fax: Email: dbalmelli@barghausen.com Signature: z<,yp- Owner F�Pq-_M fF, Name: Quinn Closson, Pape Address: 355 Goodpasture Island Road City/State: Eugene, WA Zip: 97401 Phone: 360-607-8178 Fax: Email: gclosson@pape.com Signature: -L a.. Bulletin #003 —January 1, 2011 Page 1 of 1 k:\HandoutsUVlaster Land Use Application 0 BARGUAUSEN March 6, 2020 RECEIVED City of Federal Way Department of Community Development 33325 — 8th Avenue South Federal Way, WA 98003 RE: SEPA Environmental Review and Process III Land Use Review for Pape Kenworth NW — Federal Way located on the Northeast Corner of South 320th Street and 1-5 City of Federal Way, King County, Washington Tax Parcel Nos: 092104-9028, 9139, 9187, 9140, 9160, and 9206 Our Job No. 20833 MAR 0 6 2020 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT On behalf of Pape Group, Barghausen Consulting Engineers, Inc. is submitting the SEPA and Process III Land Use review application documents to begin review of the proposed Pape Northwest at 320th project located on an approximate 20-acre site at the northeast corner of South 320th Street and 1-5. The proposed development consists of construction of a new truck maintenance building with office, showroom and warehouse space, a separate building to be used as a body shop and paved areas for trailer parking during maintenance work along with the associated site and utility improvements. An annexation is in process and a boundary line adjustment application will be submitted as part of the development. A pre -application meeting for the project was held with the city on October 25, 2019 under File #19-10441-00-PC. The following plans and documents are enclosed for review: 1. One (1) each Master Land Use Application 2. One (1) each Notice of Application Sign Installation Certificate 3. One (1) each check for SEPA and Land Use Intake Fees 4. Eight (8) each Vicinity Map 5. Four (4) each Trip Generation Estimate 6. Four (4) each Parking Assessment 7. One (1) each Letter from City with Pre -Application Meeting Information 8. Two (2) each Title Report 9. Two (2) each Water Certificate of Availability from Lakehaven Utility District 10. Two (2) each Sewer Certificate of Availability from Lakehaven Utility District 11. Eight (8) sets Site Photographs 12. Eight (8) each SEPA Checklist 13. Eight (8) sets Preliminary Civil Engineering and Landscape Design Plans, including Topographic Survey, Preliminary Grading and Drainage, Preliminary Water and Sanitary Sewer, Preliminary Landscape and Tree Retention Plan BARGHAUSEN CONSULTING ENGINEERS, INC 18215 72ND AVENUE SOUTH KENT,WA98032 P)425-251-6222 F)425-251-8782 BRANCH OFFICES: TUMWATER, WA KLAMATH FALLS, OR LONG BEACH, CA ROSEVILLE, CA barghausen.com W City of Federal Way Department of Community Development -2- March 6, 2020 14. Eight (8) each Architectural Site, Elevations, Sign and Lighting Plans 15. One (1) each Material Sample Board 16. Eight (8) each Statement of Architectural Design Intent 17. Four (4) each Preliminary Technical Information Report, including Downstream Analysis 18. Four (4) each Geotechnical Engineering Report 19. Four (4) each Wetland and Fish and Wildlife Habitat Assessment Report 20. Four (4) each Wetland and Fish and Wildlife Habitat Assessment Plan 21. Four (4) each Crime Prevention Through Environmental Design (CPTED) Checklist 22. One (1) set Property Owner List in 300-Foot Radius 23. One (1) each 300-Foot Property Owner Radius Exhibit 24. Two (2) sets Self -Addressed, Stamped Envelopes for Property Owners in 300-Foot Radius 25. One (1) each CD Containing PDF Document Files We believe that the enclosed plans and documents compile a complete application package to begin SEPA Environment Review and Process III Land Use Review for the proposed Pape Northwest at 320th project. Please review at your earliest convenience and please feel free to contact me if you have any questions or need any additional information. Thank you. Sincerely, Daniel K. Balmelli, P.E. Executive Vice President BSD/dm/bd 20833c.001.doc enc: As Noted cc: Quinn Closson, Pape Group Bart Dickson, Cobalt Development Howard Kimura, H.G. Kimura Architect, PLLC Ali Sadr, Barghausen Consulting Engineers, Inc. Betsy Dyer, Barghausen Consulting Engineers, Inc. MEMORANDUM TO: Jim Ferrell, Federal Way Mayor FROM: Brian Davis, Community Development Director DATE: January 15, 2020 SUBJECT: Pape/Kenworth MOU Attached is the Memorandum of Understanding that was discussed with you several weeks ago about the review of application prior to annexation. Pape intends on developing the property at 320th and 1-5 as a regional Kenworth truck repair, storage and sales area. We are currently processing the annexation request; we indicated to them that with the MOU, they could submit an unofficial land use application for us to begin reviewing ahead of final annexation. There is no obligation to the city to approve the annexation or the project. The MOU has been reviewed by CD Staff and Law prior to your signature. MEMORANDUM OF UNDERSTANDING rn This Memorandum of Understanding (MOU) is made this ./,-� J of January, 2020 between the City of Federal Way, a Washington municipal corporation (City) and Pape Properties, Inc., an Oregon corporation, (Owner). BACKGROUND A. Owner is acquiring property currently located in unincorporated King County, but within the City's urban growth area. The Owner's Property is legally described on Exhibit A to this MOU and is referred to here as the Property. The Owner and others have filed an application for annexation of the Property into the City of Federal Way. B. The Owner wishes to determine how various City regulations would be applied to the Property in the event it is annexed into the City. The City would normally provide such information through the land use application and review process but that process is available only to Property currently within the City limits. C. Both parties recognize the benefits that would result to each from a cooperative exchange of information prior to potential annexation. Due to the unique circumstances the potential annexation presents, the City is willing to provide preliminary information to the Owner even though the Property is currently outside the City limits, on the terms and conditions set forth in this MOU. In light of this background the parties agree as follows: UNDERSTANDING 1. Review of Owner's Information. This City agrees to review land use information submitted by the Owner in a collaborative effort to help the Owner understand expected City requirements for a potential project on the Property after annexation into the City. This information will include permitted signage under current sign regulations and potential modifications to those regulations. 2. Format. The Owner may utilize the application forms and documentation normally used by the City in the land use review process so that the Owner will be providing the same kind of information the City would customarily review during that process. This preliminary review is not a formal application for approval. The subsequent formal application, informed by the preliminary review, will not be processed by the City unless and until the Property is annexed into the City. This preliminary review is not a substitute for the standard City review process that will be required under City codes. 3. Reimbursement. The Owner shall reimburse the City for the review time by City Staff and/or third -party reviewers, and pay all fees that would normally be associated with the Owners' submittals. 4. Purpose of Review. The City recognizes that the owner will be making a significant investment in submitting this preliminary review and making important decisions based on 1- [4843-0728-59341 the outcome. Accordingly, the City agrees to the review the information in good faith in the same general manner as it would a formal application so that the Owner is provided useful information. However, the City's preliminary review is undertaken at the Owner's sole risk, is non -binding, and is not a substitute for any required review or approval under the City's applicable development regulations and ordinances. The City is providing this information as a courtesy and any response provided by the City is not a guarantee of approval or an agreement that any suggested terms or conditions will be the only ones imposed by the City during a future formal review process. 5. No Substitute. The preliminary review provided for this in the MOU is not a substitute for the review processes that will otherwise be required under applicable City codes if the Property is annexed. The preliminary review does not vest the Owner to any current development regulations of the City or guarantee the Owner that the rules may not be changed in the future. 6. No Waiver of Authority. This preliminary review does not constitute a waiver or any limitations on the City's regulatory authority under applicable law. 7. Other Costs. The City shall not be responsible for any costs related to the preliminary review and all costs and expenses shall be the responsibility of the Owner. 8. Indemnification. The Owner shall indemnify, defend, and hold harmless the City from and against any and all liability, damages, and claims, (including, without limitation, reasonable fees and expenses of attorneys, expert witnesses and consultants), which may be asserted for any act or omission of the City, its officers, elected officials, employees, agents, or contractors, which may arise out of this MOU. C �1 DATED this 15 _ day of January, 2020. CITY OF FEDERAL WAY PAPE PROPERTIES, INC. Jim Ferrell, ayor Its: BEN c.• Approved as to Form: CITY OF FEDERAL WAY CITY ATTORNEY'S OFFICE 0, By: -An, ark lftM_9&��i�+4orKeI - 2 — [4843-0728-59341 LEGAL DESCRIPTION AREA TO BE ANNEXED THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9 AND THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EAST MARGIN OF 32ND AVENUE SOUTH AND THE NORTH MARGIN OF SOUTH 320TH STREET; THENCE ALONG SAID EAST MARGIN, NORTH 02°08'28" EAST, 1,196.43 FEET TO THE CENTERLINE OF SOUTH 316TH STREET; THENCE FOLLOWING SAID CENTERLINE, NORTH 88°20'OS" WEST, 30.00 FEET TO THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER OF SAID SOUTHEAST QUARTER; THENCE CONTINUING NORTH 88°20'05" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF SAID SOUTHEAST QUARTER, 686.94 FEET TO THE EAST MARGIN OF PRIMARY STATE HIGHWAY NO.5; THENCE THE NEXT 2 COURSES ALONG SAID EAST MARGIN, SOUTH 16°42'28" WEST, 528.49 FEET, THENCE SOUTH 14`33'46" EAST, 714.61 FEET TO THE NORTH MARGIN OF SAID SOUTH 320TH STREET; THENCE ALONG SAID NORTH MARGIN, SOUTH 88°20'47" EAST, 644.46 FEET TO THE TRUE POINT OF BEGINNING. Project Name: Cobalt Federal Way September 10, 2019 Revised January 8, 2020 BDG / JSE 20833L.001.doc ' NW20'05! 1 30.00 TAX PARCEL NO.: N88'20'05'W 68&94' 316TH ST. A 0921049028 fl 30 >- B 0921049139 w C 0921049206 w D 0921049187 E 0921049140 pGEL/ jT F 0921049160 +n G 0921049206 , o ;Y w Q a z ;C w N Q O AREA TO BE ry� 0 ANNEXED �' o N 00 JJ � P ARCEL °r' E w Z co a p \,• OW I N cn N ! z X cr A a o ` Q x PO Ilk QP N U <2 cn / 00 T-200, 0 • RCEL G 0 % ISW2047"E 6".46' PP 1 0 PARCEL C - �'� i 0 0 N SOUTH 320TH STREET P.O.B. ! a SCALE: For: JOB NUMBER HORIZONTAL 1"=200' COBALT 20833 BARGHAUSEN FEDERAL WAY CONSULTING ENGINEERS, INC. 208331.0o1.DOC Title: SHEET 18215 72ND AVENUE SOUTH AREA OF KENT, WA 98032 425.251,6222 BARGHAUSEN.COM ANNEXATION 1 of-- f 1 DESIGNED XXX jDR4WN aS- CHECKED B G APPROVED DATE _Q9 10 19 CIT Federal Way Project Name: Project File No: Project Address: Installed By: R ECIQT�iTY DEVELOPMENT DEPARTMENT I �� ++�� VV 33325 8`h Avenue South Federal Way, WA 98003-6325 MAR 0 6 2020 253-835-2607; Fax 253-835-2609 nlanningQci tyo ffedera i way: c vsn CITY OF FEDERAL WAY www.citvoffederalway,com C,OMMUNrrY DEVELOPMENT NOTICE OF APPLICATION SIGN INSTALLATION CERTIFICATE Pape Kenworth at 320th NEC South 320th Street and 1-5 Date of Installation: 3/3/2020 Location of Installation: Three notice boards posted per exhibit from City see attached). *Please forward pictures of the posted sign to the project's planner.* i ■i ■ii�i ■/ ■i f1i�i ■i•�1 ■i ■/ ■i+61 ■i ■i��1 �i ■i ■i+�1 ■1 ■1 ■I��i ■i ■i ■i ■i ■1 �i+�i f1•■ .r ■r -r �r -r �r �r ,ter ,ter ,ter ,ter ,ter ,ter _ter ,ter .ter �r ,ter ,ter ,�..�. ,ter .ter .ter .ter �. ,ter .ter .�. ��r �r ��. �• I hereby testify that the sign installed fully complies with the installation standards outlined in Federal Way Revised Code (FWRC) Title 19 `Zoning and Development Code' and that the sign will be maintained until a final decision is issued on the land use action and/or environmental threshold determination. I understand that failure to return this certificate within five days of posting may result in delays, notice of corrections, and re -mailings at the applicant's expense. _ � �F (20 Installer's Name Installer's i nature 3--:3-2-(�:) Date go(�,-J/()-5,31K, Phone Bulletin #036 —March 7, 2018 Page 1 of 1 k:\Ilandouts\Sign Installation Certificate LLf ITH ST- . ..... Steel.Lake S312TH---S7 Park .n �j w M I T < ui .316TH ST S 3207H ST H S Truman gh S1 Tlolfl 5 317TH ST A. ?j W 711C CO ....... Q'5 S 3- At Federal li Way S324TH ST C, 1 ri F o n 4i 41E .Av IS7-330T�-- S7 All < REFERENCE: Rand McNally (2020) Scale: Horizontal., N.T.S. Vertical: NIA Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com Like 11U11(iff E 11P[T-6ell kary -School S. 3 1 2T+ST-- - 4 S;32V 2 2 N' D -28 H-51 00 ri-t RECEIVE T MAR 0 6 2020 %df- f-r-ur-MAL For. COMM6NTTYDEV Otp�- Pape - Kenworth h-PkWAYortn'west Auburn, Washington Title: VICINITY MAP Job Number 20833 DATE: 03/04/201 P.-120000sl2O8331exhibitlgraphicsl2O833 vmap.cdr fTENW Transportation Engineering NorthWest MEMORANDUM DATE: February 13, 2020 TO: Sarady Long City of Federal Way FROM: Curtis Chin, P.E. TENW SUBJECT: Pape Kenworth Northwest— Federal Way, WA Trip Generation Estimate TENW Proiect No. 6011 This memorandum documents the trip generation estimate for the proposed Federal Way Pape Kenworth Northwest facility. The proposed site is located on the north side of S 320'h Street east of 1-5 on 7 parcels currently in un-incorporated King County that will be annexed into the City of Federal Way. 9051 Project Description 0106 ,Ct � 0105 �n 0005 The proposed Pape Kenworth Northwest facility would include the development up to 71,000 SF of building area. The proposed facility includes Pape Kenworth Northwest new truck sales, maintenance facility, offices, and a body repair shop. Access to the site would be provided via 2 driveways on 32nd Ave NE north of the existing traffic signal at 32nd Avenue S/S 320rh Street. RECEIVED MAR 0 6 2020 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8m Street, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Trip Generation Estimate Pape Kenworth Northwest, Federal Way Trip Generation The latest version of ITE's Trip Generation, does not include a comparable land use to the proposed Kenworth use. As a result, the trip generation estimate for the proposed project was based on an independent trip generation study completed at four existing Pape Kenworth facilities located in Washington, Oregon, and California. Site Address Buildin Area (SF) 1. Lakewood, WA 12507 Pacific Hwy SW 27,000 3. Bakersfield, CA 19414 Quinn Road 24,000 3. Portland, OR 550 NE Columbia Blvd 75,000 4. SeaTac, WA 20220 International Blvd. S. 33,125 Peak hour traffic counts were collected at the four existing Pape' Kenworth facilities on three consecutive weekdays in October 2019 (locotion #4) and January 2020 (locations #1-3j. Saturday data was also collected at locations # 1-3 in January 2020. A summary of the trip generation data collected at the four sites used to determine the trip generation rate is included in the Attachment A. The resulting trip generation rates from the trip generation study is shown in Table 1 below. Table 1 Existing Kenworth Facilities Trip Generation Study Results Directional Distribution Trip Rate' -Weekday Peak Hour Entering Exiting veil tri s11.000 SF AM Peak Hour 63% 37% 0.87 PM Peak Hour 37% 67% 0.87 Saturday Peak Hour 46% 54% 0.57 Note: 1. Based on trip data collected at four existing Pape Kenworth facilities located in WA, OR, and CA in October 2019 and January 2020. As shown in Table 1, based on the data collected at the four existing Pape Kenworth facilities, the derived AM peak hour trip generation rate is 0.87 trips per 1,000 SF, PM peak hour trip generation rate is 0.87 per 1,000 SF, and Saturday peak hour rate is 0.57 trips per 1,000 SF. Based on the above derived trip rates, the weekday peak hour and Saturday trips associated with the proposed 71,000 SF Pape Kenworth Northwest project is summarized in Table 2. Table 2 Proposed Pape Kenworth Northwest Federal Way Trip Generation Summary Trips Generated Imo.0 -- - to out Total Weekday AM Peak Hour 39 23 62 Weekday PM Peak Hour 23 39 62 Saturday Peak Hour 18 22 40 February 1P ge TENW 2 Trip Generation Estimate Pape Kenworth Northwest, Federal Way As shown in Table 2, the proposed Pape Kenworth Northwest project is estimated to generate 62 trips during the weekday AM peak hour (39 in, 23 out), 62 trips during the weekday PM peak hour (23 in, 39 out), and 40 trips during the Saturday peak hour 118 in, 22 out). The detailed trip generation calculations are included in the Attachment A. Since the project is estimated to generate less than 100 peak hour trips, the project would not be considered a major new development and a TIA would not be required. This trip generation information is also being used for the project traffic concurrency application. If you have any questions, please feel free to contact me at (425) 250-5003 or chin@tenw.com. cc: Bart Dickson, Cobalt Development ,Jeff Schramm, TENW Principal Attachment TENW February lP ge 3 Trip Generation Estimate Pape Kenworth Northwest, Federal Way ATTACHMENT A Pape Kenworth Trip Generation Trip Generation Estimate Pape Kenworth Northwest, Federal Way Pape Kenworth Existing Trip Generation Study Saturday Peak Hour Saturday Peak Hour Trips (1 /25/2Q20) Building Area Trip Rate Location In Out Total (SF)' (Trips/1,000 sf) Lakewood, WA 11 11 22 27,000 0.81 Bakersfield, CA 20 19 39 24,000 1.63 Portland, OR 2 8 10 75,000 0.13 TOTAL 33 38 71 126,000 0.56 46% 54% AM Peak Hour {Highest One Hour Between 7-9 AM Weekday AM Peak Hour Three Day Average Tuesday 1/28/2020 to Thursday 1/30/20201 Building Area Trip Rate Location In Out Total (SF)' (Trips/1,000sf) Lakewood, WA 16 8 24 27,000 0.89 Bakersfield, CA 20 15 35 24,000 1.46 Portland, OR 32 18 50 75,000 0.67 SeaTac, WA1 19 11 30 33,125 0.91 TOTAL 87 52 139 159,125 101.7 63% 37% PM Peak Hour (Highest One Hour Between 4-6 PM) Weekday PM Peak Hour Three Day Average Tuesday 1/28/2020 to Thursday 1/3012020' Building Area Trip Rate 1 Location In Out Lakewood, WA 7 12 Bakersfield, CA 12 23 Portland, OR 13 33 SeaTac, WA' 19 20 TOTAL 51 88 37% 63% Total (SF) (1 rips/1,000 19 27,000 0.70 35 24,000 1.46 46 75,000 0.61 39 33,125 1.18 139 159,125 0.87 Note: 1. Counts conducted at SeaTac location were conducted on Tuesday 10/1/2019 to Thursday 10/3/2019. Trip Generation Estimate Pape Kenworth Northwest, Federal Way Pape Kenworth Federal Way Note: Saturday trips based on a 1-day trip generation study at existing Pape Facilities in Washington, California, and Oregon. s AM and Peak hourtrips based on 3-day trip generation studies at existing Pape Facilities in Washington, California, and Oregon MEMORANDUM DATE: March 5, 2020 TO: Sarady Long City of Federal Way FROM: Jeff Schramm / Curtis Chin, P.E. TENW SUBJECT: Pape' Kenworth Northwest- Federal Way, WA Parking Assessment TENW Proiect No. 6011 fTENW Transportation Engineering NorthWest RECEIVED MAR 0 6 2020 CITY OF FEOERAJ- WAY COMMUNITY DEVELOPMENT This memorandum documents the parking assessment for the proposed Federal Way Pape' Kenworth Northwest facility. This parking assessment was completed to identify the parking stalls needed at the proposed Pape' site in Federal Way based on the parking provided at other similar Pape' Kenworth facilities currently in operation. The proposed site is located on the north side of S 320th Street east of 1-5 and west of 32nd Ave S, on 7 parcels currently in unincorporated King County that will be annexed into the City of Federal Way. 9054 m 9 321 Cd1CHA, �q•,,� y 9137xi 9137 D1:0 9 m f frr 9035 Jf/ 5`l 1 l Project Description S J.."M-.. j :)1 16, 1 The proposed Pape' Kenworth Northwest facility would include the development up to 71,000 SF of building area. The proposed uses include Pape' Kenworth Northwest new truck sales, maintenance facility, offices, and a body repair shop. Access to the site would be provided via the existing traffic signal at 32nd Avenue S/S 320ih Street. Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 i Parking Assessment Pape' Kenworth Northwest, Federal Way Parking Assessment The latest version of ITE's Parking Generalion, does not include a comparable land use to the proposed Pape' Kenworth use. As a result, the parking needed for the proposed project was based on parking provided at three existing Pape' Kenworth facilities located in Washington, Oregon, and California. Site Address Building Area (SFJ 1. Bakersfield, CA 19414 Quinn Road 24,000 2. Portland, OR 550 NE Columbia Blvd 75,ODO 3. SeaTac, WA 20220 Intemational Blvd. S. 33,125 The parking provided for staff and customers at the three Pape' sites was confirmed by on -site operators at each location, and compared to the total building area at each site. Based on this data, an average parking supply ratio of parking stalls per 1,000 square feet was derived. A summary of the parking data is provided next in Table 1. Table 1 Existing Kenworth Facilities — Parking Ratios Building Parking Parking Ratio Site Area Stalls stalls11,000 SF 1. Bakersfield, CA 24,000 SF 30 1.25 2. Portland, OR 75,000 SF 84 1.12 3. SeaTac, WA 33,125 SF 35 1.06 TOTAL = 132,125 sf 149 1.13 As shown in Table 1, based on the parking provided at the three existing Pape' Kenworth facilities, an average parking ratio of 1 .13 parking stalls/1000 SF building was derived. Based on this, the proposed 71,000 SF Pape' Kenworth Federal Way site would need 80 parking spaces �71,000 X 1.13/1,0001. cc: Quinn Closson, Pape' Group Bart Dickson, Cobalt Development VTENW March 5, 2020 Page 2 Ci Lakehaven RECEIVED WATER & SEWER DISTRICT MAR 0 6 2020 WATER CERTIFICATE OF AVAILAP �CITY OF F►EI)ERAI- WAY Lakehaven Water & Sewer District — Development Engineering SectWEVELOPMENT 31623 — 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Email: DE@Lakehaven.org * Telephone: 253-945-1581 or 253-945-1580 This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Water & Sewer District, at its sole discretion, reserves the right to delay, or deny, water service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR Q ❑ Building Permit-MFR () ® Building Permit -Other ❑ Subdivision () ❑ Short Subdivision () ❑ Binding Site Plan ® Boundary Line Adjustment ® Other (specify/describe) SEPA/Land Use Tax Parcel Number(s): 092104-90 8. -9139, -9140, -9160, -9 87. -9206. -9316 Site Address: 318XX — 32nd Ave S Ex. Bldg. Area to Remain: N/A sf New Bldg. Area Proposed: 52.000+/- sf LWSD GIS Grid: L-08 WATER SYSTEM INFORMATION 1. ❑ Water service can be provided by service connection to an existing " diameter water main that is approximately feet from the site. 2. ® Water service for the site will require an improvement to LWSD's water distribution system of: ® a. 15+ - feet of 8" &/or 12" diameter water main to reach the site; and/or ® b. The construction of a water distribution system on the site; and/or ❑ c. A major portion of LWSD's comprehensive water system plan would need to be implemented and/or constructed; and/or ® d. Other (describe): LWSQ Developer Extension Agreement re ui 3. ® a. The existing water system is in conformance with LWSD's Comprehensive Water System Plan. ❑ b. The existing water system is not in conformance with LWSD's Comprehensive Water System Plan and an Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits. 4. ® a. The subject property is within the corporate limits of Lakehaven Water & Sewer District, or has been granted Boundary Review Board approval for extension of water service outside of LWSD's water service area. ❑ b: Annexation or Boundary Review Board approval will be necessary to provide service. S. Water service is subject to: ® a. Payment of connection charges (to be determined by LWSD, for any new/modified service connection); ® b. Proof or reservation of easement(s) as required by LWSD; ® c. Other: LWSD Water Service Connection application re ulred F any newimodifird service connection. LWSD DE Aa reement #2 abov ro'ect must bg accepted by LWSD,prior Lo any ne d mesticirri ati n service connection c ivation s . Comments/special conditions: Service oressure(s)otentiall less thau.40 i3si indicated, Booster Pu o i II rec m need contact local build ing official and LWSD for re u irements & or a di 's nal I nformation. The nearest fire hydrant(s) will be on the Property (number & location TBD by fire marshal). Fire Flow at no less than 20 psi available within the water distribution system Is a minimum 22,500 GPM for two (2) hours or more. This flow figure depicts the theoretical performance of the water distribution system under high demand conditions. Fire flow rates greater than this may be accommodated through water distribution system improvements, contact LWSD for additional information. 578 Pressure Zone Est. Meter Elevation(s)-GIS: High 485+/-, Low 470+/- Est. Pressure Range at Meter(s) (psi): 37-52 I hereby certify that the above water system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBURY Titlq: DEVELQPMENT ENGINEERING SUPER-\/19 R Signature: Date: Pape Kenworth NW wtr.docx (Form Update 4/2/19) Page 1 of 2 Pape Kenworth NW wtr.docx (Form Update 4/2/19) Page 2 of 2 RECEIVED Lakehaven MAR 0 6 202 WATER & SEWER DISTRICT CITY UN TY (OE`V OEFtAL PMENT SEWER CERTIF Lakehaven Water & Sewer District — Development Engineering Section 31623 — 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Water & Sewer District, at its sole discretion, reserves the right to delay, or deny, sewer service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR () ❑ Building Permit-MFR () ® Building Permit -Other ❑ Subdivision () ❑ Short Subdivision () ❑ Binding Site Plan ® Boundary Line Adjustment ® Other (specify/describe) SEPA/Land Use Tax Parcel Number(s): 0221- 028 -9139 -9140 - 1 - 187 - 206 -9316 Site Address: 318XX - 32nd Ave S Ex. Bldg. Area to Remain: N/A sf New Bldg. Area Proposed: 52.000+/- sf LWSD GIS Grid: L-08 SEWER SYSTEM INFORVILMaN 1. ❑ sewer service can be provided by service connection to an existing " diameter sewer main that is approximately feet from the site and the sewer system has the capacity to serve the proposed land use. 2. ® Sewer service for the site wiil require an improvement to LWSD's sanitary sewer system of: ® a. 1.254 feet of 18" tWor 12" Wor 8" diameter sewer main or trunk to reach the site; and/or ❑ b. The construction of a sanitary sewer collection system on the site; and/or ❑ c. A major portion of LWSD's comprehensive wastewater system plan would need to be implemented and/or constructed; and/or ® d. Other (describe): LWSD Developer Extension (DE) Agreement eoulred Extend to far edge per LW5Ppo1lc_y. 3. ® a. The existing sewer system Is in conformance with LWSD's Comprehensive Wastewater System Plan. ❑ b. The existing sewer system is not in conformance with LWSD's Comprehensive Wastewater System Plan and an Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits. 4. ® a. The proposed site land use is within the corporate limits of Lakehaven Water & Sewer District, or has been granted Boundary Review Board approval for extension of sewer service outside of LWSD's sewer service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. S. Sewer service is subject to: ® a. Payment of connection charges (to be determined by LWSD); ❑ b. Proof or reservation of easement(s) as required by LWSD; ® c. Other: LWSD Sewer -Service Connection Pe i reaulmd. subject o completion of associated LWSD DE Aareementaroiec-1. Comments/speclal conditions: Fi nish floor eleva i less ha one -foot (11 above nearest upstregm ma n-hole potentiallyIndicated. Backwater Check Valve s e lall € ed con local kiln offec I f r r uiremen o a di Ion I informatio . I hereby certify that the above sewer system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBURY Title: DEVELOPMENT ENGINEERING SUPERVISOR Signature: Date: T Pape Kenworth NW swr.docx (Form Update 4/2/19) Page 1 of 2 Pape Kenworth NW swr.docx (Form Update 4/2/19) Page 2 of 2 klyl , 0-1- LONG SOUTH PROPERTY LINE 60, :P� Awl, - ba'kTHCAsi CORkER LQ KIN.G, IL J { R .�� {{..may � ;• r I Ak CITY OF Federal Way A. BACKGROUND 1. Name of proposed project, if applicable: Pape Kenworth NW — Federal Way Department of Community Development 33325 81h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www.ciiyoffederalway.com RECEIVED MAR 0 6 2020 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 2. Name of applicant: Quinn Closson Contact: Dan Balmelli Pape Properties Barghausen Consulting Engineers 3. Address and phone number of applicant and contact person: 355 Goodpasture Island Road Eugene, OR 97401 360-607-8178 4. Date checklist prepared: March 3, 2020 5. Agency requesting checklist: City of Federal Way 18215-72nd Avenue South Kent, WA 98032 425-251-6222 6. Proposed timing or schedule (including phasing, if applicable): Construction to start summer of 2020 or as soon as applicable permits are issued. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. There are no plans for activity beyond the scope of work outlined in this proposal. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. SEPA Checklist Technical Information Report Level One Downstream Analysis Wetland and Fish and Wildlife Habitat Assessment Report Wetland and Fish and Wildlife Habitat Assessment Plan Geotechnical Engineering Report Traffic Impact Analysis Bulletin #050 — October 17, 2016 Page 1 of 15 k:\Handouts\Environmental Checklist 0 CITY OF 'A Federal Way Department of Community Development 33325 81h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 w w w.c.i t V n l'['ederal wa v. cons Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. Annexation of the property to the City of Federal Way is in process. List any government approvals or permits that will be needed for your proposal, if known. Annexation by the City of Federal Way SEPA Determination by the City of Federal Way Process III Land Use Approval by the City of Federal Way Traffic Concurrency by the City of Federal Way Boundary Line Adjustment by the City of Federal Way Demolition Permits by City of Federal Way Building Permits by the City of Federal Way Plumbing/Electrical/Mechanical Permits by the City of Federal Way Right of Way Use Permit by the City of Federal Way Clearing and Grading Permit by the City of Federal Way Site Development Permit by the City of Federal Way Developer Extension for Water and Sanitary Sewer by Lakehaven Utility District Water Connection Permit by Lakehaven Utility District Sanitary Sewer Connection Permit by Lakehaven Utility District Right -of -Way Use Permit by Bonneville Power Administration NPDES Permit by Department of Ecology 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) The proposed project is located on an approximate 19.94-acre site located on the northeast corner of South 320th Street and 1-5. The project will construct a truck maintenance building with areas for office, showroom and parts warehouse and a separate structure to be used as a body shop. The project will also include storage area for trailers that arrive on the site in association with maintenance or repairs to the cab portion of the truck. Improvements and construction activities will include demolition of existing residential structures, grading, paved truck and trailer parking and maneuvering areas, stormwater facility, water and sanitary sewer extensions, landscaping, roadway improvements and franchise utility extensions. The site is currently undergoing an annexation process with the City of Federal Way. A boundary line adjustment will be processed to configure the seven existing lot to two or three separate lots. Bulletin #050 — October 17, 2016 Page 2 of 15 k:\Handouts\Environmental Checklist CITY OF Federal Way Department of Community Development 33325 81h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 %v ww.Citvof fede ral w ay.com 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The site is located on the northeast corner of South 320th Street and 1-5 and is within a portion of the southeast quarter of Section 19, Township 21 North, Range 4E, W.M. Tax Parcel Numbers: 092104-9028, 9139, 9187, 9140, 9160, 9206 and 9316 Bulletin #050 —October 17, 2016 Page 3 of 15 kMandoutsTrivironmental Checklist Ai�� CITY OF Federal Way B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site: Department of Community Development 33325 8`h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 w ww.c i tv� ('federal way.c n m (circle one): Flat, ratline hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? The eastern upland is level to gently sloping at 10 to 25 percent. The ground surface between the upland and lowland slopes down to the west, being steepest in the south with inclinations on the order of 35 to 42 percent with vertical relief of about 45 feet. The northern portion of this transitional slope is inclined down to the west at about 16 to 24 percent with vertical relief of 50 feet. The western lowland is generally level to gently sloping. From the toe of the transitional slope, the ground surface is inclined up to the west at about 10 percent or less. Total topographic relief across the site is on the order of 70 feet. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any agricultural land of long-term commercial significance and whether the proposal results in removing any of these soils. The USDA Natural Resource Conservation Survey (NRCS) Web Soil Survey maps most of the site, including the areas of proposed development, as being underlain by Alderwood gravelly sandy loam (AgB, AgC, AgD). An area in the western portion of the site (approximately the mapped wetland area) is mapped as underlain by Seattle Muck (Sk). The Alderwood soils are typically derived from glacial till or outwash and form on slopes of 0 to 8 (AgB), 8 to 15 (AgC) and 15 to 30 (AgD) percent. These soils are listed as having a "slight" (AgB), "moderate," (AgC), and "moderate to severe" (AgD) erosion hazard when exposed, and are included in hydrologic soils group B. Seattle Muck (Sk) is derived from grassy organic material, forms on level ground, does not have a listed erosion hazard, and is included in hydrologic soils group B/D, with the "D" designation typically for the deeper, unweathered more fine grained deposits. At the locations explored, we encountered somewhat variable subsurface conditions that partially differed from the mapped stratigraphy. In general, we encountered surficial materials, including undocumented fill, overlying glacial till and advance outwash. • Surficial Materials and Fill: -Topsoil thicknesses at the locations explored generally ranged between about 6 and 15 inches. Based on our site reconnaissance and subsurface explorations, the area north and west of the existing barn, including a steep slope with vertical relief of about 12 feet, appears to consist of loose fill material including manure. In the vicinity of the proposed pond, encountered about 3'/2 feet of silty sand with gravel and scattered construction debris underlying the topsoil, which we interpret as fill material. Weathered Soils: Underlying the topsoil, where encountered, we generally observed 1% to 3 feet of tan to gray silty sand with variable amounts of gravel in a medium dense, moist condition. We interpret these soils to be consistent with weathered glacial till and weathered outwash soils. Bulletin #050 — October 17, 2016 Page 4 of 15 k:\Handouts\Environmental Checklist 4 CITY OF Federal Way Department of Community Development 33325 8`h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 wwwx4 offederalway.rorn ■ Glacial Till: Underlying the topsoil and weathered soils, our explorations in the south and east portions of the site (upland area) encountered gray silty sand with gravel in a dense to very dense, moist condition. We interpret these soils to be consistent with undisturbed glacial till. • Advance Outwash: Underlying the weathered soils in the north and west portion of the site and the glacial till, our explorations encountered brown gravel soils in dense to very dense condition. We interpret these dense gravelly soils as consistent with advance outwash. d. Are there surface indications or historyof unstable soils in the immediate vicinity? If so, describe. We did not observe evidence of active or ongoing movement or slope instability at the time of our site visit. No areas of mass wasting or landslide deposits are mapped at the site by the geologic map or the Washington DNR Geologic Information Portal. No areas of active or ongoing were observed on the site. e. Describe the purpose, type, total area, and approximate quantities and total affected area of any filling, excavation, and grading proposed. Indicate source of fill. Approximately 69,000 cubic yards of cut and 93,000 cubic yards of fill material will be used to prepare site for future development. Approximately 17,000 cubic yards of stripping material is anticipated. Source of fill is unknown at this time but will be from an approved source. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. The soils mapped in the areas of proposed development are AgB, AgC, and AgD which have a slight, moderate, and moderate to severe erosion hazards when exposed, respectively. The AgD soil type is mapped underlying the northwest corner of the proposed development and underlying the more steeply sloping portion of the site to the west of the proposed development. In our opinion the potential erosion hazard can be mitigated by installing conventional construction BMPs prior to beginning construction. Properly installed and maintained BMPs should provide adequate erosion control for the disturbed areas of the site. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 65 percent of the site will be impervious surface upon project completion. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: A stormwater pollution prevention plan will be prepared per City of Federal Way standards and implemented during construction to control erosion impacts. Bulletin #050 —October 17, 2016 Page 5 of 15 k:\HandoutsTnvironmental Checklist i%� CITY OF Federal Way Department of Community Development 33325 8`h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www.cst yoffederalwny.com 2. Air a. What types of emissions to the air would result from the proposal during construction, operation, and maintenance when the project is completed? If any, generally describe and give approximate quantities if known. During construction, emissions from construction equipment would be present. Upon project completion, emissions from vehicular and truck traffic to and from the site would be present. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. Emissions from vehicular traffic on area roadways could be present but would not be anticipated to affect the project. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Construction equipment will comply with emission standards. No other specific measures are proposed. 3. Water a. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No streams, saltwater, lakes, or ponds are located in the project vicinity. One Category III wetland ("Wetland A") is located on the western portion of the subject property that extends offsite to the north. No other surface water exists on or in the immediate vicinity of the subject property. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach availableplans. Yes. The development project will require work within 200 feet of the onsite wetland. No direct wetland impacts will occur. Minor, administrative buffer averaging is proposed. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. No wetland or waterbody fill will occur. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No surface water withdrawals or diversions are proposed. Bulletin #050 — October 17, 2016 Page 6 of 15 k:\Handouts\Environmental Checklist Department of Community Development 33325 8`h Avenue South CITY of ---- Federal Way, WA 98003-6325 Federal Way 253-835-2607; Fax 253-835-2609 www.citvoffederalwa .coin 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. Per FIRM map panel 53033C1235, dated May 16, 1995, the site is not located in a 100-year floodplain. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No waste materials will be discharged to surface waters under this proposal. b. Ground Water: 1) Will groundwater be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well. Will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. No water will be discharged to groundwater under this proposal. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: domestic sewage; industrial, containing the following chemicals... ; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. No waste materials will be discharged to the ground. All sanitary sewer effluent will be collected and conveyed to Lakehaven Utility District's sanitary sewer system via a new sewer extension. c. Water runoff (including stormwater): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. The source of runoff will be stormwater from building rooftops and pavement areas. A portion of the stormwater will be collected and conveyed via storm pipe and catch basins to a wet/detention pond located on the southwest corner of the site for detention and water quality treatment prior to discharging to the existing drainage along 1-5. The remainder of the stormwater will be routed into rock infiltration galleries. 2) Could waste materials enter ground or surface waters? If so, generally describe. No waste material will enter ground or surface waters. Bulletin #050 — October 17, 2016 Page 7 of 15 k:\Handouts\Environmental Checklist Department of Community Development 33325 81h Avenue South CITY OF Federal Way, WA 98003-6325 Federal Way 253-835- t Fax 253-835-2609 www.ciw.rityo1'federalwa .cflm 3) Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. No, the existing drainage patterns will be maintained. d. Proposed measures to reduce or control surface, ground, and runoff water, and drainage pattern impacts, if any: A storm drainage plan will be designed per City of Federal Way standards and constructed for the development to reduce and control surface water impacts. 4. Plants a. Check the types of vegetation found on the site: X deciduous tree: [X] alder, [X] maple, aspen, other: cottonwood X evergreen tree: fir, [X] cedar [X], pine, other X shrubs X grass pasture crop or grain Orchards, vineyards or other permanent crops. X wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other X water plants: water lily, eelgrass, milfoil, other other types of vegetation: b. What kind and amount of vegetation will be removed or altered? Existing native and non-native vegetation will be removed as necessary for the construction of the proposed project. No impacts to proposed wetland buffer will occur. c. List threatened and endangered species known to be on or near the site. No threatened or endangered plant species are known to be on or near the subject property. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Native vegetation will be preserved within Wetland A and the associated buffer area onsite. Refer to Soundview Consultants LLC's wetland assessment and tree retention plan documents. e. List all noxious weeds and invasive species known to be on or near the site. Noxious weeds observed on or near the site include Himalayan blackberry, Scotch broom, and reed canarygrass. Bulletin 4050 —October 17, 2016 Page 8 of 15 k:\Handouts\Environmental Checklist 11 lt&am CITY OF Vft Federal llllray 5. Animals Department of Community Development 33325 81h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www.cit OILederalway.com a. List any birds and other animals which have been observed on or near the site or are known to be on or near the site. Examples include: X birds: hawk, heron, eagle, songbirds, other: X mammals: deer [X], bear, elk, beaver, other: mountain beaver [X], rabbit [X], rodents [X] fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened and endangered species known to be on or near the site. No threatened or endangered animal species are known to be on or near the subject property. c. Is the site part of a migration route? If so, explain. Yes, Washington State lies within the Pacific Flyway Migratory Route for certain birds that fly to and from the Arctic, along the Pacific seaboard, to South America during annual migrations. d. Proposed measures to preserve or enhance wildlife, if any: The western portion of the site and associated habitat for common urban wildlife species will not be impacted by the proposed development. No other specific measures are proposed. e. List any invasive animal species known to be on or near the site. No invasive animal species are known to be on or near the subject property. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas will be used for heating and electricity will be used for lighting and overall energy needs. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. It is not anticipated that the proposal would affect the use of solar energy by adjacent property owners. Bulletin #050 —October 17, 2016 Page 9 of 15 k:\Handouts\Environmental Checklist Department of Community Development 33325 8`h Avenue South MY or Federal Way, WA 98003-6325 Federal Way253-835-2607; Fax 253-835-2609 ►vww.citvoffederalwa .corn c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: The majority of the light fixtures will be LED type. The project will utilize high efficiency furnaces and water heaters. All work will conform to the most recent adopted edition of the Washington State Energy Code. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. None are known to exist to our knowledge. 1) Describe any known or possible contamination at the site frompresent or past uses. There is no known contamination at the site. 2) Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. None are known to exist to our knowledge. There is an existing underground gas line that extends within the 32nd Avenue South right-of-way along the project's east boundary. 3) Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. There will be no long term or operational storage of hazardous materials on site. During construction we do not anticipate any product or practice that will produce environmental hazards. Erosion control protections will be in place and carefully monitored. 4) Describe special emergency services that might be required. Other than fire, medical and police services already available in the area, no special emergency services are anticipated. 5) Proposed measures to reduce or control environmental health hazards, if any: During construction and development safety work plans and personal protective equipment will be utilized to prevent or mitigate the use of any (temporary) environmental hazards. MSDS sheets will submitted for all solvents or mastics to be utilized during construction. Excavations will have air quality monitoring to ensure worker access to healthy air in trenches. Bulletin #050 —October 17, 2016 Page 10 of 15 k:\Handouts\Environmental Checklist CITY Dr Federal Way b. Noise Department of Community Development 33325 81h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www.cilvoffederalway.com 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Noise from vehicular traffic in the area could be present but would not be anticipated to affect the proposed project. 2) What types and levels of noise would be created by or associated with the project on a short- term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. On a short-term basis, noise from construction equipment would be present from approximately 7 am to 6 pm, Monday — Friday. On a long-term basis, noise from vehicular traffic to and from the site would be present daily. 3) Proposed measures to reduce or control noise impacts, if any: Construction equipment will meet noise ordinance requirements. The use of perimeter landscaping will help to reduce and control noise impacts generated by the completed development. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Will the proposal affect current land uses on nearby or adjacent properties? If so, describe. The site contains vacant land and residential structures. 1-5 is located to the west and South 320th Street is located south of the site. Vacant land and residential uses are located to the east and north of the site. b. Has the project site been used as working farmlands or working forest lands? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result of the proposal, if any? If resource lands have not been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or nonforest use? The site has not been used as working farm or forest land to our knowledge. 1) Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how: There are no working farm or forest lands in the vicinity of the site. c. Describe any structures on the site. Residences and associated outbuildings are located on the site. Bulletin #050 — October 17, 2016 Page 11 of 15 k:\Handouts\Environmental Checklist CITY OF 'A Federal Way d. Will any structures be demolished? If so, what? Department of Community Development 33325 8`h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www..cityoffederalway.com All structures will be removed as part of the proposed project. e. What is the current zoning classification of the site? The site is outside of the city boundaries however, an annexation is in process and the city is assuming for review of this application that the site will be located in the BC — Community Business zone. f. What is the current comprehensive plan designation of the site? BC — Community Business g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as a critical area by the city or county? If so, specify. "Wetland A" on the western portion of the subject property has been classified as a Category III wetland by the City of Federal Way. Refer to Soundview Consultants LLC's wetland assessment for additional information. i. Approximately how many people would reside or work in the completed project? Approximately 45 persons will work at the completed facility j. Approximately how many people would the completed project displace? No persons will be displaced. k. Proposed measures to avoid or reduce displacement impacts, if any: No specific measures are proposed. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, ifany: The site will comply with the BC zoning designation and City of Federal Way design standards. in. Proposed measures to reduce or control impacts to agricultural and forest lands of long-term commercial significance, if any: There are no working farm or forest lands on or near the site. Bulletin #050 — October 17, 2016 Page 12 of 15 k:\Handouts\Environmental Checklist 1 0TY 4F Federal Way 9. Housing Department of Community Development 33325 81h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www x it voil cde ral wa v.eo m a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing. N/A b. Approximately how many units, if any, would be eliminated? Indicate whether high-, middle-, or low-income housing. Two low-income single family residences are located on the site. c. Proposed measures to reduce or control housing impacts, if any: No specific measures are proposed. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? Ridge of main building will be approximately 32 to 34-foot above finished floor. Principal exterior building material will be metal siding. b. What views in the immediate vicinity would be altered or obstructed? Views from adjacent properties would be altered but none are anticipated to be completely obstructed. c. Proposed measures to reduce or control aesthetic impacts, if any: The project will incorporate City of Federal Way "design guidelines" to reduce the bulk of the building, modulate and break up the facades and to provide composition of building materials and overhangs to express the primary entry. Perimeter and parking lot landscaping will be incorporated to soften the edges of the development per current zoning code requirements. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Glare from window glass could be present during the day. Light or glare from vehicular traffic to and from the site and from lot lighting could be present at night. b. Could light or glare from the finished project be a safety hazard or interfere with views? It is not anticipated that light or glare from the proposed project would be a safety hazard. Bulletin #050 — October 17, 2016 Page 13 of 15 k:\Handouts\Environmental Checklist Department of Community Development 1111111;k 33325 8`h Avenue South CITY OF Federal Way, WA 98003-6325 Federal Way 253-835-2607; Fax 253-835-2609 w►vw.citvnfTederalu ay. r - c. What existing off -site sources of light or glare may affect your proposal? Light from vehicular traffic on area roadways would be present but would not be anticipated to affect the proposed project. d. Proposed measures to reduce or control light and glare impacts, if any: Lot lighting will be shielded and directed towards the project site and building glass will be non -glare. No other specific measures are proposed. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? There are no recreational opportunities in the immediate vicinity. The site is located in close proximity to shopping, theaters and restaurants. b. Would the proposed project displace any existing recreational uses? If so, describe. No recreational uses will be displaced. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: No specific measures are proposed. 13. Historic and Cultural Preservation a. Are there any buildings, structures, or sites, located on or near the site that are over 45 years old listed in or eligible for listing in national, state, or local preservation registers ? If so, specifically describe. There are not structures on or near the site to our knowledge. b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation? This may include human burials or old cemeteries. Are there any material evidence, artifacts, or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identify such resources. None are known to exist on the site to our knowledge, however, if any cultural artifacts are discovered during project construction, the proper agencies will be contacted. Bulletin #050 — October 17, 2016 Page 14 of 15 k:\Handouts\Environmental Checklist Department of Community Development 33325 8`h Avenue South CITY of Federal Way, WA 98003-6325 Federal Way253-835-2607; Fax 253-835-2609 www.c i nrof fede rat way.com c. Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the department of archeology and historic preservation, archaeological surveys, historic maps, GIS data, etc. No assessment has of yet been prepared for the site however, according to the Washington Information System for Architectural and Archeological Records Data (WISAARD), there are no cultural or historic resources on or near the site. d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. No specific measures are proposed, however, if cultural artifacts are found on site during construction, the proper agencies will be notified. 14. Transportation a. Identify public streets and highways serving the site or affected geographic area and describe proposed access to the existing street system. Show on site plans, if any. The project is generally bound by 1-5 to the west, South 320th Street to the south and 32nd Avenue South to the east. Access to the site would be provided via two driveways on 32nd Avenue South. b. Is the site or affected geographic area currently served by public transit? If so, generally describe. If not, what is the approximate distance to the nearest transit stop? Yes, the site is currently served by public transit. King County Metro bus stops are located on South 320th Street east of 32nd Avenue South. c. How many additional parking spaces would the completed project or non -project proposal have? How many would the project or proposal eliminate? Approximately 90 parking stalls will be provided. No parking will be removed. d. Will the proposal require any new or improvements to existing roads, streets, pedestrian, bicycle or state transportation facilities, not including driveways? If so, generally describe (indicate whether public or private). Yes, frontage road improvements will be completed along South 320th Street and 32nd Avenue South as part of the proposed project. e. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. M Bulletin #050 —October 17, 2016 Page 15 of 15 k:\Handouts\Environmental Checklist Department of Community Development 33325 8`h Avenue South CITY OF 4A Federal Way, WA 98003-6325 Federal flay 253-835-2607; Fax 253-835-2609 www.rit offe:deralway.com f. How many vehicular trips per day would be generated by the completed project or proposal? If known, indicate when peak volumes would occur and what percentage of the volume would be trucks (such as commercial and nonpassenger vehicles). What data or transportation models were used to make these estimates? Based on results of an independent trip generation study of 4 existing Pape Kenworth facilities located in WA, OR, and CA the project is estimated to generate 8,230 new weekday daily trips (4,115 entering, 4,115 exiting). Peak hour volumes are expected to occur between 3:30 and 4:30 PM. Truck trips are expected to account for 22% of the total daily trips. g. Willthe proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area? If so, generally describe. There are no farm or forest lands near the site to our knowledge. h. Proposed measures to reduce or control transportation impacts, if any: Proposed measures to reduce or control transportation impacts include the payment of transportation impact fees. The payment of transportation impact fees will help pay for capital improvements that are needed to serve new development. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally describe. Yes, the project could create an increased need for public services. b. Proposed measures to reduce or control direct impacts on public services, if any. Construction of a new fire line service and new fire hydrants, payment of system development charges, if applicable, and payment of traffic impact fees will reduce impacts to public services. 16. Utilities a. Circle utilities currently available at the site: lectricit atural Qas, Ovate , -efuse sei�-icj ele hon , sanitary sewer, septic system, other _ Bulletin #050 — October 17, 2016 Page 16 of 15 k:\Handouts\Environmental Checklist Department of Community Development 33325 81h Avenue South CITY of Federal Way, WA 98003-6325 Federal Way253-835-2607; Fax 253-835-2609 www.cit effedera way.com b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Electricity: Natural Gas: Water: Sanitary Sewer: Telephone: Cable: Refuse Service: C. SIGNATURE Puget Sound Energy Puget Sound Energy Lakehaven Utility District Lakehaven Utility District CenturyLink Comcast Waste Management The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. f Signature: Name of Signee: Daniel K. Balmellii, P.E. Position and Agency/Organization: Executive Vice President Bar hausen Engineers Date Submitted: March 6, 2020 Bulletin #050 —October 17, 2016 Page 17 of 15 k:\Handouts\Environmental Checklist H.G. KIMURA ARCHITECT, PIAC March 6, 2020 Pape Kenworth Northwest NE Corner I-5 and 320t" Street Federal Way, WA COMMUNITY DESIGN GUIDELINE NARRATIVE: Howard G. Kimura, Principal RECEIVED MAR 0 6 2020 CITY OF FEDERAL WAY COMM UNIT( DEVELOPMENT FWRC 19.115.010(2) - CPTED - Crime Prevention thru Environmental Design Principles: Refer to the "Crime Prevention thru Environmental Design Principles (CPTED) Checklist" attached to . this submittal package. It will cover natural surveillance, Access Control, Ownership issues. STATEMENT OF ARCHITECTURAL DESIGN INTENT: The proposed project is a large industrial facility that is located within the BC, Community Business Zone. The use is "Truck sales, service and repair" business and is an approved outright use . The gross land area is 21.43 Acres and if removing the areas for public dedication, critical areas or retention/detention areas, the net land area is 13.66 acres, a reduction of 7.77 acres or we might say 63% usable land area. In addition to this, we have the BPA overhead transmission easement and this further encumbers the site whereby no building structures can occur below the easement lines. The easement occupies about 4.15 Acres in addition to the above encumbrances, reducing the "buildable" land area to 9.51 acres or we might say 44% net buildable land area. The area under the easement can be used for vehicle parking, so this particular use takes advantage of the site restrictions and will fit well within this area of the city. The site will have large expanses of paved surfaces to accommodate 65-68' long trucks (cab length 23- 25', trailer length 40-43'). There will be large turning radii required to accommodate these trucks, in addition to garbage and fire truck access. In addition, the site is considered "hilly" and with trucks that tow what is referred to as "low boy" trailers, the surface of the pavement is sensitive to grade changes that could cause the trailers to scrape the pavement. These low boy trailers sit 6-7" above the road surface so the heavy equipment center of gravity stays as low as possible. The site was re -graded relatively flat with uniform slopes for this reason. The building will be composed of warm, earth tone (tanibrown) colors. There will be two buildings onsite; Building A along north side of the site for the Kenworth office/showroom and maintenance shop; Building B, at the southeast corner to house body shop bays. The buildings will have a split -faced tan wainscot to 3'4" above finished floor. The body of the buildings will have articulated metal siding or smooth -faced metal panels as shown on the material sample board and exterior elevations. The metal trim, doors, storefront, canopies will be dark brown and the primary Pape Kenworth NW Design Guidelines March 6, 2020 Page 2 body of the metal siding will be tan. There will be a yellow horizontal accent stripe on both buildings. Additional building signage will be added to the elevations to express entry. The showroom will have full height glass on south and west walls and will have an overhead door to allow a Kenworth truck cab to enter and park for advertising within the showroom. The trash enclosures will be constructed out of split -faced cmu block to match the building. The gates will have steel structure with a articulated metal siding to match the building body. Dark brown coping and metal gates will match the building. Large expanses of the building will be broken up with these horizontal lines that are separated by material, color or textural changes. End Statement of Architectural Design Intent FWRC 19.115.050 - SITE DESIGN (1) General Criteria: (a) Natural Amenities: Subject site layout has been heavily influenced by Bonneyville Power Administration (BPA) power lines and easements along the south side of the site. The large easement bisects the site in a northeasterly angle as shown on the site plans. The building layouts and grades were dictated by this massive easement. Along the west side, there are varying degree of slopes and at the bottom of this are wetlands that are designated on the site plan. The wetland and buffers will be retained as a natural amenity and would be visible from both I-5 and from the site. Within this naturally occurring landscaped area are groupings of both evergreen and deciduous trees. Although we show a buffer reduction of 972 sf, there is a buffer addition of 1589 sf along the west side of building A. (b) Pedestrian Areas: To the extent feasible for an approved outright "industrial use," we have incorporated many pedestrian plazas with bench and table seating and textured concrete surfaces with areas of landscaping to soften the edges. This also created an inviting entrance to the customers. (c) Pedestrian Areas: Pedestrian plazas has been strategically placed at the primary building A entrance and building B entrance to bring attention to all new and existing users. It is easily seen and draws the eye to the primary entrance for all new customers. (d) Overall Design Continuity — The building will have a split face CMU wainscot from finished floor to 3'-4" and metal siding above to the building eave. The bottom of window sills will align with the top of cmu wainscot. The trash enclosures will have the same split -face cmu wall that matches the base of the building. The body shop will also have the same wainscot to match. Pape also has their signature yellow paint band that integrates with their building wall signage. At the building entry, there will an overhang and two 24" diameter columns to express "Entry." (e) Physical Features: Both the primary building A and body shop building B are very visible from the 32nd Avenue South. Although we will have a 6' to 8' height, black vinyl -coated chain link fence at the perimeter of the facility, majority of areas on -site will be visible. (f) Access Control: The site will have a 6' to 8' high perimeter black vinyl -coated chain link fence with gates at the driveway approaches. Only building managers will have access to open the gates in the morning and close at night. Manager's or those assigned will typically be in a passenger 18012 West Lake Desire Drive Southeast ■ Renton, Washington 98058 ■ Tel: 425.766.5000 ■ Fax: 425.271.2383 + email: hgkimura@comcast.net Pape Kenworth NW Design Guidelines March 6, 2020 Page 3 car and 25-27' queue depth should suffice for them to park, get out, open the gate, then drive in without blocking any traffic along 32"d Ave S. (g) Utilize Site Design that Reflects Ownership: Property will be completely surrounded by a 6' to 8' height black vinyl -coated chain link fence and will be primarily paved on -site with 3/4 street improvements. Site will be surrounded by a landscape buffer and will be maintained; 15' along 32"d Ave S. and 5' along all north, west and south perimeters. The Owner of the facility has their own clientele to make sure the image of the facility meets their minimum standards. (2) Surface Parking Lots: Site and landscaping for parking lots will conform to the current chapter 19.125 of the Federal Way Revised Code. This is an industrial facility that sells and maintains Kenworth trucks and will require wide turning movements due to accommodating 65-68' long trucks. This site has several ways in and out. Majority of incoming truck traffic will have clearly delineated and controlled areas to enter along the south driveway and check into the facility along the west side of Building A with a canopy overhang. For Pac-Lease customers, they will enter along the north driveway and check in along the north side of building A under the canopy overhang. All driveway to entry areas are visible from the right-of-way (3) Parking Structures: Not Applicable (4) Pedestrian Circulation and Public Spaces: (a) Primary entrances: Primary entrance is clearly visible from 32"d Avenue South along south side of the primary building A. Accessibility from parking stalls and pedestrian plazas to building entries will be provided. All accessible stalls will be placed adjacent to the building to eliminate the need for accessible walks from crossing the drive aisles. Building B will have accessible stall along the north side adjacent to the primary entrance. (b) Pedestrian Pathways & Areas: Accessible stalls have been places against the building to avoid pathways into the vehicular way. (c) Pedestrian Connections: Due to on -site grades, each building will have an accessible stall with an accessible path to the primary entrance of each building A and B (d) Bike Racks — Project includes bike racks at the entrance to each building. 6 bikes at building B and 12 bike capacity at building A. Refer to pedestrian plazas for locations. (e) Outdoor Furniture: On -Site furniture, lighting, freestanding signs, benches trash receptacles and fencing has been incorporated into the design. Majority of furniture items will be located at the building entry plaza areas (5) Landscaping: 15' wide landscape screen along 32"d Avenue South and 5' along the north, west and south property lines will be provided at the property perimeter. At passenger parking stall areas, parking lot landscaping will be provided as shown. Refer to Landscape plan. (6) Commercial Service and Institutional Facilities: All outdoor trash enclosure areas will be screened with 6' height cmu walls along with Type III screening, minimum 5' wide to soften the 18012 West Lake Desire Drive Southeast ■ Renton, Washington 98058 • Tel: 425,766.5000 • Fax: 425.271.2383 ■ email: hgkimura@comcast.net Pape Kenworth NW Design Guidelines March 6, 2020 Page 4 edges per FWRC 19.12.040. The split faced cmu will match the building wainscot. If Trash enclosure is larger than 175 sf, then a roof will be provided to keep rain out along with an interior drain that runs to sanitary sewer. Currently, there is one trash enclosure for each building and each at 173 sf in size. Since this is commercial service, location of trash enclosures are placed to provide maximum circulation for truck turning radii and minimum visibility by placing enclosures furthest from the road or on the backside of the building. Electrical transformers will be screen with type I landscape screen if located in the front yard. Location of transformers to be determined. (7) Lighting: See Site Photometric. Lights have been strategically placed to illuminate key portions of the site via building wall -mounted lights and 25' to 30' high pole lights, subject to BPA review and comment within their easement area. By directing sharp cut-off lights toward to interior of the site, this will mitigate light spillage offsite as illustrated by the foot-candle layout attached. 19.115.060 - Building Design — All Zoning Districts (1) General Criteria: (a) Natural Topography: Natural topography is being used, however has been heavily influenced by Bonneyville Power's (BPA) 262.5' wide overhead easement in which absolutely no building or building overhangs may be constructed within this easement. Additionally, we have wetlands to the west and we have utilized this are for storm detention facilities and retained the wetland and buffers toward the west, minimizing modifications to this buffer and attempting to meet the Owner's minimum programmatic needs for office and shop space. Between the wetland buffers, steep slopes, detention facilities and BPA/Construction Easements, the site is encumbered by 37%. Due to the "Low Boy" Trucks entering and exiting the site, (Low boy trucks have trailers that ride approximately 6-7" above the paved surface to provide easy access for large, heavy equipment such as backhoes and larger tractors/blades), we had to match grades at 32nd Avenue South at the driveways and level out the site as much as possible to provide a flat paved area that the low boy trucks could enter and exit without scraping bottom. This dictated the building layout to occur on the north side and hugs the east side adjacent to 32nd Ave S. to maintain as much distance from the wetlands and steep slopes to the west. The layout also carves the paved parking surface around the NW Corner to mitigate steep slopes, high retaining walls and structural fill. Building B, the body shop is independent from the main facility due to their separate operation due to the BPA overhead easement as mentioned above. It was programmatically require to have 5-6 drive - through bays and is currently within 1' of the BPA overhead easement. (b) Building Siting: Due to the above, building A siting was limited to the northeastern portion of the site and we are not aware of any views being obstructed that were designated by the comprehensive plan or other adopted plans or policies. Building B was limited to the SE corner of the site and is 9' lower in grade from the primary building due to natural topography. No viewpoints blocked that we are aware of designated by the comprehensive plan or other adopted plans/policies. (c) Materials and Design Features of Fences and Walls: The Trash enclosure walls will reflect the split -face cmu wainscot on the building and the retaining walls along the NW and West sides will be 18012 West Lake Desire Drive Southeast • Renton, Washington 98058 ■ Tel: 425.766.5000 0 Fax: 425.271.2383 ■ email: hgkimura@comcast.net Pape Kenworth NW Design Guidelines March 6, 2020 Page 5 constructed out of a similar split faced "key -stone" wall that will emulate the split -faced cmu on the building or 3-4 man rockery that will reflect the natural forest -like setting to the west. (2) Building FaVade Modulation: All building facades are required to have 2 of the four options listed in this section. Following are options used for each elevation for Primary Building A: BUILDING A: OFFICE AND SHOP North Elevation Shop: • Option c, contains a canopy, 15' deep ■ Option d, pedestrian plaza northeast side parts warehouse, 1662 sf /56,672 sf = 2.9% (shares East side Parts Warehouse) North Elevation Office/Showroom/Parts: Building length of 56' on each side, < 60 feet, no modulation required South Elevation: • Option c, Canopy 5' deep x 128' long on 212' long elevation; 128/212 = 60% • Option d, Pedestrian Plaza, (2) SWC and Entry canopy, 471 sf+505 sf = 976 sf /56,672sf bldg.= 2% (> 1 %, ok) 1 West Elevation Showroom/Office: • Option c, canopy, 15' deep across entire elevation ■ Option d, pedestrian plaza north side office, 1475 sf /56,672 sf = 3% (shares West side Shop) West Elevation Shop: • Option c, canopy, 15' deep across entire elevation • Option d, pedestrian plaza north side office, 1475 sf /56,672 sf = 2.6% (shares ped. Plaza with west side Office) East Elevation Parts Warehouse: • Option b, landscape screen, 8' wide at base of building with type II screen • Option d, pedestrian plaza Southeast Corner at side parts warehouse, 717 sf /56,672 sf =1.3% East Elevation Shop: ■ Option c, canopy, 15' deep across entire elevation • Option d, pedestrian plaza north side parts warehouse, 1662 sf /56,672 sf = 2.9% (shares East side Parts Warehouse) BUILDING B — BODY SHOP: B - North: 18012 West lake Desire Drive Southeast ■ Renton, Washington 98058 ■ Tel: 425.766.5000 v Fax: 425.271.2383 • email: hgkimitra@comcast.net Pape Kenworth NW Design Guidelines March 6, 2020 Page 6 ■ Option c, contains a canopy, 15' deep • Option d, pedestrian plaza northeast side of building, 573 sf (1% of 140,000 sf = 140 sf or 200 sf min landscape island) B - West: • Option b, landscape screen, 8' wide at base of building with type II screen • Option d, pedestrian plaza Southwest corner of building, 200 sf min. (1% 14,000 sf =140 sf or 200 sf min) B - South: • Option c, contains a canopy, 15' deep • Option d, pedestrian plaza Southeast side of bldg., 602 sf (Shares plaza with east Elevation) B - East: Option b, landscape screen, 8' wide at base of building with type II screen (shares portion of 15' landscape screen, however turns into a type II screen at 8' from bldg.) Option d, pedestrian plaza Southeast corner and Northeast corner of building. Plazas are both double size of 200 sf minimum, so one can share the east elevation with either north or south elevation (3) Building Articulation & Scale: Items incorporated under section (b) area as follow: • Elevations will have items o ii, window openings with metal trim, o vi architectural overhangs/projections/canopies/ awnings o vii material variations such as emu brick veneer from finished floor to 3'4 a.f.f., metal siding texture and metal color banding around the building to break up mass of facades. o Viii Landscaped public plazas for sitting, eating and several have rooms for vendor carts (4) Methods to reduce building massing: (2) Project utilizes two primary building masses to bring the massing down in size. 19.115.070 Building and Pedestrian Orientation: All Zoning Districts: (a) Building A length aligns with 32rid Avenue South. The primary entrance is along the south side of the building since Truckers will enter off of the south driveway and head to the west side of the check -in canopy. Passenger cars and office workers will enter the site and will be able to see the entrance from the south driveway along 32nd Avenue South. Building B aligns with 32nd Ave S and primary entry is along NE Corner. As primary customers enter the south driveway, they will check into the main building, then be directed to the body shop to the south where entry is clearly visible. (b) Building A pedestrian plazas have been located at the four corners of the office/showroom/parts warehouse building for use by employees. Pedestrian plazas on Building B are located strategically at the entry and southeast and southwest sides to allow for seasonal sun or shade depending upon the season. 18012 West Lake Desire Drive Southeast ■ Renton, Washington 98058 + Tel: 425.766.5000 w Fax: 425.271.2383 ■ email: hgkimura@comcast.net Pape Kenworth NW Design Guidelines March 6, 2020 Page 7 (c) Visual transparency along SW corner of building A will be provided into the showroom / office / Entry area. Other areas are not intended to have transparency. Building B will have visual access to the primary entrance and some glass in the overhead doors for natural lighting. (d) Two buildings will be provided on -site however are separated by a grade difference of approximately 9' due to existing terrain and matching grades along 32"d Avenue South. The Body Shop building at the SE Corner of the site is an independent business for fixing bodies of truck cabs and the maintenance shop to the north is used to mechanically maintain existing customers trucks. A pedestrian path has not been provided since the path would not be accessible. Per IBC 1104, this section does not mandate connection especially if it has a vehicular way not accessible by pedestrians per 1104.2, exception 2. On this particular site, we do not wish to encourage pedestrian traffic within a high vehicular use site with large trucks. 19.115.090 District Guidelines: (a) Building A: Majority of passenger vehicle parking are located along the south side of the building in front of the primary entrance to the office/showroom area. There will also be parking along the rear (west) and front (East). Building B will have employee parking for 6 stalls along north side of building adjacent to the primary building. (b) Primary building entrance at building A will be located along the south side and will be visible from North bound traffic along 32"d Ave S. Majority of customer traffic will enter from S. 320"' Street, turn North bound onto 32"d Ave. S. Primary building entry will have an entrance canopy, awning with glass windows below along with building wall signs above the main entry to express entry, making this an easily identifiable location for new and existing customers. Building B will have primary building entrance along Northeast corner, visible from 32"d Ave S and from the primary building A and will have windows, canopy overhangs and signage to express entry. (c) Entry — Both building A and B will have transparent glass and small pedestrian scale overhangs/plazas for both emphasizing entry and providing weather protection. (d) Both building A & B will have ground floor entry plazas that exceed the minimum areas and will provide seating, garbage containers and bike racks. Certain plazas will be populated with concrete tables per site plan. (e) No Ground -level mirror /reflected glass will be used on either building A or B. (f) Entire facility will be surrounded by 6'-8' chain link fencing that will have black vinyl coating with black powder coated posts primarily for security purposes. End of Design Guideline Review 18012 West Lake Desire Drive Southeast • Renton, Washington 98058 ■ Tel: 425,766.5000 ■ Fax: 425.271.2383 • email: hgkimtira@comcast.net RECEIVED 41k CITY OF '0';:tS=P Federal Way Pa a Kenworth NW NEC 1-5 and S. 320th Street Federal Way. WA 98001 MAR 0 6 2020 ,IV or n1olEa&WIREPARTMENT OF COMMUNITY DEVELOPMENT MUNR { DLOPMEN� 33325 $'' Avenue South GOM Federal Way, WA 98003 253-835-2607;Fax 253-835-2609 www.cit offederalwa .coni March 6, 2020 Crime Prevention Through Environmental Design (CPTED) Checklist Directions Please fill out the checklist to indicate which strategies have been used to implement CPTED principles in your proposed project. Please check all strategies that are applicable to your project for each of the numbered guidelines. You may check more than one strategy for each guideline. Your responses will be evaluated by city staff, and will be integrated into the site plan and/or building permit review process. Section and Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Section 1.0 Natural Surveillance 1.1 Blind Corners Avoid blind corners in pathways and parking lots. Facility is very open and no blind comers are in pathways or in parking lot areas Ij Pathways should be direct. All barriers along pathways should be permeable (see through) including landscaping, fencing etc. ■ No Barriers are on any pathways Consider the installation of mirrors to allow users to see ahead of them and around corners. e Not applicable or needed Other strategy used: y�� n�E iuf �a prn!n?Ihicl tt e np amanf E dredS o�ieei away Evaluation for Agency Use Only ❑ Conforms ❑ Revise ❑ NA Comments: 1.2 Site and Building Layout ❑ Conforms Allow natural observation from the street to the use, from the ❑ Revise use to the street, and benveen uses ❑ NA Wyout 4 vary opep frgm,street.ta building and hom building to street, Bldg A to Bldg B Comments: Bulletin #022 —January 1, 2011 Page 1 of 9 k:\Handouts\CPTED Checklist Section and ✓ I Functional Area Performance Performance Standard Standard Strategy a Applicable during Site Plan Review A Applicable during Building Permit Review Orient the main entrance towards the street or both streets on For Non -Single corners. ■ Family Both entrys from building A and B are visible from 32nd Avenue S. Development Position habitable rooms with windows at the front of the ® dwelling. ■�ya a dwelling poll; however, since the site is quite apeq, anyone . jn udmg.saNe#lanoal cameras if used, approaching the buil Ing will nnbe very si le rom ar distances. Access to dwellings or other uses above commercial/ retail development should not be from the rear of the building. ■ Not a dwelling. Aocess to entrys are riot from the rear of building Offset windows, doorways and balconies to allow for natural observation while protecting privacy. ■ n i �`ini an�exnress en Locate main entrances/exits at the front of the site and in view of the street. ■ Front en�ys for PId A&B are oriented toward 32nd Avenue S. and are v8ry visiblegfrom the street For Commercial/ Retail/ Industrial If employee entrances must be separated from the main and Community entrance, they should maximize opportunities for natural Facilities s ye.jlapce From th street. ■ ly+falonty of passenger pa.r nails argil from a so and ten emse v s or gimp ogees IntMAs�t�t I gvnfif Ac ents, administration/offices should be located at the front of the building. ■ ad �nl ntilhsotf oe eare to as for Avoid large expanses of parking. Where large expanses of ❑ For Surface parking are roposed, provide surveillance such as security ar a ax s of paved r 'nn� are essential Co iris induslria! fa�{li cameras. ■thetgCate�s bg ��hks for maintenance and hod Parking and O IOng nolh safes, shop work. visual unnilance and toe, dog will ke inifuders.out t�urin came ras maybe in the fobs Parkin g the posed hours osf opera6bn 5urve�anCe to orotect the secureed site. Structures ❑ Access to elevators, stairwells and pedestrian pathways should be clearly visible from an adjacent parking area. ■ Fr bath buildi &B, the pedestrian pathways are adjacent to the parking stalls antl are clearly vvibie ❑ Avoid hidden recesses. ■ No hidden recesses in this development. ❑ Locate parking areas in locations that can be observed by adjoining uses. ■ pdaa��v Obs�nrabl�rom the oce areas oruthde s�reetnd are Open spaces shall be clearly designated and situated at For Common/ locations that are easily observed by people. Parks, plazas, Open Space ❑ common areas, and playgrounds should be placed in the front Areas of buildings. Sh in.Acintle�r and stliiq s idlar uses should . face streets. )■ a e des revies uid Fines pt or e 9 to roe the rr al s provides o as in nt o the buil na at tie o mery en Other strategy used; NA ■❑ Evaluation for Agency Use Only Bulletin #022 — January 1, 2011 Page 2 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy N Applicable during Site Plan Review e Applicable during Building Permit Review 1.3 Common/Open Space Areas and Public On -Site Open ❑ Conforms Space ❑ Revise Provide natural surveillance for common/open space areas. ❑ NA Cc mor3 pugliC piax� areas are adlaiBent to !ha building and are either visible from Comments: the buifdmp ur iram 32nd Avenue 5 for natural surve�7ia�ce Position active uses or habitable rooms with windows adjacent ® to main common/open space arreas, e.g. playgrounds, i�in' ov�s in fi eoanlc �tseat+�cirdom ode u7l�goa a�tetnei to a ens aned'w have direct ussibikty to tlleardpsratrans. "lot he p1VV comer, a{ea is setur@re urth@r with a seoondary Hate ac s Dane oersonnel to oontroi vehicles m tho yard. Design and locate dumpster enclosures in a manner which © screens regfus##e�� containers but avtoeiids providing opportunities to hide. ■ {Dom trie scree a thar �a�and tha Itra hen ossutrsa' �d A Is�ocat'ed bon t 1�@west side o the ui ino to conceal tom oubitc ar@a . Locate waiting areas and external entries to elevators/stairwells ® close to areas of actor uses to make them visible from the r both Brea A V plazas are clearly visible from the entry building entry. e fo [N] L%A$ �%� M �}bg&M Shcoq with tables, garbage cans, bike racks. Other strategy used: NA 1.4 Entrances ❑ Conforms Provide entries that are clearly visible. ❑ Revise Entrys for both Bldg A&B are clearly visible from both entrys of Bldg A&B ❑ NA Comments: Design entrances to allow users to see into them before entering. ■ ii.trys for building A&B are visible before entering from parking Entrances should be clearly identified (Signs must conform to ❑ FVWRC 19.140.060. Exempt Signs. (Applicable during Certificate gf Occupancy Ins ectio . Entrys clearly defined by use of windows, canopies and plazas express entry Other strategy used: NA F1 — — 1.5 Fencing ❑ Conforms Fence design should maximize natural surveillance from the ❑ Revise street to the building and from the building to the street, and ❑ NA {tprisrise aDDv�yortunr t�y fnr intruders to hide. Fn S' hnlnht4ihlwrxra} chaff link fence erovrde maximum natural surveillance from Comments: Bulletin #022 — January 1, 2011 Page 3 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy N Applicable during Site Plan Review 6 Applicable during Building Permit Review 13 Front fences should be predominantly open in design, e.g. Font e ong Es d�au1�C an� cfe ly low rohuglffen B Design high solid front fences in a manner that incorporates �l open elements to allow visibility above the height of five feet. e No solid fences proposed If noise insulation is required, install double -glazing at the ❑ front of the building rather than solid fences higher than five feet. a no noise insulation proposed ❑ Other strategy used: NA 1.6 Landscaping ❑ Conforms Avoid landscaping which obstructs natural surveillance and 0 Revise allows intruders to hide. ❑ NA Project will follow Federal Way Municipal code for landscape perimeter screening. Comments: Ej Trees with dense low growth foliage should be spaced or their crown should be raised to avoid a continuous barrier. ■ Avoldin a tinuous barrier from landscaping is our goal as well. Tress vAl not create solloontmuous barrier. Use low groundcover, shrubs a minimum of 24 inches in ❑ height, or high -canopied trees (clean trimmed to a height of eight feet) around children's play areas, parking areas, and along pedestrian pathways. ■ En Avoid vegetation that conceals the building entrance from the street. 0 Re ,�rough landscape screens are proposed at 32r1d Aversue 5 , e in entfto have trensurent screens so the entry is easiiv identifiable. ategy used: Other strategy 1.7 Exterior Lighting ❑ Conforms Provide exterior lighting that enhances natural surveillance. ❑ Revise (Refer to FWRC 19.115.050(7)(a) for specific lighting ❑ NA requirements.) xtoor lllightinq will be resided rid even iightln , has been V 'imizes ae i misuryf�la rri g llgie ligg is se and Comments: Prepare a lighting plan in accordance with Illuminating Engineering Society of America (IESA) Standards, which ❑ addresses project lighting in a comprehensive manner. Select a lighting approach that is consistent with local conditions and crime problems. t ef�r to �It�llghtn�hottam�fc plan. Sfov�s Illumination P feel"Is an s s ma Iro sol�Iage a s to. Bulletin #022 — January 1, 2011 Page 4 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Locate elevated light fixtures (poles, light standards, etc.) in a coordinated manner that provides the desired coverage. The useful ground coverage of an elevated light fixture is roughly twice its height. ■foe von" P ottoe elric far site layout and lig hfing fixtures For areas intended to be used at night, ensure that lighting E1 supports visibility. Where lighting is placed at a lower height to support visibility for pedestrians, ensure that it is vandal- resi5tant.a lvfa'Iori�y of siie C his will, a �5- to 301 light pgles and 6uildir� light fixttire; 1p arov Its 1 timination along with in Iigh1 levels at oedslna oat ways © Ensure inset or modulated spaces on a building facade, access/egress routes, and signs a is well lit. e Vlgimat insetlmodulakon on bu'lding as alffer opplions were used to provide a vanety of elevation articulation rom design ouidelmas © In areas used by pedestrians, ensure that lighting shiners on 'Qdeslna pads are s fight , w� a�d're�i, gl� i�p sa seer par sr rite 3[all a iaceni to oa hways an lazes. Pan eave very IIitta room 0' 95o ent spaces. Place lighting to take into account vegetation, in its current and CJ mature form, as well as any other element that may have the U hling has h 9r� to MOP illuminate the potential for blocking light. a sine eevent an if I� dsoa ing is overgrown, ih�deslggi apgach w��e io prune[❑ mi nate rk o❑ots on a site Avoid lighting of areas not intended for nighttime use to avoid giving a false impression of use or safety. If danger spots are usually vacant at ni ht, avoid 11 htin them and close them off En site will be f ced i so nF straners l intruders, iz to pedestrians. e ter. a I areas of 1 e site are intende ❑ have 11 C minim m or safaty Select and light "safe routes" so that these become the focus of l tt;ri�x -?edhestrian a tiev g tq�r $dark. 51;6GnuB Ih asai es anner n thdarkeswint� mop to s that business operation n �w i bLsiness closes at end of the day. no personnel are expected to wi in the gated fenced areas, Avois�dtt climbing opportunities by locating light standards and eTro ca acldo reasti plr� 1 pt o�ei a ewia �y r llyaosntetl a llcro �hlow veVim iIn wi he m un on p vertica aoeoa and an fq a ff�cent laII f. not al owin❑ a li t slander to used orpino © Use photoelectric rather than time switches for exterior P washin ton 5 is Epe{�Y Code a �lte wlll hhive py�stave!! lighting. e wild manu�lgo erria swiloll forard lhti�itq etnablit t�i@fixtures , tum at dusk ours n ❑ X o dunng morning to aukomalicelry on hours. In projects that will be used primarily by older people © (retirement homes, congregate care facilities, senior and/ or community centers, etc.) provide higher levels of brightness in public/common areas. e Other strategy used: NA ri 1.8 Mix of Uses ❑ Conforms In mixed use buildings increase opportunities for natural ❑ Revise surveillance, while protecting privacy. ❑ NA NA Comments: Bulletin #022 — January 1, 2011 Page 5 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy io Applicable during Site Plan Review e Applicable during Building Permit Review Where allowed by city code, locate shops and businesses on lower floors and residences on upper floors. In this way, residents can observe the businesses after hours while the residences can be observed by the businesses during business hours. ■ NA Include food kiosks, restaurants, etc. within parks and parking ❑ structures. ■ NA NA Other strategy: used 1.9 Security Bars, Shutters, and Doors ❑ Conforms When used and permitted by building and f re codes, security ❑ Revise bars, shutters, and doors should allow observation of the street ❑ NA and be consistent with the architectural style of the building. Comments: Security bars and security doors should be visually permeable� (see -through). 6 prapewre� banes gate will,be l 8'� eight an�l�vil[ be h�aclea vinvl-Wale chainfink fe 6m. Other strategy used: NA Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Section 2.0 Access Control 2.1 Building Identification ❑ Conforms Ensure buildings are clearly identified by street number to ❑ Revise prevent unintended access and to assist persons trying to find ❑ NA the building. Identification signs must conform to FWRC Comments: 19.140.060. Exempt Signs. ❑ Street numbers should be plainly visible and legible from the street or road fronting the property. Q buildifryo� addrg�s wiii bbe Hunted toPe €ace of building in letter size required by the City ofFederal Wav Fire�eoarimen� Bulletin #022 — January 1, 2011 Page 6 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review 8 Applicable during Building Permit Review In residential uses, each individual unit should be clearly numbered. In multiple building complexes, each building entry should clearly state the unit numbers accessed from than entry. In addition, unit numbers should be provided on each level or floor. a NA ❑ Street numbers should be made of durable materials, preferably reflective or luminous, and unobsWcted ((e. by foliage). e Address be durable metailc rat als Building sign will made of For larger projects, provide location maps (fixed plaque © format) and directional signage at public entry points and along internal public routes of travel. e orr�baNub�bnuollt nuired on a site with s. Other strategy used: NA 2.2 Entrances ❑ Conforms Avoid confusion in locating building entrances. ❑ Revise ❑ NA Comments: Entrances should be easily recognizable through design ❑ features and directional signage. (Signs must conform to Bull ii +ng Enlry designs will have FWRC 19.140.060. Exempt Signs. ■ Iran p g v11h - atlons c n Vora r i ens Minimize the number of entry points. ■ Eacnh bueni�nl loaniake If easy For cus�omers to enter. Other strategy used: NA 13 2.3 Landscaping ❑ Conforms Use vegetation as barriers to deter unauthorized access. ❑ Revise ❑ NA Comments: a t u av etr will Teatvne�&'t hi hrol8 �r1ryyt coated cuSEER fen�aa be u'seifas a bbbarf er unnq dosed ous of overallbn. Other strategy used: NA 2.4 Landscaping Location ❑ Conforms Avoid placement of vegetation that would enable access to a ❑ Revise building or to neighboring buildings. ❑ NA Comments: Bulletin #022 — January 1, 2011 Page 7 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review 9 Applicable during Building Permit Review Avoid placement of large trees, garages, utility structures, d fences, and gutters next to second story windows or balconies that could provide a means of access. ■ taa�ld�efplanters �8 have m�nd� nor to p1acan)a it in NA trees $Rd ace t to glagrs� tale Other strategy used: unlawluil access 2.5 Security ❑ Conforms Reduce opportunities for unauthorized access ❑ Revise ❑ NA Comments: Consider the use of security hardware and/or human measures ] to reduce opportunities for unauthorized access. (Applicable d 22 i�p Certi ►Cate o C)ccu arr�In,,,' eetion .QVS' eh&ini, enci g a p p p_ m m se nn sile a o uildings. adborsTwi o, s instalI w' letEngl�itenor inu� workto Other strategy used: evaed unaulhof een"nc NA 2.6 Signage ❑ Conforms Insure that signage is clearly visible, easy to read and simple ❑ Revise to understand [Signs must conform to FWRC 19.140.060. ❑ NA Exempt Signs]. Comments: Use strong colors, standard symbols, and simple graphics for informational signs. e 3' atiave r�da so t rci xim�aewsi�il�iif tole be at Upon entering the parking area, provide both pedestrians and For Surface ® drivers with a clear understanding of the direction to stairs, Parking and elevators, and exits. a Qn n uhlic en �a site,eya will be drawn fn tiehuildintranoauaf glass 0Yefhead canopy Parking an cants a ut the onmary oar$ino of Structures ❑ In multi -level parking areas, use creative signage to distinguish between floors to enable users to easily locate their cars. e NA © Advise users of security measures that are in place and where WAfind them, i.e. security phone or intercom system. e ® Provide signage in the parking area advising users to lock their cars. a NA Bulletin #022 — January 1, 2011 Page 8 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review © Where exits are closed after hours, ensure this information is roiirrs 0 opera[on wilt perpkosr bti a� lra want se..i Rate. Evaluation for Agency Use Only Other strategy used: NA Section 3.0 Ownership 3.1 Maintenance ❑ Conforms Create a "cared for" image ❑ Revise ❑ NA Comments: 3.2 Ensure that landscaping is well maintained, as per FWRC Q 19.125.090, in order to give an impression of ownership, care, and security. (Ongoing). rlarl is to have a, third pa maintain perimetlrlr an scapmg to give th8t I k of a property we cared for. Where possible, design multi -unit residential uses such that no ® more than six to eight units share a common building entrance. NA 01 Other strategy used: NA Materials ❑ Conforms Use materials, which reduce the opportunityfor vandalism. ❑ Revise ❑ NA Comments: Consider using strong, wear resistant laminate, impervious glazed ceramics, treated masonry products, stainless steel ❑ materials, anti -graffiti paints, and clear over sprays to reduce opportunities for vandalism. Avoid flat orporous finishes ien „ � a8�g�p&° nahnf fisbnra3o fatteigpp ebca e. Where large walls are unavoidable, refer to FWRC 19.125.040(21) regarding the use of vegetative screens. e Addrned I thg De�S' n ju'deJinp to miTpatZ b�r neaps of overhangs, landscaping, matena s. Cl or an i a wm ows.to eau a aced, Common area and/or street furniture shall be made of long ❑ wearing vandal resistant materials and secured by sturdy f��}fl�err�i��f once�cIp�c��rcrtsth2Cwill wear / tear well on exterior a arm Other strategy used: NA Bulletin #022 — January 1, 2011 Page 9 of 9 k:\Handouts\CPTED Checklist _J Soundview Consultants LLC Environmental Assessment • Planning • Land Use Solutions 2907 Harbotview Dr., Suite D, Gig Harbor, WA 98335 Phone: (253) 514-8952 Fax: (253) 514-8954 Technical Memorandum EVED MAR 0 6 2020 CRY OF FEDEML WAY COMMUNITY DEVELOPMI NT To: Quinn Closson, Pape Properties Inc. File Number: 1779.0002 From: Matt DeCaro, Soundview Consultants LLC Revision Date: March 5, 2020 Re: Wetland and Fish and Wildlife Habitat Assessment and Buffer Averaging Plan Pape Kenworth NW — Federal Way Dear Mr. Closson, Soundview Consultants LLC (SVC) conducted a wetland and fish and wildlife habitat assessment of an approximately 19.94-acre property located at 3014 South 320`' Street and 31625 32°d Avenue South in Federal Way, Washington (Figure 1). The property consists of seven tax parcels located in the Southeast '/d of Section 9, Township 21 North, Range 04 East, W.M. (King County Tax Parcel Numbers 0921049028, 0921049139, 0921049140, 0921049160, 0921049187, 0921049206 and 0921049316). SVC investigated the site to evaluate if any potentially regulated wetlands, streams, or other fish and wildlife habitat conservation areas are located on or adjacent to the subject property. The wetland assessment portion of this Technical Memorandum (SVC, 2019) was reviewed by the City's third -parry consultant ((Landau Associates, 2019) and subsequently approved by the City of Federal Way on December 24, 2019 (City of Federal Way, 2019). This Technical Memorandum has been revised to include an administrative wetland buffer averaging plan to accommodate the proposed commercial development project by Pape Properties Inc. (Applicant). 1779.0002 Pape Properties 1 Wetland and Fish & Wildlife Habitat Assessment & Buffer Averaging Plan Soundview Consultants LLC Revised March 5, 2020 Background Data } Prior to the site investigation, SVC staff conducted background research using the City of Federal Way's Critical Areas Map, King County iMAP, Washington Department of Fish and Wildlife (WDFW) 1 Priority Habitat and Species (PHS) and SalmonScape mapping tools, Washington Department of 1 Natural Resources (DNR) stream typing system, U.S. Fish and Wildlife Service (USFWS) National Wetland Inventory (NWI), Natural Resource Conservation Service (MRCS) soil survey (Attachment B), and various orthophotographic resources. The Federal Way Critical Areas Map (Attachment Cl), WDFW PHS map (Attachment C3), USFWS NWI map (Attachment C5), and King County iMap (Attachment C6) identify one potential wetland on the western portion of the subject property, extending offsite to the north and southwest. No other wetlands are identified on or within 225 feet of the subject property. No streams or other priority habitats and species are identified within 225 feet of the site by any of the critical area inventories, including by the Federal Way Critical Areas Map, WDFW SalmonScape (Attachment C2), WDFW PHS Map, DNR stream typing inventory (Attachment C4), or King County iMap. The nearest documented stream (Mill Creek) is mapped 0.5-mile to the east of the subject property. The NRCS soil map (Attachment C7) identifies the following soils on the subject property: two types of Alderwood gravelly sandy loam (8 to 15 percent and 15 to 30 percent slopes) and Seattle muck. Alderwood gravelly sandy loam (8 to 15 percent and 15 to 30 percent slopes) are listed as primarily non-hydric soils with potential hydric soil inclusions. Seattle muck is listed as a hydric soil (MRCS, 2019) and is mapped on the western portion of the site within the mapped wetland area. Abbreviated Project Description The proposed project will construct a truck maintenance building with areas for office, showroom and parts warehouse and a separate structure to be used as a body shop. Improvements and construction activities will include demolition of existing residential structures, grading, paved truck and trailer parking and maneuvering areas, stormwater facility, water and sanitary sewer extensions, landscaping, roadway improvements and franchise utility extensions. The subject property is currently undergoing an annexation process with the City of Federal Way. A boundary line adjustment will be processed to configure the seven existing lots to the new site layout. Methods H 1 Formal site investigations were performed by qualified SVC staff in June and September 2019. The J investigations consisted of walk-through surveys of the subject property and any accessible areas within 225 feet of this area for potentially regulated wetlands, streams, and other fish and wildlife habitat conservation areas as specified in Federal Way Revised Code (FWRC) Chapter 19.145 (Environmentally Critical Areas). Wetlands, streams, and select fish and wildlife habitats and species are regulated features per FWRC Chapter 19.145 and subject to restricted uses/activities under the same title. Wetland boundaries were determined in accordance with FWRC 19.145.410(1) and as outlined in the U.S. Army Corps of Engineers (CJSACE) Wetlands Delineation Manual (Environmental Laboratory, 1987), as modified 1779.0002 Pape Properties L Wetland and Fish & Wildlife Habitat Assessment & Buffer Averaging Plan Soundview Consultants LLC Revised March 5, 2020 according to the guidelines established in the Regional Suppkment to the Cords of I�ng£neers }�etlund Delmeatton Manual. Westem MounAms, Valleygf, and Coast Region, Version 2.0 (USAC E, 2010) and Field vl Indicators of Hydric Soils in the United States (USDA, 2018). Qualified SVC wetland scientists marked boundaries of any onsite wetlands with orange surveyor's flagging labeled alpha -numerically and tied to vegetation along the wetland boundary. SVC only delineated the onsite wetland boundaries facing �j the proposed development; the remaining wetland boundaries were estimated using visual observations and/or aerial imagery. Pink surveyor's flagging was labeled alpha -numerically and tied to 3-foot lath or vegetation at formal sampling locations (DP-1 through DP-6) to mark the points where 1 detailed data was collected. Additional tests pits were excavated at regular intervals inside and outside of the wetland boundaries to further confirm the delineation. Following the delineation, the wetland flags were surveyed by a professional land survey company. Wetlands were classified using both the hydrogeomorphic (Brinson, 1993) and Cowardin (Cowardin, 1979; Federal Geographic Data Committee, 2013) classification systems. Following classification and �j assessment, wetlands were rated and categorized using the current Washington State IY/etland bating 1 System for irlestern Wlasl0ington (Hruby, 2014) and guidelines established in FWRC 19.145.420(1). i The fish and wildlife habitat assessment was conducted during the same site visit by qualified fish and wildlife biologists. The experienced biologists made visual observations using stationary and walking survey methods for both aquatic and upland habitats noting any special habitat features or signs of j fish and wildlife activity. Precipitation Precipitation data was obtained from the National Oceanic and Atmospheric Administration (NOAA) weather station at the Seattle -Tacoma International Airport Station in order to acquire percent of normal precipitation during and preceding the site investigation. A summary of data collected is provided in Table 1. Table 1 Preci itation SununarVI Percent Site Visit Da Of Day 1 Week Weeks 30 Days Prior Year to Date of Date y Before Prior Prior (Observed/Normal) (Observed/Normal)Z Noof 6/13/2019 0.00 0.00 0.11 0.11 0.73/1.91 14.08/18.24 38/77 J 9/12/2019 0.24 0.00 1.16 1.16 1 1.61/1.13 18.38/21.09 142/87 1. Precipitation volume provided in inches. Data obtained from NOAA [nt[p:11w�•�*'earner.gov�eumacc�smaas.Exi�Pr�.,e�—�...•� J for Sea-Tac International Airport. 2. Year-to-date precipitation is for the 2019 calendar year. 3. Percent of normal is for the 30 days prior/2019 calendar year. Precipitation levels during the September 2019 site investigation, when the formal delineation fieldwork was performed, were elevated for the previous 30 days (142 percent of normal) and within normal range for the 2018 calendar year (87 percent of normal). This precipitation data suggests that 1 relatively normal hydrologic conditions were encountered during the September 2019 investigation which was performed near the end of Summer when conditions were generally dry, although greater than 1 inch of precipitation accumulation was reported for the previous week. The June 2019 -� reconnaissance was performed earlier in the growing season during a period of relatively low precipitation. Such conditions were considered in making professional wetland determinations. i -A 1779.0002 Pape Properties 3 Soundview Consultants LLC j Wetland and Fish & Wildlife Habitat Assessment & Buffer Averaging Plan Revised March 5, 2020 Results �j The 19.89-acre subject property is located in an urban -residential setting in unincorporated King County. The southern portion of the site is developed with three single-family residences and a high voltage transmission line corridor. The northem portion of the property* is developed with a single-family residence with a horse barn and multiple paddocks. The subject property abuts South 320`' Street to the south; Interstate 5 to the west; an undeveloped, forested lot to the north; and an access road/32nd Avenue South to the west, with single-family residences beyond. Vegetation on the western portion of the site is generally dominated by a forested community of red alder (Alnus n1bra), black cottonwood (Populus balsamifera), and western red cedar (Tbuja plicata) with an understory of non-native invasive Himalayan blackberry (Rebus armeniacus), salmonberry (1�j4bus .rpectabilis), salal (Gaultberia sballon), red huckleberry (IVacciniumparu folium), and trailing blackberry (Rubus ursinus). Where undeveloped and vegetated, the eastern portion of the site is generally dominated by big -leaf maple (Ater macroplyllum), black cottonwood, Himalayan blackberry, narrowleaf plantain (Plantago lanceolate), and various grasses. Topography is relatively flat on the eastern portion of the subject property with an elevation of approximately 485 feet above mean sea level (amsl), while the western portion of the site slopes moderately downward to the west to an elevation of approximately 420 feet amsl within a depression at the bottom of the Interstate 5 road embankment (Attachment C8). Wetland Findin SVC identified one potentially regulated wetland (Wetland A) on the subject property. The identified wetland contained indicators of wetland hydrology, hydric soils, and a predominance of hydrophytic vegetation according to current wetland delineation methodology. The onsite wetland is depicted on the site plan in Attachment A. No other potentially regulated wetlands, streams, and/or other fish and wildlife habitat conservation areas were observed on or within 225 feet of the site. The wetland data forms, wetland rating form, and wetland rating maps are provided in Attachments D, E, and F, l respectively. A summary of the identified wetland is provided in Table 2 below. Table 2. Wetland Summary. Predominant Wetland Classification / Rating Wetland Size Buffer Width City of Wetland Cowardint HGM2 WSDOE3 Federal Onsite (feet)' Way4 A PFO/ABE Depressional III III .., 184,500 ftz 80 Tabic 1 Note: J 1. Cowardin et al. (1979) or NWI Class based on vegetation: PFO = Palustrine Forested, AB = Palustrine Aquatic Bed; Modifiers for Water Regime: E = Seasonally Flooded/Saturated 2. Brinson, M. M. (1993). 3. Current WSDOE wetland rating system for western Washington (Hruby, 2014). 4. FV(/RC 19.145.420(1) wetland definitions. 5. FWRC 19.145.420(2) wetland buffer standards. Wetland_ JWetland A is approximately 184,500 square feet (4.23 acre) in size onsite and is located within a depressional area on the western portion of the subject property, extending offsite to the south and 1779.0002 Pape Properties 4 Soundview Consultants LLC j Wetland and Fish & Wildlife Habitat Assessment & Buffer Averaging Plan Revised March 5, 2020 `1 1 north. Hydrology for Wetland A is likely provided primarily by a high groundwater table, direct precipitation and surface sheet flow, with some stormwater runoff from South 320"' Street and ^l Interstate 5. Wetland vegetation onsite is dominated by red alder, hardhack (Spiraea douglasia), crab 1 apple (Males fusca), salmonberry (Rebus spectabilis), twinberry honeysuckle (Lonicera involucrata), yellow pond lily (Nupbarpolysepala), water parsley (Oenantbe sarmentosa), nodding beggartick (Bidens cernua), and 1 smartweed (Persicaria sp). Soil within Wetland A met hydric soil indicator F1 (Loamy Mucky Mineral). f Wetland A is a Palustrine Forested/Aquatic Bed, Seasonally Flooded/Saturated wetland (PFO/ABE). Per FWRC 19.145.420(2), Wetland A is classified as a Category III depressional wetland with a low j habitat score of 5 total points. Wetland A does not appear to contain an outlet, but instead is impounded by Interstate 5 to the west and South 320" Street to the south. The wetland receives overflow from upgradient storm ponds located on the opposite side of 32" Avenue South, at the far northern offsite extent of the wetland (greater than 600 feet north of the subject property). No surface water outlet was identified. The southern portion of the wetland (approximately 17 percent of the total wetland area) ponds long enough during the growing season to exhibit aquatic bed plants, but the wetland lacked surface water during our September 2019 investigation. Our observations during multiple seasons indicate that the water storage during wet periods is less than 2 feet of water in the seasonally ponded area, due in part to the shallow nature of the ponded portion of the depression. The seasonally ponded area (17 percent) does not comprise greater than 25 percent of the total wetland area. Regulatory Considerations The wetland assessment portion of this Technical Memorandum (SVC, 2019) was reviewed by the City's third -party consultant ((Landau Associates, 2019) and subsequently approved by the City of Federal Way on December 24, 2019 (City of Federal Way, 2019). These review letters are provided in Attachments G and H of this Technical Memorandum, respectfully. Wetland Buffer Requirements FWRC 19.145.420.(1) has adopted the current wetland rating system used by WSDOE. Category III wetlands score between 16 and 19 points, generally provide a moderate level of function, have usually J been disturbed in some way, and are often less diverse and/or more isolated in the landscape than Category II wetlands (Hruby, 2014). J Wetland A is a Category III depressional wetland with a low habitat score of 5 points which requires a standard 80-foot buffer per FWRC 19.145.420(2). An additional 5-foot building setback is required from the outer wetland buffer edge per FWRC 19.145.160. Abbreviated State and Federal Considerations Onsite Wetland A is potentially unregulated under Section 404 of the Clean Water Act (CWA) due to its lack of surface water connection and distance to Waters of the U.S. Should the U.S. Army Corps of Engineers not assert jurisdiction under the CWA, then WSDOE would assert jurisdiction as _J WSDOE regulates natural wetlands and surface waters under RCW 90.48. The proposed project J avoids direct impacts to the identified wetland, therefore state and federal wetland authorizations will not be required. J 1779.0002 Pape Properties 5 Soundview Consultants LLC Wetland and Fish & Wildlife Habitat Assessment & Buffer Averaging Plan Revised March 5, 2020 Proposed Buffer Modifications The proposed project includes site development for parts and service, sales, office space, parking, and equipment. Minor administrative wetland buffer averaging is proposed as allowed under FWRC 19.145.440(5) (Buffer Averaging) to accommodate the proposed commercial development. A site plan is provided in Attachment A of this Technical Memorandum. Mitigation 5equ_encinn Mitigation sequencing for the proposed project is required under FWRC 19.145.130 to demonstrate that all reasonable efforts have been examined with the intent to avoid and minimize impacts to critical areas, the definition of which includes wetland buffers per FWRC 19.145.030. The following discussion addresses specific actions taken to fulfill mitigation sequencing for this project. 1. Avoiding the impact altogether by not taking a certain action or parts of actions. The proposed project will avoid direct impacts to Wetland A; however, minor administrative buffer averaging is required in the northwestern portion of the subject property. The site plan has undergone numerous revisions in attempts to avoid the standard buffer area entirely; however, due to the existing BPA powerline corridor, the need for required fire access and drive aisles for traffic movement, and topographical constraints, the northwest corner of proposed development requires limited buffer decrease by a minor 972 square feet to accommodate necessary grading and retaining wall installation. 2. Minimising impacts by linriti�ig the degree or magnitude of the action and its implementation by using appropriate technology or by taking of rmative steps to reduce impacts. The proposed project has undergone several variations in site design to minimize buffer impacts to the greatest extent feasible. The only proposed activity that will impact the standard buffer area is the required grading and retaining wall construction in the northwest corner of the subject property which will require 972 square feet of buffer reduction in an area that is currently degraded by fill material and invasive vegetation. Although a 25 percent buffer reduction is technically allowed per FWRC 19.145.440(5), the project proposes a maximum 15 percent buffer decrease (down to 68 feet) at the narrowest point. All appropriate best management practices (BMPs) and temporary erosion and sediment control (TESC) measures, including construction fencing and silt fencing, will be implemented and maintained during construction on the site to minimize any potential temporary construction impacts to the remaining buffer area. 3. Kectjing the impact by repairing rehabilitating or restoring the ayected environment to the conditions existing at the time of the initiation of the project. Not applicable. Minor, administrative wetland buffer averaging is proposed which does not require traditional mitigation actions (e.g., buffer enhancement) per FWRC 19.145.440(5). 4. Reducing or eliminating the impact over time by preservation and maintenance operations during the life of the action; If required by the City, the modified buffer area will be placed in a separate critical areas tract in accordance with 19.145.150. Because the project does not propose a subdivision, short subdivision, or binding site plan, however, this requirement is not anticipated. 1779.0002 Pape Properties U Wetland and Fish & Wildhfe Habitat Assessment & Buffer Averaging Plan Soundview Consultants LLC Revised March 5, 2020 J 5. Compensating for the impact by replacing enhancing, or providing substitute resources or environments; and ^j The Applicant proposes buffer averaging to result in a net increase of protected wetland buffer area. Buffer reduction of 972 square feet is proposed in one select location in the northwest corner to facilitate necessary grading and retaining wall construction; to compensate for the minor impacts, j buffer addition of 1,589 square feet is proposed within a higher functioning portion of the general 1 buffer area (Attachment A) that contains native vegetation and does not exhibit past anthropogenic disturbances. The proposal will result in a net gain of 612 square feet of protective buffer. Currently, the area selected for buffer reduction is the lower functioning portion of the buffer area. It currently has low species diversity and contains non-native invasive species and fill material. The proposed buffer averaging plan will improve ecological functions by reducing the lower functioning portion of 1 the buffer and adding to the higher functioning portion of the buffer, resulting in an overall net l increase in wetland buffer area and gain in ecological functions. j 6. Monitoring the hazard or other required mitigation and taking remedial action when necessary. 1 Because buffer averaging is proposed and no restoration or enhancement actions are required, formal i monitoring is not warranted. Wetland BufFer_Avem, On Wetland A is subject to a standard 80-foot buffer and additional 5-foot building setback. To accommodate the proposed project objectives, minor buffer averaging is proposed per FWRC 19.145.440(5). A site plan depicting the proposed buffer averaging plan is included in Attachment A of this Technical Memorandum. Wetland buffer averaging may be permitted when all of the following criteria are met: a. The total area of the buffer after aver ccght ,a is equal to the area required without averaghig The proposed buffer averaging plan will result in a net gain of 612 square feet of protective buffer. Specifically, approximately 972 square feet of onsite buffer area will be decreased to facilitate necessary grading and proposed retaining wall in the northwest portion of the site, and approximately 1,589 square feet will be increased to the south of the buffer decrease area. The modified buffer line will maintain the natural, parallel buffer from the wetland edge to the greatest extent feasible. b. The buffer is increased adjacent to the higher functioning area of habitat or more sensitive portion of the wetland and decreased adjacent to the lower functioning or less sensitive portion; The buffer increase area (1,589 square feet) is located within and adjacent to a higher functioning 1 habitat area as it contains native vegetation and does not exhibit past anthropogenic disturbances. -1 Whereas, the buffer decrease area is located within a relatively low -functioning area from a habitat standpoint due to the presence of invasive species and flll material. Jc. The buffer at its narrowest point is not reduced to less than 75 percent of the required width; and `j The modified buffer will be never be less than 75 percent (60 feet) of the standard width (80 feet). Although a 25 percent buffer reduction is technically allowed per FWRC 19.145.440(5), the project proposes a maximum 15 percent buffer decrease (down to 68 feet) at the narrowest point. The 5-foot building setback is provided along the entire length of the onsite buffer. 1779.0002 Pape Properties 7 Soundview Consultants LLC JWetland and Fish & Wildlife Habitat Assessment & Buffer Averaging Plan Revised March 5, 2020 d Unless authorized in writing by a consenting neighboring proper owner, the averaging will renzaisa on the subject property. The buffer averaging plan will remain on the subject property. Conclusions SVC identified and delineated one Category III wetland (Wetland A) on the subject property. Wedand A has a low habitat score of 5 points and, therefore, requires a standard 80-foot buffer and additional 5-foot building setback as approved by the City of Federal Way (2019). No other wetlands, streams, or other fish and wildlife habitat conservation areas were identified on or within 225 feet of the subject property. To accomplish the Applicant's commercial development objectives, minor administrative wetland buffer averaging is necessary as indicated on the site plan provided in Attachment A. The proposed buffer averaging plan conforms to FWRC 19.145.440(5) and will result in a net gain of ecological function onsite relative to standard buffer requirements. If you have any questions, please contact me at your earliest convenience. Sincerely, Matt DeCaro Senior Scientist/Environmental Planner March 5, 2020 Date 1779.0002 Pape Properties 8 Soundview Consultants I.LC JWetland and Fish & Wildlife Habitat Assessment & Buffer Averaging Plan Revised March 5, 2020 F References �j Brinson, M. M. 1993. A hydrogeomorphic elasslication for wetlands, Technical Report WIKP-DE4, U.S. Army Engineer Waterways Experiment Station, Vicksburg MS. City of Federal Way. 2019. File # 19-105322 AD; 3'd Par ly Wetland Review Letter. December 24, 2019. Cowardin, L.M. V. Carter, F. Golet, and E.T. LaRoe. 1979. Class fGation of Wetlands and Deepwater Habitats of the United States. U.S. Fish & Wildlife Service. Washington D.C. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y-87-1, US Army Engineer Waterways Experiment Station, Vicksburg, Mississippi. Federal Way Revised Code (FWRC). 2018. Title 19.145 — Environmentally CriticalAreas. Website: http s: //www.codepublishing.com/WA/FederalWay/ #! /FederalWayl 9/FederalWay19145.htm 1 1#19.145 Current through July 02, 2019. Hitchcock, C.L. and A. Cronquist. 1973. Flora of the Pacific Northwest. University of Washington Press. Seattle, Washington. Hruby, T. 2014. Washington State Wetland Rating System for Western Washington: 2014 Update. Washington State Department of Ecology Publication # 14-06-029. 1 Landau Associates, Inc. 2019. Peer Review Pape Wetland Delineation — Federal Way, Washington Technical Memorandum. December 23, 2019. Lichvar, R.W., D.L. Banks, W.N. Kirchner, and N.C. Melvin. 2016. The National 1-Vetland Plant List, 2016 wetland ratings. Phytoneuron 2016-30: 1-17. Published 28 April 2016. ISSN 2153 733X Natural Resources Conservation Service (MRCS). 2019. Hydric Soils List.- King County Area, Washington. Website: https://www.nres.usda.gov/wps/portal/nres/main/soils/use/hydric/. Sheldon, D., T. Hruby, P. Johnson, K. Harper, A. McMillan, T. Granger, S. Stanley, and E. Stockdale. 2005. Wetlands in Washington State - Volume 1: A Synthesis of the Science. Washington State Department of Ecology. Publication #05-06-006. Olympia, WA. March 2005. F I Snyder, Dale E., Philip S. Gale, Russell F. Pringle. 1973. Soil Survey of King County Area, Washington. 1 United States Department of Agriculture, Soil Conservation Service, in cooperation with the Washington Agricultural Experiment Station. MunsellO Color. 2000. Munsell0 soil color charts. New Windsor, New York. Soundview Consultants LLC. 2019. Wetland and Fish and Wildlife Habitat Assessment Technical Memorandum. October 29, 2019. U.S. Army Corps of Engineers (USACE). 2010. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0), ed. J. S. Wakeley, R. W. Lichvar, and C. V. Noble. ERDC/EL TR-10-13. Vicksburg, MS: U.S. Army Engineer Research and Development Center. U.S. Department of Agriculture, Natural Resources Conservation Service. 2018. Field Indicators ofHydric Soils in the United States, Version 8.2. L.M. Vasilas, G.W. Hurt, and J.F. Berkowitz (eds.). USDA, NRCS, in cooperation with the National Technical Committee for Hydric Soils. 1779.0i102 Pape Properties 9 Soundview Consultants LLC WetL-ind and Fish & Wildlife Habitat Assessment & Buffer Averaging Plan Revised March 5, 2020 1 Attachment A - Existing Conditions Exhibit and Site Plan 1779.0002 Pape Properties Soundview Consultants LLC JWetland and Fish & Wildlife Habitat Assessment & Buffer Averaging Plan Revised March 5, 2020 SOUTH 320TH & I5 - EXISTING CONDITIONS Soundview Consultants LLC Environmental Assessment • Planning • Land Use Solutions 2907 Harborvicw Dr., Suite D, Gig Harbor, WA 98335 Phone: (253) 514-8952 Fax: (253) 514-8954 soun dviewcon s ul tan ts. corn SOUTH 320TH & I5 3014 S 320TH ST FEDERAL WAY, V/A 98003 KING COUNTY PARCEL NUMBER: 0921049028,0921049139,0921049140, 0921049160,0921049187,0921049206 & 0921049316 mTF.:9/23/2019 .JOB:1779.0002 BY: DLS/RJK SCALE: 1 " = 180 ' FIGURE NO. 1 } 1, ry� .�.- rr r . _- mpa it W,� -OW to M&WO r, f a •` � 'e +. �'e p t tit � k M, "' • � i. • r 'sue }�, ,� r .. •� � 1 ` � � -•� .� fir t.; I�v Ap, Ana let I -OF )RAGE EX. SITE AND BUILDING AREAS: SITE DATA: - PARCEL NO, AREA EX SITE I AREA EX BLDGS v 092104-9028 229.125 '.710 FACILITr NAME: PAPE-KENWO-5 NW - FEDERAL L STREET r-5 AIJD S. 120TH STP,EET 09210-' 9139 398.564 0 RALIEP, FEDERAL YIA1, WA 98001 FEDERAL 092104-931E• 15,170 0 PROPERTY OY94ER: PAPE PROPERTIES, GUINN CLOSSON. OWNER, 360-607.8178 091104-9140 09^_I04-9206 99.317 14.670 1.500 0 AGENT: SARGHAUSEN CONSULTINC ENGINEERS. DAN BALMELLI, 425-251-6222 ij •�� 092104-9160 85,578 2,268 C 092104-918? 91.040 2.160 LA-;1' a-F= U33.SG= `- c-b.3 SY ASSESSOR PARCEL tJU S: 092104-9028, 9139, 9316. 9167, 9140, 5160, 9206 - PW-: :'EOiA'I'••..+-'Eey 45245 • NEW COMMERCIAL SLUG AREAS TOTAL SITE AREA- 7 PARCElS - IMI%4 Sr CAR 2$ 43 ACHE, MOP 'r LESS' SITE JURISDICTION: SOLI! 70 SE C1T7 CIF RIBERA1 WAY ONCE 1Jt`0PPtAAt6}I ' C111L; AL �AS W"T41', SF BLDG A 56,663 SF r ( OM) PROLE 6 CIXIPLET€ = r - F(T_]lh0ef/"0 TF1;nP: pRA11+Ae;E. Z,59 SF BL DC B I4,ODO SF (COM) SITE ZONE: LTC C011AWO 1T1• SI-SUX"5S rC7TT OF FEEEPAL WAI I ., BLDG FOOTPRINT USE: 7RUE7, 54E5, SERMICZ k BEPiIR JIST LAr-ARER• i°`'i'" J RE-L•iHTr1: USC 14%Z BUILDING SETBACKS: rworil-+iliI SE-B&CK; Z?/G'"ro' IP/,}yEi-9f LRIC3 A01 I FGL IpG'TmL SHGwS i*TINM Arlo Iq F6.L 1Hf. v•fs RE�QF�lIIRL AP.EA OF 6VIL401 �7A17PRWI AREAS- 1 1 (;`WVFACIAL USES, s.Ea F. ai f4.[C +REi TO 3Z11p Ave i. ME Acw4cEll1 O RmQolIA1::14"m AND ]^J1C ALE 5. 15 9CNi JC>•;R(l1 "1-F[0117' Yap�l A!p£A � _ � C VSES. ptiyyK [R MEZZANINE AREAS. �� MAXIMUM LOT COVERAGE: PROPERT? DEDICATIONS: WiE ] 39' WEST OF 32ND AVE S FOR ROADWAY VICINITY MAP � - NEW _. ECURI � !�STY I SHEET INDEX: MAXIMUM BUILDING- HEIGHT: 50 ABOVE AVERAGE BUILDING ELEVATION (AABE) WHEN SP-1 OVERALL SITE PLAN, GENERAL NOTES 100' OR LESS OF RESIDENTIAL ZONES. OTHERWSE. 35- 55' SP-2 ENLARGED SITE PLAN, SOUTH HALF AABE. REFER TO SP4 FOR CALCULATIONS SP-3 ENLARGED SITE PLAN: NORTH HALF PARKING P.EOUIRED: I STALL PER 300 SF; TRAfnC EI(GWEER UTIL12C) 3 SIM. SP-4 TRASH ENCLOSURE; SITE DETAILS PAPE SITES AND DETERMINM 1 T7 STALLL/IOO`5F C FOR THIS USE, Al 1 ELDG A: MAIN FLOOR PLAN & MEZZANINE 79.744 SF/10DO X 1.13 = 7P3 PA',,;E4rF VKUA.L STALLS REO'D. Al.' BLDG 6: MAIN FLOOR PLAN BC SHOP PARKING PROVIDE[,: 90 STALLS PROVIDED A2.1 ELDG A: OPALL=XTERIOR ELEVATIONS VDG GROSS FLOOR. AREAS: BUILDING I: OFFICE/SHOP BUILDING 2. BODT SHOP A2.2 A2.3 ELA: ENLARGED S&W ELEVATIONS BLDG A: VILARGE'P 146E ELEVA OFFICE 11.625 OFFICE 1.667 A2.4 BLDG A 0WV SSWl CLE V'A-, - •• .PARTS STOR I1.625 SHOP 12.3-1 A 2 5 AVERAGE BUILDIIJG ELE'VATIL14 GA�.COL+T4I:6 SHOP 33,413 MEZZANINE i,667 A2.2 ENLARGED S&W ELEVATIONS 1 7,414 SF 101`4 SITE SIGN PERSPECTIVE VIEW 1 TOTAL: 64,077 SF 15,667 SF 20F4 SITE SECTION & SITE PHOTO OF F.S SIGNS CONSTRUCTION TIRE: BUILDING 1&2 ARE T)PE IIB CONSTRUCTION 30F4 4CF4 F S, POLE SIGIJ ELEVATIONS COLORED BLDG ELEVATIONS & j1p18 GROUPS: (0) OFFICE, S2-PARTS STORAGE, SI PEPAIR/BODI SHOP IOf3 SITE LIGHTING & PHOTOMETRIC =V RC4£C FP.UJECT TU BE CONSTRUCTED IN ONE PHASE, HOWY_u<R, 20F3 PART' AL SM LIGRTa,* M;R..- ENT IF POSS16LE, WE P.EOUEST AN EARL/ GRADING & TEMPORARY 30F3 AVERAGE SITE fDO7CINOLE :_;rle •J011 CONTROL PERMIT TO GET AN EARLY START ON SITE WORK C-3l174 CIVIL ENG7HERI StfMIS, I i iI i 0 �m M� W _ •:. - ! ram`,,, Y 'li • _ -•�•' I . �_ 1 'I rWA I � � � � Wox1FF 1 A��. �! •� r 't SHOWROOM OFFICE .;�0 � F � E f !T 7'• ,� I 1 _af J — � 7.414 SF MEZZ � 1 j 23.250 SF -., I-J ! I I .1 �� j _ -e" ' tYY` j TYR 118 CONST. B�f�.DING A1.-.� ]_-f ti_.. 52 PARTS STORAGE a SHOP _ j ` ` �i }j ,,F _ ¢ • ; B OFFICE 33,413 SF ' q wg ' , • 1r I + ► . • • • _ FF=474.0 TYPE IIB CONST- ;, S-1 REPAIR SHOP ff , 1 I 1 FF=474.0 y r d = , ,! '.-BODY ._. � �--+---�.��.- -� F . -- I BODY r- • �� , f --e _ _ 74.000 £ 1 ram• vi PARTS WAREHOUSER; TYaE qi. Is - 5-t Au19,0P'•_ l\ FF=• • i.'--b-. 1 11I� ■rAM4wALL rr rlV411pe .r^^-�•--.�. �_ •_ _• - � � - - - _ �" - __ - - - - - 3, 1 1 I � 1 ��1� -� r.�d � 1�114►..1 ..� � � YiN WET �.� IN ^Y.+ tqK. I wmsru. mw "LLDEU - - - - - _ leer:law - g RA rNAl10•• _ FH y C&CA1ar C t `• 4 ' _ 'i;"^„1» +• r+. IwFrrlsr - ' , '` . — - - ra'rai7717u: - - - — - - - 1i�111. - -r- ------ - - �� ' :.. L"'" _ NOITTH h OVERALL SITE PLAN 1 I 1jC ,60' ^00' A R d H O � cm-4 ' M a 3H3 Z� =0m t InC. 3 O � � d c -0 0 LL IZ Q Attachment C - Background Information This attachment includes a City of Federal Way Wetland Inventory (Cl); WDFW SalmonScape Map (C2); WDFW PHS Map (C3); DNR Stream Typing Map (C4); USFWS NWI Map (C5); King County Sensitive Areas iMap (C6); NRCS Soil Survey Map (C7); and King County Topographic Map (C8). 1779.0002 Pape Properties Soundview Consultants LLC Wetland and Fish & Wildlife Habitat Assessment & Buffer Averaging Plan Revised March 5, 2020 Attachment D — Data Forms J 1779.0002 Pape Properties Soundview Consultants LLC Wetland and Fish & Wildlife Habitat Assessment & Buffer Averaging Plan Revised March 5, 2020 WETLAND DETERMINATION DATA FORM — Western Mountains, Valleys, and Coast Region Project/Site: 1779.0002 - South 320th Street & 1-5 City/County. Federal Way / King Sampling Date: 09/12/2019 Applicant/owner: Pape Properties Inc State: WA Sampling Point: DP-1 Investigator(s): Rachael Hyland, Jake Layman Section, Township, Range: 9 / 21 N / 04E Landform (hillslope, terrace, etc.): Depression Local relief (concave, convex, none): None Slope (%): 2 Subregion (LRR): A2 Lat: 47.316476 Long-122.29508700 Datum: WGS 84 Soil Map Unit Name: Seattle Muck NWI classification. PEM1 F Are climatic / hydrologic conditions on the site typical for this time of year? Yes Z No ❑ (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes © No ❑ Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Hydric Soil Present? Wetland Hydrology Present? Remarks: All three wetland criteria met. Data collected within southern portion of Wetland A. Yes ❑x No ❑ Is the Sampled Area Yes ❑x No ❑ within a Wetland? Yes ❑x No ❑ Yes ❑x No ❑ VEGETATION — Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 30 ft) % Cover_ Species? Status 1. Alnus rubra 65 Yes FAC 2. 3. 4. S lin /Shrub Stratum (Plot size: 15 ft) 1. Rubus spectabilis 2. 3. 4. 5, Herb $tratum (Plot size: 5 ft) 1. Solanum dulcamara 2. Nuphar polysepaia 3. Persicaria hydropiperoides 4. 5. 6. 7. 8. 9. 10. 11. Woody Vine Stratum (Plot size: 30 ft) 1. 2. 65 = Total Cover 5 Yes FAC 5 = Total Cover 40 Yes FAC 10 No OBL 5 No OBL 55 = Total Cover 0 = Total Cover % Bare Ground in Herb Stratum 45 Remarks: Hydrophytic vegetation met through dominance test. Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 3 (A) Total Number of Dominant Species Across All Strata: 3 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 100% (A/B) Prevalence Index worksheet: Total ° over of: Multiolv by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = Hydrophytic Vegetation Indicators: ❑ Rapid Test for Hydrophytic Vegetation ❑x Dominance Test is >50% ❑ Prevalence Index is 153.0' ❑ Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) ❑ Wetland Non -Vascular Plants' ❑ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Hydrophytic Vegetation Present? Yes ❑x No ❑ US Army Corps of Engineers Western Mountains, Valleys, and Coast —Version 2.0 SOIL Sampling Point: DP-1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type' LocZ Texture Remarks 0-5 10YR 2/2 100 - - SaLo Mucky sandy loam 5 - 14 10YR 2/1 100 - - SaLo Mucky sandy loam with cobble and gravel 'Type: C=Concentration, D=De lehon, RM=Reduced Matrix. CS=Covered or Coated Sand Grains. Location: PL=Pare Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: ❑ Histosol (Al) ❑ Sandy Redox (S5) ❑ 2 cm Muck (A10) ❑ Histic Epipedon (A2) ❑ Stripped Matrix (S6) ❑ Red Parent Material (TF2) ❑ Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) ❑ Very Shallow Dark Surface (TF12) ❑ Hydrogen Sulfide (A4) ❑ Loamy Gleyed Matrix (F2) ❑ Other (Explain in Remarks) ❑ Depleted Below Dark Surface (Al 1) ❑ Depleted Matrix (F3) ❑ Thick Dark Surface (Al2) ❑ Redox Dark Surface (F6) 31ndicators of hydrophytic vegetation and ❑ Sandy Mucky Mineral (S1) ❑ Depleted Dark Surface (F7) wetland hydrology must be present, ❑ Sandy Gleyed Matrix (S4) ❑ Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type: None Depth (inches): -- Hydric Soil Present? Yes ❑x No ❑ Remarks: Hydric soil indicators met through indicator F1. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required: Qhgck all that apply) Secondary Indicators (2 or more mouj[gd)d ❑ Surface Water (Al) ❑ Water -Stained Leaves (139) (except MLRA Water -Stained Leaves (139) (MLRA 1, 2, ❑ High Water Table (A2) 1, 2, 4A, and 413) 4A, and 46) ❑ Saturation (A3) ❑ Salt Crust (1311) ❑ Drainage Patterns (1310) ❑ Water Marks (131) ❑ Aquatic Invertebrates (613) ❑x Dry -Season Water Table (C2) ❑ Sediment Deposits (132) ❑ Hydrogen Sulfide Odor (C1) ❑ Saturation Visible on Aerial Imagery (C9) ❑ Drift Deposits (63) ❑ Oxidized Rhizospheres along Living Roots (C3) ❑x Geomorphic Position (D2) ❑ Algal Mat or Crust (134) ❑ Presence of Reduced Iron (C4) ❑ Shallow Aquitard (D3) ❑ Iron Deposits (135) ❑ Recent Iron Reduction in Tilled Soils (C6) ❑ FAC-Neutral Test (D5) ❑ Surface Soil Cracks (66) ❑ Stunted or Stressed Plants (D1) (LRR A) ❑ Raised Ant Mounds (D6) (LRR A) ❑ Inundation Visible on Aerial Imagery (137) ❑ Other (Explain in Remarks) ❑ Frost -Heave Hummocks (D7) ❑ Sparsely Vegetated Concave Surface (138) Field Observations: Surface Water Present? Yes ❑ No ® Depth (inches): None Water Table Present? Yes © No ❑ Depth (inches): 18 Saturation Present? Yes ® No ❑ Depth (inches): 14 Wetland Hydrology Present? Yes ❑x No ❑ includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Hydrologic criteria observed through secondary indicators 69, C2, and D2. US Army Corps of Engineers Western Mountains, Valleys, and Coast — Version 2.0 WETLAND DETERMINATION DATA FORM — Western Mountains, Valleys, and Coast Region Project/Site: 1779.0002 - South 320th Street & 1-5 CitylCounty; Federal Way / King Sampling Date: 09/12/2019 Applicant/Owner: Pape Properties Inc State: WA Sampling Point: DP-2 Investigator(s): Raehael Hyland, Jake Layman Section, Township, Range: 9 / 21 N / 04E Landform (hillslope, terrace, etc.): Hlllslope Local relief (concave, convex, none): Convex Slope (%): 5 Subregion (LRR): A2 Lat: 47.316490 Long:-122.29494723 Datum: WGS 84 Soil Map Unit Name: Alderwood gravelly sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes ❑x No ❑ (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes Z No ❑ Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes ❑ No ❑x Is the Sampled Area Hydric Soil Present? Yes ❑ No ❑x within a Wetland? Yes ❑ No Wetland Hydrology Present? Yes ❑ No X1 Remarks: No wetland criteria met. Data collected east of Wetland A in southern portion of the site. VEGETATION — Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stralum (Plot size: 30 ft) % Cover Species? Status Number of Dominant Species 1. Alnus rubra 40 Yes FAC That Are OBL, FACW, or FAC: 2 (A) 2• Total Number of Dominant 3 Species Across All Strata: 5 (B) 4• Percent of Dominant Species 40 = Total Cover That Are OBL, FACW, or FAC: 40% (A/B) Saplino)Shrub Stratum (Plot size: 15 ft) Prevalence Index worksheet: 1. Gaultheria shallon 25 Yes FACU 2. Spiraea douglasii 15 Yes FACW Total %ver of: �b : 3. Rubus spectabilis 10 No FAC OBL species x 1 = 4. Malus fusca 5 No FACW FACW species x 2 = 5 FAC species x 3 = 55 = Total Cover FACU species x 4 = Herb Stratum (Plot size: 5 ft) UPL species x 5 = 1. Pteridium aquilinum 20 Yes FACU Column Totals: (A) (B) 2. Rubus ursinus 15 Yes FACU 3. Polystichum munitum 5 No FACU Prevalence Index = B/A = Hydrophytic Vegetation Indicators: 4 ❑ Rapid Test for Hydrophytic Vegetation 5 ❑ Dominance Test is >50% 6 ❑ Prevalence Index is 53.0' 7. ❑ Morphological Adaptations' (Provide supporting $ data in Remarks or on a separate sheet) 9. ❑ Wetland Non -Vascular Plants' 10. ❑ Problematic Hydrophytic Vegetation' (Explain) 11. 'Indicators of hydric soil and wetland hydrology must 4Q Total Cover be present, unless disturbed or problematic. W2gdv Vine Stratum (Plot size: 3,_5ft) 1 Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes ❑ No El % Bare Ground in Herb Stratum 60 Remarks. No hydrophytic vegetation criteria met; prevalence index not warranted due to lack of wetland hydrology and hydric soils. US Army Corps of Engineers Western Mountains, Valleys, and Coast — Version 2.0 SOIL Sampling Point: DP-2 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Tvoe' Loc2 Texture Remarks 0-6 5YR 2.5/1 100 - - - SaLo Sandy loam with organics 6 - 12 5YR 3/2 100 - - SaLo Sandy loam 12 - 14 10YR 3/3 100 - - - SaLo Gravelly sandy loam 'Type. C=Concentration, D=De letion, RM=Reduced Matrix CS=Covered or Coated Sand Grains. Location: PL=Pore Lining,M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soiils3: ❑ Histosol (Al) ❑ Sandy Redox (S5) ❑ 2 cm Muck (A10) ❑ Histic Epipedon (A2) ❑ Stripped Matrix (S6) ❑ Red Parent Material (TF2) ❑ Black Histic (A3) ❑ Loamy Mucky Mineral (F1) (except MLRA 1) ❑ Very Shallow Dark Surface (TF12) ❑ Hydrogen Sulfide (A4) ❑ Loamy Gleyed Matrix (F2) ❑ Other (Explain in Remarks) ❑ Depleted Below Dark Surface (A11) ❑ Depleted Matrix (F3) ❑ Thick Dark Surface (Al2) ❑ Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and ❑ Sandy Mucky Mineral (S1) ❑ Depleted Dark Surface (F7) wetland hydrology must be present, ❑ Sandy Gleyed Matrix (S4) ❑ Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type: None Depth (inches): -- Hydric Soil Present? Yes ❑ No x❑ Remarks: No hydric soil indicators. HYDROLOGY Wetland Hydrology Indicators: Prima Indicators (minimum of one required7 rhck all that I Secondary. -In i rs 2 or re re ui e ❑ Surface Water (Al) ❑ Water -Stained Leaves (139) (except MLRA ❑ Water -Stained Leaves (139) (MLRA 1, 2, ❑ High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 4B) ❑ Saturation (A3) ❑ Salt Crust (B11) ❑ Drainage Patterns (1310) ❑ Water Marks (61) ❑ Aquatic Invertebrates (613) ❑ Dry -Season Water Table (C2) ❑ Sediment Deposits (132) ❑ Hydrogen Sulfide Odor (Cl) ❑ Saturation Visible on Aerial Imagery (C9) ❑ Drift Deposits (133) ❑ Oxidized Rhizospheres along Living Roots (C3) ❑ Geomorphic Position (D2) ❑ Algal Mat or Crust (134) ❑ Presence of Reduced Iron (C4) ❑ Shallow Aquitard (D3) ❑ Iron Deposits (135) ❑ Recent Iron Reduction in Tilled Soils (C6) ❑ FAC-Neutral Test (D5) ❑ Surface Soil Cracks (136) ❑ Stunted or Stressed Plants (D1) (LRR A) ❑ Raised Ant Mounds (D6) (LRR A) ❑ Inundation Visible on Aerial Imagery (137) ❑ Other (Explain in Remarks) ❑ Frost -Heave Hummocks (D7) ❑ Sparsely Vegetated Concave Surface (138) Field Observations: Surface Water Present? Yes ❑ No ® Depth (inches): None Water Table Present? Yes ❑ No x❑ Depth (inches): None Saturation Present? Yes ❑ No x❑ Depth (inches): None Wetland Hydrology Present? Yes ❑ No x❑ includes ca pilia ry fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No hydrologic criteria met. US Army Corps of Engineers Western Mountains, Valleys, and Coast —Version 2.0 WETLAND DETERMINATION DATA FORM — Western Mountains, Valleys, and Coast Region Project/Site: 1779.0002 - South 320th Street & 1-5 CitylCounty: Federal Way / Kinq Sampling Date: 09/12'2019 Applicant/Owner: Pape Properties Inc State: WA Sampling Point: DP-3 Investigator(s): Rachael Hyland, Jake Layman Section, Township, Range: 9 / 21 N / 04E Landform (hillslope, terrace, etc.): Depression Local relief (concave, convex, none): Concave Slope (%): 0 Subregion (LRR): A2 Lat: 47.318100 Long:-122.29473055 Datum: WGS 84 Soil Map Unit Name: Seattle muck NWI classification: PFO Are climatic / hydrologic conditions on the site typical for this time of year? Yes ❑x No ❑ (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes ❑x No ❑ Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes ❑x No ❑ Is the Sampled Area Hydric Soil Present? Yes MI No ❑ within a Wetland? Yes 9 No ❑ Wetland Hydrology Present? Yes 91 No ❑ Remarks: All three wetland criteria met. Data collected in northern portion of Wetland A. VEGETATION — Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) °o C ver Species? Status Number of Dominant Species 1 That Are OBL, FACW, or FAC: 6 (A) 2. Total Number of Dominant 3, Species Across All Strata: 6 (B) 4. 0 Percent of Dominant Species = Total Cover That Are OBL, FACW, or FAC: 1 00% (A/B) a lin IShru tratum (Plot size: 15 ft) 1. Lonicera involucrata 60 Yes FAC Prevalence Index worksheet: 2, Rubus spectabilis 20 Yes FAC Total % Cover of,__ Multiply by: 3 OBL species x 1 = 4 FACW species x 2 = 5 FAC species x 3 = 80 = Total Cover FACU species x 4 = Herb_Slraium (Plot size: 5 ft) UPL species x 5 1. Lysichiton americanus 35 Yes OBL Column Totals: (A) (g} 2. Solanum dulcamara 30 Yes FAC 3, Athyrium cyclosorum 25 Yes FAC Prevalence Index = B/A = Hydrophytic Vegetation Indicators: 4. Oenanthe sarmentosa 25 Yes OBL 5. Urtica dioica 5 No FAC ❑ Rapid Test for Hydrophytic Vegetation 6 ❑x Dominance Test is >50% ❑ Prevalence Index is <_3.0' 7 ❑ Morphological Adaptations' (Provide supporting $ data in Remarks or on a separate sheet) 9. ❑ Wetland Non -Vascular Plants' 10. ❑ Problematic Hydrophytic Vegetation' (Explain) 11. 120 'Indicators of hydric soil and wetland hydrology must = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1' Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes ❑x No ❑ % Bare Ground in Herb Stratum 0 Remarks: Hydrophytic vegetation met through dominance test. US Army Corps of Engineers Western Mountains, Valleys, and Coast — Version 2.0 SOIL DP-3 Sampling Point: Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix (inches) Color (moist) % RedoRedoK Features Color (moist) % Type ; Locz Texture Remarks 0-7 7.5YR 3/1 100 - - - McLo Mucky medium loam 7 - 11 2.5Y 3/1 100 - - - - SaLo Sandy loam 11 - 14 2.5Y 4/2 93 5YR 4/6 2 C M SiLo Silt loam 11 - 14 2.5Y 5/4 5 C M 'Type: C=Concentration, D=De letion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location'. PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils': ❑ Histosol (Al) ❑ Sandy Redox (S5) ❑ 2 cm Muck (A10) ❑ Histic Epipedon (A2) ❑ Stripped Matrix (S6) ❑ Red Parent Material (TF2) ❑ Black Histic (A3) ❑x Loamy Mucky Mineral (F1) (except MLRA 1) ❑ Very Shallow Dark Surface (TF12) ❑ Hydrogen Sulfide (A4) ❑ Loamy Gleyed Matrix (F2) ❑ Other (Explain in Remarks) ❑x Depleted Below Dark Surface (Al 1) ❑ Depleted Matrix (F3) ❑ Thick Dark Surface (Al2) [IRedox Dark Surface (F6) 'Indicators of hydrophytic vegetation and ❑ Sandy Mucky Mineral (S1) ❑ Depleted Dark Surface (F7) wetland hydrology must be present, ❑ Sandy Gleyed Matrix (S4) ❑ Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type: None Depth (inches): '" Hydric Soil Present? Yes ❑x No ❑ Remarks: Hydric soil criteria met through indicators All and F1. HYDROLOGY Wetland Hydrology Indicators: o^.n lndicators (minimum of 2ne reouired' check all that annly) 5 nda i r e it d ❑ Surface Water (Al) ❑ Water -Stained Leaves (139) (except MLRA ❑ Water -Stained Leaves (139) (MLRA 1, 2, ❑ High Water Table (A2) 1, 2, 4A, and 413) 4A, and 4B) ❑x Saturation (A3) ❑ Salt Crust (1311) ❑ Drainage Patterns (1310) ❑ Water Marks (131) ❑ Aquatic Invertebrates (1313) ❑ Dry -Season Water Table (C2) ❑ Sediment Deposits (132) ❑ Hydrogen Sulfide Odor (C1) ❑ Saturation Visible on Aerial Imagery (C9) ❑ Drift Deposits (63) ❑ Oxidized Rhizospheres along Living Roots (C3) ❑ Geomorphic Position (D2) ❑ Algal Mat or Crust (134) ❑ Presence of Reduced Iron (C4) ❑ Shallow Aquitard (D3) ❑ Iron Deposits (135) ❑ Recent Iron Reduction in Tilled Soils (C6) ❑ FAC-Neutral Test (D5) ❑ Surface Soil Cracks (136) ❑ Stunted or Stressed Plants (D1) (LRR A) ❑ Raised Ant Mounds (D6) (LRR A) ❑ Inundation Visible on Aerial Imagery (137) ❑ Other (Explain in Remarks) ❑ Frost -Heave Hummocks (D7) ❑ Sparsely Vegetated Concave Surface (138) Field Observations: Surface Water Present? Yes ❑ No ® Depth- (inches): Water Table Present? Yes ® No ❑ Depth (inches): 14 Saturation Present? Yes ® No ❑ Depth (inches): 12 Wetland Hydrology Present? Yes ❑x No ❑ includes ca i I lary frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Hydrology criteria met through primary indicator A2. US Army Corps of Engineers Western Mountains, Valleys, and Coast — Version 2.0 WETLAND DETERMINATION DATA FORM — Western Mountains, Valleys, and Coast Region Project/Site: 1779.0002 - South 320th Street & 1-5 city/County: Federal Way / King Sampling Date: 09/12/2019 Applicant/Owner: Pape Properties Inc State: WA Sampling Point: DP-4 Investigator(s): Rachael Hyland, Jake Layman Section, Township, Range: 9 / 21 N / 04E Landform (hillslope, terrace, etc.): Toe of Slope Local relief (concave, convex, none): Concave Slope (%): 1 Subregion (LRR)- A2 Lat: 47.318038 Long:-122.29462011 Datum: WGS 84 Soil Map Unit Name: Alderwood gravelly sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes 9 No ❑ (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes © No ❑ Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes ❑ No ❑x Is the Sampled Area Hydric Soil Present? Yes ❑ No ❑x within a Wetland? Yes ❑ No Wetland Hydrology Present? Yes ❑ No ❑x Remarks: No wetland criteria met. Data collected east of Wetland A in northern portion of the site. VEGETATION — Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) % ver Species? Status Number of Dominant Species 1, Thuja plicata 25 Yes FAC That Are OBL, FACW, or FAC: 3 (A) 2. Alnus rubra 15 Yes FAC Total Number of Dominant 3. Pseudotsuga menziesii 10 Yes FACU Species Across All Strata: 7 (B) 4. 50 Percent of Dominant Species = Total Cover That Are OBL, FACW, or FAC: 43% (A/B) a lin /Shrub tratum (Plot size: 15 ft) 1. Gaultheria shallon 20 Yes FACU Prevalence index worksheet: 2. Rubus spectabilis 10 Yes FAC Total % Cover of: Multiply by 3, Sambucus racemosa 5 No FACU OBL species x 1 = 4. Vaccinium parvifolium 5 No FACU FACW species x 2 = 5 FAC species x 3 = 40 = Total Cover FACU species x 4 = Herb_Stratum (Plot size: 5 ft) UPL species x 5 = 1. Rubus ursinus 40 Yes FACU Column Totals: (A) (B) 2. Polystichum munitum 25 Yes FACU 3 Prevalence Index = B/A = Hydrophytic Vegetation Indicators: 4 ❑ Rapid Test for Hydrophytic Vegetation 5 ❑ Dominance Test is >50% 6 ❑ Prevalence Index is <_3.0' 7. ❑ Morphological Adaptations' (Provide supporting $ data in Remarks or on a separate sheet) 9. ❑ Wetland Non -Vascular Plants' 10. ❑ Problematic Hydrophytic Vegetation' (Explain) 11. 'Indicators of hydric soil and wetland hydrology must 65 Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1 Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes ❑ No ❑x % Bare Ground in Herb Stratum 35 Remarks. No hydrophytic vegetation criteria met; prevalence index not warranted due to lack of wetland hydrology and hydric soils. US Army Corps of Engineers Western Mountains, Valleys, and Coast —Version 2.0 SOIL Sampling Point: DP-4 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix (inches) Color (moist) % Redox Features Color (moist) % Tvoe' Locz Texture Remarks 0-4 5YR 3/1 100 - - - - McLo Medium loam 4-8 2.5Y 5/3 100 - - SaLo Sandy loam with <1 % concretions 8 - 13 10YR 3/1 100 - SiLo Silt loam 13 - 15 10YR 4/2 95 10YR 6/8 5 C M SaCILO Sandy clay loam 'Type-. C=Concentration, D=De tetion, RM=Reduced Matrix. CS=Covered or Coated Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: ❑ Histosol (Al) ❑ Sandy Redox (S5) ❑ 2 cm Muck (A10) ❑ Histic Epipedon (A2) ❑ Stripped Matrix (S6) ❑ Red Parent Material (TF2) ❑ Black Histic (A3) ❑ Loamy Mucky Mineral (F1) (except MLRA 1) ❑ Very Shallow Dark Surface (TF12) ❑ Hydrogen Sulfide (A4) ❑ Loamy Gleyed Matrix (F2) ❑ Other (Explain in Remarks) ❑ Depleted Below Dark Surface (Al 1) ❑ Depleted Matrix (F3) ❑ Thick Dark Surface (Al2) ElRedox Dark Surface (F6) 3Indicators of hydrophytic vegetation and ❑ Sandy Mucky Mineral (S1) ❑ Depleted Dark Surface (F7) wetland hydrology must be present, ❑ Sandy Gleyed Matrix (54) ❑ Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type- None Depth (inches); Hydric Soil Present? Yes ❑ No x❑ Remarks: No hydric soil indicators met. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one re aired: check all that a Secondary Indicators (2 or more r uir ❑ Surface Water (Al) ❑ Water -Stained Leaves (69) (except MLRA ❑ Water -Stained Leaves (139) (MLRA 1, 2, ❑ High Water Table (A2) 1, 2, 4A, and 46) 4A, and 46) ❑ Saturation (A3) ❑ Salt Crust (B11) ❑ Drainage Patterns (B10) ❑ Water Marks (131) ❑ Aquatic Invertebrates (1313) ❑ Dry -Season Water Table (C2) ❑ Sediment Deposits (62) ❑ Hydrogen Sulfide Odor (Cl) ❑ Saturation Visible on Aerial Imagery (C9) ❑ Drift Deposits (63) ❑ Oxidized Rhizospheres along Living Roots (C3) ❑ Geomorphic Position (D2) ❑ Algal Mat or Crust (B4) ❑ Presence of Reduced Iron (C4) ❑ Shallow Aquitard (D3) ❑ Iron Deposits (65) ❑ Recent Iron Reduction in Tilled Soils (C6) ❑ FAC-Neutral Test (D5) ❑ Surface Soil Cracks (66) ❑ Stunted or Stressed Plants (D1) (LRR A) ❑ Raised Ant Mounds (D6) (LRR A) ❑ Inundation Visible on Aerial Imagery (137) ❑ Other (Explain in Remarks) ❑ Frost -Heave Hummocks (D7) ❑ Sparsely Vegetated Concave Surface (68) Field Observations: Surface Water Present? Yes ❑ No ® Depth (inches): None Water Table Present? Yes ❑ No x❑ Depth (inches): None Saturation Present? Yes ❑ No © Depth (inches): None Wetland Hydrology Present? Yes ❑ No x❑ includes ca illa fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available Remarks: No hydrologic criteria met. US Army Corps of Engineers Western Mountains, Valleys, and Coast —Version 2.0 WETLAND DETERMINATION DATA FORM — Western Mountains, Valleys, and Coast Region Project/Site: 1779.0002 - South 320th Street & 1-5 City/county: Federal Way / King Sampling Date: 09/12/2019 Applicant/Owner: Pape Properties Inc State: WA Sampling Point: DP-5 Investigator(s): Rachael Hyland, Jake Layman Section, Township, Range: 9 / 21 N / 04E Landform (hillslope, terrace, etc.): HillSlope Local relief (concave, convex, none): None Slope (%): 3 Subregion (LRR): A2 Lat: 47.317108 Long:-122.29307512 Datum: WGS 84 Soil Map Unit Name: Alderwood gravelly sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes ❑x No ❑ (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes N No ❑ Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes ❑ No 0 Is the Sampled Area Hydric Soil Present? Yes ❑ No x❑ within a Wetland? Yes ❑ No N Wetland Hydrology Present? Yes ❑ No 0 Remarks: No wetland criteria met. Data collected in central -eastern portion of the site. VEGETATION — Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 30 ft) Cover Species? Status 1. Populus balsamifera 15 Yes FAC 2_ Acer macrophyllum 10 Yes FACU 3. 4. 25 = Total Cover SaplinglShrub Stratum (Plot size: 15 ft) 1. Rubus armeniacus 20 Yes FAC 2_ Populus balsamifera 1 No FAC 3. 4. 5. 21 = Total Cover Herb Stratum (Plot size: —5ft) 1. Tanacetum vulgare 35 Yes FACU 2. Plantago lanceolata 15 Yes FACU 3, Phalaris arundinacea 10 No FACW 4. Trifolium repens 2 No FAC 5. Cirsium vulgare 2 No FACU 6, Gnaphalium uliginosum 2 No FAC 7_ Rubus laciniatus 2 No FACU 8, 9. 10. 11. 68 = Total Cover Woody Mne,9,traturn (Plot size: 30 ft) 1. 2. 0 = Total Cover Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 2 (A) Total Number of Dominant Species Across All Strata: 5 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 40% (A/B) Prevalence Index worksheet: Total °I Cover of: MUltiiDl _bw. OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = Hydrophytic Vegetation Indicators: ❑ Rapid Test for Hydrophytic Vegetation ❑ Dominance Test is >50% ❑ Prevalence Index is 53.0' ❑ Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) ❑ Wetland Non -Vascular Plants' ❑ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Hydrophytic Vegetation Present? Yes ❑ No N % Bare Ground in Herb Stratum 32 Remarks: No hydrophytic vegetation criteria met; prevalence index not warranted due to lack of wetland hydrology and hydric soils. US Army Corps of Engineers Western Mountains, Valleys, and Coast — Version 2.0 SOIL Sampling Point: DP-5 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth _ M_atrixRedox (inches) Color (moist) % Features Color (moist) % Type' Loc2 Texture Remarks 0-7 10YR 3/3 100 - - - SILO Silt loam 7 - 13 10YR 4/3 95 5YR 4/6 5 C PL SiLo Silt loam, cemented layer 'Type: C=Concentration, D=De letion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 21-ocation: PL=Pare Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils': ❑ Histosol (Al) ❑ Sandy Redox (S5) ❑ 2 cm Muck (A10) ❑ Histic Epipedon (A2) ❑ Stripped Matrix (S6) ❑ Red Parent Material (TF2) ❑ Black Histic (A3) ❑ Loamy Mucky Mineral (F1) (except MLRA 1) ❑ Very Shallow Dark Surface (TF12) ❑ Hydrogen Sulfide (A4) ❑ Loamy Gleyed Matrix (F2) ❑ Other (Explain in Remarks) ❑ Depleted Below Dark Surface (Al 1) ❑ Depleted Matrix (F3) ❑ Thick Dark Surface (Al2) ❑ Redox Dark Surface (F6) 'Indicators of hydrophytic vegetation and ❑ Sandy Mucky Mineral (S1) ❑ Depleted Dark Surface (F7) wetland hydrology must be present, ❑ Sandy Gleyed Matrix (S4) ❑ Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type. None Depth (inches): " Hydric Soil Present? Yes ❑ No x❑ Remarks: No hydric soil indicators met. Second layer is extremely compacted and cemented, shovel refusal at 13" due to compaction. HYDROLOGY Wetland Hydrology Indicators: Primary Indi®rMars (minimum of one reouired: check all that anoiy) �Sewndary indicators (2 of more requireat ❑ Surface Water (Al) ❑ Water -Stained Leaves (69) (except MLRA ❑ Water -Stained Leaves (139) (MLRA 1, 2, ❑ High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 46) ❑ Saturation (A3) ❑ Salt Crust (B11) ❑ Drainage Patterns (1310) ❑ Water Marks (61) ❑ Aquatic Invertebrates (1313) ❑ Dry -Season Water Table (C2) ❑ Sediment Deposits (132) ❑ Hydrogen Sulfide Odor (Cl) ❑ Saturation Visible on Aerial Imagery (C9) ❑ Drift Deposits (133) ❑ Oxidized Rhizospheres along Living Roots (C3) ❑ Geomorphic Position (D2) ❑ Algal Mat or Crust (134) ❑ Presence of Reduced Iron (C4) ❑ Shallow Aquitard (D3) ❑ Iron Deposits (135) ❑ Recent Iron Reduction in Tilled Soils (C6) ❑ FAC-Neutral Test (D5) ❑ Surface Soil Cracks (66) ❑ Stunted or Stressed Plants (131) (LRR A) ❑ Raised Ant Mounds (D6) (LRR A) ❑ Inundation Visible on Aerial Imagery (137) ❑ Other (Explain in Remarks) ❑ Frost -Heave Hummocks (D7) ❑ Sparsely Vegetated Concave Surface (68) Field Observations: Surface Water Present? Yes ❑ No ® Depth (inches): None Water Table Present? Yes ❑ No ❑x Depth (inches): None Saturation Present? Yes ❑ No ® Depth (inches): None Wetland Hydrology Present? Yes ❑ No x❑ (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available Remarks: No hydrologic criteria met. US Army Corps of Engineers Western Mountains, Valleys, and Coast — Version 2.0 WETLAND DETERMINATION DATA FORM — Western Mountains, Valleys, and Coast Region Project/Site: 1779.0002 - South 320th Street & 1-5 city/county: Federal Way / King Sampling Date: 09/12/2019 Applicant/Owner: Pape Properties Inc State: WA Sampling Point: DP-6 Investigator(s): Rachael Hyland, Jake Layman Section, Township, Range: 9 / 21 N / 04E Landform (hillslope, terrace, etc.): HillSlope Local relief (concave, convex, none): Convex Slope (%): 6 Subregion (LRR): A2 Lat: 47.316032 Long:-122.29437407 Datum: WGS 84 Soil Map Unit Name: Alderwood gravelly sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes ❑x No ❑ (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes x❑ No ❑ Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes 9 No ❑ Is the Sampled Area Hydric Soil Present? Yes ❑ No O within a Wetland? Yes ❑ No ❑x Wetland Hydrology Present? Yes ❑ No 0 Remarks: Not all three wetland criteria met; only hydrophytic vegetation present. Data collected within powerline easement, approximately 215 feet east of Wetland A. VEGETATION — Use scientific names of plants. Absolute Dominant Indicator Tree, Stratum (Plot size: 30 ft) % Cover Species? Status 1. 2. 3. 4. Sapling/Shrub Stratum (Plot size: 15 ft) 1. Rubus armeniacus 2. Cytlsus scoparius 3. 4. 5. Herbal r m (Plot size: 5 ft) 1. Plantago lanceolata 2. Agrostis capillaris 3. Hedera helix 4. Hypericum perforatum 5. 6. 7. 8. 9. 10. 11. W ody Vine Stratum (Plot size: 30 ft) I. 2. 0 = Total Cover 25 Yes FAC 1 No UPL 26 = Total Cover 35 Yes FACU 25 Yes FAC 15 No FACU 1 No FACU 76 = Total Cover 0 = Total Cover % Bare Ground in Herb Stratum 24 Remarks: Hydrophytic vegetation criteria met through the dominance test. Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 2 (A) Total Number of Dominant Species Across All Strata: 3 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 67% (A/B) Prevalence Index worksheet: Total °I Cover of _ Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = Hydrophytic Vegetation Indicators: ❑ Rapid Test for Hydrophytic Vegetation ❑x Dominance Test is >50% ❑ Prevalence Index is <_3.0' ❑ Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) ❑ Wetland Non -Vascular Plants' ❑ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Hydrophytic Vegetation Present? Yes ❑x No ❑ US Army Corps of Engineers Western Mountains, Valleys, and Coast — Version 2.0 SOIL DP-6 Sampling Point: Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox_ Features (inches) Color (moist) % Color (moist) % Tvoe' LocZ Texture Remarks 0-3 7.5R 4/3 100 - - - - SaLo Sandy loam 3-11 10YR 5/3 100 - - - - SaLo Gravelly sandy loam 'Type: C=Concentration, D=De letion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining. M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: ❑ Histosol (Al) ❑ Sandy Redox (S5) ❑ 2 cm Muck (A10) ❑ Histic Epipedon (A2) ❑ Stripped Matrix (S6) ❑ Red Parent Material (TF2) ❑ Black Histic (A3) ❑ Loamy Mucky Mineral (F1) (except MLRA 1) ❑ Very Shallow Dark Surface (TF12) ❑ Hydrogen Sulfide (A4) ❑ Loamy Gleyed Matrix (F2) ❑ Other (Explain in Remarks) ❑ Depleted Below Dark Surface (Al 1) ❑ Depleted Matrix (F3) ❑ Thick Dark Surface (Al2) ❑ Redox Dark Surface (F6) 31ndicators of hydrophytic vegetation and ❑ Sandy Mucky Mineral (S1) ❑ Depleted Dark Surface (F7) wetland hydrology must be present, ❑ Sandy Gleyed Matrix (SA) ❑ Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type None Depth (inches): "" Hydric Soil Present? Yes ❑ No ❑x Remarks: Shovel refusal at 11 inches due to compaction. No hydric soil indicators met, and no possible indicators due to bright matrices despite the refusal at 11 inches. HYDROLOGY Wetland Hydrology Indicators: Primary lndica ors (minimum of one required: check all that aoolv) ndaryjndicators (2 or more i ed ❑ Surface Water (Al) ❑ Water -Stained Leaves (139) (except MLRA ❑ Water -Stained Leaves (139) (MLRA 1, 2, ❑ High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 413) ❑ Saturation (A3) ❑ Salt Crust (B11) ❑ Drainage Patterns (B10) ❑ Water Marks (131) ❑ Aquatic Invertebrates (B13) ❑ Dry -Season Water Table (C2) ❑ Sediment Deposits (132) ❑ Hydrogen Sulfide Odor (Cl) ❑ Saturation Visible on Aerial Imagery (C9) ❑ Drift Deposits (133) ❑ Oxidized Rhizospheres along Living Roots (C3) ❑ Geomorphic Position (D2) ❑ Algal Mat or Crust (B4) ❑ Presence of Reduced Iron (C4) ❑ Shallow Aquitard (D3) ❑ Iron Deposits (135) ❑ Recent Iron Reduction in Tilled Soils (C6) ❑ FAC-Neutral Test (D5) ❑ Surface Soil Cracks (136) ❑ Stunted or Stressed Plants (D1) (LRR A) ❑ Raised Ant Mounds (D6) (LRR A) ❑ Inundation Visible on Aerial Imagery (137) ❑ Other (Explain in Remarks) ❑ Frost -Heave Hummocks (D7) ❑ Sparsely Vegetated Concave Surface (138) Field observations: Surface Water Present? Yes ❑ No ® Depth (inches): None Water Table Present? Yes ❑ No x❑ Depth (inches): None Saturation Present? Yes ❑ No X❑ Depth (inches): None Wetland Hydrology Present? Yes ❑ No ❑X includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No hydrologic criteria met. US Army Corps of Engineers Western Mountains, Valleys, and Coast — Version 2.0 Attachment E - Wetland Rating Form 1779.0002 Pape Properties Soundview Consultants LLC j Wetland and Fish & Wildlife Habitat Assessment & Buffer Averaging Plan Revised March 5, 2020 Wetland name or number A RATING SUMMARY — Western Washington Name of wetland (or ID #): A Rated by Rachael Hyland, Matt DeCaro Date of site visit: 09/12/19 Trained by Ecology? ✓ Yes No Date of training 9/2016 HGM Class used for rating ❑epresSional Wetland has multiple HGM classes?_Y ✓ N NOTE: Form is not complete without the figures requested (figures can be combined). Source of base aerial photo/map ESRI ArcGIS OVERALL WETLAND CATEGORY III (based on functions ✓ or special characteristics_) 1. Category of wetland based on FUNCTIONS Category I —Total score = 23 - 27 Category II — Total score = 20 - 22 X Category III — Total score = 16 - 19 Category IV — Total score = 9 - 15 FUNCTION I Improving I Hydrologic Habitat Water Quality Circle the appropriate ratings Site Potential M M M Landscape Potential M H L Value L L M TOTAL Score Based on 5 6 5 16 Ratings 2. Category based on SPECIAL CHARACTERISTICS of wetland CHARACTERISTIC CATEGORY Estuarine I II Wetland of High Conservation Value I Bog I Mature Forest I Old Growth Forest I Coastal Lagoon I II Interdunal I II III IV None of the above N/A Score for each function based on three rati ngs (order of ratings is not important) 9 = H,H,H 8 = H,H,M 7 = H,H,L 7 = H,M,M 6 = H,M,L 6 = M,M,M 5 = H,L,L 5 = M,M,L 4 = M,L,L 3 = L,L,L Wetland Rating System for Western WA: 2014 Update 1 Rating Form - Effective January 1, 2015 Wetland name or number A Maps and figures required to answer questions correctly for Western Washington ❑e ressional Wetlands Map of: To answer questions: Figure # Cowardin plant classes D 1.3, H 1.1, H 1.4 Hydroperiods D 1.4, H 1.2 Location of outlet (can be added to map of hydroperiods) D 1.11 D 4.1 Boundary of area within 150 ft of the wetland (can be added to another figure) D 2.2, D 5.2 Map of the contributing basin D 4.3, D 5.3 1 km Polygon: Area that extends 1 km from entire wetland edge - including polygons for accessible habitat and undisturbed habitat H 2.1, H 2.2, H 2.3 Screen capture of map of 303(d) listed waters in basin (from Ecology website) D 3.1, D 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) D 3.3 Riverine Wetlands Map of: To answer questions: Figure # Cowardin plant classes H 1.1, H 1.4 Hydroperiods H 1.2 Ponded depressions R 1.1 Boundary of area within 150 ft of the wetland (can be added to another figure) R 2.4 Plant cover of trees, shrubs, and herbaceous plants R 1.2, R 4.2 Width of unit vs. width of stream (can be added to another figure) R 4.1 Map of the contributing basin R 2.2, R 2.3, R 5.2 1 km Polygon: Area that extends 1 km from entire wetland edge - including polygons for accessible habitat and undisturbed habitat H 2.1, H 2.2, H 2.3 Screen capture of map of 303(d) listed waters in basin (from Ecology website) R 3.1 Screen capture of list of TMDLs for WRIA in which unit is found (from web) R 3.2, R 3.3 Lake Fringe Wetlands Map of: To answer questions: Figure # Cowardin plant classes L 1.1, L 4.1, H 1.1, H 1.4 Plant cover of trees, shrubs, and herbaceous plants L 1.2 Boundary of area within 150 ft of the wetland (can be added to another figure) L 2.2 1 km Polygon: Area that extends 1 km from entire wetland edge - including polygons for accessible habitat and undisturbed habitat H 2.11 H 2.2, H 2.3 Screen capture of map of 303(d) listed waters in basin (from Ecology website) L 3.1, L 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) L 3.3 Slope Wetlands Map of: To answer questions: Figure # Cowardin plant classes H 1.1, H 1.4 Hydroperiods H 1.2 Plant cover of dense trees, shrubs, and herbaceous plants S 1.3 Plant cover of dense, rigid trees, shrubs, and herbaceous plants (can be added to figure above) S 4.1 Boundary of 150 ft buffer (can be added to another figure) S 2.1, S 5.1 1 km Polygon: Area that extends 1 km from entire wetland edge - including polygons for accessible habitat and undisturbed habitat H 2.1, H 2.2, H 2.3 Screen capture of map of 303(d) listed waters in basin (from Ecology website) S 3.1, S 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) 53.3 Wetland Rating System for Western WA: 2014 Update Rating Form - Effective January 1, 2015 2 Wetland name or number A HGM Classification of Wetlands in Western Washington For questions 1-7, the criteria described must apply to the entire unit being rated. If the hydrologic criteria listed in each question do not apply to the entire unit being rated, you probably have a unit with multiple HGM classes. In this case, identify which hydrologic criteria in questions 1-7 apply, and go to Question 8. 1. Are the water levels in the entire unit usually controlled by tides except during floods? ENO - go to 2 ❑ YES - the wetland class is Tidal Fringe - go to 1.1 1.1 Is the salinity of the water during periods of annual low flow below 0.5 ppt (parts per thousand)? ❑NO - Saltwater Tidal Fringe (Estuarine) ❑YES - Freshwater Tidal Fringe Ifyour wetland can be classified as a Freshwater Tidal Fringe use the forms for Riverine wetlands. If it is Saltwater Tidal Fringe it is an Estuarine wetland and is not scored. This method cannot be used to score functions for estuarine wetlands. 2. The entire wetland unit is flat and precipitation is the only source (>90%) of water to it. Groundwater and surface water runoff are NOT sources of water to the unit. X❑NO - go to 3 ❑YES - The wetland class is Flats Ifyour wetland can be classified as a Flats wetland, use the form for Depressional wetlands. 3. Does the entire wetland unit meet all of the following criteria? ❑The vegetated part of the wetland is on the shores of a body of permanent open water (without any plants on the surface at any time of the year) at least 20 ac (8 ha) in size; ❑At least 30% of the open water area is deeper than 6.6 ft (2 m). ENO - go to 4 ❑YES - The wetland class is Lake Fringe (Lacustrine Fringe) 4. Does the entire wetland unit meet all of the following criteria? ❑The wetland is on a slope (slope can be very gradual), ❑The water flows through the wetland in one direction (unidirectional) and usually comes from 1 seeps. It may flow subsurface, as sheetflow, or in a swale without distinct banks, ❑The water leaves the wetland without being impounded. X❑NO - go to 5 ❑ YES - The wetland class is Slope NOTE: Surface water does not pond in these type of wetlands except occasionally in very small and shallow depressions or behind hummocks (depressions are usually <3 ft diameter and less than 1 ft deep). 5. Does the entire wetland unit meet all of the following criteria? =The unit is in a valley, or stream channel, where it gets inundated by overbank flooding from that YJ stream or river, =The overbank flooding occurs at least once every 2 years. Wetland Rating System for Western WA: 2014 Update } Rating Form - Effective January 1, 2015 Wetland name or number A Fx-1 NO - go to 6 ❑YES - The wetland class is Riverine NOTE: The Riverine unit can contain depressions that are filled with water when the river is not flooding 6. Is the entire wetland unit in a topographic depression in which water ponds, or is saturated to the surface, at sometime during the year? This means that any outlet, if present, is higher than the interior of the wetland. ❑NO-goto7 M YES - The wetland class is Depressional 7. Is the entire wetland unit located in a very flat area with no obvious depression and no overbank flooding? The unit does not pond surface water more than a few inches. The unit seems to be maintained by high groundwater in the area. The wetland may be ditched, but has no obvious natural outlet. ❑NO-goto8 ❑ YES - The wetland class is Depressional 8. Your wetland unit seems to be difficult to classify and probably contains several different HGM classes. For example, seeps at the base of a slope may grade into a riverine floodplain, or a small stream within a Depressional wetland has a zone of flooding along its sides. GO BACK AND IDENTIFY WHICH OF THE HYDROLOGIC REGIMES DESCRIBED IN QUESTIONS 1-7 APPLY TO DIFFERENT AREAS IN THE UNIT (make a rough sketch to help you decide). Use the following table to identify the appropriate class to use for the rating system if you have several HGM classes present within the wetland unit being scored. NOTE: Use this table only if the class that is recommended in the second column represents 10% or more of the total area of the wetland unit being rated. If the area of the HGM class listed in column 2 is less than 10% of the unit; classify the wetland using the class that represents more than 90% of the total area. HGM classes within the wetland unit being rated HGM class to use in rating Slope + Riverine Riverine Slope + Depressional Depressional Slope + Lake Fringe Lake Fringe Depressional + Riverine along stream within boundary of depression Depressional Depressional + Lake Fringe Depressional Riverine + Lake Fringe Riverine Salt Water Tidal Fringe and any other class of freshwater wetland Treat as ESTUARINE Ifyou are still unable to determine which of the above criteria apply to your wetland, or ifyou have more than 2 HGM classes within a wetland boundary, classify the wetland as Depressional for the rating. Wetland Rating System for Western WA: 2014 Update 4 Rating Form - Effective January 1, 2015 �I Wetland name or number A DEPRESSIONAL AND FLATS WETLANDS Water Quality Functions - Indicators that the site functions to improve water quality D 1.0. Does the site have the potential to improve water quality? D 1.1. Characteristics of surface water outflows from the wetland: Wetland is a depression or flat depression (QUESTION 7 on key) with no surface water leaving it (no outlet). points = 3 Wetland has an intermittently flowing stream or ditch, OR highly constricted permanently flowing outlet. 3 points = 2 Wetland has an unconstricted, or slightly constricted, surface outlet that is permanently flowing points = 1 Wetland is a flat depression (QUESTION 7 on key), whose outlet is a permanently flowing ditch. points = 1 D 1.2. The soil 2 in below the surface or duff laZeLl is true clay or true organic (use NRCS definitions). Yes = 4 No = 0 4 D 1.3. Characteristics and distribution of persistent plants (Emergent, Scrub -shrub, and/or Forested Cowardin classes): Wetland has persistent, ungrazed, plants > 95% of area points = 5 Wetland has persistent, ungrazed, plants > %: of area points = 3 3 Wetland has persistent, ungrazed plants > 1/10 of area points = 1 Wetland has persistent, ungrazed plants <1/10 of area points = 0 D 1.4. Characteristics of seasonal pon din or inundation: This is the area that is ponded for at least 2 months. See description in manual. Area seasonally ponded is > % total area of wetland points = 4 0 Area seasonally ponded is > X total area of wetland points = 2 Area seasonally ponded is < X total area of wetland points = 0 Total for D 1 Add the points in the boxes above 1 10 Rating of Site Potential If score is:_12-16 = H X 6-11= M _0-5 = L Record the rating on the first page D 2.0. Does the landscape have the potential to support the water quality function of the site? D 2.1. Does the wetland unit receive stormwater discharges? Yes = 1 No = 0 1 D 2.2. Is > 10% of the area within 150 ft of the wetland in land uses that generate pollutants? Yes = 1 No = 0 1 D 2.3. Are there septic systems within 250 ft of the wetland? Yes = 1 No = 0 0 D 2.4. Are there other sources of pollutants coming into the wetland that are not listed in questions D 2.1-D 2.3? Source Yes = 1 No = 0 0 Total for D 2 Add the points in the boxes above 2 Rating of Landscape Potential If score is:_3 or 4 = H X 1 or Z = M _0 = L Record the rating on me Jirsr page D 3.0. Is the water quality improvement provided by the site valuable to society? D 3.1. Does the wetland discharge directly (i.e., within 1 mi) to a stream, river, lake, or marine water that is on the 0 303(d) list? Yes = 1 No = 0 D 3.2. Is the wetland in a basin or sub -basin where an aquatic resource is on the 303(d) list? Yes = 1 No = 0 0 D 3.3. Has the site been identified in a watershed or local plan as important for maintaining water quality (answer YES 0 if there is a TMDL for the basin in which the unit is found)? Yes = 2 No = 0 Total for D 3 Add the points in the boxes above 0 Rating of Value If score is: 2-4 = H _1 = M X 0 = L Record the rating on the first page NOTES and FIELD OBSERVATIONS: D 3.2 - Wetland A does not appear to have a hydrologic connection to any water on the 303(d) list. The only nearby 303(d) waters (Lake Dolloff and Mill Creek) are located in a separate sub -basin. D 3.3 - There are no water quality improvement projects covering the wetland according to WSDOE's Water Quality Atlas. Wetland Rating System for Western WA: 2014 Update 5 Rating Form — Effective January 1, 2015 Wetland name or number A ❑EPRESSIDNAL AND FLATS WETLANDS Hydrologic Functions - Indicators that the site functions to reduce flooding and stream degradation D 4.0. Does the site have the potential to reduce flooding and erosion? D 4.1. Characteristics of surface water outflows from the wetland: Wetland is a depression or flat depression with no surface water leaving it (no outlet) points = 4 Wetland has an intermittently flowing stream or ditch, OR highly constricted permanently flowing outletpoints = 2 4 Wetland is a flat depression (QUESTION 7 on key), whose outlet is a permanently flowing ditch points = 1 Wetland has an unconstricted, or slightly constricted, surface outlet that is permanently flowing points = 0 D 4.2. Depth of storage during wet periods: Estimate the height of ponding above the bottom of the outlet. for wetlands with no outlet, measure from the surface of permanent water or if dry, the deepest part. Marks of ponding are 3 ft or more above the surface or bottom of outlet points = 7 Marks of ponding between 2 ft to < 3 ft from surface or bottom of outlet points = 5 3 Marks are at least 0.5 ft to < 2 ft from surface or bottom of outlet points = 3 The wetland is a "headwater" wetland points = 3 Wetland is flat but has small depressions on the surface that trap water points = 1 Marks of ponding less than 0.5 ft (6 in) points = 0 D 4.3. Contribution of the wetland to storage in the watershed: Estimate the ratio of the area of upstream basin contributing surface water to the wetland to the area of the wetland unit itself. The area of the basin is less than 10 times the area of the unit points = 5 3 The area of the basin is 10 to 100 times the area of the unit points = 3 The area of the basin is more than 100 times the area of the unit points = 0 Entire wetland is in the Flats class points = 5 Total for D 4 Add the points in the boxes above 10 Rating of Site Potential If score is:_12-16 = H x 6-11= M �0-5 = L Record the rating on the first page D 5.0. Does the landscape have the potential to support hydrologic functions of the site? D 5.1. Does the wetland receive stormwater discharges? Yes = 1 No = O D 5.2. Is >10% of the area within 150 ft of the wetland in land uses that generate excess runoff? Yes = 1 No = 0 1 D 5.3. Is more than 25% of the contributing basin of the wetland covered with intensive human land uses (residential at 1 >1 residence/ac, urban, commercial, agriculture, etc.)? Yes = 1 No = 0 Total for D 5 Add the points in the boxes above 3 Rating of Landscape Potential If score is: X 3 = H _1 or 2 = M _O = L Record the rating on the first page D 6.0. Are the hydrologic functions provided by the site valuable to society? D 6.1. The unit is in a landscape that has flood inig problems. Choose the description that best matches conditions around the wetland unit being rated. Do not add points. Choose the highest score if more than one condition is met. The wetland captures surface water that would otherwise flow down -gradient into areas where flooding has damaged human or natural resources (e.g., houses or salmon redds): • Flooding occurs in a sub -basin that is immediately down -gradient of unit. points = 2 • Surface flooding problems are in a sub -basin farther down -gradient. points = 1 0 Flooding from groundwater is an issue in the sub -basin. points = 1 The existing or potential outflow from the wetland is so constrained by human or natural conditions that the water stored by the wetland cannot reach areas that flood. Explain why points = 0 Roadways (I-5 and 320th) act as levees and decouple Wetiand A from downstream flooding. points - 0 There are no problems with floodin downstream ❑ the wetland. - D 6.2. Has the site been identified as important for flood storage or flood conveyance in a regional flood control plan? 0 Yes=2 No=O Total for D 6 Add the points in the boxes above o Rating of Value If score is: _2-4 = H _1 = M X 0 = L Record the rating on the first page Wetland Rating System for Western WA: 2014 Update 6 Rating Form - Effective January 1, 2015 Wetland name or number A These questions apply to wetlands of all HGM classes. HABITAT FUNCTIONS - Indicators that site functions to provide important habitat H 1.0. Does the site have the potential to provide habitat? H 1.1. Structure of plant community: Indicators are Cowardin classes and strata within the Forested class. Check the Cowardin plant classes in the wetland. Up to 10 patches may be combined for each class to meet the threshold of Y, cc or more than 10% of the unit if it is smaller than 2.5 cc. Add the number of structures checked. x Aquatic bed 4 structures or more: points = 4 _ Emergent 3 structures: points = 2 Scrub -shrub (areas where shrubs have > 30% cover) 2 structures: points = 1 2 x Forested (areas where trees have > 30% cover) 1 structure: points = 0 If the unit has a Forested class, check if.• x The Forested class has 3 out of 5 strata (canopy, sub -canopy, shrubs, herbaceous, moss/ground-cover) that each cover 20% within the Forested polygon H 1.2. Hydroperiods Check the types of water regimes (hydroperiods) present within the wetland. The water regime has to cover more than 10% of the wetland or % ac to count (see text for descriptions of hydroperiods). Permanently flooded or inundated 4 or more types present: points = 3 x Seasonally flooded or inundated 3 types present: points = 2 Occasionally flooded or inundated 2 types present: points = 1 1 x Saturated only 1 type present: points = 0 Permanently flowing stream or river in, or adjacent to, the wetland Seasonally flowing stream in, or adjacent to, the wetland Lake Fringe wetland 2 points Freshwater tidal wetland 2 points H 1.3. Richness of plant species Count the number of plant species in the wetland that cover at least 10 ft2. Different patches of the same species can be combined to meet the size threshold and you do not have to name the species. Do not include Eurasian milfoil, reed canarygrass, purple loosestrife, Canadian thistle 2 If you counted: > 19 species points = 2 5 - 19 species points = 1 < 5 species points = 0 H 1.4. Interspersion of habitats Decide from the diagrams below whether interspersion among Cowardin plants classes (described in H 1.1), or the classes and unvegetated areas (can include open water or mudflats) is high, moderate, low, or none. If you have four or more plant classes or three classes and open water, the rating is always high. CD (:*) C_ 0 None = 0 points Low = 1 point Moderate = 2 points All three diagrams in this row are HIGH = 3points Wetland Rating System for Western WA: 2014 Update 13 Rating Form — Effective January 1, 2015 Wetland name or number A H 1.5. Special habitat features: Check the habitat features that are present in the wetland. The number of checks is the number of points. x Large, downed, woody debris within the wetland (> 4 in diameter and 6 ft long). Standing snags (dbh > 4 in) within the wetland Undercut banks are present for at least 6.6 ft (2 m) and/or overhanging plants extends at least 3.3 ft (1 m) over a stream (or ditch) in, or contiguous with the wetland, for at least 33 ft (10 m) 3 Stable steep banks of fine material that might be used by beaver or muskrat for denning (> 30 degree slope) OR signs of recent beaver activity are present (cut shrubs or trees that have not yet weathered where wood is exposed) x At least % ac of thin -stemmed persistent plants or woody branches are present in areas that are permanently or seasonally inundated (structures for egg -laying by amphibians) x Invasive plants cover less than 25% of the wetland area in every stratum of plants (see H 1.1 for list of strata) Total for H 1 Add the points in the boxes above 19 Rating of Site Potential If score is:_15-18 = H X 7-14 = M _0-6 = L Record the rating on the first page H 2.0. Does the landscape have the potential to support the habitat functions of the site? H 2.1. Accessible habitat (include only habitat that directly abuts wetland unit). Calculate: 1.26 % undisturbed habitat+ [(% moderate and low intensity land uses) 1.7s /2] _=•1y�°� If total accessible habitat is: > 1/3 (33.3%) of 1 km Polygon points = 3 0 20-33% of 1 km Polygon points = 2 10-19% of 1 km Polygon points = 1 < 10% of 1 km Polygon points = 0 H 2.2. Undisturbed habitat in 1 km Polygon around the wetland. Calculate: 15.87 % undisturbed habitat + [(% moderate and low intensity land uses) is.sz /21 = 25.63 Undisturbed habitat > 50% of Polygon points = 3 1 Undisturbed habitat 10-50% and in 1-3 patches points = 2 Undisturbed habitat 10-50% and > 3 patches points = 1 Undisturbed habitat < 10% of 1 km Polygon points = 0 H 2.3. Land use intensity in 1 km Polygon: If > 50% of 1 km Polygon is high intensity land use points = (- 2) -2 <- 50% of 1 km Polygon is high intensity points = 0 Total for H 2 Add the points in the boxes above 1.1 Rating of Landscape Potential If score is: 4-6 = H _1-3 = M X < 1= L Record the rating on the first page H 3.0. Is the habitat provided by the site valuable to society? H 3.1. Does the site provide habitat for species valued in laws, regulations, or policies? Choose only the highest score that applies to the wetland being rated. Site meets ANY of the following criteria: points = 2 — It has 3 or more priority habitats within 100 m (see next page) — It provides habitat for Threatened or Endangered species (any plant or animal on the state or federal lists) — It is mapped as a location for an individual WDFW priority species — It is a Wetland of High Conservation Value as determined by the Department of Natural Resources — It has been categorized as an important habitat site in a local or regional comprehensive plan, in a Shoreline Master Plan, or in a watershed plan x Site has 1 or 2 priority habitats (listed on next page) within 100 m points = 1 Site does not meet a ny of the criteria above Points = ❑ Rating of Value If score is:_2 = H X 1= M _0 = L Record the rating on the first page Wetland Rating System for Western WA: 2014 Update 14 Rating Form - Effective January 1, 2015 Wetland name or number A WDFW Priority Habitats Priori habitats listed_by WDFW (see complete descriptions of WDFW priority habitats, and the counties in which they can be found, in: Washington Department of Fish and Wildlife. 2008. Priority Habitat and Species List. Olympia, Washington. 177 pp. hap: //wdfw wawa gov/publications/00165Iwdfw00165.pdf or access the list from here: httn:l /wdfw.wa.gov/conservation/12]is/listzI Count how many of the following priority habitats are within 330 ft (100 m) of the wetland unit: NOTE. This question is independent of the land use between the wetland unit and the priority habitat. — Aspen Stands: Pure or mixed stands of aspen greater than 1 ac (0.4 ha). — Biodiversity Areas and Corridors: Areas of habitat that are relatively important to various species of native fish and wildlife (full descriptions in WDFW PHS report). — Herbaceous Balds: Variable size patches of grass and forbs on shallow soils over bedrock. — Old-growth/Mature forests: w - Stands of at least 2 tree species, forming a multi - layered canopy with occasional small openings; with at least 8 trees/ac (20 trees/ha ) > 32 in (81 cm) dbh or > 200 years of age. Mature forests - Stands with average diameters exceeding 21 in (53 cm) dbh; crown cover may be less than 100%; decay, decadence, numbers of snags, and quantity of large downed material is generally less than that found in old -growth; 80-200 years old west of the Cascade crest. — Oregon White Oak: Woodland stands of pure oak or oak/conifer associations where canopy coverage of the oak component is important (full descriptions in WDFW PHS report p. 158 - see web link above). — Riparian: The area adjacent to aquatic systems with flowing water that contains elements of both aquatic and terrestrial ecosystems which mutually influence each other. — Westside Prairies: Herbaceous, non -forested plant communities that can either take the form of a dry prairie or a wet prairie (full descriptions in WDFW PHS report p. 161 - see web link above). Instream: The combination of physical, biological, and chemical processes and conditions that interact to provide functional life history requirements for instream fish and wildlife resources. Nearshore: Relatively undisturbed nearshore habitats. These include Coastal Nearshore, Open Coast Nearshore, and Puget Sound Nearshore. (full descriptions of habitats and the definition of relatively undisturbed are in WDFW report - see web link on previous page). Caves: A naturally occurring cavity, recess, void, or system of interconnected passages under the earth in soils, rock, ice, or other geological formations and is large enough to contain a human. — Cliffs: Greater than 25 ft (7.6 m) high and occurring below 5000 ft elevation. — Talus: Homogenous areas of rock rubble ranging in average size 0.5 - 6.5 ft (0.15 - 2.0 m), composed of basalt, andesite, and/or sedimentary rock, including riprap slides and mine tailings. May be associated with cliffs. X Snags and Logs: Trees are considered snags if they are dead or dying and exhibit sufficient decay characteristics to enable cavity excavation/use by wildlife. Priority snags have a diameter at breast height of > 20 in (51 cm) in western Washington and are > 6.5 ft (2 m) in height. Priority logs are > 12 in (30 cm) in diameter at the largest end, and > 20 ft 1 (6 m) long. J Note: All vegetated wetlands are by definition a priority habitat but are not included in this list because they are addressed elsewhere. Wetland Rating System for Western WA: 2014 Update 15 f Rating Form - Effective January 1, 2015 Wetland name or number A CATEGORIZATION BASED ON SPECIAL CHARACTERISTICS Wetland Type Category Check off any criteria that apply to the wetland. Circle the category when the appropriate criteria are met. SC 1.0. Estuarine wetlands Does the wetland meet the following criteria for Estuarine wetlands? 0 The dominant water regime is tidal, Vegetated, and l] With a salinity greater than 0.5 ppt ❑Yes —Go to SC 1.1 ❑x No= Not an estuarine wetland SC 1.1. Is the wetland within a National Wildlife Refuge, National Park, National Estuary Reserve, Natural Area Preserve, State Park or Educational, Environmental, or Scientific Reserve designated under WAC 332-30-151? ❑Yes = Category I ❑No - Go to SC 1.2 SC 1.2. Is the wetland unit at least 1 ac in size and meets at least two of the following three conditions? OThe wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing, and has less than 10% cover of non-native plant species. (If non-native species are Spartina, see page 25) OAt least % of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-grazed or un- mowed grassland. OThe wetland has at least two of the following features: tidal channels, depressions with open water, or contiguous freshwater wetlands. ❑Yes = Category I ❑No = Category II SC 2.0. Wetlands of High Conservation Value (WHCV) SC 2.1. Has the WA Department of Natural Resources updated their website to include the list of Wetlands of High Conservation Value? ❑Yes — Go to SC 2.2 ❑x No — Go to SC 2.3 SC 2.2. Is the wetland listed on the WDNR database as a Wetland of High Conservation Value? ❑Yes = Category I x❑No = Not a WHCV SC 2.3. Is the wetland in a Section/Township/Range that contains a Natural Heritage wetland? htt wwwl.dnr.wa. ov nh refdesk datasearch wnh wetiands. df [:]Yes —Contact WNHP/WDNR and go to SC 2.4 ❑x No = Not a WHCV SC 2.4. Has WDNR identified the wetland within the S/T/R as a Wetland of High Conservation Value and listed it on their website? ❑Yes = Category I ❑x No = Not a WHCV SC 3.0. Bogs Does the wetland (or any part of the unit) meet both the criteria for soils and vegetation in bogs? Use the key below. If you answer YES you will still need to rate the wetland based on its functions. SC 3.1. Does an area within the wetland unit have organic soil horizons, either peats or mucks, that compose 16 in or more of the first 32 in of the soil profile? ❑Yes — Go to SC 3.3 x❑No — Go to SC 3.2 SC 3.2. Does an area within the wetland unit have organic soils, either peats or mucks, that are less than 16 in deep over bedrock, or an impermeable hardpan such as clay or volcanic ash, or that are floating on top of a lake or pond? ❑Yes — Go to SC 3.3 MNo = Is not a bog SC 3.3. Does an area with peats or mucks have more than 70% cover of mosses at ground level, AND at least a 30% cover of plant species listed in Table 4? ❑Yes = Is a Category I bog ❑No — Go to SC 3.4 NOTE: If you are uncertain about the extent of mosses in the understory, you may substitute that criterion by measuring the pH of the water that seeps into a hole dug at least 16 in deep. If the pH is less than 5.0 and the plant species in Table 4 are present, the wetland is a bog. SC 3.4. Is an area with peats or mucks forested (> 30% cover) with Sitka spruce, subalpine fir, western red cedar, western hemlock, lodgepole pine, quaking aspen, Engelmann spruce, or western white pine, AND any of the species (or combination of species) listed in Table 4 provide more than 30% of the cover under the canopy? ❑Yes = Is a Category I bog ❑No = Is not a bog Wetland Rating System for Western WA: 2014 Update 16 Rating Form — Effective January 1, 2015 Wetland name or number A SC 4.0. Forested Wetlands Does the wetland have at least 1 contiguous acre of forest that meets one of these criteria for the WA Department of Fish and Wildlife's forests as priority habitats? If you answer YES you will still need to rate the wetland based on its functions. — Old -growth forests (west of Cascade crest): Stands of at least two tree species, forming a multi -layered canopy with occasional small openings; with at least 8 trees/ac (20 trees/ha) that are at least 200 years of age OR have a diameter at breast height (dbh) of 32 in (81 cm) or more. — Mature forests (west of the Cascade Crest): Stands where the largest trees are 80- 200 years old OR the species that make up the canopy have an average diameter (dbh) exceeding 21 in (53 cm). [I Yes = Category I ❑x No = Not a forested wetland for this section SC 5.0. Wetlands in Coastal Lagoons Does the wetland meet all of the following criteria of a wetland in a coastal lagoon? — The wetland lies in a depression adjacent to marine waters that is wholly or partially separated from marine waters by sandbanks, gravel banks, shingle, or, less frequently, rocks —The lagoon in which the wetland is located contains ponded water that is saline or brackish (> 0.5 ppt) during most of the year in at least a portion of the lagoon (needs to be measured near the bottom) ❑Yes - Go to SC 5.1 ❑x No = Not a wetland in a coastal lagoon SC 5.1. Does the wetland meet all of the following three conditions? —The wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing), and has less than 20% cover of aggressive, opportunistic plant species (see list of species on p. 100). —At least % of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-grazed or un- mowed grassland. —The wetland is larger than 1/10 ac (4350 ft2) []Yes = Category I ❑No = Category II SC 6.0. Interdunal Wetlands Is the wetland west of the 1889 line (also called the Western Boundary of Upland Ownership or WBUO)? If you answer yes you will still need to rate the wetland based on its habitat functions. In practical terms that means the following geographic areas: — Long Beach Peninsula: Lands west of SR 103 — Grayland-Westport: Lands west of SR 105 — Ocean Shores-Copalis: Lands west of SR 115 and SR 109 ❑Yes - Go to SC 6.1 ❑p No = not an interdunal wetland for rating SC 6.1. Is the wetland 1 ac or larger and scores an 8 or 9 for the habitat functions on the form (rates H,H,H or H,H,M for the three aspects of function)? []Yes = Category I ❑No - Go to SC 6.2 SC 6.2. Is the wetland 1 ac or larger, or is it in a mosaic of wetlands that is 1 ac or larger? ❑Yes = Category II ❑No - Go to SC 6.3 SC 6.3. Is the unit between 0.1 and 1 ac, or is it in a mosaic of wetlands that is between 0.1 and 1 ac? ❑Yes = Category III ❑No = Category IV Category of wetland based on Special Characteristics If you answered No for all types, enter "Not Applicable" on Summary Form Wetland Rating System for Western WA: 2014 Update 17 Rating Form - Effective January 1, 2015 Wetland name or number A This page left blank intentionally Wetland Rating System for Western WA: 2014 Update 18 Rating Form - Effective January 1, 2015 Attachment F — Wetland Rating M ap s 1 1779.0002 Pape Properties Soundview Consultants LLC Wetland and Fish & Wildlife Habitat Assessment & Buffer Averaging Plan Revised March 5, 2020 SOUTH 320TH & I5 - COWARDIN MAP Af* Soundview Consultants L.LC Environmental Assessment • Planning • Land Use Solutions 2907 Harborview Dr., Suite D, Gig Harbor, WA 98335 Phone: (253) 514-8952 Fax: (253) 514-8954 N%��1v. sou ndviewcon sul tants. com SOUTH 320TH & I5 3014 S 320TH ST FEDERAL WAY, WA 98003 KING COUNTY PARCEL NUMBER: 0921049028, 0921049139, 0921049140, 0921049160,0921049187,0921049206 & 0921049316 DATE:9/27/2019 JOB:1779.0002 BY: DLS SCALE: 1 " = 300 ' FIGURE NO. 1 J-f5 PAPE KENWORTH 320TH SITE - HYDROPERIOD MAP Af** Soundview Consultants LLc Environmental Assessment • Planning • Land Use Solutions 2907 Harborview Dr., Suite D, Gig Harbor, WA 98335 Phone: (253) 514-8952 Fax: (253) 514-8954 mZi�v.souodvicwconsultants.com PAPS KENWORTH 320TH SITE 3014 S 320TH ST FEDERAL WAY, WA 98003 KING COUNTY PARCEL NUMBER: 0921049028,0921049139,0921049140, 0921049160,0921049187,0921049206 & 0921049316 DATE-.:10/29/2019 JOB:1779.0002 BY: DLS SCALE: 1 " = 300 ' FIGURE No. 2 of 5 SOUTH 320TH & I5 - CONTRIBUTING BASIN MAP V ., t WI•� c 200. 401) 0{ t Wetland Rating Maps ! Wetlands Intensive Land Use Contributing Basin King County D.4.0 D.4.3 Area of Contributing Basin S 2,293,140 Area of Wetland A (SF) 184,396 Percent of Wetland A within Contributina Basin 8.041% D.5.0 D.5.3 Area of Contributing Basin 2,293,140 Area of Intensive Human Land Uses 709,642 Percent of Intensive Human Land Use within Contributing Basin 31% �4 Sound.=>iew Consuitants,.-i.c Environmental Assessment • Planning • Land Use Solutions 2907 hl:u'borcic��'•Dr,,.siu.t, D, Gib 1•lurbur, AV'+ea')8335 Phone (253) -n14-8952 Fas: (253) 314-8954 ��aw.abundeic�ecpn; ulnuir3.cnm SOUTH 320TH & I5 3014 S 320TI I ST VEDERAY. A 17W, AAIA 98003 I�J\G COUNTY PrARCI.--A, NLEM ER: 0921049028,0921049139,U921049140, 0921049160, 0921049187 , (.)921 C1492i,16 & 0921049316 i D:ATI`.: 9/27/2019 1(')13: 1779.0002 M': DLS SC GALA: 1 " = 400 ' FIGURE N0. 3 of i PAPE KENWORTH 320TH SITE - HABITAT MAP Soundview Consultants LLC Environmental Assessment • Planning • Land Use Solutions 2907 Harborview Dr., Suite D, Gig Harbor, WA 98335 Phone: (253) 514-8952 Fax: (253) 514-8954 N--v, soon dvicwconsit] tants.cum PAPE KENWORTH 320TH SITE 3014 S 320TH ST FEDERAL WAY, WA 98003 KING COUNTY PARCEL NUMBER: 0921049028, 0921049139, 0921049140, 0921049160,0921049187,0921049206 & 0921049316 D:1Ti : 8/26/2019 JOB: 1779.0002 BY: DLS SCALE: 1 " = 1,750' FIGURE NO. 4 of 5 PAPE KENWORTH 320TH SITE - 303 (D) MAP Wetland Rating Maps Sub Basin Water Quality Improvement Project Category 5 Assessed Waters • �1 rl 0.5 1 SITE l + Mote: There are no Category 4A assessed waters 2 Miles located within►. HUC No.171100190205 Soundview Consultants LLc Environmental Assessment • Planning • Land Use Solutions 2907 Harborview Dr., Suite D, Gig Harbor, WA 98335 Phone: (253) 514-8952 Fax: (253) 514-8954 m,� .soundviewconsultants.com PAPE KENWORTH 320TH SITE 3014 S 320TH ST FEDERAL WAY, WA 98003 KING COUNTY PARCEL NUMBER: 0921049028, 0921049139, 0921049140, 0921049160,0921049187,0921049206 & 0921049316 DATE:8/26/2019 JOB:1779.0002 BY: DLS SCALE: 1 " = 1 mi FIGURE NO. 5 of 5 Attachment G — Third -Party Review Letter 1779.0002 Pape Properties Soundview Consultants LLC Wetland and Fish & Wildlife Habitat Assessment & Buffer Averaging Plan Revised March 5, 2020 Technical Memorandum TO: Stacy Welsh, Senior Planner, City of Federal Way FROM: Steven Quarterman DATE: December 23, 2019 RE: Peer Review Pape —Wetland Delineation NE Corner of 1-5 and South 320th Street, Federal Way Parcel Nos. 092104-9028, 092104-9139, 092104-9187, 092104-9140, 092104-9160, 092104-9316, and 092104-9206 (File No. 19-105322-AD) Federal Way, Washington LAI Project No. 0238090.010 Introduction This technical memorandum provides Landau Associates, Inc.'s (LAI's) peer review comments on the October 2019 Wetland and Fish and Wildlife Habitat Assessment, 3014 South 320th Street & 31625 32"d Avenue South (October 2019 Report), prepared by Soundview Consultants, LLC (Soundview Consultants LLC 2019).1 The assessment evaluated wetland and fish and wildlife habitat at the parcels noted above, collectively referred to as the subject properties. The purpose of this peer review was to provide a professional opinion regarding applicable regulatory requirements in the City of Federal Way (City) Revised Code (FWRC) Title 19.145 (Environmentally Critical Areas), specific to Article IV Wetlands. Peer review comments regarding the October 2019 Report are as follows: 1) LAI staff conducted a reconnaissance of the subject properties on December 18, 2019 and agree with the delineated boundary and rating of Wetland A included in the October 2019 report. LAI was able to locate all sample plot and boundary flagging, as shown on Figure 1 of the October 2019 Report. The boundary of Wetland A was observed to generally follow the grade change of the subject properties. 2) LAI recommends that the wetland boundary flagging be surveyed, if not already completed, for inclusion on future site plans. LAI acknowledges that Figure 1 of the report presents a scaled site map of the wetland boundary and flagging; however, the report does not provide an indication of the method used for locating the boundary flagging shown on the figure (i.e., GPS or other land - survey methods are not referenced). LAI also notes that evidence of possible survey activities on the subject properties may have been initiated or completed, based on the presence of additional flagging on the subject properties and minor clearing, which would provide access to the wetland and associated boundary flagging. 3) LAI acknowledges the intent of the October 2019 Report was to provide a summary of existing conditions on the subject properties, and it satisfies the applicable reporting requirements of 1 Soundview Consultants LLC. 2019. Wetland and Fish and Wildlife Habitat Assessment, 3014 South 320th Street & 31625 32nd Avenue South, Federal Way, Washington. October 29. �, LANDAU ASSOCIATES 130 2nd Avenue South • Edmonds, Washington 98020 • (425) 778-0907 Landau Associates FWRC 19.145.080(2) (a through f) and FWRC 19.145.410(2)(a and c through g). Discussions of impacts, mitigation sequencing, and other applicable development requirements included in FWRC 19.145.080(2) (g through j) and FWRC 19.145.410(2)(b) are expected to be included in subsequent development application submittals, as necessary. This technical memorandum has been prepared for use by the City in evaluating the adequacy of the summary of baseline conditions presented in the October 2019 Wetland and Fish and Wildlife Habitat Assessment, 3014 South 320th Street & 31625 32"d Avenue South. The purpose of the review was to assess the adequacy of the submitted documents for compliance with City requirements, as promulgated in FWRC Title 19, and conformance with conventionally accepted wetland/waterway delineation practices. No other party is entitled to rely on the information, conclusions, and recommendations included in this document without the express written consent of LAI. Further, the reuse of information, conclusions, and recommendations provided herein for extensions of the project or for any other project, without review and authorization by LAI, shall be at the user's sole risk. LAI warrants that within the limitations of scope, schedule, and budget, these services have been provided in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions as this project. LAI makes no other warranty, either express or implied. LAI appreciates this opportunity to be of service to the City. Please contact me if you have any questions or if I may be of further service. LANDAU ASSOCIATES, INC. Steven Quarterman Senior Associate SJQ/JAF/ccy P:\238\090\R\LAI Pape Critical Areas Peer Review_tm - 12-23-19.docx Peer Review Pape Wetland Delineation — Federal Way, Washington 2 December 23, 2019 Attachment H — City Review Letter 1779.0002 Pape Properties Soundview Consultants LLC JWetland and Fish & Wildlife Habitat Assessment & Buffer Averaging Plan Revised March 5, 2020 C1 s�. Federal Way -I Contered on OpporttllWy Mr. Mike Pati, Pape Properties Inc. 355 Good Pasture Island Road, Suite 300 Eugene, OR 97401 mpati@pape.com CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www, cityoffederalway.. com Jim Ferrell, Mayor December 24, 2019 Re: File #19-105322-AD; 3'-D PARTY WETLAND REVIEW Pape — Wetland Delineation, NE Corner of I-5 and South 3201h Street, Federal Way, WA Parcels: 092104-9028, 092104-9139, 092104-9316, 092104-9187, 092104-9140, 092104-9160, and 092104-9206 T Dear Mr. Path On November 5, 2019, the City of Federal Way received your request for third party review of the October 29, 2019, Wetland and Fish and Wildkfe 14abildrAissesnvenf, prepared by Soundview Consultants. The above listed parcels are currently within unincorporated ling County. The proponent would have to annex into Federal Way. This wetland peer review was conducted as if the property was in Federal Way. This letter is for informational purposes only and is not a guarantee or determination that the property will be annexed. J The city forwarded your request to our wetland consultant, Landau, for their review. Landau comp leted a site visit, reviewed relevant documents, and prepared a December 23, 2019 memorandum (enclosed) in which they agree with the delineated boundary and rating of Wetland A included in the October 2019 report. According to the Federal Wa-y� Retired Cade (FWRC), Wetland A is a Category III wetland with an 80-foot buffer based on its habitat score of five points. Please review the memorandum from Landau, in particular peer review comments #1-3; #2 pertains to future project submittal preparation. When planning future development on the parcels, note FWRC 19.145.160. "Unless otherwise provided, i five feet from the edges of a critical area buffer. The following may be structures shall be set back a distance of j allowed in the building setback area: (1) Landscaping; (2) Building overhangs; and (3) Fences and railings six feet and less in height." The wetland, buffer, and additional critical area building setback must be delineated on the site plan of any development application in conformance with FWRC 19.145.150(4). Any future land use application submittals to the city should include a copy of the October 2019 wetland assessment, Landau's December 23, 2019 Memorandum, and this letter. Should you have any questions about this letter contact me at 253-835-2634, or stater welsh Dcityo lederalwaY.c12111. Sincerely, Stacey Welsh, AICP Senior Planner ene: December 23, 2019, Memorandum from Landau Bart Dickson, ickso rr. 011 1 •v • 1 - 11 - enm Doc. T.D. 79973 19-105322-00-AD Attachment I Qualifications All field inspections, jurisdictional wetland boundary delineations, habitat assessments, and supporting documentation, including this Wedand and Fish and Wildlife Habitat Asses meat and Buffer Avem en Flan Technic marazrdum prepared for Page Pronez6es Inc., were prepared by, or under the direction of, Matt DeCaro of SVC. In addition, site inspections and report preparation were assisted by Racheal Hyland and Jake Layman. j Matt DeCaro Senior Scientist / Environmental Planner - Professional Experience: 10+ years Matt DeCaro is a Senior Scientist/Environmental Planner with a diverse background in environmental 1 planning, wetland science, stream ecology, water quality, site remediation, and environmental ` regulatory compliance. Matt currently provides permitting and regulatory compliance assistance for land use projects from their planning stages through review, approval, and construction. Matt - performs wetland, stream, and shoreline delineations and fish & wildlife habitat assessments; provides land use planning assistance for residential, commercial, and industrial projects; conducts code and regulation analysis; prepares reports and permit applications; and provides restoration and mitigation 1 design. Matt earned a Bachelor of Science degree with a focus in Environmental Science from the Evergreen State College in Olympia, Washington, with additional graduate -level coursework and research in aquatic restoration and salmonid ecology. Matt has received 40-hour wetland delineation training (Western Mtns, Valleys, & Coast and Arid West Regional Supplement), and he is a Pierce County Qualified Wetland Specialist and Wildlife Biologist. Matt has been formally trained in the use of the Washington State Wetland Rating System and Determination of Ordinary High -Water Mark by the Washington State Department of Ecology. He has attended USFWS survey workshops for multiple threatened and endangered species, and he is a Senior Author of WSDOT Biological Assessments. Matt holds 40-hour HAZWOPER training and has managed Phase I Environmental Site Assessments, subsurface investigations, and contaminant remediation projects throughout the Pacific Northwest. His diverse experience also includes NEPA compliance for federal projects; noxious weed abatement; army ant research in the Costa Rican tropical rainforest; spotted owl surveys on federal and private lands; and salmonid spawning and migration surveys. J Rachael Hyland Environmental Scientist _ Professional Experience: 6 years Rachael Hyland is a Wetland Professional in Training (WPIT) through the Society of Wetland Scientists and a Certified Associated Ecologist through the Ecological Society of America. Rachael has a background in wetland and ecological habitat assessments in various states, most notably Connecticut, Massachusetts, Rhode Island, Ohio, and Washington. She has experience in assessing tidal, stream, and wetland systems, reporting on biological evaluations, permitting, and site assessments. She also has extensive knowledge of bats and white nose syndrome (Pseudogymnoascus destructans), a fungal disease affecting bats which was recently documented in Washington. J 1779.0002 Pape Properties Soundview Consultants LLC Wetland and Fish & Wildlife Habitat Assessment & Buffer Averaging Plan Revised March 5, 2020 Rachael earned a Bachelor of Science degree in Ecology and Evolutionary Biology from the University of Connecticut, with additional ecology studies at the graduate level. Rachael has completed Basic Wetland Delineator Training with the Institute for Wetland Education and Environmental Research, received 40-hour wetland delineation training (Western Mountains, Valleys, & Coast and Arid West Regional Supplement), and received formal training from the Washington State Department of Ecology in the Using the Revised 2014 Wetland Rating System for Western Washington, How to Determine the Ordinary High Water Mark, Navigating SEPA, and Selecting Wetland Mitigation Sites _.1 Using a Watershed Approach. Jake Layman Environmental Scientist ^� Professional Experience: 10+ years Jake Layman is an Environmental Scientist with a varied background in fisheries, wildlife, and aquatic 1 invertebrate biology and stream and lake ecology. Jakes's expertise includes endangered species ` monitoring, lake limnology assessments, water chemistry profiles, off -channel habitat characterization, laboratory management, and terrestrial and aquatic amphibian identification with associated habitat assessments. Jake also has experience in fish population assessments, stream typing, spawning escapement, environmental disaster recovery, and amphibian toxicology research. Jake has over 10 years of experience at the federal and state level conducting ecological monitoring surveys throughout eastern and western Washington. He worked with the National Park Service to conduct environmental compliance monitoring on park construction projects, infrastructure maintenance projects, and federal highways projects. This position also included environmental spill response, fish exclusion surveys in support of construction, and effectiveness monitoring on Engineered Log Jam (ELJ) projects. Jake has worked with the Washington State Department of Fish and Wildlife (WDFW) to assess and inventory fish passage barriers and monitor culvert removal projects throughout Western Washington. While working for WDFW, Jake managed the daily operation for the intensive habitat study, on off - channel wetlands, for the Chehalis Aquatic Resources Protection Plan (ASRP). Jake earned Bachelor's degrees in both Biology, with an Ecology specialization, and Geography, with a Natural Resource Management specialization, from Central Washington University. In addition, Jake also has a Minor in Environmental Studies and a Certificate in Geographic Information Systems (GIS) and Cartography form Central Washington University. Jake has received training from the 1 Washington State Department of Ecology in Environmental Negotiations; Navigating SEPA, Conducting Forage Fish Surveys, Puget Sound Coastal Processes, Shoreline Modifications, and Beach J Restoration, and Using the Marine Shoreline Design Guidelines for Marine Shoreline Stabilization. Jake has electro-fisher operation and safety training from Smith -Root INC and Department of the lInterior (DOI). _1 J 1779.0002 Pape Properties Soundview Consultants LLC Wetland and Fish & Wildlife Habitat Assessment & Buffer Averaging Plan Revised March 5, 2020 T� GEORESOURCES "}' earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 I Fife, WA 98424 1 253.896.1011 1 www.georesources.rocks Pape Kenworth NW - Federal Allay Proposed Truck sales and Maintenance Facility +Geotechnical Engineering Report March 5, 2020 Prepared by: GeoResources, LLC 5007 Pacific Highway E; Suite 16 Fife, Washington 98424 (253) 896-1011 Prepared for: Pape Properties 355 Goodpasture Island Rd, Unit 300 Eugene, OR 97401 Attn: Mr. Quinn Closson Document ID: PapeKenworthNW.FederalWay.RG kEGEIVED MAR 0 6 2020 CITY OF FEDERAL WAY COMMUN fTY DEVELOPMENT Table of Contents INTRODUCTION.....................................................................................................................................................2 SCOPE.............................................................................................................................................................2 SITECONDITIONS..................................................................................................................................................3 SurfaceConditions..................................................................................................................................3 SiteSoils...................................................................................................................................................4 SiteGeology............................................................................................................................................4 SubsurfaceExplorations..........................................................................................................................4 SubsurfaceConditions.............................................................................................................................6 Infiltration Testing ........................•......8 LaboratoryTesting..................................................................................................................................9 GroundwaterConditions.......................................................................................................................10 ENGINEERING CONCLUSIONS AND RECOMMENDATIONS.................................................................................11 ErosionHazard Areas............................................................................................................................12 LandslideHazard Areas.........................................................................................................................12 SlopeStability Analysis..........................................................................................................................13 Recommended Buffer and Setback from Steep Slopes........................................................................14 SeismicDesign.......................................................................................................................................15 FoundationSupport ..............................................................................................................................16 Alternative Foundation Support ...........................................................................................................17 Signal Pole Foundation Support ............................................................................................................18 LuminaireFoundation Support .............................................................................................................19 FloorSlab Support.................................................................................................................................19 BelowGrade Walls................................................................................................................................20 RetainingStructures..............................................................................................................................20 Below Grade Walls and Retaining Wall Drainage.................................................................................22 TemporaryExcavations.........................................................................................................................22 SiteDrainage.........................................................................................................................................23 PavementSection Design......................................................................................................................24 StormwaterRecommendations................................................................---........................................26 DetentionPond.....................................................................................................................................29 EARTHWORKRECOMMENDATIONS...................................................................................................................30 SitePreparation.....................................................................................................................................30 StructuralFill.........................................................................................................................................31 Suitability of On -Site Materials as Structural Fill. ............ ............ _ ..................................... ........... 31 ErosionControl......................................................................................................................................32 Wet Weather Earthwork Considerations..............................................................................................32 LIMITATIONS.......................................................................................................................................................33 GEORESOURCES Figures Figure 1: Site Location Map Figure 2: Site & Exploration Plan Figure 3: Site Topographic Survey Figure 4: NRCS Soils Map Figure 5: Geologic Map Figure 6: WA DNR Natural Hazards Map Figure 7: Typical Structural Setback Detail Figure 8: Typical Wall Drainage and Backfill Detail Figure 9: IBC Keying and Benching Appendices Appendix A - Subsurface Explorations Appendix B - Laboratory Test Results Appendix C - Global Stability Analyses GEORESOUf:CFS F` PapeKenworthNW.FederalWay.RG March 5, 2020 page 11 INTRODUCTION This geotechnical engineering report summarizes our site observations, our subsurface explorations, geotechnical data review and engineering analyses, and provides geotechnical recommendations and design criteria for the proposed Pape-Kenworth Northwest truck sales and maintenance facility to be constructed on seven contiguous parcels (PN: 0921049-028, -139, -140, - 160, -187, -206, and -316) located at the northwest corner of South 3201h Street and 32"d Avenue South in the Federal Way area of King County, Washington. We understand the parcels will be annexed to the City of Federal Way during the development; we have therefore addressed the City development codes in this report. The approximate site location is shown on the Site Location Map, included as Figure 1. Our understanding of the project is based on our correspondences with you and members of the design team; our understanding of the City of Federal Way Critical Areas Ordinance and Development Codes; our review of the Site Plan prepared by H.G. Kimura Architect PLLC dated March 6, 2020 and the ALTA/NSPS Land Title Survey prepared by Barghausen Consulting Engineers dated December 7, 2019; and our past experience in the site area. We understand that the site consists of seven contiguous parcels. Portions of the site are currently developed, including three single-family residences in the southern portion of the site and a single-family residence, barn, and horse paddocks in the northern portion of the site. There is also an easement in the southern portion of the site for a Bonneville Power Administration transmission line, and a delineated wetland area in the western portion of the site. We further understand that you propose to develop the site with a new heavy truck dealership. Based on our project review, the development will include: An approximate 56,500 square -foot building that will house the showroom, office, shop and part storage and a detached 14,000 square -foot maintenance shop building. We anticipate 1 the proposed buildings will be one or two story, wood or steel framed structures founded on shallow foundations; and that the maintenance facilities will include subgrade walls for maintenance pits. • Associated parking areas and drive lanes consisting of asphalt concrete pavement (ACP) or Portland cement concrete (PCC). • Typical underground utilities. • Retaining walls to support fills in the northwestern portion of the project area. The currently proposed wall configuration consists of three tiered walls with heights of 8 to 14 feet. • A stormwater detention pond in the southwest portion of the project area. • Improvements along the 32"d Avenue South right-of-way, including traffic signal poles at the intersection of South 320th Street and 32"d Avenue South and luminaires. Because of the steep slopes in the vicinity of the site, we anticipate that the City of Federal Way will require a geotechnical engineering report to address the City's Critical Areas Ordinance per the Federal Way Revised Code (FWRC) Chapter 19.145. Our Site & Exploration Plan, attached as J Figure 2, is based on the current proposed site plan dated March 6, 2020 and shows proposed improvements described above. J PapeKenworthNW.FederalWay.RG March 5, 2020 Page 12 SCOPE The purpose of our services was to evaluate the surface and subsurface conditions across the site as a basis for providing geotechnical recommendations and conclusions for the proposed development. Specifically, the scope of services for this project included the following: 1. Reviewing the available geologic, hydrogeologic, and geotechnical data for the site area; 2. Observing subsurface conditions across the site by monitoring the excavation of 16 test pits at selected locations across the project site; 3. Monitoring the drilling of three hollow -stem auger borings to depths of 21 feet in the northwest portion of the site using a track mounted drill rig, operated by a licensed driller and completing the borings as groundwater observation wells; 4. Monitoring groundwater levels within the wells periodically during one wet season (December 1 - April 30); 5. Monitoring the drilling of two hollow -stem auger borings to depths of 15 feet at the intersection of South 320th Street and 32nd Avenue South for signal pole and luminaire foundation design per WSDOT Geotechnical Design Manual; 6. Performing three small scale Pilot Infiltration Tests (PIT) at the approximate bottom elevation of the proposed infiltration system in accordance with the 2016 King County Surface Water Design Manual (KCSWDM), as amended by the City; 7. Describing surface and subsurface conditions, including soil type, depth to groundwater, and an estimate of seasonal high groundwater levels; 8. Addressing the appropriate criteria for geologic hazards per the current City of Federal Way Critical Areas Ordinance; J 9. Providing geotechnical conclusions and recommendations regarding site grading activities including; site preparation, subgrade preparation, fill placement criteria, suitability of on -site soils for use as structural fill, temporary and permanent cut and fill slopes, drainage and erosion control measures; 10. Providing recommendations for seismic design parameters, including 2015 IBC soil profile type; 11. Providing geotechnical conclusions regarding foundations and floor slab support and design criteria, including bearing capacity and subgrade modulus as appropriate; 12. Providing recommendations regarding deep foundation elements, as necessary for signage or canopy foundations; 13. Providing recommendations regarding the traffic signal pole and luminaire foundations and design criteria; 14. Providing a standard duty and heavy duty hot mix asphalt (HMA) and a heavy duty Portland cement concrete (PCC) pavement section designs based on traffic data provided by you; 15. Providing our opinion about the feasibility of onsite infiltration including a design infiltration rate based on our infiltration testing per the 2016 KCSWDM; 16. Providing conclusions regarding suitable types of retaining walls and soil design parameters for the walls to be designed by others; 17. Performing slope stability analyses using computer program Slide 2018 by RocScience, in order to assess the global stability of the existing and proposed conditions at the site, including the proposed retaining walls and pond embankment; GEORESOURCLS PapeKenworthNW.FederalWay.RG March 5, 2020 page 13 18. Providing recommendations for erosion and sediment control during wet weather grading and construction; and, 19. Preparing this written Geotechnical Engineering Report summarizing our site observations and conclusions, and our geotechnical recommendations and design criteria, along with the supporting data. Our original scope of work was summarized in our Proposal for Geotechnical Engineering Services dated September 26, 2019. We received written authorization to proceed from you on September 27, 2019. Our scope for additional services, including in -situ infiltration testing, borings, and groundwater monitoring was summarized in our Proposal for Geotechnical Engineering Services dated December 17, 2019, and authorized by you on December 19, 2019. SITE CONDITIONS Surface Conditions As stated, the subject site consists of seven contiguous parcels located northwest of the intersection of South 320th Street and 32"d Avenue South in the Federal Way area of King County, within an area of existing commercial and residential development. The site is irregular in shape, measures approximately 625 to 815 feet wide (east to west) by 1,195 feet deep (north to south), and encompasses about 21.43 acres The site is bounded by 32"d Avenue South to the east, South 320th Street to the south, interstate 1-5 to the west, and by undeveloped land to the north. The proposed development is shown on the Site & Exploration Plan, Figure 2, while the existing topography and site configuration is shown on the Site Topographic Survey Map, Figure 3. Based on review of King County GIS website, the site can be divided into two topographic areas: eastern upland and western lowland. The eastern upland is level to gently sloping at 10 to 25 percent. The ground surface between the upland and lowland slopes down to the west, being steepest in the south with inclinations on the order of 35 to 42 percent with vertical relief of about 45 feet. The northern portion of this transitional slope is inclined down to the west at about 16 to 24 percent with vertical relief of 50 feet. The western lowland is generally level to gently sloping. From the toe of the transitional slope, the ground surface is inclined up to the west at about 10 percent or less. Total topographic relief across the site is on the order of 70 feet. The northern parcel is developed with an existing single-family residence, barn, and horse paddocks. Three of the parcels in the south and southeast portion of the site are developed with existing single-family residences. Two large transmission line towers are located in the south central portion of the site. The large center, southwest most, and southeast most parcels of the site are currently undeveloped. Vegetation across the undeveloped, western and central portions of the site consists of moderate to dense stands of deciduous and coniferous trees with a moderate understory of ferns, blackberries, and other native and invasive shrubs. The transmission line easement is well vegetated with shrubs and a dense understory of blackberries and other low -growing plants. Vegetation near the existing residences generally consists of grasses and typical residential landscaping. No evidence of erosion or slope movement was observed at the site at the time of our site visit. GEORESOURCES PapeKenworthNW.FecleralWay.RG March 5, 2020 page 14 Site Soils The USDA Natural Resource Conservation Survey (NRCS) Web Soil Survey maps most of the site, including the areas of proposed development, as being underlain by Alderwood gravelly sandy loam (AgB, AgC, AgD). An area in the western portion of the site (approximately coincident with the wetland area) is mapped as being underlain by Seattle Muck (Sk). The Alderwood soils are typically derived from glacial till or outwash and form on slopes of 0 to 8 (AgB), 8 to 15 (AgC) and 15 to 30 (AgD) percent. These soils are listed as having a "slight" (AgB), "moderate," (AgC), and "moderate to severe" (AgD) erosion hazard when exposed, and are included in hydrologic soils group B. Seattle Muck (Sk) is derived from grassy organic material, forms on level ground, does not have a listed erosion hazard, and is included in hydrologic soils group B/D, with the "D" designation typically for the deeper, unweathered more fine grained deposits. An excerpt from the NRCS soils map for the site area is included as Figure 4. Site Geology The Geologic Map of the Poverty Bay 7.5-Minute Quadrangle, Washington (Booth, Waldron, and Troost, 2003) maps most of the site and the adjacent areas as being underlain by glacial till (Qvt), while an area in the western portion of the site is mapped as underlain by wetland deposits (Qw). The glacial till soils were deposited during the Vashon Stade of the Frasier Glaciation. Glacial till generally consists of a heterogeneous mixture of gravel, sand, silt, and clay that was deposited at the base of the advancing continental ice mass, and was subsequently overridden. As such, it is considered to be over consolidated, and generally has high strength and low compressibility characteristics where undisturbed. Due to the compact nature and high fines content of glacial till, the potential for stormwater infiltration is low. Wetland deposits (Qw) are derived from peat and alluvium deposits and generally consist of pebbly sand or sandy silt that is moderately sorted with an organic component. These soils are considered to be normally consolidated. Soil deposits with high fines contents (including peat) generally have moderate to low strength characteristics, and may exhibit significant settlement over time. No areas of landslide deposits or mass wasting are mapped within the vicinity of the site. An excerpt of the above referenced map is included as Figure 5. Subsurface Explorations On October 9, 2019, a field representative from GeoResources, LLC (GeoResources) visited the site, monitored the excavation of 13 test pits at the site (TP-1 through TP-13), logged the subsurface conditions encountered in each test pit, and obtained representative soil samples. On January 7, 2020, a representative from GeoResources returned to the site and monitored the drilling of five borings to depths of about 15 to 20 feet below the existing ground surface. On January 24, 2020, a representative from GeoResources returned to the site and performed in -situ infiltration testing and monitored the excavation of three additional test pits (TP-101 through TP-103). The test pits were excavated by track mounted excavation equipment operated by a licensed earthwork contractor. The borings were drilled by a licensed drilling contractor operating a truck -mounted drill rig working under subcontract to GeoResources. The specific number, locations, and depths of our explorations were selected based on the configuration of the proposed development, and were adjusted in the field based on consideration for underground utilities, existing site conditions, and access limitations. Representative soil samples obtained from our explorations were placed in sealed plastic bags and then taken to our laboratory for further examination and testing as deemed necessary. GEORESOURCE5 Pa p e Ke nwo rth N W. Fed a ra I Way. RG March 5, 2020 page 1 5 During drilling, soil samples were obtained at 21/2- and 5-foot depth intervals in accordance with Standard Penetration Test (SPT) as per the test method outlined by ASTM D: 1586. The SPT method consists of driving a standard 2-inch-diameter split -spoon sampler 18-inches into the soil with a 140-pound hammer. The number of blows required to drive the sampler through each 6-inch interval is counted, and the total number of blows struck during the final 12 inches is recorded as the Standard Penetration Resistance, or "SPT blow count". The resulting Standard Penetration Resistance values indicate the relative density of granular soils and the relative consistency of cohesive soils. Soil densities presented on the test pit logs are based on the difficulty of excavation and our experience. The monitoring wells in borings B-1, B-2, and B-3 were installed by inserting closed -end, screened casing to the target depth. The borings not completed as observation wells (B-4 and B-5) were backfilled with bentonite chips and abandoned by the driller in accordance with the WAC 173- 160-381. The test pits were backfilled with the excavated soils and bucket tamped, but not otherwise compacted. The subsurface explorations completed as part of this evaluation indicate the subsurface conditions at specific locations only, as actual subsurface conditions can vary across the site. Furthermore, the nature and extent of such variation would not become evident until additional explorations are performed or until construction activities have begun. Based on our experience in the area and extent of prior explorations in the area, it is our opinion that the soils encountered in the explorations are generally representative of the soils at the site. Our test pit, boring, and PIT locations were estimated based on taping and pacing existing from locatable features. Surface elevations at exploration locations were estimated by interpolating between contours presented on the 2019 topographic survey. As such, our exploration locations and elevations should only be considered accurate to the degree implied by our measuring methods. The soils encountered were visually classified in accordance with the Unified Soil Classification System (USCS) and ASTM D: 2488. The USCS is included in Appendix A as Figure A-1. The approximate locations and numbers of our exploration are shown on the attached Site & Exploration Plan, Figure 2, while the descriptive logs of our explorations are included in Appendix A as Figures A-2 through A-11. Table 1, below, summarizes the approximate functional locations, surface elevations, and termination depths of our subsurface explorations. GEORESOURCES Pa pe Ke nwo rt h N W. Fed e ra I Way. RG March 5, 2020 page 16 TABLE 1: APPROXIMATE LOCATIONS, ELEVATIONS, AND DEPTHS OF EXPLORATIONS Surface Termination Termination Exploration Functional Location Elevation' Depth Elevation' Number (feet) (feet) (feet) TP-1 NE portion of site 457 10'/; 446'/; TP-2 North center portion of site 446 9'h 436'/; TP-3 NW of proposed shop 440 9'/z 430'/z TP-4 West of proposed shop 470 10 460 TP-5 East of proposed shop 476 7'/; 468'/; TP-6 Southern portion of proposed shop 481 9 472 TP-7 West of proposed showroom 468 10 458 TP-8 Proposed showroom 478 9 469 TP-9 East of proposed showroom 484 6'/; 477'/2 TP-10 West portion of site, N of overhead lines 476 9 467 TP-11 SW portion of site 480 8'/; 471Y2 TP-12 Proposed body shop 486 8'/z 477'/z TP-13 East portion of site 1 484 9 475 TP-101 Proposed detention pond 471 12 459 TP-102 Proposed detention pond 469 9 460 TP-103 NW portion of site 446 9 437 PIT-1 Northwest portion of site 460 6 454 PIT-2 Northwest portion of site 442 6Y2 435'/; PIT-3 Northern portion of site 452 10 442 B-1 / OW-1 Northern portion of site 450 21Yz 428'/z B-2 / OW-2 Northern portion of site 452 20'/; 431'/; B-3 / OW-3 Northwest portion of site 451 21Y; 429'h B-4 Adjacent to 32"d Ave South 484 15Y; 468'/2 B-5 Intersection of S 320th St & 32"d Ave S 474 1 15'h 1 458'/; Notes: 1 = Elevation datum: NAVD 88 per December 2019 survey by Barghausen Consulting Engineers, Inc Subsurface Conditions At the locations explored, we encountered somewhat variable subsurface conditions that partially differed from the mapped stratigraphy. In general, we encountered surficial materials, including undocumented fill, overlying glacial till and advance outwash. Table 2, below, summarizes the approximate thicknesses, depths, and elevations of selected soil layers. Sudicial Materials and FiIJ Where encountered, topsoil thicknesses at the locations explored generally ranged between about 6 and 15 inches. Test pits TP-1, TP-3, and TP-4, in the vicinity of the existing barn did not encounter a distinct topsoil layer. Based on our site reconnaissance and subsurface explorations, the area north and west of the existing barn, including a steep slope with vertical relief of about 12 feet, appears to consist of loose fill material including manure. This area includes borings B-1 and B-3, which encountered about 7 to 8 feet of loose silty sand that we interpret as fill. Test pit TP-102, in the vicinity of the proposed pond, GEORESOURC ES PapeKenworthNW.FederalWay.RG March 5, 2020 Page 17 encountered about 3'/z feet of silty sand with gravel and scattered construction debris underlying the topsoil, which we interpret as fill material. 14leothered Soils Underlying the topsoil and fill, where encountered, we generally observed 11/2 to 3 feet of tan to gray silty sand with variable amounts of gravel in a medium dense, moist condition. We interpret these soils to be consistent with weathered glacial till and weathered outwash soils. The weathered soils were not observed in test pit TP-102 and borings B-1 and B-5. Gra rrri Underlying the topsoil and weathered soils, 11 of 21 of our explorations in the south and east portions of the site (upland area) encountered gray silty sand with gravel in a dense to very dense, moist condition. We interpret these soils to be consistent with undisturbed glacial till. Test pits TP-5, TP-6, TP-9, TP-11, TP-12, and TP-13 and borings B-4 and B-5 encountered glacial till to the full depth explored, while test pits TP-2, TP-8, and TP-10 extended through the glacial till into the underlying advance outwash. A thin (2 to 3 feet thick), discontinuous glacial till layer appears to extend into the north central portion of the site in the vicinity of test pit TP-2 and PIT-3; this layer was not encountered in the northeast or northwest portions of the site. Advance nutwash Underlying the weathered soils in the north and west portion of the site and the glacial till in test pits TP-2, TP-8, and TP-10, our explorations encountered brown gravel soils in dense to very dense condition. We interpret these dense gravelly soils as consistent with advance outwash. The gravels had variable fines content, as shown in our laboratory test results below. The near surface soils in the vicinity of the existing barn are classified as silty gravel, with fines contents between 15 and 20 percent. The native gravels north (TP-2) and south (PIT-1) of the existing development had fines contents of 1.8 to 3.3 percent and the deeper gravel in the vicinity of the development (boring 13- 2), had a fines contents of 8.7 percent. As stated above, surficial organic fill material was encountered in the vicinity of the existing barn and we therefore anticipate that fines have migrated to the underlying native gravel soils over time. GEORESOURC kS PapeKenworthN W.FederalWay.RG March 5, 2020 page 18 TABLE 2: APPROXIMATE THICKNESS, DEPTHS, AND ELEVATION OF SOIL TYPES ENCOUNTERED IN EXPLORATIONS Thickness Thickness of Depth to Elevation' of Depth to Elevation' of Exploration of Topsoil / Weathered Glacial Top of Advance Top of Advance Number Fill Till/Outwash Till Glacial Till Outwash Outwash (feet) (feet) (feet) (feet) (feet) (feet) TP-1 NE 2 NE NE 2 455 TP-2 1'/4 23/4 4 442 5Yz 440'/z TP-3 NE 2'/z NE NE 2'/z 437'/z TP-4 NE 2 NE NE 2 468 TP-5 '/z 2'/z 3 473 NE NE TP-6 '/z 2Yz 3 478 NE NE TP-7 �/z 1'/z NE NE 2 466 TP-8 '/z 2 2'/2 475'/2 6 472 TP-9 3/4 13/4 2'/z 481'/z N E NE TP-10 '/z 21/2 3 473 8 468 TP-11 '/z 2'/z 3 477 NE NE TP-12 1'/4 21/4 3'/z 482'/z NE NE TP-13 1 2'/z 3'/2 480'/z NE NE TP-101 '/z 3 NE NE 3'/z 467'/2 TP-102 4 NE NE NE 4 465 TP-103 '/z 1'/z NE NE 2 444 PIT-1 '/2 1'/z NE NE 2 458 PIT-2 '/z 2 NE NE 2'/z 439'/z PIT-3 2'/z 2 4'/z 447'/z 1 7'/z 444'/z B-1 8 NE NE NE 8 442 B-2 NE 3 NE NE 3 449 B-3 7 2 NE NE 9 442 B-4 NE 3 3 481 NE NE B-5 1 1 NE 1 1 473 1 NE NE Notes: 1 = Elevation datum: NAVD 88 per December 2019 survey by Barghausen Consulting Engineers, Inc NE = not encountered Infiltration Testing On January 24, 2020, a field representative from GeoResources performed three small scale pilot infiltration tests (PIT), in the northwest portion of the site in the general vicinity of the proposed infiltration facilities. Infiltration tests PIT-2 and PIT-3 were performed north and west, respectively, of the proposed facilities because of existing development. Infiltration testing was performed in general accordance with the 2016 KCSWDM, Reference 6A. The specific number, location, and depth of our PITs were adjusted in the field based on consideration for underground utilities, existing site conditions, site access limitations, water access limitations and encountered stratigraphy. The approximate locations of the infiltration tests are shown on the attached Site and Exploration Plan, Figure 2. The excavations for the PITS were excavated by a track -mounted excavator operated by a licensed contractor working for GEORESOURCFS PapeKenworthNW.FederalWay.RG March 5, 2020 Page 1 9 GeoResources. The excavations were backfilled with the excavated soils and bucket tamped, but not otherwise compacted. TABLE 3: SMALL-SCALE PIT TEST RESULTS Measured Infiltration Test Depth of Testing Surface Soil Type Surface Area Infiltration Rate (ft) (ft2) (in/hr) PIT-1 2 SP 25.0 14.5 PIT-2 3 GM 27.5 6.25 PIT-3 8 GM 13.5 6.25 It should be noted that these measured short term infiltration rates only represent the encountered silty gravel and poorly graded sand with gravel soils. Recommendations regarding the stormwater infiltration are discussed and included in the "Infiltration Recommendations" section below. Laboratory Testing Geotechnical laboratory tests were performed on select samples retrieved from the test pit explorations to determine soil index and engineering properties encountered. Laboratory testing included visual soil classification per ASTM D: 2488, moisture content determinations per ASTM D: 2216, grain size analyses per ASTM D: 6913, modified proctor per ASTM D: 1557, and California bearing ratio (CBR) test per ASTM D: 1883 standard procedures. The CBR test and the corresponding modified proctor were performed by an independent analytical laboratory subcontracted by GeoResources. The results of the laboratory tests are included in Appendix B, and summarized below in Table 4, below. TABLE 4: LABORATORY TEST RESULTS FOR ON -SITE SOILS Gravel Sand Silt/Clay D10 Sample Soil Type Lab ID Content Content Content Ratio Number (percent) (percent) (percent) (mm) TP-2, S-1, 6-8' Advance Outwash (GP) 098502 48.8 47.9 3.3 0.2772 TP-5, S-1, 5-7' Glacial Till (SM) 098506 24.6 42.8 32.6 <0.074 TP-8, S-2, 7-9' Advance Outwash (GP -GM) 098509 49.7 39.8 10.5 <0.074 TP-13, S-3, 24 Weathered Till (SM) 098514 16.7 35.6 47.7 <0.074 B-2, S-1, 5' Advance Outwash (GM) 099001 43.8 41.2 15.0 <0.074 B-2, S-2, 20' Advance Outwash (GW-GM) 099004 49.5 41.8 8.7 0.1047 PIT-1, 3' Advance Outwash (SP) 099110 46.2 52.0 1.8 0.2920 PIT-2, 3' Advance Outwash (GM) 1 099111 49.6 30.5 1 19.9 1 <0.074 GEORESOURCES Pa p e Ke nwo rth N W. Fed a ra I Way. RG March 5, 2020 page 1 10 Groundwater Conditions Mottling and orange iron -oxide staining was observed as shallow as about 11/2 to 2'h feet below the existing ground surface in the test pits excavated in the south and east portions of the site that are underlain by glacial till. These characteristics are generally indicative of a seasonal perched groundwater table, which generally develops when a higher permeability soil is underlain by a lower permeability soil such as glacial till. No mottling was observed in the northwest portion of the development underlain by advance outwash soils. However, groundwater seepage was observed in the north and west portions of the site in our test pit explorations and standing groundwater was observed in our monitoring wells, as summarized in Table 5 below. In the northwest portion of the site, a groundwater "peak" was observed in our observation wells at approximately elevation 436 to 438 feet during our January 24, 2020 site visit. In the southwest portion of the site, in the vicinity of the proposed pond, groundwater seepage was observed at approximately elevation 460 to 463 feet. Because we did not observe any seepage along the face of the site slopes, we anticipate the groundwater surface in the western portion of the site generally parallels the slope face until reaching the free water surface of the wetlands area at the toe of the slope. The surface water observed in the wetland at the time of our January 24, 2020 site visit was at approximately elevation 418 feet. Based on a review of nearby borings by others and our understanding of regional stratigraphy, we anticipate the advance outwash is underlain at depth by older pre-Vashon glacial till deposits and that the observed groundwater is perched within the more permeable outwash soils. We anticipate fluctuations in the local groundwater levels will occur in response to precipitation patterns, off -site construction activities, and site utilization. GEORESOURCES PapeKenworthNW.FederalWay.RG March 5, 2020 page 1 11 TABLE 5: APPROXIMATE DEPTHS AND ELEVATIONS OF GROUNDWATER ENCOUNTERED IN EXPLORATIONS Depth to Elevation of Exploration Groundwater Groundwater' Date Observed Number (feet) (feet) TP-1 NE NE October 9, 2019 (ATE) TP-2 NE NE October 9, 2019 (ATE) TP-3 3'/2 436'/2 October 9, 2019 (ATE) TP-4 NE NE October 9, 2019 (ATE) TP-5 NE NE October 9, 2019 (ATE) TP-6 NE NE October 9, 2019 (ATE) TP-7 NE NE October 9, 2019 (ATE) TP-8 NE NE October 9, 2019 (ATE) TP-9 NE NE October 9, 2019 (ATE) TP-10 NE NE October 9, 2019 (ATE) TP-11 NE NE October 9, 2019 (ATE) TP-12 NE NE October 9, 2019 (ATE) TP-13 NE NE October 9, 2019 (ATE) TP-101 71/2 463'/2 January 24, 2020 (ATE) TP-102 8'/2 460'/2 January 24, 2020 (ATE) TP-103 8 438 January 24, 2020 (ATE) NE NE January 7, 2020 (ATD) B-1 / OW-1 14 436 January 24, 2020 15'/2 434'/2 ---- March 5, 2020 _ .......... -- .... -------------------------------- NE .................. NE January 7, 2020 (ATD) B-2 / OW-2 15 437 January 24, 2020 17'/2 434'/2 March 5, 2020 _ ......_ .................. ---------- --�._._......_.... 18 .....-__-- -----._.............._------_.........__ 433 January 7, 2020 (ATD) B-3 / OW-3 14'/2 436'/2 January 24, 2020 19 432 March 5, 2020 ................. ......... - --------------I ...... B-4 __ ____ _ � - -__ NE --------__ _ __ -_ - NE January 7, 2020 (ATD) NE January 7, 2020 (ATD) B-5 NE 1 = Elevation datum: NAVD 88 per December 2019 survey by Barghausen Consulting Engineers, Inc ATE = At the time of exploration ATD = At the time of drilling ENGINEERING CONCLUSIONS AND RECOMMENDATIONS Based on the results of our data review, site reconnaissance, subsurface explorations and our experience in the area, it is our opinion that the construction of the proposed commercial development at the site is feasible from a geotechnical standpoint. Provided the geotechnical recommendations contained in this report are included in the project plans and specifications, the development will have minimal impact on the steeper slope in the western portion of the site. This --....0000" GEORESOURCES PapeKenworthNW.FederalWay.RG March 5, 2020 page 1 12 report satisfies the requirements of the FWRC 19.145.250 for a geotechnical engineering report for potential geologically hazardous areas. Erosion Hazard Areas The FWRC, Chapter 19.05.070.G(1) defines erosion hazard areas as "those areas identified by the U.S. Department of Agriculture's (USDA) Natural Resource Conservation Service (NRCS) as having a moderate to severe or severe to very severe rill and inter -rill erosion hazard due to natural agents such as wind, rain, splash, frost action or stream flow; those areas containing the following group of soils when they occur on slopes of 15 percent or greater: Alderwood-Kitsap ("AkF"), Alderwood gravelly sandy loam ("AgD"), Kitsap silt loam ("KpD"), Everett ("EvD"), and Indianola ("InD"); and those areas impacted by shore land and/or stream bank erosion As previously stated, the soils mapped in the areas of proposed development are AgB, AgC, and AgD which have a slight, moderate, and moderate to severe erosion hazards when exposed, respectively. The AgD soil type is mapped underlying the northwest corner of the proposed development and underlying the more steeply sloping portion of the site to the west of the proposed development. In our opinion the potential erosion hazard can be mitigated by installing conventional construction BMPs prior to beginning construction. Properly installed and maintained BMPs should provide adequate erosion control for the disturbed areas of the site. It is critical that the installed erosion control measures be monitored and maintained, and if necessary modified based on changing site conditions. In the event that the site is not worked for 7 days or more, the disturbed areas should be adequately erosion protected and maintained in the event of a significant storm event. This may include the use of plastic sheeting or mulch. Erosion control should specifically include the installation of silt fencing along the downslope and side slopes of the active construction area. Straw wattles and berms may also be necessary. We have not been provided with a copy of the proposed Temporary Erosion and Sediment Control (TESC) plan at this time. However, provided standard BMP's are installed prior to beginning construction, the potential for erosion or sediment leaving the site should be minimal. Landslide Hazard Areas The FWRC, Chapter 19.05.070.G(2) defines landslide hazard areas as "those areas potentially subject to episodic downslope movement of a mass of soil or rock including but not limited to the following areas." These are typically characterized as having the following indicators: a. Any area with a combination of: i. Slopes greater than 15 percent; ii. Permeable sediment overlying a relatively impermeable sediment or bedrock; iii. Springs or groundwater seeps. b. Any area which has shown movement during the Holocene epoch, from 10,000 years ago to the present, or which is underlain by mass wastage debris of that epoch. c. Any area potentially unstable as a result of rapid stream incision, stream bank erosion or undercutting by wave action. d. Any area located in a ravine or on an active alluvial fan, presently or potentially subject to inundation by debris flows or flooding. e. Those areas mapped as Class U (unstable), UOS (unstable old slides), and URS (unstable recent slides) by the Department of Ecology s Coastal Zone Atlas. GEORESOURCES PapeKenworthNW.FederalWay.RG March 5, 2020 page 1 13 f. Areas designated as quaternary slumps, earthflows, mudflows, lahars, or landslides on maps published by the U.S. Geological Survey or Washington State Department of Natural Resources. g. Slopes having gradients greater than 80 percent subject to rockfall during seismic shaking h. Any area with a slope of 40 percent or steeper and with a vertical relief of 10 or more feet except areas composed of consolidated rock. A slope is delineated by establishing its toe and top and is measured by averaging the inclination over at least 10 feet of vertical relief. The site has slopes steeper than 15 percent, but no areas of permeable soils overlying relatively impermeable soil are mapped or were encountered at the site. No areas of mapped landslide debris or activity were noted on the published USGS geologic map. No streams are mapped in the vicinity of the site and the site is not located along a shoreline. No areas of alluvial fans are mapped nor were any alluvial fans noted in the vicinity of the site at the time of our past site visits. The site is not within the area mapped by the Coastal Atlas; given the slope angles and mapped geology, we would anticipate the eastern portion of the site would be mapped as stable. No areas of mass wasting or landslide deposits are mapped at the site by the geologic map or the Washington DNR Geologic Information Portal. The site slopes are not steeper than 80 percent and are not subject to rock fall during seismic shaking. Slopes steeper than 40 percent with a vertical relief of up to 28 feet are identified on the site survey in the southwest portion of the site. This area is to the west of the southern portion of the proposed project area. Based on the 2019 site survey, the site has one of the above indicators (slopes steeper than 40 percent with 10 feet or more of vertical relief) and therefore this portion of the project site meets the technical definition of landslide hazard area. We did not observe evidence of active or ongoing movement or slope instability at the time of our site visit. No grading is planned on this portion of the site. Additionally, our global stability analysis of the slope (described in the "Slope Stability Analysis" section below) indicates the slope is in a stable condition with factors of safety for static and dynamic conditions of 2.2 and 1.2, respectively. Based on the results of our slope stability analyses, the existing slope conditions meet or exceed the minimum factors of safety required by the City of Federal Way. Slope Stability Analysis We performed global stability analyses for static and seismic conditions of both the existing and proposed slope geometries using cross sections A -A' and B-B', as shown on Figure 2. These cross sections were selected as the most critical sections given the height and steepness of the slopes, and the proximity of the proposed development. Profile A -A' was selected based on the location of the proposed detention pond and profile B-B' was selected given the anticipated height of fill required. The slope stability results for the existing and proposed configurations are included as Appendix C. Seismic loading of 0.26g was added to the stability models based on the peak ground acceleration with a 2% probability of exceedance within a 50-year period. We used the computer program SLIDE 2018, from RocScience, to perform the slope stability analyses. The computer program SLIDE uses a number of methods to estimate the factor of safety (FS) of the stability of a slope by analyzing the shear and normal forces acting on a series of vertical "slices" that comprise a failure surface. Each vertical slice is treated as a rigid body; therefore, the forces and/or moments acting on each slice are assumed to satisfy static equilibrium (i.e., a limit equilibrium analysis). The FS is defined as the ratio of the forces available to resist movement to the GEORESOURCES PapeKenworthN W.FederalWay.RG March 5, 2020 page 1 14 forces of the driving mass. A FS of 1.0 means that the driving and resisting forces are equal; an FS less than 1.0 indicates that the driving forces are greater than the resisting forces (indicating failure). We used the Generalized Limit Equilibrium method using the Morgenstern -Price analysis, which satisfies both moment and force equilibrium, to search for the location of the most critical failure surfaces and their corresponding FS. The most critical surfaces are those with the lowest FS for a given loading condition, and are therefore the most likely to move. Based on our analyses, the existing and proposed configurations meet static and dynamic global stability criteria, which requires minimum factors of safety of 1.5 and 1.1, respectively. Additional discussion of the proposed retaining wall and detention pond configurations is included in the "Retaining Walls" and "Detention Pond" sections below. Recommended Buffer and Setback from Steep Slopes Buffers and setbacks are typically used to protect critical areas from disturbance and also to protect the proposed development from damage due to the potential hazard. The following discussions regarding critical area buffers and structure setbacks are based on FWRC Chapter 19.145.230 and IBC 1808.7, respectively. Buffers typically consist of an undisturbed area of native vegetation, retained or established, that extend from the edge of the critical area or hazard. The width of the buffer should be a reflection of the potential hazard and associated risks. Buffer widths are generally measured from the edge of the critical area being protected, in this case top of slope. Per FWRC 19.145.230, landslide hazard areas should have a standard buffer of 50-feet, which may be reduced when a qualified professional demonstrates that the improvements will not increase the slide hazard. The area with slopes steeper than 40 percent and more than 10 feet of relief has been identified on Figure 2. Based on our review of the provided preliminary site plan, we understand that no structures are currently proposed within 50 feet of the top of this steep slope. However, the base of the proposed detention pond embankment is approximately 15 to 30 feet from the top of the steep slope. We evaluated the global stability of the existing and proposed site conditions as described above. Based on our stability analyses, it is our opinion that the proposed improvements will not create an increased slide hazard and therefore the standard 50-foot buffer required by the City of Federal Way can be reduced per FWRC 19.145.230.(4). We recommend the buffer be reduced to 15 feet to correspond to the required IBC setback as described below. A setback is the minimum distance a structure can be placed near a critical area or hazard. In general, setback distances are greater than buffer widths. The 2015 International Building Code (IBC), Section 1808.7 requires a building setback from slopes that are steeper than 3H:1V (Horizontal: Vertical) or 33 percent with greater than 10 feet in vertical height, unless evaluated and reduced and/or a structural setback is provided by a licensed geotechnical engineer. The setback distance is calculated based on the vertical height of the slope. The typical 2015 IBC setback from the top of the slope equals one third the height of the slope or 40 feet, whichever is less, while a setback from the toe of the slope equals one half the height of the slope or 15 feet, whichever is less. As stated above, the portion of the ground surface in the southwest portion of the site that slopes at more than 33 percent has a vertical height of up to 40 feet. Per the 2015 IBC, the minimum building setback from the top of the slope should be 14 feet. As currently shown on the proposed site plan, used as basis for Figure 2, the proposed retaining walls, parking areas, and buildings will meet or exceed this setback distance. GEORESOURCES PapeKenworthNW.FecleralWay.RG March 5, 2020 page 1 15 Where the setback from the top of the slope cannot be met, a structural setback may be used. A structural setback is created by deepening the foundation elements so that, when measured horizontally from the font of the foundation to the face of the slope, the top of slope setback discussed above is met. We have provided recommendations for deepened foundations in the "Foundation Support" section of this report. A typical structural setback diagram is included as Figure 7. Seismic Design Based on our observations and the subsurface units mapped at the site, we interpret the structural site conditions to correspond to a seismic Site Class "C" in accordance with the 2015 IBC (International Building Code) documents and ASCE 7-10 Chapter 20 Table 20.3-1. This is based on the SPT (Standard Penetration Test) blow counts recorded during our borings and the anticipated range of SPT (Standard Penetration Test) blow counts for the soil types observed during test pit excavation. These conditions were assumed to be representative for the subsurface conditions for the project site in general. For design of seismic structures using the IBC 2015, mapped short -period and 1-second period spectral accelerations, Ss and S1, respectively, are required. Ss and S1 are for a maximum considered earthquake, which corresponds to ground motions with a 2 percent probability of exceedance in 50 years or about a 2,500-year return period (with a deterministic maximum cap in some regions). The U.S. Geological Survey (USGS) completed probabilistic seismic hazard analyses (PSHA) for the entire country in November 1996, which were updated and republished in 2002 and 2008. We used the ATC Hazard by Location website to estimate seismic design parameters at the site. Table 6, below, summarizes the recommended design parameters. TABLE 6: 2015 IBC PARAMETERS FOR DESIGN OF SEISMIC STRUCTURES Spectral Response Acceleration (SRA) and Site Coefficients Short Period 1 Second Period Mapped SRA SS = 1.289 S1 = 0.493 Site Coefficients (Site Class C) Fa = 1.000 F = 1.307 Maximum Considered Earthquake SRA SMs = 1.289 SM1 = 0.645 Design SRA Sos = 0.859 Sol = 0.430 Peak Ground Acceleration The mapped peak ground acceleration (PGA) for this site is 0.522g. To account for site class, the PGA is multiplied by a site amplification factor (FPGA) of 1.000. The resulting site modified peak ground acceleration (PGAM) is 0.522g. In general, estimating seismic earth pressures (kn) by the Mononobe-Okabe method or seismic inputs for slope stability analysis are taken as 30 to 50 percent of the PGAM, or 0.16g to 0.26g. Earthouoke-loduced G�oiogic Hazards Earthquake -induced geologic hazards may include liquefaction, lateral spreading, slope instability, and ground surface fault rupture. According to the Department of Natural Resources GEORESOURCES PapeKenworthNW.FederalWay.RG March 5, 2020 page 1 16 Geologic Hazards Map, Figure 6, the site is located within the mapped Tacoma Fault Zone. However, no faults are mapped within 300 feet of the subject site. No evidence of ground fault rupture was observed in the subsurface exploration or our site reconnaissance. In our opinion, the proposed development has no greater risk for ground fault rupture than other structures located in this portion of the Tacoma Fault Zone. Liquefaction is a phenomenon where there is a reduction or complete loss of soil strength due to an increase in water pressure. The increase in pore water pressure is induced by vibrations. Liquefaction mainly affects geologically recent deposits of loose, fine-grained sands that are below the groundwater table. Based on the dense nature of the glacial till and advance outwash soils observed on the site, it is our opinion that the risk for liquefaction to occur at this site during an earthquake is negligible. Provided the design criteria listed below are followed, the proposed development should have no greater risk of seismic damage than other appropriately designed structures in the Puget Sound area. Foundation Support As stated, we anticipate the, proposed structures will be founded on conventional shallow foundations, while deep foundations such as pin piles or helical anchors may be necessary to provide additional uplift capacity for proposed signage or canopies. Design criteria and recommendations for conventional shallow foundations are included in this section. Design criteria and recommendations for deepened foundations are included in the "Alternative Foundation Support" section below. We recommend that spread footings for any new structures be founded on the native glacial soils or on structural fill that extends to suitable native soils. The soil at the base of the footing excavations should be disturbed as little as possible. All loose, soft or unsuitable material should be removed or recompacted per the "Structural Fill" section of this report. We recommend a minimum width of 24 inches for isolated footings and at least 18 inches for continuous wall footings. All footing elements should be embedded at least 18 inches below grade for frost protection. Footings founded on the properly placed and compacted structural fill or the shallow weathered glacial soils can be designed using an allowable soil bearing capacity of 2,500 psf (pounds per square foot) for combined dead and long-term live loads. Footings founded on the dense glacial till or advance outwash can be designed using an allowable soil bearing capacity of 4,000 psf. The weight of the footing and any overlying backfill may be neglected. The allowable bearing value may be increased by one-third for transient loads such as those induced by seismic events or wind loads. Lateral loads may be resisted by friction on the base of footings and floor slabs and as passive pressure on the sides of footings. We recommend that an allowable coefficient of friction of 0.35 be used to calculate friction between the concrete and the underlying soil. Passive pressure may be determined using an allowable equivalent fluid density of 350 pcf (pounds per cubic foot). Passive resistance from soil should be ignored in the upper 1 foot. Factors of safety have been applied to these values. We estimate that settlements of footings designed and constructed as recommended will be less than 1-inch, for the anticipated load conditions, with differential settlements between comparably loaded footings of 1/2-inch or less. Most of the settlements should occur essentially as loads are being applied. However, disturbance of the foundation subgrade during construction could result in larger settlements than predicted. We recommend that all foundations be provided with footing drains in accordance with the 2015 IBC, Section 1805.4.2. We also recommend that a GEORESOURCES Pape KenworthNW.Fed era lWay.RG March 5, 2020 page 1 17 GeoResources representative evaluate the condition of the exposed subgrade soils prior to setting the forms and installation of the reinforcing steel. Alternative Foundation Support Since uplift capacities for canopies or signs may require greater resistance than can be provided by conventional shallow foundations, the use of deep foundations such as helical anchors or reinforced concrete piers may be more appropriate to provide additional uplift capacities while minimizing the size of the perimeter foundation. Helical Anchors Helical anchors (such as the proprietary systems offered by AB Chance and Atlas Systems) typically consist of a square or circular shaft (1.5-inch square is typical) with and 8 to 12-inch diameter helix located at the leading edge. The helix is rotated and is advanced into the soil like a screw, similar to soil augers commonly used for drilling. Depending on the capacity required, one or more helices may be located along the shaft, typically at about 3-foot intervals. The smallest helix is the one at the tip of the anchor, with the sizes becoming progressively large at shallower depths. Helical anchors are screwed into the ground with rotary -type torque motor until refusal conditions are met. Refusal is typically defined as achieving a specific torque that corresponds to a specific compressive capacity based on soil conditions and installation equipment used. Anchors should be spaced a minimum distance of three times the largest helix diameter measured from the edges of the helices to avoid group effects. The lateral capacity of the battered piling may be taken as the horizontal vector of the axial pile capacity. The Chance anchor system is a proprietary system which utilizes helical anchors affixed to a square steel shaft. The uplift capacity of the anchor is related to the torsion resistance encountered as the anchor is installed. Torque monitoring of individual anchors is completed as the anchors are installed using a shear pin that shears once the design load (torque) is achieved. The number, size, and spacing of helix plates required to achieve the design loads should be determined by the anchor contractor and manufacturer using the attached subsurface exploration logs. We recommend that load testing should be performed in accordance with the Quick Load Test Method, ASTM D: 1143. Rein -forced Concrete Piers Alternatively, uplift capacity could be provided by using steel -reinforced concrete piers. Because of the density of the soils, drilled or augercast concrete piles may be easier to install to the required depth than helical anchors or driven steel pin piles. We typically recommend that the piers be a minimum of 12-inches in diameter and be structurally connected to the footing elements. Where the 12-inch diameter piers bear on dense granular soil, we recommend a preliminary end bearing value of 4,000 pounds per square foot (psf) and a skin friction value of 1,000 plf. These values are for piles installed by open -hole techniques. Uplift capacity is generally taken as about 1/2 to 2/3 of allowable pile skin friction resistance (about 500 to 650 plf). Piers of this capacity are generally acceptable for lightly loaded structures. The concrete piers are usually short and are analyzed as rigid bodies with respect to lateral design. The short concrete piers are usually installed with a "highway" auger or similar truck mounted drill rig. On steeply sloping sites, or for deeper piers, a larger crane type mounted drill rig is required. This may also require a large bench excavation in order to provide the drill rig access to the pier locations. This recommended capacity is based on a minimum penetration equal to a minimum of 5 feet into suitable bearing soils that GEORESOURCES —J, Pape KenworthNW.Fed era lWay.RG March 5, 2020 page 1 18 were encountered at about 2 to 4 feet below the existing ground surface. Minimum embedment depths will depend on finish floor elevations. Once the site plan is finalized, we can review minimum embedment depths. The piers are typically placed on 4 to 6 foot centers starting at the corners of the individual shallow foundation elements. Piers with center -to -center spacing less than 3 pile diameters may need to account for group effects. Signal Pole Foundation Support We understand that existing signal poles at the intersection of South 320th Street and 32nd Avenue South may be relocated as part of the proposed development. Standard foundation depths range from 6 to 20 feet, depending on the foundation type, the pole class, resultant horizontal tension, and the soil conditions. Table 7 below presents the recommended minimum foundation depths for various factors, based on WSDOT design criteria, for Type IV and V strain pole foundations. Because of the proximity of the anticipated pole location to an existing slope, the foundation depth may need to be extended. For slopes flatter than 3H:1V no adjustment is necessary. For poles located on slopes inclined at 3H:1 V, the foundations depths should be extended 0.513, where "B" is the foundation diameter. For poles located on slopes inclined at 1.51-1:1 V the foundations depths should be extended 1.013. Interpolation of foundation depths between indicated slope inclinations is permitted. TABLE 7: 0C/'nnAnACnln[n nAIAIInnI Inn r1011 I 1:111 PIER nFPTI-IC FOR iIGNAI POLE FOUNDATIONS Allowable Drilled Pier Pole Class - Resultant Horizontal Tension' (Ibs) Lateral Diameter 1900 2700 3700 4800 5600 �6�30O�72�00 Bearing "Bit - Pressure (feet) Drilled Pier Depth (feet) on Level Ground 1,000 psf to 3 11 13 15 16 18 19 20 1,500 psf 4 10 11 13 15 15 16 18 1,500 psf to 3 9 11 12 14 15 15 16 2,500 psf J 4 8 9 10 12 13 13 14 3 7 8 9 10 11 12 13 >2,500 psf 4 6 7 8 9 10 10 11 Corrugated Metal Pipe Depth (feet) on Level Ground 1,000 psf to 3 11 13 15 16 18 19 20 1,500 psf 4 10 11 13 15 15 16 18 1,500 psf to 3 9 11 12 14 15 15 16 2,500 psf 4 8 9 10 12 13 13 14 3 7 8 9 10 11 12 13 > 2,500 psf 4 6 7 8 9 10 10 10 Ref: Design Manual - Type IV and V Strain Pole Traffic Signal Foundation, Standard Plan J-27.10-01 Notes: For actual resultant horizontal tension factors between the design values shown, use the next higher value. z For 21-1:1V ground slopes add 0.513 to depth; For 1.51-1:1V ground slopes add 1.013 to depth. Interpolation between these values is permitted. Signal pole foundations should not be placed on slopes steeper than 1.51-1:1 V GEORESOURCES PapeKenworthNW.FederalWay.RG March 5, 2020 page 1 19 We understand the signal pole northwest of the intersection will be located in the general vicinity of boring B-5. At the location of boring B-5, very dense glacial till with blow counts greater than 50 blows per foot (bpf) was encountered at about 2 feet below the ground surface (approximately elevation 472 feet). The very dense glacial till was mantled by dense crushed surfacing rock in the existing driveway. Correlations between SPT blow count and lateral bearing pressure are provided in Table 17-2 of the WSDOT Geotechnical Design Manual (Foundation Design for Signals Signs, Noise Barriers, Culverts, and Buildings, M 46-03.8, dated October 2013). Using the blow count data from boring B-5, all foundation embedment depths greater than 5 feet will have an allowable lateral bearing pressure in excess of 4,500 psf. Therefore, in our opinion, the signal pole foundation may be sized using Table 7, above, using the row of design values for allowable lateral bearing pressure greater than 2,500 psf. Once the signal pole class and location for proposed signal poles have been selected, we can provide additional comments on the required minimum embedment depth. Based on our explorations, we anticipate that the foundation holes can be drilled with a conventional auger. The drilling or excavation contractor should realize that differing soil conditions might be encountered at the specific pole locations. Because of the proximity of existing underground utilities, careful utility locating will be required before the foundations are installed. Luminaire Foundation Support We understand that luminaires are proposed along the 32"d Avenue South right-of-way as part of the proposed development. The WSDOT standard design for luminaire foundations is shown on WSDOT Standard Plan J-28.30-03. Foundation Type A has a minimum embedment depth of 4.5 feet on ground surfaces inclined at 4H:1 V or less and a minimum allowable lateral bearing pressure of 2,000 psf. Foundation Type B has a minimum embedment depth of 8 feet on slopes inclined steeper than 4H:1 V, but not exceeding 2H:1 V, and an allowable lateral bearing capacity of 1,500 psf. Luminaires founded in the dense to very dense glacial till encountered in borings B-4 and B- 5 may be designed using Foundation Type A or B. All loose, soft or unsuitable material should be removed or recompacted per the "Structural Fill" section of this report. Luminaires founded in structural fill placed as described in the "Structural Fill" section may also be designed using Foundation Type A or B. We understand that only minor amounts of grading are proposed along the 32"d Avenue South right-of-way and therefore anticipate the proposed luminaires will be founded in native glacial till soils. Floor Slab Support We anticipate that the proposed buildings may include slab -on -grade floors that should be supported on the native soils or on structural fill prepared as described below. Although not encountered in our explorations in the vicinity of the proposed buildings, any areas of old fill material should be evaluated during grading activity for suitability of structural support. Areas of significant organic debris should be removed as described in accordance with the "Site Preparation" section of this report. We recommend that floor slabs be directly underlain by a minimum 4-inch thick pea gravel or clean crushed rock with less than 2 percent fines. This layer should be placed in one lift and compacted to an unyielding condition. A synthetic vapor retarder is recommended to control moisture migration through the slabs. This is of particular importance where the slab is underlain by silty till soils or where moisture migration through the slab is an issue, such as where adhesives are used to anchor carpet or tile to the slab. GEORESOURCES Pa pe Ke n wo rth N W. Fed a ra I Way. RG March 5, 2020 page 120 A subgrade modulus of 250 pci (pounds per cubic inch) may be used for subgrades prepared as recommended. We estimate that settlement of the floor slabs designed and constructed as recommended, will be'h inch or less over a span of 50 feet. Below Grade Walls We do not expect the buildings will have basements, but subgrade walls could be constructed in association with maintenance pits. The lateral pressures acting on below grade walls will depend upon the nature and density of the soil behind the walls. It is also dependent upon the presence or absence of hydrostatic pressure. If the walls are backfilled with granular well -drained soil, the design active pressure may be taken as 35 pounds per cubic foot (pcf) (equivalent fluid density). For subgrade walls that are restrained from deflection, an at -rest pressure of 55 pcf may be used. These design values assume a level backslope and drained conditions as described below. Where required by code, a seismic surcharge of 1 OH is recommended for active conditions, calculated using the Mononobe-Okabe method. This surcharge is in addition to the static lateral earth pressure and should be assumed to have resultant at 2/3H, and assumes the wall will be backfilled with adequately compacted structural fill. Lateral loads may be resisted by friction on the base of wall footings and as passive pressure on the sides of footings and the embedded portion of the wall, as described in the "Foundation Support" section. Retaining Structures Retaining walls are proposed to support fills along the western and northwest portion of the project area up to 40 feet in height. Per the FWRC 19.120.120, wails for commercial developments are limited to six feet in height, and rockeries and retaining walls visible from a public right-of-way shall be composed of rock, brick, or other textured/patterned wall styles as approved by the City. We understand you are requesting a deviation to construct retaining walls up to about 14 feet in height. The proposed configuration consists of three tiered walls with maximum heights of 8 to 14 feet. While not currently proposed, we anticipate additional shorter retaining walls may be required to support cuts in the southeastern portion of the project area. Where the proposed parking lot will be within 1 H:1V from the base of the proposed retaining walls, we recommend a live load surcharge of 250 psf be applied to model traffic loading. As proposed, the building is sufficient setback so that it will not impose a surcharge on the walls. We recommend the following geotechnical design parameters be used for the design of retaining walls: TABLE & RECOMMENDED SOIL PROPERTIES OF ON -SITE SOILS FOR WALL DESIGN It MoistUnit Cohesion' Phi Equivalent Soil Type (psf) (degrees) Flu d Pressure (pcf) (pcf) Weathered Till/Outwash (medium dense) 125 0 34 35 Gravelly Advance Outwash (dense) 135 0 42 27 Glacial Till (dense) 138 500 38 33 Structural Fill (Common Borrow) 130 0 P 35 35 'Cohesion should only be used to model foundation soil, not retained soil GEORESOURCES PapeKenworthNW.FederalWay.RG March 5, 2020 page 121 Mechonically Stabilized orth alJ Mechanically stabilized earth (MSE) walls are constructed using compacted soil with layers of reinforcing material, such as geosynthetics or steel strips, that extend behind the wall face to create a reinforced soil mass. Detailed wall design should be performed by the wall designer, including internal and external stability, sliding resistance, and required reinforcement layout and properties. Wall backfill should consist of structural fill and should be compacted to 95% of the maximum dry density (MDD) as determined by the Modified Proctor (ASTM D: 1557). The soil drainage zone within 12- to 18-inches of the wall should be compacted to approximately 90 percent of the MDD. Typical facings for MSE walls with geogrid or geotextile reinforcement are small modular concrete blocks (such as Cornerstone, Keystone, and others) or large modular concrete blocks (such as Redi-rock, Ultrawall, and others). As stated above, rockeries may be considered for use as a decorative facing in front of wrapped face geosynthetic MSE walls. In our opinion, MSE walls with steel reinforcement (or gabion style wall) such as the Hilfiker wall systems, would also be feasible from a geotechnical perspective, however the wall facing may not meet the City style requirements described above. Grid lengths for wall under 6 feet in height are typically on the order of 0.7H, where H is the total height of the wall. Grid lengths for walls over 6 feet are typically on the order of 1.1 H. Greater lengths may be required for tiered wall configurations when the upper wall surcharges the lower wall, typically when the upper wall is located within 1 H:1 V from the base of the lower wall. RQckeri s Rockeries should not be used unless the retained material would be stable without the rock facing. Rockeries are considered to act principally as erosion protection and they are not considered to provide strength to the slope unless designed as a buttress using limit equilibrium slope stability methods. Based on our review of the subsurface explorations and the proposed plans, it is our opinion that cuts in the southeast portion of the site will likely encounter dense glacial till which has historically been shown to be stable with rockery facings at minimal heights. We do not recommend rockeries be constructed in front of fill with more than 3 feet of exposed height, such as the proposed fills in the western portion of the project area, unless constructed as a wrapped -face MSE wall with rockery facing. We recommend tiered rockeries be separated by level terraces at least equal to the height of the lower rockery, so that the upper rockery does not place a surcharge load on the lower rockery. Proposed rockeries should be constructed in accordance with the ARC Rock Wall Construction Guidelines. Gravity Walls Large modular concrete block walls (such as Redi-Rock or Ultrawall) may also be feasible if designed as gravity walls (without geosynthetic reinforcement). Gravity walls depend primarily on the weight of the concrete blocks to resist failure from overturning and sliding. Taller wall sections and walls subject to surcharge loading (including tiered wall configurations with less than 1H:1V separation) will require larger block sizes to resist the forces acting on the wall. Gravity walls constructed using Redi-Rock or Ultrawall blocks are typically feasible up to heights of about 12 feet, where no surcharge loads are applied. GEORESOURCFS PapeKenworthNW.Federa1Way.RG March 5, 2020 page 122 Preliminary Global a ili 1 is We analyzed the global stability of the proposed tiered wall configurations. We understand the proposed configuration consists of 3 tiered walls with exposed heights of up to 14 feet with up to 3H:1V slopes between the walls. Our results indicate the lower walls should have a minimum reinforcement length of 1.8H and the upper wall should have a minimum reinforcement length of 1.01-1, where H is the total height of the MSE wail (including embedment). Our global stability model assumed a total vertical separation of 38 feet from the base of the lower wall to the top of the upper wall. These recommended reinforcement lengths would meet static and dynamic global stability criteria, which requires minimum factors of safety of 1.5 and 1.1, respectively. We did not perform detailed internal, external, or compound stability analyses of the proposed walls. We recommend the wall designer be required to perform these analyses and to determine the required reinforcing strengths, lengths, and spacing where MSE walls are used. The actual design length of reinforcement may be controlled by internal or external stability considerations and may be greater. Below Grade Walls and Retaining Wall Drainage Adequate drainage behind subgrade walls and retaining structures is imperative. Positive drainage which controls the development of hydrostatic pressure can be accomplished by placing a zone of drainage behind the walls. Granular drainage material should contain less than 2 percent fines and at least 30 percent greater than the US No. 4 sieve. A soil drainage zone should extend horizontally at least 18 inches from the back of the wall or back of reinforced zone. The drainage zone should also extend from the base of the wall to within 1 foot of the top of the wall. The soil drainage zone should be compacted to approximately 90 percent of the MDD. Over -compaction should be avoided as this can lead to excessive lateral pressures. A geocomposite drain mat may also be used instead of free draining soils, provided it is installed in accordance with the manufacturer's instructions. Typical wall drainage and backfill is shown on Figure 8. A minimum 4-inch diameter perforated or slotted PVC pipe should be placed in the drainage zone along the base and behind the wall to provide an outlet for accumulated water and direct accumulated water to an appropriate discharge location. We recommend that a nonwoven geotextile filter fabric be placed between the soil drainage material and the remaining wall backfill to reduce silt migration into the drainage zone. The infiltration of silt into the drainage zone can, with time, reduce the permeability of the granular material. The filter fabric should be placed such that it fully separates the drainage material and the backfill, and should be extended over the top of the drainage zone. Temporary Excavations All job site safety issues and precautions are the responsibility of the contractor providing services/work. The following cut/fill slope guidelines are provided for planning purposes only. Temporary cut slopes will likely be necessary during grading operations or utility installation. All excavations at the site associated with confined spaces, such as utility trenches and retaining walls, must be completed in accordance with local, state, or federal requirements including Washington Administrative Code (WAC) and Washington Industrial Safety and Health Administration (WISHA). Excavation, trenching, and shoring is covered under WAC 296-155 Part N. Based on WAC 296-155-66401, it is our opinion that the glacial till deposits would be classified as Type A soils, and the advance outwash and weathered glacial deposits would be GEORESOIJRCES PapeKenworthNW.Federa[Way.RG March 5, 2020 page 123 classified as Type B soils, except where seepage occurs and would then be classified as Type C. Existing fill soils encountered at the site should also be classified as Type C. According to WAC 296-155-66403, for temporary excavations of less than 20 feet in depth, the side slopes in Type C soils should be sloped at a maximum inclination of 1.51-1:1V or flatter from the toe to top of the slope, the side slopes in Type B soils should be sloped at a maximum inclination of 1H:1V or flatter, and side slopes in Type A soils should be laid back at a slope inclination of 0.75H:1V or flatter. All exposed slope faces should be covered with a durable reinforced plastic membrane during construction to prevent slope raveling and rutting during periods of precipitation. These guidelines assume that all surface loads are kept at a minimum distance of at least one half the depth of the cut away from the top of the slope and that significant seepage is not present on the slope face. Flatter cut slopes will be necessary where significant raveling or seepage occurs, or if construction materials will be stockpiled along the slope crest. Where it is not feasible to slope the site soils back at these inclinations, a retaining structure should be considered. Retaining structures greater than 4-feet in height (bottom of footing to top of structure) or that have slopes of greater than 15 percent above them, should be engineered per WAC 51-16-080 item 5. This information is provided solely for the benefit of the owner and other design consultants, and should not be construed to imply that GeoResources assumes responsibility for job site safety. It is understood that job site safety is the sole responsibility of the project contractor. Permanent Cut and Fill Slopes We recommend a maximum slope of 2H:1V (Horizontal:Vertical) for permanent cut slopes i and for fill slopes up to 6 feet in height. Fill slopes taller than 6 feet should be sloped at 3H:1V per FWRC 19.120.100. Where slopes are not feasible, retaining structures as discussed above should be considered. 1 Fill slopes constructed on grades that are steeper than 5H:1V should be constructed in 1 accordance with Appendix J of the 2015 IBC and the King County Surface Water Design Manual, as amended by the City of Federal Way and FWRC Title 16, as well as Chapter 16.142. Fill slopes should utilize proper keying and benching methods. An excerpt from the 2015 IBC, Appendix J is included as Figure 9. The benches should be 1112 times the width of the equipment used for grading and be a maximum of 3 feet in height. Subsurface drainage may be required in areas where significant seepage is encountered during grading. Collected drainage should be directed to an appropriate discharge point. Surface drainage should be directed away from all slope faces. All permanent slopes should be protected from erosion as soon as feasible after grading is J completed. Typical erosion control methods per the 2016 KCSWDM should be sufficient for proposed site grading activities. Additionally, permanent slopes should be planted with a hardy vegetative groundcover, mulched, or armored with quarry spalls as soon as feasible after grading is Jcompleted. J Site Drainage All ground surfaces, pavements and sidewalks at the site should be sloped to direct surface water away from the structures. Surface water runoff should be controlled by a system of curbs, berms, drainage swales, and or catch basins, and conveyed to an appropriate discharge point. JCollected water should not be discharged onto slopes steeper than 30 percent. J GEORESOURCES PapeKenworthNW.FederalWay.RG March 5, 2020 page 124 We recommend that footing drains are installed for the buildings in accordance with 2015 IBC 1805.4.2, and basement walls (if utilized) have a wall drain as describe above. The roof drain should not be connected to the footing drain. Pavement Section Design We understand that several pavement sections may be used for the onsite portion of the development, including flexible pavement design consisting of hot mix asphalt (HMA) in the passenger car parking stalls, passenger car drive lanes, and either HMA or rigid pavement design consisting of Portland cement concrete (PCC) in the truck traffic areas. We were provided with a draft Memorandum prepared by Transportation Engineering Northwest (TENW) dated October 8, 2019 which provided estimates of weekday peak hour traffic at the proposed facility. Povemerrr_Suhgrades Pavement subgrade areas should be prepared by removing any soft or deleterious material down to firm and unyielding soils in accordance with the "Site Preparation" section of this report. The prepared subgrade should be evaluated by proof -rolling with a fully -loaded dump truck or equivalent heavy point load equipment. Soft, loose, or wet areas that are identified should be recompacted or removed, as appropriate. Over -excavated areas should be backfilled with compacted structural fill. Where fill is placed, the upper 2 feet of roadway subgrade should have a maximum dry density of at least 95 percent of the MDD, as determined in accordance with the ASTM D: 1557. Pavement Sections We have prepared this analysis in accordance with the 1993 AASHTO flexible and rigid pavement design methods. The AASHTO 93 design method quantifies traffic loading in terms of 18- Kip ESALs (equivalent single axle loads). The estimated ESALs over the entire design life were determined using the provided traffic data and assumed vehicle loads, and extending the daily value over a 20- or 40-year design life. We have assumed that commercial truck traffic will drive across the heavy HMA and PCC pavement sections, while the parking stall and light HMA pavement sections will only be used by passenger cars and occasional delivery trucks. We assumed that each passenger car applies an average of 0.008 ESALs. We assumed that commercial trucks would apply 1.2 ESALs. Based on our bearing ratio (CBR) test results, we have assumed an equivalent subgrade modulus value of 8 ksi. These assumptions should be verified prior to construction, and, if the assumptions contained herein are not correct, we should be notified and allowed to review our calculations. Table 9, below, summarizes our assumptions and inputs for the design of the pavement sections, and Table 10, below, summarizes the recommended pavement section thicknesses. GEORESOURCES PapeKenworthN W.FederalWay.RG March 5, 2020 page 1 25 TABLE 9: INPUT DATA FOR PAVEMENT DESIGN Parameter Stalls Parking ing Light HMA Heavy HMA PCC Design Life (years) 20 20 20 40 Design Traffic Load (ESALs) 3,504 162,644 525,600 1,051,200 Initial Serviceability 4.2 4.2 4.2 4.5 Terminal Serviceability 2.3 2.3 2.3 2.5 Reliability, R 85% 85% 85% 80% Elastic Modulus, E (ksi) N/A N/A N/A 4,000 Modulus of Subgrade Reaction, k (pci) N/A N/A N/A 200 Resilient Modulus, Base Course (ksi) 28 28 28 N/A Resilient Modulus, Subgrade (ksi) 8 8 11 N/A Layer Coefficient, HMA (a,) 0.44 0.44 0.44 N/A Layer Coefficient Base Course (a2) 0.13 0.13 0.13 N/A Drainage Coefficient (m, Cd) 1 1 1 1 Notes: ESALs -Equivalent Single Axle Loads ksi - kips per square inch pci - pounds per cubic inch TABLE 10: SECTION THICKNESS RECOMMENDATIONS Section Parking Stalls Light HMA Heavy HMA PCC Pavement 2 3.5 4.5 6.5 CSBC or CSTC 4 7 7.5 N/A' Notes: CSBC -Crushed Surface Base Course per WSDOT 9-03.9(3) CSTC - Crushed Surface Top Course per WSDOT 9-03.9(3) ' Leveling course as needed below PCC (typical(y about 2- to 4-inches of crushed rock) The above recommended section thicknesses meet the AASHTO 93 design standards based on the assumed traffic loading. Additional loading may contribute to premature failure of the pavement section. We anticipate heavy vehicle traffic from construction traffic or emergency vehicles would likely exceed the design loading of the parking stall HMA section. Pavement Frost Conditions Frost -susceptible soil is generally regarded as having greater than 3 percent finer than 0.02 millimeter (mm). Soil with a fines content not exceeding 7 percent passing the No. 200 sieve, based on the minus 3/4-inch fraction, can normally be expected to have 3 percent or less finer than 0.02 mm. Based on the soils observed during our construction monitoring, most of the near -surface soils could be considered frost -susceptible. Based on information provided in the WSDOT Pavement Policy, we recommend assuming the frost depth would be about 18 inches. For both rigid and flexible pavements, WSDOT recommends that the total depth of the pavement section be at least 50 percent of the frost depth. In our opinion, the recommended light HMA, heavy HMA, and PCC pavement sections should provide adequate protection against potential frost heave damage. We have assumed the PCC pavement will be underlain by a minimum 2.5-inch thickness of crushed GEORESOURCES Pa peKenworth N W. Fed era I Way. RG March 5, 2020 page 126 rock. The recommended parking stall HMA pavement section is less than 9-inches thick and therefore may be susceptible to frost heave damage; a thicker CSBC base layer could be used with our recommended parking stall HMA pavement section to provide frost protection, or additional maintenance should be anticipated. Pavement Materials rind Construction In general, the aggregate base course, HMA, and PCC should be constructed in accordance with WSDOT Standard Specifications for Road, Bridge, and Municipal Construction (WSDOT Standard Specifications, 2016). HMA should conform to Section 5-04 in the WSDOT Standard Specifications and the PCC should conform to Section 5-05 of the WSDOT Standard Specifications. We recommend that crushed rock used as CSBC in pavement sections consist of material of approximately the same quality as "crushed surfacing (base course)" (or better) described in Section 9-03.9(3) of the WSDOT Standard Specifications. We further recommend that CSBC material be compacted to at least 95 percent of the MDD based on the modified Proctor procedure (ASTM D: 1577). Stormwater Recommendations We understand that the City of Federal Way uses the 2016 King County Surface Water Design Manual (KCSWDM) for stormwater management. Stormwater facilities should be designed and constructed in accordance with the 2016 KCSWDM. All infeasibility criteria and minimum setbacks should be considered prior to the selection of a stormwater management method. Infiltration facilities should not be located within 200 feet of a steep slope hazard area, defined in the 2016 KCSWDM as an area on a slope of 40 percent inclination or more with a vertical elevation change of at least 10 feet. Therefore, infiltration facilities should not be located within 200 feet of the top of the steep slope as shown on Figure 2 in the southwest portion of the site. Based on the current site plans, we understand no infiltration facilities are proposed within 200 feet of the steep slope. In accordance with Section 5.2 of the 2016 KCSWDM, a minimum separation of 3 feet between the bottom of an infiltration facility and the top of a seasonal high groundwater table or other impermeable layer is required. Per the 2016 KCSWDM, evidence of seasonal high groundwater includes mottling or iron oxide staining. In our opinion, the minimum separation requirements for infiltration facilities can be met where advance outwash was encountered, including in the vicinity of test pits TP-1, TP-2, TP-3, TP-4, TP-7, and TP-103 and borings B-1, B-2, and B-3 in the western portion of the project area. Where glacial till was encountered mantling advance outwash, including test pits TP-8 and TP-10, infiltration should be feasible if the bottom elevation of the facility is located within the gravelly outwash soils. Therefore, it is our opinion that onsite infiltration is feasible for the proposed development if the facilities are located in the vicinities of test pits TP-1, TP-2, TP-3, TPA TP-7, TP-8, TP-10, or TP-103 provided the minimum vertical separation requirements can be achieved through design. Our groundwater monitoring measured groundwater at approximately elevation 463 feet in the northwest portion of the site. Our test pit explorations in the south and east portions of the site, in the vicinity of test pits TP-5, TP-6, TP-9, TP-11, TP-12, and TP-13 and borings B-4 and B-5 encountered glacial till to the full depth explored with evidence of seasonal groundwater as shallow as 2 feet below the existing ground surface. The minimum required vertical separation between the bottom of an infiltration facility and evidence of seasonal high groundwater likely cannot be met in these portions of the site. Therefore, it is our opinion that onsite infiltration in the vicinity of test pits TP-5, TP-6, TP-9, TP-11, TP-12, and TP-13 is not feasible. GEORESOURCES PapeKenworthNW.FederalWay.RG March 5, 2020 page 1 27 Additionally, onsite infiltration should not occur within fill material unless the fill is placed and compacted under the supervision of a geotechnical engineer and the fill has a minimum measured infiltration rate of 8 inches per hour. As noted, we understand you propose to fill the western portion of the project site. We do not recommend infiltration facilities have bottom elevations located within the fill, unless it meets the above requirements. Materials such as Permeable Ballast (WSDOT Spec 9- 03.9(2)) or Gravel Backfill for Drains (WSDOT Spec 9-03.12(4)) can provide the required infiltration rate. dig i�lnf" trotion RQr We performed three small scale pilot infiltration tests (PIT-1, PIT-2, and PIT-3) in general accordance with the 2016 KCSWDM. No indicators of an impermeable layer underlying the test locations pits were observed during over -excavation. Based on our test results, we recommend allowable long-term design infiltration rates of 2.75 inches per hour be used to design infiltration facilities within the silty gravel soils in the vicinity of PIT-2, PIT-3, TP-3, B-1, B-2, and B-3 (north and west of the existing barn); and a design infiltration rate of 6.5 inches per hour be used to design infiltration facilities within the poorly graded gravel and poorly graded sand soils in the vicinity of PIT-1, TP-4, TP-7, TP-8, and TP-103 (southwest of the existing barn). The recommended infiltration rates and locations are summarized below in Table 11. TABLE 11: RECOMMENDED DESIGN INFILTRATION RATE OF ON -SITE SOILS Infiltration Rate (in/hr) Soil Type Location Approximate Depths Encountered (ft) PIT-2 2 - 7+ PIT-3 7 - 10+ TP-3 21/z - 9Yz+ 2.75 GM/GW-GM B 1 8_21+ B-2 4-21+ B-3 9-21+ PIT-1 1'/z - 6+ TP-4 2 - 10+ 6.5 GP / SP TP-7 2 - 10+ TP-8 6 - 9+ TP-103 2 - 9+ We recommend that a representative from our firm be onsite at the time of excavation of the proposed infiltration facilities to verify that the soils encountered during construction are consistent with the soils observed in our subsurface explorations. The design infiltration rate is determined based on the procedure provided in section 5.2.1 of the 2016 KCSWDM. Three correction factors are applied to account for testing (Ftesting), geometry (Fgeomerry), and plugging (Fpn;,v,, ). The design infiltration rate is determined as follows: Idesign = Imeasured X Ftesting X FgeometryX Fplugging Where: Idesig„ = Infiltration rate to be used for design of infiltration facility Imeasured= Infiltration rate measured in the field or estimated by grain size analysis GEORESOURCES PapeKenworthNW.FederalWay.RG March 5, 2020 page 128 Ftesting = Accounts for test method used (0.4 to 0.75) Test Method Correction Factor (Frestlog) Large Scale PIT 0.50 Small Scale PIT 0.50 Single Ring Percolation Test 0.30 Fgeon,etry = Accounts for the influence of facility geometry and depth to water table or other impervious strata. Fgeometry must be between 0.25 and 1.0 and is determined by: Fgeometry = 4 D/W + 0.05 Where: D = depth from the bottom of the proposed facility to the nearest impervious layer. W = Width of Facility Fp1„ «,,,g accounts for reductions in infiltration rates over the long term due to plugging of soils. Soil Type Correction Factor (Fpi ggmg) Loams and sandy loams 0.7 Fine sands and loamy sands 0.8 Medium sands 0.9 Coarse sands or cobbles 1.0 Based on the definitions and criteria outlined above, for infiltration rates determined by the small scale PIT method, we used a value of 0.5 for Ftesting, a value of 1.0 for Fgeometry, and a value of 0.9 for Fpjugg;og. Permeable Pavemen( Per 2016 KCSWDM, Section C.2.7, permeable pavement is not feasible where the seasonal high ground water or an underlying impermeable/low permeability layer (hardpan) would create saturated conditions within 1 foot of the bottom of the lowest gravel base course. Based on the soils encountered in our test pits, it is our opinion that permeable pavement is feasible at the site provided the vertical separation can be met and maintained after site grading. Where the upper weathered till soils are proposed to be removed during grading, we anticipate the vertical separation from seasonal high groundwater cannot be met. We recommend we be on site to observe the vertical separation to the undisturbed glacial till near the central and southeast portions of the site if permeable pavement is proposed to be used in those areas. Based on a soil gradation analysis performed in accordance with ASTM D: 6913, where infiltration is feasible, we recommend a preliminary long-term design infiltration rate of 0.5 inches per hour in the medium dense tan silty sand with gravel soils generally encountered at depths of 0.5 to 2.5 GEORESOURCES PapeKenworthNW.FederalWay.RG March 5, 2020 page 129 feet across the site. Once the final permeable pavement section design is determined, the City of Federal Way will likely require in -situ infiltration performance testing be performed to verify the design infiltration rate in accordance with the 2016 KCSWDM. Cat -ion exchange capacity (CEC) and organic content testing were also performed on two samples by an independent laboratory to evaluate the treatment capacity of the shallow onsite soils for LID methods. The results of the laboratory tests are included in Appendix B. The shallow onsite soils contain a CEC of 8.02 to 8.53 milliequivalents (meq)/100g per SW846 9081 and an organic content of 3.2 to 3.5 percent per ASTM D: 2974-13. Therefore, the onsite soils meet treatment requirements per the KCSWDM. Construction Considerations Suspended solids could clog the underlying soil and reduce the infiltration rate. To reduce potential clogging of the infiltration systems, the infiltration system should not be connected to the stormwater runoff system until after construction is complete and the site area is landscaped, paved or otherwise protected. Additional measures may also be taken during construction to minimize the potential of fines contamination of the proposed infiltration system, such as utilizing an alternative storm water management location during construction or leaving the bottom of the permanent systems 1 to 2 feet high, and subsequently excavating to the finished grade once the site soils have been stabilized. All contractors working on the site (builders and subcontractors) should divert sediment laden stormwater away from proposed infiltration facilities during construction and landscaping activities. No concrete trucks should be washed or cleaned, and washout areas should not be within the vicinity of the proposed infiltration facilities. After construction activities have been completed, periodic sweeping of the paved areas will help extend the life of the infiltration system. Detention Pond A stormwater detention pond is currently proposed to be located in the southwest portion of the site. As currently designed, the pond will have a constructed embankment on the downhill (western) side and a cut slope on the uphill (eastern) side, as shown on the attached site plan. We recommend that the fill portion of the embankment (the downhill, western portion of the embankment) be constructed by excavating a keyway at the bottom of the berm, per section 5.1.1.1 of the KCSWDM. We recommend the keyway be at least 5 feet wide at the bottom and the side slopes should be no steeper than 1 H:1V. The keyway should extend into the native soils a minimum of 4 feet. The keyway should reduce ground water seepage along the embankment/native soil contact. The minimum 5-foot width may require the use of small compaction equipment, such as a hoe -pack. The contractor may opt to widen the keyway in order to use a wheel roller. All material placed as fill for the pond embankment should be placed as structural fill. Structural fill in the embankment should be compacted to at least 95 percent of MDD (maximum dry density as determined in accordance with ASTM D: 1557) and be at or slightly over the optimum moisture content. Per the KCSWDM, structural fill material placed for construction of the embankment shall have a fines content between 20 and 60 percent, and a maximum of 60 percent sand. We also recommend the structural fill contain less than 30 percent gravel. Based on our grain size analyses, the native glacial till soils located at the site generally meet these gradation requirements. The surface of the fill embankment should be protected from erosion by covering it with a minimum of 3 inches of 1 1/4-inch compacted crushed rock. The crushed rock should be underlain by Mirafi 140N non -woven geotextile or approved equivalent. Preventing erosion on the embankment GEORESOURCES PapeKenworthNW.FederalWay.RG March 5, 2020 page 130 slopes is paramount to the long-term stability, performance, and level of required maintenance of the pond embankment. We recommend that the proposed pond be lined with a low permeability liner to reduce infiltration and reduce seepage from occurring below the downslope embankment. We anticipate the bottom of the proposed pond will encounter silty gravel soil that may have a moderate infiltration rate. The pond should not be designed to use infiltration, because of the proximity to the adjacent steep slope. The native glacial till soils encountered in the upland portion of the site generally meet the requirements of section 6.2.4.1 of the KCSWDM and in our opinion are suitable for re -use as a compacted till liner. The compacted till liner should be compacted to at least 95 percent of MDD and be 18 inches after compaction. Alternatively, a geosynthetic pond liner, such as PVC or HDPE, may be installed along the pond and the pond embankment to prevent excessive seepage and saturation of soils. We recommend that a representative from GeoResources should be present during construction to verify conditions as they are exposed and to verify that the fill and pond are constructed per the approved plan and recommendations contained herein. Slane Stribilifil Based on our slope stability analyses, the proposed pond embankments meet or exceed a FS of 1.5 and a FS of 1.1 in static and seismic conditions, respectively, provided our recommendations are incorporated into the project design and construction. Details of the slope stability analyses are included in Appendix C and a summary of the results is provided in Table 12 below. TABLE 12: POND EMBANKMENT SLOPE STABILITY ANALYSES RESULTS Cross Section Water Condition Loading Condition Factor of Safety Full Static 2.0 A -A' Full Dynamic 1.1 Emptied (Rapid Drawdown) Static 2.0 EARTHWORK RECOMMENDATIONS Site Preparation All structural areas on the site to be graded should be stripped of vegetation, organic surface soils, and other deleterious materials including existing structures, foundations or abandoned utility lines. Organic topsoil is not suitable for use as structural fill, but may be used for limited depths in non-structural areas. Stripping depths ranging from about 6 to 18 inches should be expected to remove these unsuitable soils in the undeveloped areas of the site. Areas of thicker topsoil or organic debris may be encountered in areas of heavy vegetation or depressions. Where placement of fill material is required, the stripped/exposed subgrade areas should be compacted to a firm and unyielding surface prior to placement of any fill. Excavations for debris removal should be backfilled with structural fill compacted to the densities described in the "Structural Fill" section of this report. We recommend that a member of our staff evaluate the exposed subgrade conditions after removal of vegetation and topsoil stripping is completed and prior to placement of structural fill. GEORESOURCES PapeKenworthNW.FederalWay.RG March 5, 2020 page 131 The exposed subgrade soil should be proof -rolled with heavy rubber -tired equipment during dry weather or probed with a 1/2-inch-diameter steel rod during wet weather conditions. Soft, loose or otherwise unsuitable areas delineated during proofrolling or probing should be recompacted, if practical, or over -excavated and replaced with structural fill. The depth and extent of over excavation should be evaluated by our field representative at the time of construction. The areas of old fill material should be evaluated during grading operations to determine if they need mitigation, recompaction, or removal. Structural Fill All material placed as fill associated with mass grading, as utility trench backfill, pond embankment, under building areas, or under roadways and pavement areas should be placed as structural fill. The structural fill should be placed in horizontal lifts of appropriate thickness to allow adequate and uniform compaction of each lift. Structural fill should be compacted to at least 95 percent of MDD (maximum dry density) as determined in accordance with ASTM D: 1557. The appropriate lift thickness will depend on the structural fill characteristics and compaction equipment used. We recommend that the appropriate lift thickness be evaluated by our field representative during construction. We recommend that our representative be present during site grading activities to observe the work and perform field density tests. The suitability of material for use as structural fill will depend on the gradation and moisture content of the soil. As the amount of fines (material passing US No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. During wet weather, we recommend use of well -graded sand and gravel with less than 5 percent (by weight) passing the US No. 200 sieve based on that fraction passing the 3/4-inch sieve, such as Gravel Backfill for Walls (WSDOT 9-03.12(2)). If prolonged dry weather prevails during the earthwork and foundation installation phase of construction, higher fines content (up to 10 to 12 percent) may be acceptable. Requirements for pond embankment fill are discussed in the "Detention Pond" section of this report. Material placed for structural fill should be free of debris, organic matter, trash, and cobbles greater than 6-inches in diameter. The moisture content of the fill material should be adjusted as necessary for proper compaction. Suitability of On -Site Materials as Structural Fill During dry weather construction, any nonorganic onsite soil may be considered for use as structural fill, provided it meets the criteria described above in the "Structural Fill" section and can be compacted as recommended. If the moisture content of the soil is over optimum when excavated, it will be necessary to aerate or dry the soil prior to placement as structural fill. The native weathered till and glacial till soils generally consisted of silty sand with gravel. These soils are generally comparable to common borrow (WSDOT 9-03.14(3)) and are suitable for use as structural fill provided the moisture content is maintained within 2 percent of the optimum moisture level. However, these soils may become difficult to adequately compact during extended periods of wet weather or where seepage occurs. As stated, the native glacial till generally meets gradation requirements for use in detention pond embankments and as a compacted till liner per the 2016 KCSWDM. The native advance outwash soils generally consist of poorly -graded gravel with variable amounts of silt. These soils are generally comparable to select borrow (WSDOT 9-03.14(2)) and are suitable for use as structural fill provided the moisture content is maintained within 3 percent of the GEORESOURCES PapeKenworthNW.FederalWay.RG March 5, 2020 page 132 optimum moisture level. The upper advance outwash soils in the vicinity of the existing barn in the northwest portion of the site had a higher fines content (about 15 to 20 percent), and are generally comparable to common borrow. The undocumented fill soils encountered northwest of the existing barn appear to contain a significant amount of organic content and we do not recommend these soils be re -used as structural fill. The undocumented fill soil encountered in test pit TP-102 in the southwest portion of the site appeared to consist of reworked native soils, and should be suitable for re -use as structural fill provided any encountered debris is removed. We recommend that completed graded areas be restricted from traffic or protected prior to wet weather conditions. The graded areas may be protected by paving, placing asphalt -treated base, a layer of free -draining material such as pit run sand and gravel or clean crushed rock material containing less than 5 percent fines, or some combination of the above. Erosion Control Weathering, erosion and the resulting surficial sloughing and shallow land sliding are natural processes. As noted, no evidence of surficial raveling or sloughing was observed at the site. To manage and reduce the potential for these natural processes, we recommend erosion protection measures will need to be in place prior to grading activity on the site. Erosion hazards can be mitigated by applying BMPs outlined in the 2016 King County Surface Water Design Manual. Wet Weather Earthwork Considerations in the Puget Sound area, wet weather generally begins about mid -October and continues through about May, although rainy periods could occur at any time of year. Therefore, it is strongly encouraged that earthwork be scheduled during the dry weather months of June through September. Most of the soil at the site contains sufficient fines and is highly susceptible to changes in water content and tends to become unstable and impossible to proof -roll and compact if the moisture content exceeds the optimum. In addition, during wet weather months, the groundwater levels could increase, resulting in seepage into site excavations. Performing earthwork during dry weather would reduce these problems and costs associated with rainwater, construction traffic, and handling of wet soil. However, should wet weather/wet condition earthwork be unavoidable, the following recommendations are provided: • Grading and earthwork should not be accomplished during periods of heavy, continuous rainfall. • The ground surface in and surrounding the construction area should be sloped as much as possible to promote runoff of precipitation away from work areas and to prevent ponding of water. Work areas or slopes should be covered with plastic when not being worked. The use of sloping, ditching, sumps, dewatering, and other measures should be employed as necessary to permit proper completion of the work. • Earthwork should be accomplished in small sections to minimize exposure to wet conditions. That is, each section should be small enough so that the removal of unsuitable soils and placement and compaction of clean structural fill could be accomplished on the same day. The size of construction equipment may have to be limited to prevent soil disturbance. It may be necessary to excavate soils with a backhoe, or equivalent, and locate GEORESOURCES PapeKenworthNW.FederalWay.RG March 5, 2020 page 133 them so that equipment does not pass over the excavated area. Thus, subgrade disturbance caused by equipment traffic would be minimized. • Fill material should consist of clean, well -graded, sand and gravel, of which not more than 5 percent fines by dry weight passes the No. 200 mesh sieve, based on wet -sieving the fraction passing the 3/4-inch mesh sieve. The gravel content should range from between 20 and 50 percent retained on a No. 4 mesh sieve. The fines should be non -plastic. No exposed soil should be left uncompacted and exposed to moisture. A smooth -drum vibratory roller, or equivalent, should roll the surface to seal out as much water as possible. • In -place soil or fill soil that becomes wet and unstable and/or too wet to suitably compact should be removed and replaced with clean, granular soil (see gradation requirements above). • Excavation and placement of structural fill material should be observed on a full-time basis by a geotechnical engineer (or representative) experienced in wet weather/wet condition earthwork to determine that all work is being accomplished in accordance with the project specifications and our recommendations. We recommend that the above requirements for wet weather/wet condition earthwork be incorporated into the contract specifications, where applicable. LIMITATIONS We have prepared this report for use by the Pape Group, Cobalt Development, Barghausen Engineering, H.G. Kimura Architect, Soundview Consultants, and other members of the design team, for use in the design of a portion of this project. The data used in preparing this report and this report should be provided to prospective contractors for their bidding or estimating purposes only. Our report, conclusions and interpretations are based on our site reconnaissance, subsurface explorations, and data from others, and should not be construed as a warranty of the subsurface conditions. Variations in subsurface conditions are possible between the explorations and may also occur with time. A contingency for unanticipated conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation should be provided by our firm during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether earthwork and foundation installation activities comply with contract plans and specifications. The scope of our services does not include services related to environmental remediation and construction safety precautions. Our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. If there are any changes in the loads, grades, locations, configurations or type of facilities to be constructed, the conclusions and recommendations presented in this report may not be fully applicable. If such changes are made, we should be given the opportunity to review our recommendations and provide written modifications or verifications, as appropriate. GEORESOURCES Pape KenworthNW. Fed era lWay.RG March 4, 2020 page 1 34 We have appreciated the opportunity to be of service to you on this project. If you have any questions or comments, please do not hesitate to call at your earliest convenience. Respectfully submitted, GeoResources, LLC 8899'f � ;57rj�A1. YN�� 31�j12v2Q Neil A. Ferguson, PE Project Geotechnical Engineer Keith S. Schembs, LEG Principal NAF:EWH:KSS/naf Doc ID: Pape KenworthNW.FederalWay.RG hoz0 Eric W. Heller, PE, LG Senior Geotechnical Engineer GEORESOURCES k I F. L C, I, V ki ii L LA, �.j .---,'1- -,T . -6 F '7 S . L Ln r, nth St _,9ct.h St t Y > L V 312tt gl I 2th 5t r *h:t d. NVY F h 3L J; 0 I Z 4, z r r Federal 3 24 rV, 5t 3 24 r1i Al 11.1 In Way 336Lh S Iiv 336th St m! jIt st Campus 5L r ri.c r SL �%N SIN 344th St a > 411 .2f I S. 3-46tn St -z vo < m Approximate Site Location (Map created from King County Public GIS http://gismaps.kingcounty.gov/iMap/) GEORESOU RCES earth science & geotechnical engineering 5007 Pacific Hwy E,, Suite 16 1 Fife, WA 98424 1 253.896.1011 1 www.georesources. rocks Not to Scale Site Location Map Proposed Commercial Development xxx South 320th Street Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 Doc ID: PapeKenworthNW.FederalWay-F I March 2020 1 Figure 1 A WEIIAIp rr ► l ............ • ..........■ - -" - - fZ870l OF I :=; I ■1.. #•� WETLAND p Iq t f W DETE MON POND ' ■ , 1 :� � ,� / +YDalall•pwaF 1 TP-11 TP-101 T / _ r -EE 2. , TP-10 e la ■CIlA16lIfF8i ' 1 = i ►� -- - - An+ - - • - - - ' _ ► ■ TP-3 _ w i i 41 -I N I }- E• r T n �. t re: j • y , 1 cccr - OUTDOOR TRUCK STORAGE rri 2 ;� �+ z -, �■► ,, 1. , v t TP-2 T. rn ouTDna�t7R 7 ,, OFFICE T �. , UCK STORAGE 1 Y BUILDING A .I', :; ■ SHOP i l s ..I t p G . F '•'+ + �' r. PRINCIPAL SALES F qEA B-2 ' ' A 1 `` 1 ` r _ - y • 1 - ` ..r'�w-�"+n.Tw _.. _ :. •_ r if':.L. :�.r� . I � '� �• � R1HG B r _- -. � ' + r - ... :..• •{ :..;�:L-.1` f• R i . 1:::'.'. .• S ;'_a ,:.`:._ . :. s.�- M1tr. Aa :}.F i'�: •: y1L,; J�,e�;A!.i BODY SHOP ARTS WAREHOUSE TP-6 / TP-1 1k IRIIItCIPAL ES AREA i•: TP-9 i B-5. '•'•; ?` '`:'� �o cur `� � ® i l� T 1 i � •Y�';4�,';-, + t;��ii a TP-13 i , .�.• � : •� ren FEu..m,nic- - �WMWIM .,® - A-. ^a« :'��,.. :•F-iii.. ic. .-ri• .rL.:: '+' .r..' -•. i 1 ILN ■V fbN iNl iwFsnlrEr �� , • 32ND 14' P.T S i Ti E 'I• T'EET PreliminarySite Plan prepared by H.G. Kimura Architect, LLC dated March 6, 2020 16 Approximate Test Pit Location Approximate Boring Location Global Stability Cross-section ••••.. Approximate top of steep slope GEORESOURCES earth science & geotechnical engineering S007 Pacific Hwy E., Suite 16 1 Fife, WA 98424 1 253.896.1011 1 www.georesources.rocks " MR" Site & Exploration Plan Proposed Commercial Development xxx South 3201h Street Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 Doc: Pape KenworthNW.FederalWay.F March 2020 I Figure 2 Not to Scale e Ile ~ ! e LU 44 - "'g c• �•�\k �i� \. — 'p ''� I o .. - 1 .'-%r. tip_ `` Spa 2SY � �,fj� ,?:.i E. `. ''r, '- :mil : �, �� L ~F� �„� �•`• l•' •- •�' - _ f„i :F. �-w� � �ti . i � � I . -� 17`I �i, ' �t. r{. '� r �• � �,1•• � •_ - ..� ,`' rr• ��w��rti - � %lL; �� _ _ •1 - •1 .i•�7' , ei %irlivj . d qq� r ��!PP��77 i`� +ji. •. T ••.� � i'�� 1,` • • `-'r4�r� r _ _ . `�•• �-' rl F / i� �BF� Cp C'13ti •j��.pE• 3y� �:� `t�. -..7 �4`r ri ,r ` 1 - �ry _ 'f' .•�'. ??e d� . 0•I. ,�' Rj EeF 1 1 � ,�� ,`'�a �x*.r,E`;r'' . l:'� � ,. r � _ •' 1 z 111,111 :I LJJ ,� V= c.ti M; r rl•N' { _ .• S• �,j�Y• - ',.ice•-"x.+:4 I •j:�•I b �Z _ •elf + I ti -•' � cRa '� �� i' � � .a� a� 1. ._ F�-:� �lY.. r� �� , • -" F �; _ .:� � '��$ r '� =Qe �' _ �'•w`�_S af"F' iL'`„•,# ti- .� J' ,1X=.•, - I ''i I 'ter. � �!'r — �...� �- � •� �` . G� �`��_�ai�y ;2 V' . a �i S .- �i.F• -- - -- --�•,� w:I f 1 •4 ri F � I a k _ —'— -y' .,_•"_.. •_... j�a�=''-�d'��ui:=7.?:4'-:.{i•,t�,;;.f=3:r ! T 82WD—AVE" S. 0 ,�, t}r , 1 • 5 1 ALTA/NSPS Land Title Survey prepared by Barghausen Consulting Engineers, Inc dated December 7, 2019 M:. L- i •-1 { 4 -�- - - - -= -• GEORESOURCES earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 1 Fife, WA 98424 1 253.896.1011 1 www.georesources.rocks jpt -- _—I 4 :4 `sA' al Site Topographic Survey Proposed Commercial Development xxx South 320t" Street Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 Doc: Pape KenworthNW.FederalWay.F I March 2020 I Figure 3 Not to Scale j I j Approximate Site Location (Map created from NRCS Web Soil Survey) Soil Erosion Hydrologic Soil Name Parent Material Slopes Hazard Soils Group Type A B Alderwood Gravelly Sandy Loam Glacial till and/or glacial outwash 0-6 Slight B 6 - 15 Moderate B AgC 15 - 30 Moderate B AgD to Severe Sk Seattle Muck Grass or anic material Level None B/D W Water - - t& s GEORESOURCES earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 I Fife, WA 98424 1253.896.1011 1 www.georesources.rocks Not to Scale NRCS Soils Map Proposed Commercial Development xxx South 3201h Street Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 Doc ID: PapeKenworthNW.FederalWay.F I March 2020 1 Figure 4 Approximate Site Location An excerpt from the Geologic Map of the Poverty Bay 7.5-Minute Quadrangle, Washington, By Derek B. Booth, Howard H. Waldron, and Kathy G. Troost (2003) Qvt Glacial Till - - QW Wetland deposits GEORESOURCES earth science & geotechnical engineering 5007 Pacific Hwy E_ Suite 16 1 Fife, WA 98424 1 253 896.1011 1 www georesources. rocks Not to Scale Geologic Map Proposed Commercial Development xxx South 3201h Street Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 Doc ID: Pape KenworthNW.Federal Way- F l March 2020 1 Figure 5 __ olalla a Ica rac r. W w _r J o PG i SSE-206i11'$t a - t m w 07 Des Mot hos = 0. dc aE-224th-S t _ ft?i� �� t N W S E=24,p th -St Tacoma Fault Zone <. Kent `'- I SE2561hSt r -I w aY Loving€#�n a. .- 5E 2 a ► ' q; S, 27Tths� ¢' S 2 Bth St 6 n 1• ♦ . n 7 Nw� w Lea Hjl I Gig Harms. * �^ t -- 4�',� 320th Si S 92011.1y _ `$ftet r s� ti Au urn Sound Federal Way �+T �1 % � '��;� • � r • �' � � .r.t' ' �UL urrs �o'I Qf, I �, �aiq�:. ♦ . 'rne 6, f ; ,a fee SEA ON 21st51 ,y, - t far \ m ♦ `ti = f . Taftma ay, h King � Ave th Ave arh 6 t —Mil 19tfiS1cdg UA t 1�sh3fltW s 4 OOd r f `� r.S Fife University. a v a�°3 a a s Rf� N " �A G' Place R S asr+ St , a kygtle Drip ;u 48th 5t c p n r 1 `1 GS 56 St- a = v-JE Wallet�SWn1nCf w _ S 74thS1- 72ndSi 't7 I2ndStE m tiyallyp W;in Ati' - Bonney Lake S14th S t o r= v w ul S -0 4 7 r w Steilaco4xn 11 - n F V I ' oneF4le ° Lakewoo m 1091Pi 5 t fi All 112tt,5t5 Parkland 112rhs1E�o- Approximate Site Location Map created from Washington DNR Geologic Information Portal (https://geologyportal.dnr.wa.gov/) GEORESOURCES earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 1 Fife, WA 98424 1253.896.1011 I www georesources.rocks Not to Scale WA DNR Natural Hazards Map Proposed Commercial Development xxx South 320th Street Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 Doc ID: PapeKenworthNW.FederalWay.F I March 2020 1 Figure 6 Slopes Greater Than 30 Percent Conventional Footing Footing Extension Setback Distance Setback Distance Slopes Greater Than 30 Percent F- G EO RESO U RCES learth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 1 Fife, WA 98424 1 253.896.1011 1 www.georesources.rocks Residential Structure Foundation Element Residential Structure Footing Extension Foundation Element Typical Structural Setback Detail Proposed Commercial Development xxx South 3201h Street Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 Doc ID: PapeKenworthNW.FecIeraIWay.F I March 2020 1 Figure 7 SLOPED TO DRAIN --BELOW GRADE WALL AWAY FROM STRUCTURE SAND AND GRAVEL -----DRAINAGE COS TYPE 26 (SEE NOTE 3) F PAVEMENT OR 18" `' DAMP PROOFING IMPERVIOUS SOIL- y WEEP HOLES (SEE NOTE 1) WALL BACKFILL SEE NOTE = LOOR SLAB EXCAVATION SLOPE':: �: ; ., -VAPOR RETARDER CONTRACTOR'S REPSONSIBILiTY Z co Z 6" MIN ON SIDES OF PIPE; 1} ? 2" BELOW Z ao WASHED PEA GRAVEUCLEAN CRUSHED GRAVEL 'PERIMETER / SUBDRAIN PIPE Notes 1. Washed pea gravel/crushed rock beneath floor slab could be 6. hydraulically connected to perimeter/subdrain pipe. Use of 1" diameter weep holes as shown is one applicable method. Crushed gravel should consist of 3/4" minus. Washed pea gravel should consist of 3/8" to No. 8 standard sieve. 2. Wall backfill should meet WSDOT Gravel Backfill for walls Specification 9-03-12(2). 3. Drainage sand and gravel backfill within 18" of wall should be compacted with hand -operated equipment. Heavy equipment should not be used for backfill, as such equipment operated near the wall could increase lateral earth pressures and possibly damage the wall. The table below presents the drainage sand and gravel gradation. 4. All wall back fill should be placed in layers not exceeding 4" loose thickness for light equipment and 8" for heavy equipment and should be densely compacted. Beneath paved or sidewalk areas, compact to at least 95% Modified Proctor maximum density (ASTM: 01557-70 Method Q. In landscaping areas, compact to 90% minimum. 5. Drainage sand and gravel may be replaced with a geocomposite core sheet drain placed against the wall and connected to the subdrain pipe. The geocomposite core sheet should have a minimum transmissivity of 3.0 gallons/minute/foot when tested under a gradient of 1.0 according to ASTM 04716. GEORESOURCES earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 1 Fife, WA 98424 1 253.896,1011 1 www.georesources.rocks The subdrain should consist of 4" diameter (minimum), slotted or perforated plastic pipe meeting the requirements of AASHTO M 304; 1/8-inch maximum slot width; 3/16-to 3/8- inch perforated pipe holes in the lower half of pipe, with lower third segment unperforated for water flow; tightjoints; sloped at a minimum of 67100'to drain; cleanouts to be provided at regular intervals. 7. Surround subdrain pipe with 8 inches (minimum) of washed pea gravel (2" below pipe" or 5/8" minus clean crushed gravel. Washed pea gravel to be graded from 3/8-inch to No.8 standard sieve. 8. See text for floor slab subgrade preparation. Materials Drainage Sand and Gravel Sieve Size % Passing by Weight W, 100 No4 28-56 No8 20-50 No50 3-12 No 000 0-2 3/4" Minus Crushed Gravel Sieve Size % Passing by Weight 3/" 100 Y 2" 75 -100 1/4" 0-25 No 100 0-2 (b wet sieyin) (non -plastic) Typical Wall Drainage and Backfill Detail Proposed Commercial Development xxx South 320th Street Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 Doc ID: PapeKenworthNW.FederalWay.F I March 2020 1 Figure 8 Property Line t i I Tap U FU5 but 2 ft_ miiirwm and need not exceed Slope I 10 tL maximum I I Property Line F � I I � I cut or Fig d f � I Slope d Toe of but 2 fw mirpmwn�l � Finish Grade � and need rxsl exceed j.��S pe an e� 20 ft rnEwrn m + I d — Interr.Mlor Drain h (if requied) I I Y.lr I I Nalural or F"eiish Grade TOP OF -*5 FT_ OR GREATER r ► y - r _ r r �1 5 GEORESOURCES earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 1 Fife, WA 98424 1 253.896.1011 1 www.georesources.rocks FILL SLOPE NATURAL SLOPE r � r r r r r � r r r � r 10 FT. miNimum IBC Keying and Benching Proposed Commercial Development xxx South 32O1h Street Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 Doc ID: PapeKenworthNW.FederalWay.F I March 2020 1 Figure 9 Appendix A Subsurface Exploration I I I I I I j SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GRAVEL CLEAN GRAVEL COARSE GRAINED More than 50% GRAVEL SOILS Of Coarse Fraction WITH FINES Retained on No. 4 Sieve SAND CLEAN SAND More than 50% Retained on No. 200 Sieve More than 50% SAND Of Coarse Fraction WITH FINES Passes No. 4 Sieve SILT AND CLAY INORGANIC FINE GRAINED SOILS Liquid Limit ORGANIC Less than 50 SILT AND CLAY INORGANIC More than 50% Passes No. 200 Sieve Liquid Limit ORGANIC 50 or more HIGHLY ORGANIC SOILS N OTES: 1 . Field classification is based on visual examination of soil in general accordance with ASTM D2488-90. 2. Soil classification using laboratory tests is based on ASTM D2487-90. l3. Description of soil density or consistency are based on J interpretation of blow count data, visual appearance of soils, and or test data. i GROUP GROUPNAME SYMBOL GW WELL -GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY -GRADED GRAVEL GM SILTY GRAVEL GC I CLAYEY GRAVEL SW WELL -GRADED SAND, FINE TO COARSE SAND SP POORLY -GRADED SAND SM SILTY SAND Sc ML CLAYEY SAND SILT CL CLAY OL ORGANIC SILT, ORGANIC CLAY MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY OH ORGANIC CLAY, ORGANIC SILT PT PEAT SOIL MOISTURE MODIFIERS: Dry- Absence of moisture, dry to the touch Moist- Damp, but no visible water Wet- Visible free water or saturated, usually soil is obtained from below water table Unified Soil Classification System Proposed Commercial Development xxx South 320th Street GEORESOURCESFederal Way, Washington earth science & geotechnical engineering PN: 0921049-028, -139, -140, -160, -206, and -316 5007 Pacific Hwy E., Suite 16 1 Fife, WA 98424 1253.896.1011 1 www.georesources.rocks Doc ID: PapeKenworthNW.FederalWay.F March 2020 Figure A-1 Test Pit TP-1 Location: Northeast portion of site Approximate Elevation: 457' Depth (ft) Soil Type Soil Description 0 2 SM Tan silty SAND with some gravel and small roots (medium dense, moist) (weathered outwash) 2 101/2 GP Tan poorly -graded GRAVEL with sand, grades to very dense and lightly cemented below 9.5 feet (dense, moist) (advance outwash) CTerminated at 101/2 feet below ground surface. No mottling observed. j No caving observed. No groundwater seepage observed. Test Pit TP-2 Location: Northwest portion of site Approximate Elevation: 446' Depth (ft) Soil Type Soil Description 0 - 11/4 Topsoil/rootzone 11/4 - 4 SM Tan silty SAND with some gravel (medium dense, moist) (weathered outwash) 4 51/2 SM Gray silty SAND with gravel, moderately cemented (dense, moist) (glacial till) 51/2 - 91/2 GP Tan to brown poorly -graded GRAVEL with sand, trace silt (dense, moist) (advance outwash) Terminated at 91/2 feet below ground surface. No mottling observed. No caving observed. No groundwater seepage observed. Logged by NAF Excavated on: October 9, 2019 GEORESOURCES earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 1 Fife, WA 98424 1253 896.1011 1 www.georesources.rocks Test Pit Logs Proposed Commercial Development xxx South 320th Street Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 Doc ID: PapeKenworthNW.FecIeraIWay.F I February 2020 I Figure A-2 Test Pit TP-3 Location: Northwest of proposed shop Approximate Elevation: 440' Depth (ft) Soil Type Soil Description 0 - 21/2 SM Tan to dark brown silty SAND with some gravel (medium dense, moist) (weathered outwash) 21/2 - 61/2 GP -GM Dark brown poorly -graded GRAVEL with silt and sand (medium dense to dense, moist to wet) (advance outwash?) 61/2 - 91/2 GM Tan silty GRAVEL with sand (medium dense to dense, moist) (advance outwash?) Terminated at 91/2 feet below ground surface. No mottling observed. Moderate caving observed below 3 feet. Groundwater seepage observed from 31/2 to 5 feet bgs. Test Pit TP-4 Location: West of proposed shop Approximate Elevation: 470' Depth (ft) Soil Type Soil Description 0 - 2 SM Tan silty SAND with some gravel and small roots (medium dense, moist) (weathered outwash) 2 - 10 GP Brown poorly -graded GRAVEL with sand (dense, moist) (advance outwash) Terminated at 10 feet below ground surface. No mottling observed. No caving observed. No groundwater seepage observed. Logged by: NAF Excavated on: October 9, 2019 moo" GEORESOURCES earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 1 Fife, WA 98424 1253.896.1011 1 www.georesources.rocks Test Pit Logs Proposed Commercial Development xxx South 320th Street Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 Doc ID: PapeKenworthNW.FederaIWay.F I February 2020 I Figure A-3 Test Pit TP-5 Location: East of proposed shop Approximate Elevation: 476' Depth (ft) Soil Type Soil Description 0 'h - Topsoil/rootzone 1/23 SM Tan silty SAND with gravel, mottled at bottom contact (medium dense, moist) (weathered till) 3 71/2 SM Gray silty SAND with gravel, moderately cemented (dense to very dense, moist) (glacial till) Terminated at 7'/2 feet below ground surface. Mottling observed from 2%2 to 3 feet bgs. No caving observed. No groundwater seepage observed. Test Pit TP-6 Location: Southern portion of proposed shop Approximate Elevation: 481' Depth (ft) Soil Type Soil Description 0 '/2 Topsoil/rootzone 1/2 - 3 SM Tan to mottled gray silty SAND with gravel (medium dense, moist) (weathered till) 3 9 SM Gray silty SAND with gravel, moderately cemented (dense to very dense, moist) (glacial till) Terminated at 9'/2 feet below ground surface. Mottling observed from 2 to 3 feet bgs. No caving observed. No groundwater seepage observed. Logged by: NAF Excavated on: October 9, 2019 Test Pit Logs i Proposed Commercial Development xxx South 320th Street GE � R E S � U R� E � Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 1 Fife, WA 98424 1253.896.1011 1 www.8eoresources.rocks Doc ID: PapeKenworthNW.FecleralWay.F February 2020 I Figure A-4 Test Pit TP-7 Location: West of proposed showroom Approximate Elevation: 468' Depth (ft) Soil Type Soil Description 0 — 1/2 Topsoil/rootzone 1/2 - 2 SM Tan silty SAND with some gravel and small roots (medium dense, moist) (weathered outwash) 2 - 10 GP Brown poorly -graded GRAVEL with sand (dense, moist) (advance outwash) Terminated at 10 feet below ground surface. No mottling observed. No caving observed. No groundwater seepage observed. Test Pit TP-8 Location: Proposed showroom Approximate Elevation: 478' Depth (ft) Soil Type Soil Description 0 1/2 - Topsoil/rootzone 1/2 21/2 SM Tan silty SAND with gravel, mottled at bottom contact (medium dense, moist) (weathered till) 21/2 6 SM Gray silty SAND with gravel, moderately cemented (dense to very dense, moist) (glacial till) 6 - 9 GP -GM Brown poorly -graded GRAVEL with silt and sand (dense, moist) (advance outwash) Terminated at 9 feet below ground surface. Mottling observed from 2 to 21/2 feet bgs. No caving observed. No groundwater seepage observed. Logged by: NAF GEORESOURCES earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 1 Fife, WA 98424 1253.896.1011 1 www.georesources.rocks Excavated on: October 9, 2019 Test Pit Logs Proposed Commercial Development xxx South 320th Street Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 Doc ID: Pape KenworthNW. FederaWay. F I February 2020 I Figure A-5 Test Pit TP-9 Location: East of proposed showroom Approximate Elevation: 484' Depth (ft) Soil Type Soil Description 0 - 3/4 - Topsoil/rootzone 3/4 21/2 SM Tan to mottled gray silty SAND with gravel (medium dense, moist) (weathered till) 21/2 6'/2 SM Gray silty SAND with gravel, moderately cemented (very dense, moist) (glacial till) Terminated at 6'/2 feet below ground surface. Mottling observed from 1'/2 to 21/2 feet bgs. No caving observed. No groundwater seepage observed. Test Pit TP-10 Location: West portion of site, north of transmission lines Approximate Elevation: 476' Depth (ft) Soil Type Soil Description 0 - '/2 Topsoil/rootzone 1/2 3 SM Tan silty SAND with gravel and small roots (medium dense, moist) (weathered till) 3 8 SM Gray silty SAND with gravel and occasional cobbles, moderately cemented (dense to very dense, moist) (glacial till) 8 9 GP Brown poorly -graded GRAVEL with silt and sand (dense, moist) (advance outwash) Terminated at 9 feet below ground surface. No mottling observed. No caving observed. No groundwater seepage observed. Logged by: NAF GEORESOURCES 1 earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 1 Fife, WA 98424 1253.896.1011 1 www.georesources.rocks Excavated on: October 9, 2019 Test Pit Logs Proposed Commercial Development xxx South 320th Street Federal Way, Washington PIN: 0921049-028, -139, -140, -160, -206, and -316 Doc ID: PapeKenworthNW.FecIeralWay.F I February 2020 I Figure A-6 Test Pit TP-11 Location: Southwest portion of site Approximate Elevation: 480' Depth (ft) Soil Type Soil Description 0 1/2 Topsoil/rootzone 1/2 3 SM Tan silty SAND with gravel and roots, mottled at bottom contact (medium dense, moist) (weathered till) 3 81/2 SM Gray silty SAND with gravel, moderately cemented (dense to very dense, moist) (glacial till) Terminated at 81/4 feet below ground surface. Mottling observed from 2 to 3 feet bgs. No caving observed. No groundwater seepage observed. Test Pit TP-12 Location: Vicinity of proposed body shop Approximate Elevation: 486' Depth (ft) Soil Type Soil Description 0 - 11/4 - Topsoil/rootzone 11/4 — 31/2 SM Tan to mottled gray silty SAND with gravel (medium dense, moist) (weathered till) 31/2 — 81/2 SM Gray silty SAND with gravel, moderately cemented (dense to very dense, moist) (glacial till) Terminated at 81/2 feet below ground surface. Mottling observed from 21/2 to 31/2 feet bgs. No caving observed. No groundwater seepage observed. Test Pit TP-13 Location: Eastern portion of site + Approximate Elevation: 484' Depth (ft) Soil Type Soil Description 0 1 Topsoil/rootzone 1 31/2 SM Tan to mottled gray silty SAND with gravel (medium dense, moist) (weathered till) 31/2 9 SM Gray silty SAND with gravel and occasional cobbles, moderately cemented (dense to very dense, moist) (glacial till) Terminated at 9 feet below ground surface. Mottling observed from 2 to 31/2 feet bgs. No caving observed. No groundwater seepage observed. Logged by: NAF Excavated on: October 9, 2019 Test Pit Logs Proposed Commercial Development xxx South 320th Street GEORESOURCES Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 earth science & geotechnical engineering 5007 PacifiE Hwy E., Suite 16 1 Fife, WA 90424 1253.896.1011 1 www.georesources.rocks Doc ID: PapeKenworthNW.FecleralWay.F February 2020 Figure A-7 Test Pit TP-101 Location: Proposed detention pond Approximate Elevation: 471' Depth (ft) Soil Type Soil Description 0 - 1/2 Topsoil/rootzone 1/2 - 31/2 SM Tan to gray silty SAND with gravel (medium dense, moist) (weathered outwash) 31/2 12 GP -GM Grayish brown GRAVEL with silt and sand (dense, moist to wet) (advance outwash) Terminated at 12 feet below ground surface. No mottling observed. No caving observed. Groundwater seepage observed below 71/2 feet bgs. Test Pit TP-102 Location: Proposed detention pond l Approximate Elevation: 469' Depth (ft) Soil Type Soil Description 0 1/2 Topsoil/rootzone 1/2 3 SM Tan to gray silty SAND with gravel and scattered construction debris (medium dense, moist) (fill) 3 4 SM Gray silty SAND with gravel and occasional cobbles (dense, moist) (till fill) 4 9 GP -GM Grayish brown GRAVEL with silt and sand (dense, moist to wet) (advance outwash) Terminated at 81/2 feet below ground surface. No mottling observed. No caving observed. Minor groundwater seepage observed at 81/2 feet bgs. Logged by: NAF GEORESOURCES earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 1 Fife, WA 9B424 1253.896.1011 1 www.georesources.rocks Excavated on: January 24, 2020 Test Pit Logs Proposed Commercial Development xxx South 320th Street Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 Doc ID: PapeKenworthNW.FederalWay.F I February 2020 I Figure A-8 Depth (ft) Soil T p 1h 1/2 - 2 S M 2 5 SP 5 9 GP Test Pit TP-103 Location: NW portion of site Approximate Elevation: 446' Soil Description Topsoil/rootzone Tan to brown silty SAND with small roots (medium dense, moist) (weathered outwash) Brown SAND with trace gravel (medium dense, moist) (advance outwash) Gray GRAVEL with sand (dense, moist) (advance outwash) Terminated at 9 feet below ground surface. No mottling observed. f No caving observed. i Groundwater seepage observed below 8 feet bgs. Logged by: NAF GEORESOURCES earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 1 Fife, WA 98424 1253.896.1011 1 www.georesources.rocks Excavated on: January 24, 2020 Test Pit Logs Proposed Commercial Development xxx South 320th Street Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 Doc ID: PapeKenworthNW.FecleralWay.F I February 2020 l Figure A-9 Pilot Infiltration Test PIT-1 Location: Northwest portion of site Approximate Elevation: 460' Depth (ft) Soil Type Soil Description 0 1/2 Topsoil/rootzone 1/2 2 SM Tan silty SAND with some gravel and small roots (medium dense, moist) (weathered E outwash) 2 6 SP Brown poorly -graded SAND with gravel (dense, moist) (advance outwash) Terminated at 6 feet below ground surface. No mottling observed. No caving observed. _ No groundwater seepage observed. Pilot Infiltration Test PIT-2 Location: Northwest of proposed shop Approximate Elevation: 442' Depth (ft) Soil Type Soil Description 0 — 1/2 Topsoil 1/2 - 21/2 SM Tan to dark brown silty SAND with some gravel (medium dense, moist) (weathered outwash) 21/2 - 61/2 GM Dark brown silty GRAVEL (medium dense to dense, moist) (advance outwash) Terminated at 61/2 feet below ground surface. No mottling observed. No caving observed. No groundwater seepage observed. Logged by: NAF GEORESOURCES earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 1 Fife, WA 98424 1253.896.1011 1 www.georesources.rocks Excavated on: January 24, 2020 PIT Logs Proposed Commercial Development xxx South 3201h Street Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 Doc ID: Pape KenworthNW.FederaMay.F I February 2020 I Figure A-10 Pilot Infiltration Test PIT-3 Location: Northern portion of site Approximate Elevation: 452' Depth (ft) Soil Type Soil Description 0 - 1/2 Topsoil 1/2 21/2 SM Tan to gray silty SAND and relict topsoil (loose to medium dense, moist) (fill / reworked soil) 21/2 41/2 SM Tan silty SAND with gravel (medium dense, moist) (weathered till) 41/2 - 71h SM Gray silty SAND with gravel (dense, moist) (glacial till) 71/2 - 10 GM Tan silty GRAVEL with sand (dense, moist) (advance outwash) Terminated at 10 feet below ground surface. No mottling observed. No caving observed. No groundwater seepage observed. Logged by: NAF Excavated on: January 24, 2020 GEORESOURCES earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 1 Fife, WA 98424 1253.896.1011 1 www.georesources.rocks PIT Logs Proposed Commercial Development xxx South 3201h Street Federal Way, Washington PN: 0921049-028, -139, -140, -160, -206, and -316 Doc ID: PapeKenworthNW.FederalWay.F February2020 Figure A-11 TOTAL DEPTH: TOP ELEVATION: LATITUDE: LONGITUDE: 450 EXCAVATION METHOD: EXCAVATION COMPANY: EQUIPMENT: NOTES: Boretec TD-85 LOGGED BY: NAF HAMMER TYPE: Cat -head HAMMER WEIGHT: 140lb (new title) _ TEST RESULTS o Drilling a al Plastic Limit I Liquid Limit Blow c m SOIL DESCRIPTION Notes E E E % Water Content • Count 2 w 0 % Fines (<0.075mm) o Penetration - ♦ (blow per foot) 10 20 30 40 50 0 450 Brown to gray silty sand with trace gravel _ _ (loose, moist) (SM) (fill) 3 4 _ s Grayish brown GRAVEL with silt and sand '-' ; .- (medium dense to very dense, moist) (GP - - - - - - 440 GM) (advance outwash) GM) 2 7 !; 9 .0 :.. 9 ., a ... _ • 15 - 435 3 ' ti.r.: 16 .. ..... =r. _ 20 38 .L - 20 - 430 4 �.:' 7 27 . 45 25 -425 Bottom of Boring Completed 1 /7/20 30 -420 - ....... NOTES Proposed Commercial Development 1. Refer to log key for definition of symbols, abbreviations and codes 2. USCS designation is based on visual manual classification Federal Way, WA and selected lab testing 3. Groundwater level, if indicated, is for the date shown and may vary 4. N.E. = Not Encountered LOG OF BORING B-1 JOB: Pa eKenworthNW.320th sheet 1 or 1 GeoResources, LLC F FIG. TOTAL DEPTH: 20.5 EXCAVATION METHOD: LOGGED BY: NAF TOP ELEVATION: 452 EXCAVATION COMPANY: Boretec HAMMER TYPE: Cat -head TD-85 LATITUDE: EQUIPMENT: HAMMER WEIGHT: 140lb LONGITUDE: NOTES: (new title) TEST RESULTS Test Results L C °— w SOIL DESCRIPTION Drilling Notes N cEm u) 47 Plastic Limit —: Liquid Limit Blow a �' ,E %Water Content ■ Count % Fines (<0.075mm) o Penetration - ♦ (blow per foot) 10 20 40 50 0 Brown to gray silty SAND with gravel (medium dense, moist) (SM) (weathered - 450 advance) " ... Grayish brown silty GRAVEL with sand -- (dense, moist) (GM) (advance outwash) 15 23 . ..- 25 445 - Grayish brown well -graded GRAVEL with silt _::* ......... .. and sand (dense to very dense, moist) (GW- - 10 GM) (advance outwash) 2 .' _' 25 23 _- 20 44p • 15 3 - 5oi3 20 — — - — 4 ::..: _.. 15 27 44 Bottom of Boring ' 25 Completed 1 /7/20 - 425 30 Proposed Commercial Development NOTES 1. Refer 2. USCS to designation log key for definition of symbols, abbreviations and codes is based on visual manual classification Federal Way, WA and selected lab testing 3. Groundwater 4. N.E. = Not level, if indicated, is for the date shown and may vary Encountered LOG OF BORING B-2 B: Pa eKenworthNW.320th Sheef 1 of i rGeoResvurces LLC IF��. —, TOTAL DEPTH: 21.5 EXCAVATION METHOD: LOGGED BY: NAF TOP ELEVATION: 451 EXCAVATION COMPANY: Boretec HAMMER TYPE: Cat -head LATITUDE: EQUIPMENT: TD-85 HAMMER WEIGHT: 140lb LONGITUDE: NOTES: (new title) TEST RESULTS Test Results w c o w SOIL DESCRIPTION Drilling Notes n E a E cn E u) Plastic Limit ♦� Liquid Limit % Water Content • % Fines (<0.075mm) o Blow Count a �' 2 � Penetration - ♦ (blow per foot) 10 0 30 40 50 0 Brown to gray silty sand with trace gravel -450 (loose, moist) (SM) (fill) - . . .. 5 1 2 ... - 445 :. 1 Brown to gray silty SAND with gravel (medium dense, moist) (SM) (weathered - - advance) . .........= = 2 10 J -440 Grayish brown GRAVEL with silt and sand (dense to very dense, moist to wet) (GP- GM) (advance outwash) "' . 14 20 1s --- - - 15 3 22 5016" - 435 - -... I 20 4 =— :1:0Q 1e 50/4" ••••• - 430 _ .: 25 Bottom of Boring - 425 Completed 1 /7/20 30 ........ -420 . _- NOTES Proposed Commercial Development 1. Refer to log key for definition of symbols, abbreviations and codes 2. USCS designation is based on visual manual classification Federal Way, WA and selected lab testing 3. Groundwater level, if indicated, is for the date shown and may vary 4. N.E. = Not Encountered LOG OF BORING B-3 JOB: Pa eKenworthNW.320th sheel 1 or 1 5eoftsources, LLC FIG. TOTAL DEPTH: 15.5 EXCAVATION METHOD: LOGGED BY: NAF TOP ELEVATION: 484 EXCAVATION COMPANY: Boretec HAMMER TYPE: Cat -head _ LATITUDE: EQUIPMENT: TD-85 HAMMER WEIGHT: 140lb~ LONGITUDE: NOTES: (new title) TEST RESULTS Test Results w o w SOIL DESCRIPTION Drilling Notes 2 E u) a E to E to Plastic Limit I � Liquid Limit % Water Content • % Fines (<0.075mm) o glow Count a pi 03 Penetration - ♦ (blow per foot) 10 20 30 40 50 0 Tan silty SAND with gravel (medium dense, moist) (SM) (weathered till) - - - . _ Gray silty SAND with gravel (very dense, - -480 moist) (SM) (glacial till) L.. :+ 5 1 I 10 32 . .... _ ' --. 50l5" - 475 .. ... :1:t1oQ 10 2 5014" - 470 15 3 50/5" -465 Bottom of Boring 20 Completed 1 /7/20 - 460 25 - 455 30 NOTES Proposed Commercial Development 1. Refer to log key for definition of symbols, abbreviations and codes 2. USCS designation is based on visual manual classification Federal Way, WA and selected lab testing 3. Groundwater level, if indicated, is for the date shown and may vary 4. N.E. = Not Encountered LOG OF BORING B-4 B: Pa eKenworthNW.320th Sheet , of 1 JOB: LLC FIG. TOTAL DEPTH: 15.5 _ EXCAVATION METHOD: LOGGED BY: _ NAF TOP ELEVATION: 474 EXCAVATION COMPANY: Boretec HAMMER TYPE: Cat -head LATITUDE: EQUIPMENT: TD-85 HAMMER WEIGHT: 140lb LONGITUDE: NOTES: C w O rj SOIL DESCRIPTION iu 0 5 10 15 20 25 30 Well -graded GRAVEL (dense, moist) (GW) (surficial crushed rock) Gray silty SAND with gravel (very dense, moist) (SM) (glacial till) 470 460 455 Bottom of Boring Completed 1 /7/20 Drilling Notes NOTES 1. Refer to log key for definition of symbols, abbreviations and codes 2. USCS designation is based on visual manual classification and selected lab testing 3. Groundwater level, if indicated, is for the date shown and may vary 4. N.E. = Not Encountered (new title) TEST RESULTS Test Results a (D Plastic Limit Liquid Limit Blow E E E % Water Content • Count 2 cc U) m rn a rn % Fines (<0.075mm) o Penetration - • (blow per foot) 10 20 30 40 50 ., 1 40 . 50/4" ---• .. .. ..._ .... ::Ott 2 --- -- 50/2" I " ............ - 50/2" Proposed Commercial Development Federal Way, WA LOG OF BORING B-5 JOB: PapeKenworthNW.320th Sheet 1 or 1 GeoResources LLC I FIG. Appendix B Laboratory Test Results I I I I I j 100 90 80 7C Of Z 60 Z 5C w Of 4C w CL 3C 2C 1C C Particle Size Distribution Report - u t Mi-iii-lillmillillim HIIIIIIIIIIIIIIIIIII i m i 11110IIIIIIIIIIIIIIIIIIIIIIII ION 11 liiimiiiillmlm MEN % +3" 0.0 GRAIN S! - mrn. % Gravel % Sand Coarse Fine Coarse Medium Fine 34.7 ! 14.1 2.4 26.9 18.6 Test Results (ASTM D 422 & ASTM D 1140) Opening Percent Spec.' Pass? Size Finer (Percent) (X=Fail) 3.0 100.0 2.5 100.0 2.0 100.0 1.5 88.4 1.25 88.4 1 75.4 .75 65.3 .5 58.2 .3125 55.3 #4 51.2 #10 48.8 #20 43.0 #40 21.9 #60 7.1 #100 4.3 I I #200 3.3 (no specnttcanon provtaea) ion: TP-2, S-1, D:6-8' le Number: 098502 GeoResources, LLC Fife, WA Tested By: % Fines Silt 3.3 Material Description poorly graded gravel with sand Att rbersll Limits_.{ASTM E] 4318) PL= NP LL= NV Pl= NP ClassLificatign USCS (D 2487)= GP AASHTO (M 145)= A-1-a Coefficients D90= 39.6492 D86= 29.95% D60= k4.0964 D50= 3.0690 D36= 0.5544 D15= 0 3315 D90= 0.2772 Cu= 50.96 Cc= 0.09 Remarks Moisture: 4.7-percent Date Received: 10/9/19 Date Tested: 10/15/19 Tested By: NF Checked By: KSS Title: PM Date Sampled: 10/9/19 Client: Pape Group Project: Proposed Commercial Development I Checked By: Particle Size Distribution Report C ,p ~ 100 I I I [ 1 , I 1 90 I 1 I Ir i i [ 1 i I I 1 I I 1 I I I I I 80 1 I I I 1 I 1 r r 1 l I 70 1 ! 1 I 1 1 N LL 4 [ I I I 1 I I I I 1 I 1 1 I I l r 1 ! 1 ! 1 tt,l I 1 1 I 1 I [ 1 [ I Z 60 1 I I 1 1 I I 1 1 1 I I 1 1 I 1 1 1 1 I 1 1 1 1 I 1 I 1 I 50 I 1 i 1 r I 1 1 1 V I I IZI.I I 1 1 1 I I I I 1 I I 1 1 [ I 1 I NU W 40 IlJ a I [ f I I I I [ I 30 20 1 I I I I 1 1 I 1 I r 1 I I II 1 I I 1 I I 1 i I I f I 10 i I I 1 1 1 I 1 ! I 1 1 I 1 I 0 I I I [ 1 1 1 i 1 I [ 1 I I ! I 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm % Gravel % Sand % Fines +3" Coarse Fine Coarse MediummFine Silt Clay 4.5 13.4 I 24.9 32.6 0.0 13.5 11.1 Test Results (ASTM D 422 & ASTM D 1140) Material Description Opening Percent Spec Pass? silty sand with gravel Size Finer (Percent) (X=Fail) 3.0 100.0 2.5 100.0 Atterberg Limits (ASTM D 431 S) 2.0 100.0 PL= NP LL= fits P1= NP 1.5 100.0 C1 sib$ ticat�on 1.25 00.0 00.4 100.097.4 USCS (D 2487)= SM AASHTO (M 145)= A-2-4(0) 1 .75 86.5 Coefficients .5 84.3 Dgo= 20.8988 D85= 14.4894 D60= 0.5219 .3125 81.3 D50= 0.2683 D30= D15= #4 75.4 D10= Cu= Cc= #10 70.9 Remarks #20 #0 65.9 . Moisture:8.7-percent #60 48.8 #100 40.5 _ #200 32.6 Date Received: 10/9/19 Date Tested: 10/15/19 Tested By: NF Checked By: KSS Title: PM (no specification provided) Location: TP-5, S-1, D: 5-7' Date Sampled: 10/9/19 Sam , le_Nurnbe� 098506 [F GeoResources, LLC Client: Pape Group Project: Proposed Commercial Development Fife, WA -Project No: Pa e.S32Qth Figure -2 Tested By: Checked By: 10C 9C 8C 7C IY Z 6C Z 5C W of 4C W D_ 3C 2C 1C C Particle Size Distribution Report i i ine i iIsI Iwplimmip.11111M I Emil Nlilmii�ililimillillimm, ■ 9 [EmilI N 9■ N GRAIN SIZE - mm. %Gravel %Sand %Fines E % +3" Coarse Fine Coarse Medium Fine Silt Clay �+ 0.0 22.7 27.0 9.1 18.4 12.3 10.5 M Test Results (ASTM D 422 & ASTM D 1140) Opening Percent Spec.* Pass? Size Finer (Percent) (X=Fail) 3.0 100.0 2.5 100.0 2.0 100.0 1.5 100.0 1.25 100.0 1 91.1 .75 77.3 .5 67.8 .3125 62.4 #4 50.3 #10 41.2 #20 32.8 #40 22.8 #60 15.6 #100 12.3 #200 10.5 (no specification provided) Location: TP-8, S-2, D: 7-9' Samig Number,, 098509 GeoResources, LLC Fife, WA Material Descri poorly graded gravel with silt and sand Atterber LEI ts_(ASTM D 4318j PL= NP w L4.= NV P1= NP Classification USCS (D 2487)= GP -GM AASHTO (M 145)= A-1-a Coefficient 1390= 24.8048 D85= 22.3624 D60= 7.1814 D5()= 4.6305 D30= 0.6982 D15= 0.2285 D10= Cu= Cc= Remarks Moisture: 4.6-percent Date Received: 10/9/19 Date Tested: 10/15/19 Tested By: NF Checked By: KSS Title: PM Date Sampled: 10/9/19 Client: Pape Group Project: Proposed Commercial Development Tested By: Checked By: 100 90 80 70 W Z 6C IZ Z 5C w of 4C w a 3C 2C 1C C Particle Size Distribution Report NEI M ■ �11111111 � iiu ■, u GRAIN SLZE - mm. +3" % Gravel % Sand Coarse Fine Coarse Medium Fine 0.0 7.1 f 9.6 3.9 10.2 21.5 Test Results (ASTM D 422 & ASTM D 1140) Opening Percent Spec.` Pass? Size Finer (Percent) (X=Fail) 3.0 100.0 2.5 100.0 2.0 100.0 1.5 100.0 1.25 100.0 1 96.4 .75 92.9 .5 88.3 .3125 86.8 #4 83.3 #10 79.4 #20 75.5 #40 69.2 #60 61.0 #100 53.7 #200 47.7 (no specification provided) Location: TP-13, S-3, D: 2-3.5 Sample Number: 098514 GeoResources, LLC Fifes % Fines Silt Clay 47.7 Material Description silty sand with gravel A rbe Limits (ASTM D 4318) PL= NP LL- 0 Pl= NP Classification USCS (D 2487)= SM AASHTO (M 145)= A-4(0) Coefficients D90= 14.7889 D85= 6.1111 DB0= 0.2327 D50= 0.0980 D30= D15= D70= Cu= Cc= Remarks Moisture: 9.7-percent Date Received: 10/9/19 Date Tested: 10/15/19 Tested By: NF Checked By: KSS Title: PM Date Sampled: 10/9/19 Client: Pape Group Project: Proposed Commercial Development Tested By: - Checked By: N t H 100 9C BC 7C of z 6C E Z 5C W IY 4C W a 3C 2C is Particle Size Distribution Report UNION ql i 11 ONE liiiiiinmiiuiiilmii�illim 11111111111111111111111NE1111111 iiiiiiinmiiiiiummiii-iiii-im 11111111111EUlIN lim RINI MINE lsmillillimmillillimmiilil il % Gravel +S" Coarse Fine 0.0 1 27.4 16.4 GRAIN SJZE - % Sand Coarse Medium 6.8 16.9 Test Results (ASTM D 422 & ASTM D 1140) Opening Percent Spec.' Pass? Size Finer (Percent) (X=Fail) 3.0 100.0 2.5 100.0 2.0 100.0 1.5 100.0 1.25 100.0 1 85.4 .75 72.6 .5 70.0 .3125 66.0 #4 56.2 #10 49.4 #20 42.1 #40 32.5 #60 25.3 #100 20.0 #200 15.0 (no specification provided) Source of Sample: B-2 Depth: 5 5amQe Numer_1 GeoResources, LLC Tested By: Fife, WA _ % Fines Fine _ Silt 17.5 15.0 Material Description silty gravel with sand Atterberg Limits (ASTM D 4318) PL= NP LL-- NV PI= NP Classification USCS (D 2487)= GM AASHTO (M 145)= A-1-b Coefficients D90= 27.2488 D85= 25.1699 D60= 5.7966 D50= 2.1668 Dar 0.3527 D15= 1310= Cu= Cc= Remarks Moisture: 8.5 % Date Received: 1/7/20 Date Tested: 1/9/20 Tested By: NAF Checked By: KSS Title: PM Date Sampled: 1/7/20 Client: Pape Kenworth NW Project: Proposed Commercial Development Checked By: of w Z I- Z W Of W a 100 9C 8C 7C 6C 5C 4C 3C 2C 1C C Particle Size Distribution Report - 9-IT, � e lid % Gravel % +3" Coarse Fine 0.0 12.8 ! 36.7 GRAIN SIZE - mm. % Sand % Fines Coarse I Medium Fine Silt 12.2 19.7 9.9 8.7 Test Results (ASTM D 422 & ASTM D 1140) Opening Percent Spec* Pass? Size Finer (Percent) (X=Fail) 3.0 100.0 2.5 100.0 2.0 100.0 1.5 100.0 1.25 100.0 1 100.0 .75 87.2 .5 73.2 .3125 65.0 #4 50.5 #10 38.3 #20 27.2 #40 18.6 #60 14.1 #100 11.4 #200 8.7 (no specification provided) Source of Sample: B-2 Depth: 20 Sama€eNumber: 4 GeoResources, LLC Fife. WA Material Description well -graded gravel with silt and sand Atterber9_Limits (ASTM D 4318) PL= NP LL= NV Pl= NP Classification USCS (D 2487)= GW-GM AASHTO (M 145)= A-1-a Coefficients 1390= 20.2726 D85: 17.)3174 D60= 6.6410 D50= 4.5801 D801.0545 D15= 0.2784 D10= 0.1047 Cu= 63.44 Cc= 1.60 Remarks Moisture: 7.0% Date Received: 1/7/20 Date Tested: 1/9/20 Tested By: NAF Checked By: KSS Title: PM Date Sampled: 1/7/20 Client: Pape Kenworth NW Project: Proposed Commercial Development Tested By: - Checked By:_ 10( 9C 8C A Z 6( Z 5( W W 4( W a 3( z( 1( Particle Size Distribution Report 1101 n 11MIN H INIIi 101111 1 INS ■HIM=mu 0 =I so ININEIIIIIIIIN IN NEIII III ININE vil GRAIN SIZE - mm. % Gravel % Sand % Fines E %+3" Coarse Fine Coarse Medium Fine Silt Cta ! 0.0 19.3 26.9 1 12.1 23.5 16.4 1.8 Test Results (ASTM D 6913 & ASTM D 1140) Opening Percent Spec." Pass? Size Finer (Percent) (X=Fail) 3.0 100.0 2.5 100.0 2.0 100.0 1.5 89.6 1.25 89.6 1.0 89.6 .75 80.7 .5 74.9 0.375 68.3 #4 53.8 #10 41.7 #20 31.6 #40 18.2 #60 6.6 #100 2.8 #200 1.8 (no specification provided) Location: PITA, S-I Sa mber. PITI SI GeoResources, LLC Fife, WA Tested By: Material Description poorly graded SAND with gravel Atterberg Limits (ASTM D 4318) PL= NP LL= -NIV PI= NP Classification USCS (D 2487)= SP AASHTO (M 145)= A-1-a Coefficients D90= 38.5116 D85= 21.8721 D60= 6.3959 D50= 3.6190 D30= 0.7839 D15= 0.3667 D90= 0.2920 Cu= 21.90 Cc= 0.33 Remarks Moisture: 5.1 % Date Received: Tested By: MM Checked By: KSS Title: PM Date Tested: 1/29/2020 Date Sampled: 1/24/2020 Client: Pape Kenworth NW Project: Proposed Commercial Development Project No: P4PcKcnworthNW,320th Checked By: N t H x W z LL Z W W 0- 10( 9( 8( A 6( 5( 4( 3( z( 1( Particle Size Distribution Report I SUM NEIIII loillimmill 0 IN III INNIIIIIII il illoollilill NEIIII al lmmimililmiiiii imillill � a iii liilm. sollill looluilligo lmmiiiiiiilmiiiiiiilmillill % Gravel %+3" Coarse Fine 0.0 1 21.6 28.0 GRAIN SIZE - mm. % Sand Coarse Medium Fine 9.1 11.8 1 9.6 Test Results (ASTM D 6913 & ASTM D 1140) Opening Percent Spec.` Pass? Size Finer (Percent) (X=Fail) 3.0 100.0 2.5 100.0 2.0 100.0 1.5 91.7 1.25 91.7 1 85.3 .75 78.4 .5 70.3 0.375 62.2 #4 50.4 #10 41.3 #20 35.4 #40 29.5 #60 24.8 #100 22.0 #200 19.9 % Fines Silt 19.9 Mated I Descriptio silty GRAVEL with sand Atterberg Limits STM D 4318) PL= NP LL NV PI= NP Classification USCS (D 2487)= GM AASHTO (M 145)= A-1-b Coefficients 1390= 29.9367 D85= 25.0571 D60= 8.3680 D50= 4.5826 D30= 0.4523 D15= D10= Cu= Cc= Remarks Moistue: 7.5% Date Received: 1/24/2020 Date Tested: 1/29/2020 Tested By: MM Checked By: KSS Title: PM (no specification provided) ion: PIT-2, S-1 Date Sampled: 1/24/2020 le Number: PIT2 S1 - GeoResourees, LLC Client: Pape Kenworth NW Project: Proposed Commercial Development We. WA Proiect No: Pane KenwanhNW.320ih. Figure -8 Tested By: Checked By: COMPACTION TEST REPORT 13E 132.5 .� 130 U a a Z' 127.5 125 122.5 I mor. EEE ONE ILI Water content, % -� - Rock Corrected —a— - Uncorrected Test specification: ASTM D 1557 Method C Modified ASTM D4718-15 Oversize Corr_ Anniied to Each Test Point ZAV for Sp.G. _ 2.70 Elev/ Depth Classification Nat. Moist. Sp.G. LL PI % > 3/4 in. % < No.200 USCS AASHTO - - 2.70 - 6 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION JMaximum dry density = 131.0 pcf 129.2 pcf Brown silty sand with gravel. Optimum moisture = 9.1 % 9.7 % Project No. 066-19359 Client: Geo Resources, LLC. Remarks: Project: Pape - S. 320th #098514 Sample ID:19L556 Sample Date:10-9-19 Jo Source of Sample: Client Supplied Sample Sample Number: 19L556 0-A' K m z m Figure Tested By: M.Thomas Checked By: M.Thomas 50( 40C O. 300 c 1p r.. N .y d c 0 r 200 d c d IL 100 0 BEARING RATIO TEST REPORT ASTM D1883-16 11 9 0 7 m u 5 2 1.6 0.4 CBR at 95% Max. Density = 5.0% for 0.10 in. Penetration -• 5$ blpws' I 26 blows f � i ows 112 116 120 124 128 132. Molded Density (pcf) I I I I 72 96 Penetration Depth (in.) Elapsed Time (hrs) CBR {°i j Linearity Max. Soaked Molded Density Percent of Moisture Density I Percent of Moisture 0.10 in. 0.20 in. Correction Surcharge () lbs. Swell (pcf) Max. Dens. (%) (pcf) _ Max. Dens. (%) (in.) (%) 1 * 117.4 90.9 9.6 116.4 90.1 15.5 3.7 1 4.8 -0.054 10 0.9 2 ♦ 124.3 96.2 9.7 123.0 95.2 12.8 5.6 7.4 -0.048 10 1 3 0 129.1 99.9 9.8 127.1 98.4 11.4 8.4 1 11.2 -0.036 10 1.5 Material Description USCS Max. Dens. Optimum Moisture LL PI Brown silty sand with gravel. - 129.2 9.7 Test Description/Remarks: Project No: 066-19359 Project: Pape - S. 320th #098514 ASTM D1557 Source of Sample: Client Supplied Sample Sample ID:19L556 Sample Number: 19L556 Sample Date:10-9-19 Date: 10-9-19 a z w - i r+-. Finro JLSPECTRA Laboratories Where exp(rielwe matters 2221 Ross Way • Tacoma, WA 98421 ■ (253) 272-4850 • Fax (253) 572-9838 • www.spectra-lab.com 10/28/2019 Geo Resources, LLC Project: Pape.5324th 5007 Pacific Hwy. E Sample Matrix: Soil Suite 16 Date Sampled: 10/09/2019 Fife, WA 98424 Date Received: 10/15/2019 Spectra Project: 2019100470 Client ID # Anahle Result Units Method 098505 _Spectra 1 Organic Matter 3.5 wt. % Dry ASTM D-2974-13 098505 1 Cation Exchange Capacity 8.02 Na, n-Eq/ 100g SW846 9081 098511 2 Organic Matter 3.2 wt. % Dry ASTM D-2974-13 098511 2 Cation Exchange Capacity 8.53 Na, mEq/ 100g SW846 9081 SPECTRA LAEDR ooper, Laboratory Manager 4a7/scj Page 9 of 1 Appendix C Global Stability Analyses It v 4 3 O U1 G1 7 u 7 u CL N u u ? ? 3 u u E E O O Y Y 7 7 Q Q Y U U 7 7 n N O Y Z Y M 3 � ra a d m m v c 0 In O O O s a " O O O o u 0 H 0 0 s 7 7 7 u u u C y L L L 2 2 2 L 00 � N m m 3 .0 V ❑■■ U w — L m C G V) _ —_ N 3 Z-o F- :3 a f0 O To v L u f0 u d Y l7 ro C C >> 7 > Q V) rn mr-Im1 � � O of I Z N O 0 I 6 4-3 + u O M Ln m O M Ln W O M Ln W O M Ln m O M Ln N O M Ln M O rd O O O O N N N N M Ln Ln Ln, Ln LO r � O �(11 N � ryo 7 U V 4) V U H T T u u 2 E E O O i+ V a a u u u Ir 'n Ln O Ln L M Z cu 3 iL�•� � � m a V m m v c 0 y O O O V O v o F 0 0 t 0 > u u u c w L r L H OG fM1 m m 3 � N a+ J2 u° L C G Ln — — f0 3 Z0 v fO m •` v L 'u a1 V W V 1p m m L ai � > a J J UI u 7 O N w O r� V LL a Z u Q) U U a L— U E rl U C O a Q N M N d a C) 0 rn —4 0 N o Lo v a� O J IT V1 U O 0 00 M O a� C7 s 0 M N d aLn _T a� O c m F Q Z O m M Q �■ a fO 0 0 5 0 o 0 rvCL i1 O 01 rl CD N LL Q z 0 0 N c c m 3 ZJ Q O y O U � W U U 0 �d a 0 09 05 05 Op Ob £ QE o 0 0 2 `~ s T v u u T a u u T E y 3 � E E a V � C O O O y v Z `w y Z Z 3 3 3 3 m c O a L o � o 0 0 E 0 3 E 0 7 E 0 O E 0 7 E� 0 7 C L b'p U U V U V � C � O O O O O Z L l!1 00 ll1 Vl ll1 ? 3 N M cm -I 'm-I f V « a 'e - eN-1 'M-I iO �V L L ? w 10 � — 3 `m � O u '° Y d x CL v u V v u u F S UM u E E ¢' < m u �^ o 0 0 _^ y Y Z Z Z i 3 3 3 m a o m ron v ran v o L a o o 0 0 u a E E E E E o 0 0 0 0 s c > 0 u > 0 u > 0 u > 0 u 0 u H L L L L 0 t mm 3 a mO�O ti � c= 0 8 ■ ■ u L L m j E m .i_0 — 3 a`i O Z v S u a y m O > m v _ = a 3 v a i -P + 0 O (n Ln co O M Ln O CD u7 O O M Ln O co M Ln O CDM Ln co CD W 0 0 0 0 AL LL Q Z A § \ Li / k 0 0 \ m « $ � 8 n V) k ( k -R @ 2 § d § ' 8 C a ! 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A u ! o Q) ,u V) o e u 0 � § � § 2 E § oB 09 0■ G¥ of 2 0 o c � z = 2 $ ] f f J J ) ) � e e - { ) k) { � ) k Z � # m g q � ) � 8 § \ \ \ \ � \ � ( / ) ) ) � ) ) I I ] is d § ) ] ] ] � §- / ■ ■ ■ ■ ■ = k ■ \ 2 \ { � 2 2 � � k ) £ / § w N O O O LO N O LO J V J 3F�[ u fu O N Ln ro o Q v (D O N M a fu a tko v o s) M N a � v e Q x CD v O rl N Q V) f6 a f0 O 00 C7 N C] o 0 C) 0 ,i rn T4 0 a Nai LL �ii Z O �C O 3 m Lq O .O �Q W� u sn u O (u `J L w a/ as as a 3 � f6 fD f6 f6 U U U U O a U U U U � fG f9 f0 f6 O O O O Q Q Q Q u u u c�.� u d v z v v v _ � m m � N om a � C O r a o 0 0 0 0 L L L L L O O O O O t O O O O O U U U U U L L i L L L L L L L L N L 00 m 0 U L — C� — Lon to LL � � � Q 41 •� L N U cc7 G 7 d Y f0 l7 ro O Cam' a P LO d jA 7 J d • I� J N � L I, O U) fu S rN V +� O N M N d a L' M N a � —? fu C a c F x a Z7 ti M 1 N Q +A+ r a 0 0 o c7 O LO —q N I Ln 0 0 N O I M ,y O) M O N i o LO LL Q Z 6 O d A V d 0 u V / U O �- ■ � m LL 106 05 0 Ob n£ 0£ OZ R � O O N � Y U U U � Q U U U u u u = ro co to O O O 7 7 7 Q Q Q d v v v v u u u v v v3f v�i o �n v�i o r no m m � oM a .a n�i C O t o o 0 0 0 0 " o U G. 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V U U U U U f0 w f6 w !O f6 fQ {A N � N N � O VI t/'1 O Z � � Z o � v L � m m � m � a v n�i c 0 O L a ` O O O O O O u O T ~ O O O O � O O t 7 O 7 O 7 O 7 O � 3 O 7 O U U U U U U o 0 0 0 o 0 ,, r 00 M 3 M M M O � � � � � v s V1 10 y � � i •� +L+ � U U N � cc L A v � C � � N cc G Q J N O FLo N O J '> J 7 �l� V 10 'o N o fu 0 V +� ,N^ V O N M N O f0 a C$ co AQ fo C e F a z N _v I— m a ro a O 00 _� rl O Ln N O N O I . r-i rn 0 N ai a Z O C b gNu V m 3 O y O rl O u3 U o U) V O L 0 9 Q S 04 S � C O O N W v d N f0 7 U f0 7 U f6 3 U f6 � U f0 7 U N V U V V U F T T T T T � f0 f6 (O f0 f0 O O O O Y a' a' a' a' a' u u U U u � v�i in = 0 �n ✓�i 0 M Y Z Y � Z N Y C O — v v r Q t °° a d m m v m v N c 0 t o o 0 0 0 0 0 a E E E E �n E E F o 0 0 o m o 0 L 7 7 7 7 7 3 � u � u � Y v u M 00 M m m 3 N N m t» m � u L £ f0 m Z m � U U N C CN C C10 Ul i ALTA COMMITMENT FOR TITLE INSURANCE Issued By agent: CHICAGO TITLE COMPANY OF WASHINGTON NOTICE Commitment Number: 0140447-06 IMPORTANT - READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and the Commitment Conditions, Chicago Title Insurance Company, a Florida corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I -Requirements have not been met within one hundred eighty (180) days after the Commitment Date, this Commitment terminates and the Company's liability and obligation end. Countersigned By: Authorized Officer or Agent Chicago Title Insurance Company By: Attest: President Secretary RECEIVED MAR 0 6 2020 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT This page is only a part of a 2016 ALTA& Commitment for Title insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule 6, Pm II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. MIIIIIIIIIIIIIII AM ERICAN Copyright American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as ^^ of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (0810112016) Printed: 12.13.18 @ 06:22 PM Page 1 WA-CT-FNSE-02150.622476-SPS-1-18.0140447-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140447-06 ISSUING OFFICE: Title Officer: Commercial Unit Chicago Title Company of Washington 701 5th Avenue, Suite 2700 Seattle, WA 98104 Main Phone: (206)628-5610 Email: WA-Commercial@ctt.com FOR SETTLEMENT INQUIRIES, CONTACT: Escrow Officer: Lorrie Thompson Chicago Title 3002 Colby Avenue, Suite 200 Everett, WA 98201 Phone: (425)745-2206 Main Phone: (425)258-3683 Email: lorrie.thompson0i)ctt, com SCHEDULE A 1. Commitment Date: December 7, 2018 at 08:00 AM 2. Policy to be issued: (a) ALTA Homeowner's Policy of Title Insurance 2013 Proposed Insured: Purchaser with contractual rights under a purchase agreement with the vested owner identified at Item 4 below Proposed Policy Amount: $1,000,000.00 Premium: $ 2,310.00 Tax: $ 233.31 Rate: Homeowners Discount(s): Residential Total: $ 2,543.31 3. The estate or interest in the Land described or referred to in this Commitment is: FEE SIMPLE 4. The Title is, at the Commitment Date, vested in: William V. Pruett, Jr. and Patti A. Pruett, Trustees of the William V. Jr and Patti A. Pruett Trust, and successors 5. The Land is described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF END OF SCHEDULE A This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions, Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AM ERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Tille Insurance w-WA Mod (08/01/2016) Printed: 12.13.18 @ 06:22 PM Page 2 WA-CT-FNSE-02150.622476-SPS-1-18-0140447-06 EXHIBIT W' Legal Description For APN/Parcel ID s : 092104-9028-01 THAT PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE EASTERLY MARGIN OF THAT TRACT OF LAND CONVEYED TO THE STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO. 1 BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 4980055; EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR STREET BY DEEDS RECORDED UNDER KING COUNTY RECORDING NO. 4998484 AND RECORDING NO. 5059062; AND EXCEPT ALL COAL AND MINERALS AND THE RIGHT TO EXPLORE FOR AND MINE THE SAME AS RESERVED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 1599786; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company, This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule 8, Part II -Exceptions; a counter -signature by the Company or its issuing agent that may be in electronic form. r� AMERICAN Copyright American Land Title Association. All rights reserved. LAN[ TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (0810112016) Printed: 12.13.18 @ 06:22 PM Page 3 WA-CT-FNSE-02150.622476-SPS-1-18-0140447-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140447-06 SCHEDULE B, PART I REQUIREMENTS All of the following Requirements must be met: 1. The Proposed Insured must notify the Company in writing of the narne of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 5. Additional requirements and/or exceptions may be added as details of the transaction are disclosed to, or become known by the Company. 6. The Proposed Policy Amount(s) must be increased to the full value of the estate or interest being insured, and any additional premium must be paid at that time. An Owner's policy should reflect the purchase price or full value of the Land. A Loan Policy should reflect the loan amount or value of the property as collateral. Proposed Policy Amount(s) will be revised and premiums charged consistent therewith when the final amounts are approved. 7. For each policy to be issued as identified in Schedule A, Item 2; the Company shall not be liable under this commitment until it receives a designation for a Proposed Insured, acceptable to the Company. As provided in Commitment Condition 4, the Company may amend this commitment to add, among other things, additional exceptions or requirements after the designation of the Proposed Insured. 8. Payment of the real estate excise tax, if required. The Land is situated within the boundaries of local taxing authority of Unincorporated King County. Present rate of real estate excise tax as of the date herein is 1.78 percent. Any conveyance document must be accompanied by the official Washington State Excise Tax Affidavit. The applicable excise tax must be paid and the affidavit approved at the time of the recording of the conveyance documents. (NOTE: Real Estate Excise Tax Affidavits must be printed as legal size forms). An additional $5.00 Electronic Technology Fee must be included in all excise tax payments. If the transaction is exempt, an additional $5.00 Affidavit Processing Fee is required. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMER1CAx Copyright American Land Title Association. All rights reserved. uNn rinx nsHxie*nuc The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w•WA Mod (08/0112016) Printed: 12.13 18 @ 06:22 PM Page 4 WA-CT-FNSE-02150.622476-SPS-1-16-0140447-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140447-06 SCHEDULE B, PART I REQUIREMENTS (continued) 9. Terms, powers, conditions, and limitations of the trust under which title is held. The Company will require a copy of the trust agreement and any amendments thereto for review. If the property which is the subject of this transaction constitutes more than 25 percent of the net fair market value of the trust principal, proof must be furnished to the Company that the trustee has complied with the 20 day notice to the beneficiaries of the nature and terms of the intended transaction as provided in RCW 11.100.140. The Company reserves the right to add additional items/exceptions or make further requirements after review of the requested documentation. 10. The Company and its policy issuing agents are required by Federal law to collect additional information about certain transactions in specified geographic areas in accordance with the Bank Secrecy Act. If this transaction is required to be reported under a Geographic Targeting Order issued by FinCEN, the Company or its policy issuing agent must be supplied with a completed ALTA Information Collection Form ("ICF") prior to closing the transaction contemplated herein. END OF REQUIREMENTS NOTES The following matters will not be listed as Special Exceptions in Schedule B of the policy. There will be no coverage for loss arising by reason of the matters listed below because these matters are either excepted or excluded from coverage or are not matters covered under the insuring provisions of the policy. Note A: Notice: Please be aware that due to the conflict between federal and state laws concerning the cultivation, distribution, manufacture or sale of marijuana, the Company is not able to close or insure any transaction involving Land that is associated with these activities. Note B: Your application for title insurance was placed by reference to only a street address or tax identification number. Based on our records, we believe that the legal description in this report covers the parcel(s) of Land that you requested. If the legal description is incorrect, the seller/borrower must notify the Company and/or the settlement company in order to prevent errors and to be certain that the correct parcel(s) of Land will appear on any documents to be recorded in connection with this transaction and on the policy of title insurance. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AhitRl[AA- Copyright American Land Title Association. All rights reserved. LAND TITLE -t)-lPON The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as � .7 of the date of use. All other uses are prohibited. reprinted under license from the American Land Title Association. r' ALTA Commitment for Title Insurance w-WA Mod (08/01/2016) Pnn[ed: 12.13.18 @ 06 22 Phl Page 5 WA-CT-FNSE-02150.622476-SPS-1-18-0140447-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140447-06 SCHEDULE B, PART I REQUIREMENTS (continued) Note C: Note: FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: PTN OF SE 1/4 SEC 9-21-4E Tax Account No.: 092104-9028-01 Note D: Note: The Public Records indicate that the address of the improvement located on said Land is as follows: 31625 32nd Ave S Auburn, WA 98003 Note E: Note: There are NO conveyances affecting said Land recorded within 36 months of the date of this report. Note F: This map/plat is being furnished as an aid in locating the herein described Land in relation to adjoining streets, natural boundaries and other land. Except to the extent of a policy of title insurance is expressly modified by endorsement, if any, the Company does not insure dimensions, distances or acreage shown thereon. END OF NOTES END OF SCHEDULE B, PART I This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICAN Copyright American Land Title Association. All rights reserved. [A -ND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment For Title Insurance w-WA Mod (0810112016) Printed: 12.13.16 @ 06:22 PM Page 6 WA-CT-FNSE-02150.622476-SPS-1-18-0140447-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140447-06 SCHEDULE B, PART II EXCEPTIONS THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: GENERAL EXCEPTIONS: A. Rights or claims of parties in possession, or claiming possession, not shown by the Public Records. B. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete survey of the land. C. Easements, prescriptive rights, rights of way, liens or encumbrances, or claims thereof not disclosed by the Public Records. D. Any lien, or right to a lien, for contributions to the employee benefit funds, of for state workers compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the Public Records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the Public Records. F. Any lien for service, installation, connection, maintenance, tap, capacity or construction or similar charges for sewer, water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown by the Public Records. G. Unpatented mining claims, and all rights relating thereto. H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. I. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims or title to water. K. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the Effective Date but prior to the date the Proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II-Exceplions,- and a counter -signature by the Company or its issuing agent that may be in electronic form. » AMERICAN Copyright American Land Title Association. All rights reserved. :^NI„ A The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibiters. Reprinted under license from the American Land Title Association- ALTA Commitment for Title Insurance w-WA Mod (0810112016) Printed: 12.13.18 @ 06:22 PM Page 7 WA-CT-FNSE-02150.622476-SPS-1-IM140447-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140447-06 SCHEDULE B, PART II EXCEPTIONS (continued) SPECIAL EXCEPTIONS: Relinquishment of access to State Highway Number 1 and of light, view and air by Deed: Grantee: State of Washington Recording Date: December 26, 1958 Recording No.: 4980055 Covenants, conditions and restrictions but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, source of income, gender, gender identity, gender expression, medical condition or genetic information, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth in the document Recording Date: October 1, 1959 Recording No.: 5086500 Covenants, conditions and restrictions but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, source of income, gender, gender identity, gender expression, medical condition or genetic information, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth in the document Recording Date: September 24, 1987 Recording No.: 8709241192 4. Reservation of all coal, oil, gas and mineral rights, and rights to explore for the same contained in the deed Grantor: Weyerhaeuser Timber Co., a Washington corporation Recording Date: March 22, 1992 Recording No.: 1599786 Note: Said deed provides for just and reasonable compensation for any injury to the surface of said land in exercising their rights 5. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof; Indian treaty or aboriginal rights. This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. t� AM ERI CAN Copyright American Land Title Association. All rights reserved. I^NnTIItt The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (0B10112016) Printed: 12.13.18 @ 06:22 PM Page 8 WA-CT-PNSE-02150.622476-SPS-I.18-0140447-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140447-06 SCHEDULE B, PART II EXCEPTIONS (continued) General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: Tax Account Number: Levy Code: Assessed Value -Land: Assessed Value -Improvements General and Special Taxes 2018 092104-9028-01 3490 $228,000.00 $425,000.00 Billed: $9,883.11 Paid: $9,883.11 Unpaid: $0.00 7. Property taxes, which are a lien not yet due and payable, including any assessments collected with taxes to be levied for the year 2019. A deed of trust to secure an indebtedness in the amount shown below, Amount: $315,000.00 Dated: September 21, 2017 Trustor/Grantor: William V. Pruett, Jr. and Patti A. Pruett, Trustees of the William V. Jr and Patti A. Pruett Trust, and successors Trustee: George C. Reinmiller Trustee Inc. Beneficiary: Mortgage Electronic Registration Systems, Inc., solely as nominee for Boeing Employees' Credit Union Loan No: 274089 Recording Date: September 29, 2017 Recording No.: 20170929001902 This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. rr� AMERICAN Copyright American Land Title Association. All rights reserved. ;nvn :I The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for The Insurance w-WA Mod (OW112016) PEinted: 12.13.18 @ 06:22 PM Page 9 WA-CT-FNSE-02150-622476-SP5-1-1$d0140"7-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140447-06 SCHEDULE B, PART II EXCEPTIONS (continued) 9. A deed of trust to secure an indebtedness in the amount shown below, Amount: $55,000.00 Dated: September 19, 2018 Trustor/Grantor: William V. Pruett Jr and Patti A. Pruett, Trust dated 11/05/1992, amended 11/29/2012 Trustee: Trustee Services, Inc. Beneficiary: Boeing Employees' Credit Union Loan No: 2012496251 Recording Date: October 2, 2018 Recording No.: 20181002000213 Trustees of the William V. Jr and Patti A. Pruett The Deed of Trust set forth above is purported to be a "Credit Line" Deed of Trust. It is a requirement that the Trustor/Grantor of said Deed of Trust provide written authorization to close said credit line account to the Lender when the Deed of Trust is being paid off through the Company or other Settlement/Escrow Agent or provide a satisfactory subordination of this Deed of Trust to the proposed Deed of Trust to be recorded at closing. END OF SCHEDULE B, PART 11 This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. r� AM ERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing asr of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (0810112016) Printed 12.13.18 @ 06:22 PM Page 10 WA-CT-FNSE-02150.622476-SPS-1-18.0140447-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140447-06 COMMITMENT CONDITIONS 1. DEFINITIONS (a) "Knowledge" or "Known": Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land": The land described in Schedule A and affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) "Mortgage": A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law. (d) "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (e) "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. (f) "Proposed Policy Amount": Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (g) "Public Records": Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (h) "Title": The estate or interest described in Schedule A. 2. If all of the Schedule B, Part I -Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy; (c) the Commitment Conditions; (d) Schedule A; (e) Schedule B, Part I -Requirements; (f) Schedule B, Part II -Exceptions; and (g) a counter -signature by the Company or its issuing agent that may be in electronic form. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY (a) The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: (i) comply with the Schedule B, Part I -Requirements; (it) eliminate, with the Company's written consent, any Schedule B, Part II -Exceptions; or (III) acquire the Title or create the Mortgage covered by this Commitment. (b) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (c) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (d) The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (e) The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I -Requirements have been met to the satisfaction of the Company. (g) In any event, the Company's liability is limited by the terms and provisions of the Policy. 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. mtttttt AM ERICANICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (0&0112016) Printed: 12.13.18 @ 06:22 PM Page 11 WA-CT-FNSE-02150.622476-SPS-1-18-0140447-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140447-06 (continued) (c) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (d) The deletion or modification of any Schedule B, Part II -Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (e) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (f) When the Policy is issued, all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. 8. PRO -FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro -forma policy illustrating the coverage that the Company may provide. A pro -forma policy neither reflects the status of Title at the time that the pro -forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. END OF CONDITIONS This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. r� AME0.ICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for ilue Insurance w-WA Mod (0810112016) Printed: 12.13.18 @ 06:22 PM Page 12 WA-CT-FNSE-02150.622476-SPS-1-18.0140447-06 RECORDING REQUIREMENTS Effective January 1, 1997, document format and content requirements have been imposed by Washington Law. Failure to comply with the following requirements may result in rejection of the document by the county recorder or imposition of a $50.00 surcharge. First pacie or cover sheet: 3" top margin containing nothing except the return address. 1" side and bottom margins containing no markings or seals. Title(s) of documents. Recording no. of any assigned, released or referenced document(s). Grantors names (and page no. where additional names can be found). Grantees names (and page no. where additional names can be found). Abbreviated legal description (Lot, Block, Plat Name or Section, Township, Range and Quarter, Quarter Section for unplatted). Said abbreviated legal description is not a substitute for a complete legal description which must also appear in the body of the document. Assessor's tax parcel number(s). Return address (in top 3" margin). **A cover sheet can be attached containing the above format and data if the first page does not contain all required data. Additional Pages: 1" top, side and bottom margins containing no markings or seals. All Pages: No stapled or taped attachments. Each attachment must be a separate page. All notary and other pressure seals must be smudged for visibility. Font size of 8 points or larger. Recording Requirements Printed: 12.13.18 @ 06:22 PM by WA00000924.doc / Updated: 02.13.18 Page 13--0140447-06 � 1"It I RE SAFE A Inquire before you wire! WIRE FRAUD ALERT This Notice is not intended to provide legal or professional advice. If you have any questions, please consult with a lawyer. All parties to a real estate transaction are targets for wire fraud and many have lost hundreds of thousands of dollars because they simply relied on the wire instructions received via email, without further verification. If funds are to be wired in conjunction with this real estate transaction, we strongly recommend verbal verification of wire instructions through a known, trusted phone number prior to sending funds. In addition, the following non-exclusive self-protection strategies are recommended to minimize exposure to possible wire fraud. ■ NEVER RELY on emails purporting to change wire instructions. Parties to a transaction rarely change wire instructions in the course of a transaction. • ALWAYS VERIFY wire instructions, specifically the ABA routing number and account number, by calling the party who sent the instructions to you. DO NOT use the phone number provided in the email containing the instructions, use phone numbers you have called before or can otherwise verify. Obtain the number of relevant parties to the transaction as soon as an escrow account is opened. DO NOT send an email to verify as the email address may be incorrect or the email may be intercepted by the fraudster. • USE COMPLEX EMAIL PASSWORDS that employ a combination of mixed case, numbers, and symbols. Make your passwords greater than eight (8) characters. Also, change your password often and do NOT reuse the same password for other online accounts. • USE MULTI -FACTOR AUTHENTICATION for email accounts. Your email provider or IT staff may have specific instructions on how to implement this feature. For more information on wire -fraud scams or to report an incident, please refer to the following links: Federal Bureau of Investigation: http://www.fbi.aov Internet Crime Complain Center: htt :/Iwww.ic3. ov Wire Fraud Alert Page 14 Original Effective Date: 5/11/2017 Current Version Date: 5/11/2017 0140447-06 - WIRE0016 (DSI Rev. 12/07/17) TM and © Fidelity National Financial, Inc. and/or an affiliate. All rights reserved FIDELITY NATIONAL FINANCIAL PRIVACY NOTICE Revised May 1, 2018 Fidelity National Financial, Inc. and its majority -owned subsidiary companies (collectively, "FNF", "our," or "we") respect and are committed to protecting your privacy. This Privacy Notice explains how we collect, use, and protect personal information, when and to whom we disclose such information, and the choices you have about the use and disclosure of that information. Types of Information Collected We may collect two types of information from you: Personal Information and Browsing Information. Personal Information. FNF may collect the following categories of Personal Information: • contact information (e.g., name, address, phone number, email address); • demographic information (e.g., date of birth, gender, marital status); • identity information (e.g. Social Security Number, driver's license, passport, or other government ID number); • financial account information (e.g. loan or bank account information); and • other personal information necessary to provide products or services to you. Browsing Information. FNF may automatically collect the following types of Browsing Information when you access an FNF website, online service, or application (each an "FNF Website") from your Internet browser, computer, and/or mobile device: • Internet Protocol (IP) address and operating system; • browser version, language, and type; • domain name system requests; and • browsing history on the FNF Website, such as date and time of your visit to the FNF Website and visits to the pages within the FNF Website. How Personal Information is Collected We may collect Personal Information about you from: • information we receive from you on applications or other forms; • information about your transactions with FNF, our affiliates, or others; and • information we receive from consumer reporting agencies and/or governmental entities, either directly from these entities or through others. How Browsing Information is Collected If you visit or use an FNF Website, Browsing Information may be collected during your visit. Like most websites, our servers automatically log each visitor to the FNF Website and may collect the Browsing Information described above. We use Browsing Information for system administration, troubleshooting, fraud investigation, and to improve our websites. Browsing Information generally does not reveal anything personal about you, though if you have created a user account for an FNF Website and are logged into that account, the FNF Website may be able to link certain browsing activity to your user account. Other Online Specifics Cookies. When you visit an FNF Website, a "cookie" may be sent to your computer. A cookie is a small piece of data that is sent to your Internet browser from a web server and stored on your computer's hard drive. Information gathered using cookies helps us improve your user experience. For example, a cookie can help the website load properly or can customize the display page based on your browser type and user preferences. You can choose whether or not to accept cookies by changing your Internet browser settings. Be aware that doing so may impair or limit some functionality of the FNF Website. Web Beacons. We use web beacons to determine when and how many times a page has been viewed. This information is used to improve our websites. Do Not Track. Currently our FNF Websites do not respond to "Do Not Track" features enabled through your browser. Links to Other Sites. FNF Websites may contain links to other websites. FNF is not responsible for the privacy practices or the content of any of those other websites. We advise you to read the privacy policy of every website you visit. Privacy Statement Printed: 12.13.18 @ 06:22 PM by WA00000924.doc / Updated: 02.13.18 Page 15--0140447-06 Use of Personal Information FNF uses Personal Information for three main purposes: • To provide products and services to you or in connection with a transaction involving you. • To improve our products and services. • To communicate with you about our, our affiliates', and third parties' products and services, jointly or independently. When Information Is Disclosed We may make disclosures of your Personal Information and Browsing Information in the following circumstances: • to enable us to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure; • to nonaffiliated service providers who provide or perform services or functions on our behalf and who agree to use the information only to provide such services or functions; • to nonaffiliated third party service providers with whom we perform joint marketing, pursuant to an agreement with them to jointly market financial products or services to you; • to law enforcement or authorities in connection with an investigation, or in response to a subpoena or court order; or • in the good -faith belief that such disclosure is necessary to comply with legal process or applicable laws, or to protect the rights, property, or safety of FNF, its customers, or the public. The law does not require your prior authorization and does not allow you to restrict the disclosures described above. Additionally, we may disclose your information to third parties for whom you have given us authorization or consent to make such disclosure. We do not otherwise share your Personal Information or Browsing Information with nonaffiliated third parties, except as required or permitted by law. We reserve the right to transfer your Personal Information, Browsing Information, and any other information, in connection with the sale or other disposition of all or part of the FNF business and/or assets, or in the event of bankruptcy, reorganization, insolvency, receivership, or an assignment for the benefit of creditors. By submitting Personal Information and/or Browsing Information to FNF, you expressly agree and consent to the use and/or transfer of the foregoing information in connection with any of the above described proceedings. Please see "Choices With Your Information" to learn the disclosures you can restrict. Security of Your Information We maintain physical, electronic, and procedural safeguards to guard your Personal Information. We limit access to nonpublic personal information about you to employees who need to know that information to do their job. When we provide Personal Information to others as discussed in this Privacy Notice, we expect that they process such information in compliance with our Privacy Notice and in compliance with applicable privacy laws. Choices With Your Information if you do not want FNF to share your information with our affiliates to directly market to you, you may send an "opt out" request by email, phone, or physical mail as directed at the end of this Privacy Notice. We do not share your Personal Information with nonaffiliates for their use to direct market to you. Whether you submit Personal Information or Browsing Information to FNF is entirely up to you. If you decide not to submit Personal Information or Browsing Information, FNF may not be able ,to provide certain services or products to you. For California Residents: We will not share your Personal Information or Browsing Information with nonaffiliated third parties, except as permitted by California law. For Nevada Residents: You may be placed on our internal Do Not Call List by calling (888) 934-3354 or by contacting us via the information set forth at the end of this Privacy Notice. Nevada law requires that we also provide you with the following contact information: Bureau of Consumer Protection, Office of the Nevada Attorney General, 555 E. Washington St., Suite 3900, Las Vegas, NV 89101; Phone number: (702) 486-3132; email: BCPINFO@ag.state.nv.us. For Oreoon Residents: We will not share your Personal Information or Browsing Information with nonaffiliated third parties for marketing purposes, except after you have been informed by us of such sharing and had an opportunity to indicate that you do not want a disclosure made for marketing purposes. Privacy Statement Printed: 12.13.18 @ 06:22 PM by WA00000924.doc / Updated: 02.13.18 Page 16--0140447-06 For Vermont Residents: We will not disclose information about you creditworthiness to our affiliates and will not disclose your personal information, financial information, credit report, or health information to nonaffiliated third parties to market to you, other than as permitted by Vermont law, unless you authorize us to make those disclosures. Information From Children The FNF Websites are meant for adults and are not intended or designed to attract persons under the age of eighteen (18). We do not collect Personal Information from any person that we know to be under the age of thirteen (13) without permission from a parent or guardian. International Users FNF's headquarters is located within the United States. If you reside outside the United States and choose to provide Personal Information or Browsing Information to us, please note that we may transfer that information outside of your country of residence for any of the purposes described in this Privacy Notice. By providing FNF with your Personal Information and/or Browsing Information, you consent to our collection, transfer, and use of such information in accordance with this Privacy Notice. FNF Website Services for Mortgatre loans Certain FNF companies provide services to mortgage loan servicers, including hosting websites that collect customer information on behalf of mortgage loan servicers (the "Service Websites"). The Service Websites may contain links to both this Privacy Notice and the mortgage loan servicer or lender's privacy notice. The sections of this Privacy Notice titled When Information is Disclosed, Choices with Your Information, and Accessing and Correcting Information do not apply to the Service Websites. The mortgage loan servicer or lender's privacy notice governs use, disclosure, and access to your Personal Information. FNF does not share Personal Information collected through the Service Websites, except (1) as required or authorized by contract with the mortgage loan servicer or lender, or (2) as required by law or in the good -faith belief that such disclosure is necessary to comply with a legal process or applicable law, to enforce this Privacy Notice, or to protect the rights, property, or safety of FNF or the public. Your Consent To This Privacy Notice: Notice Changes By submitting Personal Information and/or Browsing Information to FNF, you consent to the collection and use of the information in accordance with this Privacy Notice. We may change this Privacy Notice at any time. The revised Privacy Notice, showing the new revision date, will be posted on the FNF Website. Each time you provide information to us following any amendment of this Privacy Notice, your provision of information to us will signify your assent to and acceptance of the terms of the revised Privacy Notice for all previously collected information and information collected from you in the future. We may use comments, information or feedback that you submit to us in any manner that we may choose without notice or compensation to you. Accessing and Correcting Information,_ Contact Us If you have questions, would like to access or correct your Personal Information, or want to opt -out of information sharing for affiliate marketing, send your requests via email to privacy(u fnf.com, by phone to (888) 934-3354, or by mail to: Fidelity National Financial, Inc. 601 Riverside Avenue, Jacksonville, Florida 32204 Attn: Chief Privacy Officer Privacy Statement Printed: 12.13.18 @ 06:22 PM by WA00000924.doc / Updated: 02.13.18 Page 17--0140447-06 5 71lT Pl I - I 9E092464 jkj a 90 916T I1 57. Wap r 1 o' n: 1�, I 4 I � N I ParcelID: 0921049028 31625 32nd Ave S FPrlpral WAv. WA 4Rnna This map/plat is being furnished as an aid in locating the herein described land In relation to adjoining streets, natural boundaries and other land, and is not a survey of the land depicted. Except to the extent a policy of title insurance is expressly modified by endorsement, if any, the company does not insure dimensions, distances, location of easements, acreage or other matters shown thereon. ALTA COMMITMENT FOR TITLE INSURANCE Issued By agent: CHICAGO TITLE COMPANY OF WASHINGTON NOTICE Commitment Number: 0140448-06 IMPORTANT - READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule 8, Part I -Requirements; Schedule B, Part [I -Exceptions; and the Commitment Conditions, Chicago Title Insurance Company, a Florida corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I -Requirements have not been met within one hundred eighty (180) days after the Commitment Date, this Commitment terminates and the Company's liability and obligation end. Countersigned By: I AZ Authorized Officer or Agent Chicago Title Insurance Company By: Attest: President ti- Secretary This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part ll-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. w Lru ii A, Copyright American Land Title Association. All rights reserved. LAND T'r'r my-uwaiuw The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for TAIL Insurance w-WA Mod (08/0112016) Printed: 12.17.18 a 04:09 PM Page 1 WA-CT-FNSE-02150.622476-SPS-1-18-0140448-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140448-06 ISSUING OFFICE: Title Officer: Commercial Unit Chicago Title Company of Washington 701 5th Avenue, Suite 2700 Seattle, WA 98104 Main Phone: (206)628-5610 Email: WA-Commercial@ctt.com FOR SETTLEMENT INQUIRIES, CONTACT: Escrow Officer: Lorrie Thompson Chicago Title 3002 Colby Avenue, Suite 200 Everett, WA 98201 Phone: (425)745-2206 Main Phone: (425)258-3683 Email: lorrie.th om pson Rctt.com SCHEDULE A 1. Commitment Date: December 10, 2018 at 08:00 AM 2. Policy to be issued: (a) ALTA Owner's Policy 2006 Proposed Insured: Purchaser with contractual rights under a purchase agreement with the vested owner identified at Item 4 below Proposed Policy Amount: $1,100,000.00 Premium: $ 2,872.00 Tax: $ 290.07 Rate: Standard Total: $ 3,162.07 3. The estate or interest in the Land described or referred to in this Commitment is: Fee Simple 4. The Title is, at the Commitment Date, vested in: Lukhbinder Johal, presumptively subject to the community interest of his spouse 5. The Land is described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF END OF SCHEDULE A This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. MIIIIIIIIIIIIIIII AMERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Tice Insurance w-WA Mod (08M112016) Panted- 12.17,18 @ 04:09 PM Page 2 WA-CT-FNSE-02150.622476-SPS-1-18.014044M6 EXHIBIT "A" Legal Description THAT PORTION OF THE EAST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W. M., RECORDS OF KING COUNTY, WASHINGTON, LYING NORTHERLY OF A LINE PARALLEL WITH AND 90 FEET NORTHERLY, AS MEASURED AT RIGHT ANGLES TO THE NORTH LINE OF PRIMARY STATE HIGHWAY NO. 5, AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER AUDITOR'S FILE NO. 5002386. TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE EAST 30 FEET OF THE SOUTH 90 FEET OF THAT PORTION OF SAID EAST HALF LYING NORTHERLY OF PRIMARY STATE HIGHWAY NO. 5, AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER AUDITOR'S FILE NO. 5002386. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part ll-Exceptions; a counter -signature by the Company or its issuing agent that may be in electronic form. r>� AMERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-NIA Llod (08/01/2016) Printed: 12.17.18 Q 04:09 PM Page 3 WA-CT-FNSE-02150.622476-SPS-1-18-0140448-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140448-06 SCHEDULE B, PART I REQUIREMENTS All of the following Requirements must be met: The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 5. Additional requirements and/or exceptions may be added as details of the transaction are disclosed to, or become known by the Company. 6. Payment of the real estate excise tax, if required. The Land is situated within the boundaries of local taxing authority of Unincorporated King County. Present rate of real estate excise tax as of the date herein is 1.78 percent. Any conveyance document must be accompanied by the official Washington State Excise Tax Affidavit. The applicable excise tax must be paid and the affidavit approved at the time of the recording of the conveyance documents. (NOTE: Real Estate Excise Tax Affidavits must be printed as legal size forms). An additional $5.00 Electronic Technology Fee must be included in all excise tax payments. If the transaction is exempt, an additional $5.00 Affidavit Processing Fee is required. 7- For each policy to be issued as identified in Schedule A, Item 2; the Company shall not be liable under this commitment until it receives a designation for a Proposed Insured, acceptable to the Company. As provided in Commitment Condition 4, the Company may amend this commitment to add, among other things, additional exceptions or requirements after the designation of the Proposed Insured. END OF REQUIREMENTS NOTES The following matters will not be listed as Special Exceptions in Schedule B of the policy. There will be no coverage for loss arising by reason of the matters listed below because these matters are either excepted or excluded from coverage or are not matters covered under the insuring provisions of the policy. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as ofthe date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (08101/2016) Nnnted: 1Z.-1 �.1a Ca uw:ua rm Page 4 WA-CT-FNSE-02150.622476-SPS-1-18-0140448-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140448-06 SCHEDULE B, PART I REQUIREMENTS (continued) Note A: Note: FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: PTN SE'/4 SEC 9, T 21 N, R 4E, W.M. Tax Account No.: 092104-9160-09 Note B: Note: The Public Records indicate that the address of the improvement located on said Land is as follows: 3817 S. 337th Street Auburn, WA 98001 Note C: Notice: Please be aware that due to the conflict between federal and state laws concerning the cultivation, distribution, manufacture or sale of marijuana, the Company is not able to close or insure any transaction involving Land that is associated with these activities. Note D: Note: This mao/plat is being furnished as an aid in locating the herein described Land in relation to adjoining streets, natural boundaries and other land. Except to the extent a policy of title insurance is expressly modified by endorsement, if any, the Company does not insure dimensions, distances or acreage shown thereon. Note E: NOTES END OF NOTES END OF SCHEDULE B, PART I This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE J ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitmenl for Title Insurance w•WA Arad (0810112016) Printed: 12.17.18 @ 04:08 PM JPage 5 WA-CT-FNSE-02150.622476-SPS-1-1B-0140448-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140448-06 SCHEDULE B, PART 11 EXCEPTIONS THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: GENERAL EXCEPTIONS A. Rights or claims of parties in possession, or claiming possession, not shown by the Public Records. B. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. C. Easements, prescriptive rights, rights -of -way, liens or encumbrances, or claims thereof, not shown by the Public Records. D. Any lien, or right to alien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the Public Records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the Public Records. F. Any lien for service, installation, connection, maintenance, tap, capacity, or construction or similar charges for sewer, water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown by the Public Records. G. Unpatented mining claims, and all rights relating thereto. H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. I. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims or title to water. K. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attaches, or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part I —Requirements are met. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (0810112016) Printed: 12.17.18 i@ 04:09 PM Page 6 WA-CT-FNSE-02150 622476-SPS-1-18-0140448-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140448-06 SCHEDULE B, PART II EXCEPTIONS (continued) SPECIAL EXCEPTIONS Reservation of all coal, oil, gas and mineral rights, and rights to explore for the same contained in the deed Grantor: Weyerhaeuser Timber Co., a Washington corporation Recording Date: March 22, 1922 Recording No.: 1599786 Note: Said deed provides for just and reasonable compensation for any injury to the surface of said land in exercising their rights. 2. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: United States of America Purpose: electric transmission and distribution line, together with necessary appurtenances Recording Date: January 6, 1941 Recording No.: 3139642 Affects: a portion of said premises 3. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: United States of America Purpose: electric transmission and distribution line, together with necessary appurtenances Recording Date: January 23, 1943 Recording No.: 3288633 Affects: a portion of said premises 4. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: United States of America Purpose: electric transmission and distribution line, together with necessary appurtenances Recording Date: November 7, 1958 Recording No.: 4963340 Affects: a portion of said premises This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule 8, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICAN Copyright American Land Title Association. All rights reserved. IAN I, t111I The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AIJA Commitment for Title Insurance Y.-IAA Vod (08/01/2016) Printed: 12.17.18 @ 04:09 PM Page 7 WA-CT-FNSE-02150.622476-SPS-1-18.0140448-ti76 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140448-06 SCHEDULE B, PART II EXCEPTIONS (continued) 5. Release of Damage Agreement and the terms and conditions thereof: Between: Emil Taasevigen and Esther Taasevigen And: State of Washington Recorded: February 27, 1959 Recording No: 5002386 Releasing the State of Washington from all future claims for damages resulting from: Construction, changes of grades, location, maintenance and operation of Primary State Highway No. 5 6. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Arthur P. Henderson Purpose: ingress and egress Recording Date: January 27, 1961 Recording No.: 5246159 Affects: portion of said premises 7. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Olympic Pipeline Company Purpose: pipeline or pipelines for the transmission of oil and gas and the products thereof, and appurtenances Recording Date: June 10, 1964 Recording No.: 5746718 Affects: portion of said premises Said easement is a re-record of easement recorded under Recording No. 5743173 8. Easement(s) for the purpose(s) shown below and rights incidental thereto, as disclosed in a document: Purpose: ingress, egress and utilities Recording Date: December 6, 1974 Recording No.: 7412060241 Affects: portion of said premises 9. Notice of additional water and sewer facility tap or connection charges: Filed by: Federal Way Water and Sewer District Recorded: May 18, 1987 Recording No.: 8705181420 This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule B, Part ll-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICARICAN Copyright American Land Title Association. All rights reserved. IAN u_ri :I The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as; of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment fe• Ti:fe Insurance w-WA Mad (0810112016) Printed: 12.17,18 @ 04:09 PM Page 8 WA-CT-FNSE-02150.622476-SPS-1-18-0140448-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140448-06 SCHEDULE B, PART II EXCEPTIONS (continued) 10. Notice of additional water and sewer facility tap or connection charges: Filed by: Federal Way Water and Sewer District Recorded: May 12, 1989 Recording No.: 8905120210 11. Matters contained in that certain document Entitled: Notice of On -Site Sewage System Operation and Maintenance Requirement Recording Date: October 4, 2007 Recording No.: 20071004001493 Reference is hereby made to said document for full particulars. 12. Any rights, interests, or claims which may exist or arise by reason of the following survey, Recording Date: April 14, 2016 Recording No.: 20160414900001 13. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2108 Tax Account No.: 092104-9160-09 Levy Code: 3490 Assessed Value -Land: $853,700.00 Assessed Value -Improvements: $52,000.00 General and Special Taxes: Billed: $13,775.32 Paid: $13,775.32 Unpaid: $0.00 14. A deed of trust to secure an indebtedness in the amount shown below, Amount: $518,000.00 Dated: May 9, 2008 Trustor/Grantor: Balbir Singh Birk and Satinder K. Birk, Husband and Wife and Birkirandeep Singh and Satwinder Kaur, Husband and Wife and Sukhraj Singh, a Single Man, all as Joint Tenants Trustee: Old Republic National Title Insurance Company Beneficiary: Cathay Bank Recording Date: May 15, 2008 Recording No.: 20080515000758 This page is only a part of a 2016 ALTAO Commitment for Title Insurance issued by Chicago Title Insurance Company This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. mot: AMERICAN Copyright American Land Title Association. All rights reserved. :^Y� The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance .v- VVA Mod (08/01/2016) Printed? 12.17 18 @ 04:09 PTA Page 9 WA-CT-FNSE-02150.622476-SPS-1-18-0140448-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140448-06 SCHEDULE B, PART II EXCEPTIONS (continued) 15. Right, title and interest of the spouse of Harinder Singh on December 10, 2008, date of acquiring an interest in the herein described property. 16. Matters which may be disclosed by a search of the records against the name of the spouse or domestic partner of Harinder Singh, if married or a member of a registered domestic partnership. 17. Right, title and interest of the spouse of Lukhbinder Johal on and since December 10, 2008, date of acquiring an interest in the herein described property. 18. Any unrecorded leaseholds, right of vendors and holders of security interests on personal property installed upon the Land and rights of tenants to remove trade fixtures at the expiration of the terms. END OF SCHEDULE B, PART II This page is only a part of a 2016 ALTA& Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule 8, Part 1-Requirements; Schedule 8, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AML5kKAN Copyright American Land Title Association. All rights reserved. LAND TITLE M%XIAT� The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w,WA Mod (08/0112016) Printed: 12.17.18 @ 04:09 PM Page 10 WA-CT-FNSE-02150.622476-SPS-1-18-0140448-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140448-06 COMMITMENT CONDITIONS 1. DEFINITIONS (a) "Knowledge" or "Known": Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land": The land described in Schedule A and affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) "Mortgage": A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law. (d) "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (e) "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. (f) "Proposed Policy Amount": Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (g) "Public Records": Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (h) "Title": The estate or interest described in Schedule A. 2. If all of the Schedule B, Part I -Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy; (c) the Commitment Conditions; (d) Schedule A; (e) Schedule B, Part I -Requirements; (f) Schedule B, Part II -Exceptions; and (g) a counter -signature by the Company or its issuing agent that may be in electronic form. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY (a) The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: (i) comply with the Schedule B, Part I -Requirements; (ii) eliminate, with the Company's written consent, any Schedule B, Part II -Exceptions; or (iii) acquire the Title or create the Mortgage covered by this Commitment. (b) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (c) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (d) The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (e) The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I -Requirements have been met to the satisfaction of the Company. (g) In any event, the Company's liability is limited by the terms and provisions of the Policy. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part 11-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICAN Copyright American Land Title Association. All rights reserved. U TITLE ATION ATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (08/01/2016) Printed: 12.17.18 @ 04:09 PM Page 11 WA-CT-FNSE-02150.622476-SPS-1-18-0140448-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140448-06 (continued) (c) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of anv kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (d) The deletion or modification of any Schedule B, Part II -Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (e) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (f) When the Policy is issued, all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. 8. PRO -FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro -forma policy illustrating the coverage that the Company may provide. A pro -forma policy neither reflects the status of Title at the time that the pro -forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. END OF CONDITIONS This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements counter -signature by the Company or its issuing agent that may be in electronic form. This Commitment is not valid without the ; Schedule B, Part II -Exceptions; and a Copyright American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (08/01/2016) i-nntea: iz.i r. is L u+:ua rrvi Page 12 WA-CT-FNSE-02150.622476-SPS-1-18-0140448-06 RECORDING REQUIREMENTS Effective January 1, 1997, document format and content requirements have been imposed by Washington Law. Failure to comply with the following requirements may result in rejection of the document by the county recorder or imposition of a $50.00 surcharge. First page or cover sheet: 3" top margin containing nothing except the return address. 1" side and bottom margins containing no markings or seals. Title(s) of documents. Recording no. of any assigned, released or referenced document(s). Grantors names (and page no. where additional names can be found). Grantees names (and page no. where additional names can be found). Abbreviated legal description (Lot, Block, Plat Name or Section, Township, Range and Quarter, Quarter Section for unplatted). Said abbreviated legal description is not a substitute for a complete legal description which must also appear in the body of the document. Assessor's tax parcel number(s). Return address (in top 3" margin). **A cover sheet can be attached containing the above format and data if the first page does not contain all required data. Additional Pages: 1" top, side and bottom margins containing no markings or seals. All Pages_ No stapled or taped attachments. Each attachment must be a separate page. All notary and other pressure seals must be smudged for visibility. Font size of 8 points or larger. Recording Requirements Printed: 12.17.18 @ 04:09 PM by JM WA00000924.doc / Updated: 02.13.18 Page 13—0140448-06 � `O I RE SAFE, Inquire before you wire! WIRE FRAUD ALERT This Notice is not intended to provide legal or professional advice. If you have any questions, please consult with a lawyer. All parties to a real estate transaction are targets for wire fraud and many have lost hundreds of thousands of dollars because they simply relied on the wire instructions received via email, without further verification. If funds are to be wired in conjunction with this real estate transaction, we strongly recommend verbal verification of wire instructions through a known, trusted phone number prior to sending funds. In addition, the following non-exclusive self-protection strategies are recommended to minimize exposure to possible wire fraud. • NEVER RELY on emails purporting to change wire instructions. Parties to a transaction rarely change wire instructions in the course of a transaction. • ALWAYS VERIFY wire instructions, specifically the ABA routing number and account number, by calling the party who sent the instructions to you. DO NOT use the phone number provided in the email containing the instructions, use phone numbers you have called before or can otherwise verify. Obtain the number of relevant parties to the transaction as soon as an escrow account is opened. DO NOT send an email to verify as the email address may be incorrect or the email may be intercepted by the fraudster. • USE COMPLEX EMAIL PASSWORDS that employ a combination of mixed case, numbers, and symbols. Make your passwords greater than eight (8) characters. Also, change your password often and do NOT reuse the same password for other online accounts. ■ USE MULTI -FACTOR AUTHENTICATION for email accounts. Your email provider or IT staff may have specific instructions on how to implement this feature. For more information on wire -fraud scams or to report an incident, please refer to the following links: Federal Bureau of Investigation: http://www. fbi.gov Internet Crime Complain Center. http://Www.ic3.gov Wire Fraud Alert Page 14 Original Effective Date: 5/1112017 Current Version Date: 5/11/2017 0140448-06 - WIRE0016 (DSI Rev. 12/07/17) TM and © Fidelity National Financial, Inc. and/or an affiliate. All rights reserved FIDELITY NATIONAL FINANCIAL PRIVACY NOTICE Revised May 1, 2018 Fidelity National Financial, Inc. and its majority -owned subsidiary companies (collectively, "FNF", "our," or "we") respect and are committed to protecting your privacy. This Privacy Notice explains how we collect, use, and protect personal information, when and to whom we disclose such information, and the choices you have about the use and disclosure of that information. Types of Information Collected We may collect two types of information from you: Personal Information and Browsing Information. Personal Information. FNF may collect the following categories of Personal Information: • contact information (e.g., name, address, phone number, email address); • demographic information (e.g., date of birth, gender, marital status); • identity information (e.g. Social Security Number, driver's license, passport, or other government ID number); • financial account information (e.g. loan or bank account information); and • other personal information necessary to provide products or services to you. Browsing Information. FNF may automatically collect the following types of Browsing Information when you access an FNF website, online service, or application (each an "FNF Website") from your Internet browser, computer, and/or mobile device: • Internet Protocol (IP) address and operating system; • browser version, language, and type; • domain name system requests; and • browsing history on the FNF Website, such as date and time of your visit to the FNF Website and visits to the pages within the FNF Website. How Personal Information is Collected We may collect Personal Information about you from: • information we receive from you on applications or other forms; • information about your transactions with FNF, our affiliates, or others; and • information we receive from consumer reporting agencies and/or governmental entities, either directly from these entities or through others. How Browsinq Information is Collected If you visit or use an FNF Website, Browsing Information may be collected during your visit. Like most websites, our servers automatically log each visitor to the FNF Website and may collect the Browsing Information described above. We use Browsing Information for system administration, troubleshooting, fraud investigation, and to improve our websites. Browsing Information generally does not reveal anything personal about you, though if you have created a user account for an FNF Website and are logged into that account, the FNF Website may be able to link certain browsing activity to your user account. Other Online Specifics Cookies. When you visit an FNF Website, a "cookie" may be sent to your computer. A cookie is a small piece of data that is sent to your Internet browser from a web server and stored on your computer's hard drive. Information gathered using cookies helps us improve your user experience. For example, a cookie can help the website load properly or can customize the display page based on your browser type and user preferences. You can choose whether or not to accept cookies by changing your Internet browser settings. Be aware that doing so may impair or limit some functionality of the FNF Website. Web Beacons. We use web beacons to determine when and how many times a page has been viewed. This information is used to improve our websites. ❑o Not Track. Currently our FNF Websites do not respond to "Do Not Track" features enabled through your browser. Links to Other Sites. FNF Websites may contain links to other websites. FNF is not responsible for the privacy practices or the content of any of those other websites. We advise you to read the privacy policy of every website you visit. Privacy Statement Printed: 12.17.18 @ 04:10 PM by JM WA00000924.doc / Updated: 02.13.18 Page 15---0140448-06 Use of Personal Information FNF uses Personal Information for three main purposes: • To provide products and services to you or in connection with a transaction involving you. • To improve our products and services. • To communicate with you about our, our affiliates', and third parties' products and services, jointly or independently. When Information Is Disclosed We may make disclosures of your Personal Information and Browsing Information in the following circumstances: • to enable us to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure; • to nonaffiliated service providers who provide or perform services or functions on our behalf and who agree to use the information only to provide such services or functions; • to nonaffiliated third party service providers with whom we perform joint marketing, pursuant to an agreement with them to jointly market financial products or services to you; • to law enforcement or authorities in connection with an investigation, or in response to a subpoena or court order; or • in the good -faith belief that such disclosure is necessary to comply with legal process or applicable laws, or to protect the rights, property, or safety of FNF, its customers, or the public. The law does not require your prior authorization and does not allow you to restrict the disclosures described above. Additionally, we may disclose your information to third parties for whom you have given us authorization or consent to make such disclosure. We do not otherwise share your Personal Information or Browsing Information with nonaffiliated third parties, except as required or permitted by law. We reserve the right to transfer your Personal Information, Browsing Information, and any other information, in connection with the sale or other disposition of all or part of the FNF business and/or assets, or in the event of bankruptcy, reorganization, insolvency, receivership, or an assignment for the benefit of creditors. By submitting Personal Information and/or Browsing Information to FNF, you expressly agree and consent to the use and/or transfer of the foregoing information in connection with any of the above described proceedings. Please see "Choices With Your Information" to learn the disclosures you can restrict. Security of Your Information We maintain physical, electronic, and procedural safeguards to guard your Personal Information. We limit access to nonpublic personal information about you to employees who need to know that information to do their job. When we provide Personal Information to others as discussed in this Privacy Notice, we expect that they process such information in compliance with our Privacy Notice and in compliance with applicable privacy laws. Choices With Your Information If you do not want FNF to share your information with our affiliates to directly market to you, you may send an "opt out" request by email, phone, or physical mail as directed at the end of this Privacy Notice. We do not share your Personal Information with nonaffiliates for their use to direct market to you. Whether you submit Personal Information or Browsing Information to FNF is entirely up to you. If you decide not to submit Personal Information or Browsing Information, FNF may not be able to provide certain services or products to you. For California Residents: We will not share your Personal Information or Browsing Information with nonaffiliated third parties, except as permitted by California law. For Nevada Residents: You may be placed on our internal Do Not Call List by calling (888) 934-3354 or by contacting us via the information set forth at the end of this Privacy Notice. Nevada law requires that we also provide you with the following contact information: Bureau of Consumer Protection, Office of the Nevada Attorney General, 555 E. Washington St., Suite 3900, Las Vegas, NV 89101; Phone number: (702) 486-3132; email: BCPINFO@ag.state.nv.us. For Oregon Residents: We will not share your Personal Information or Browsing Information with nonaffiliated third parties for marketing purposes, except after you have been informed by us of such sharing and had an opportunity to indicate that you do not want a disclosure made for marketing purposes. Privacy Statement Printed: 12 17.18 @ 04:10 PM by JM WA00000924.doc / Updated: 02.13.18 Page 16--0140448-06 I For Vermont Residents: We will not disclose information about you creditworthiness to our affiliates and will not disclose your personal information, financial information, credit report, or health information to nonaffiliated third parties to market to you, other than as permitted by Vermont law, unless you authorize us to make those disclosures. Information From Children The FNF Websites are meant for adults and are not intended or designed to attract persons under the age of eighteen (18). We do not collect Personal Information from any person that we know to be under the age of thirteen (13) without permission from a parent or guardian. International Users FNF's headquarters is located within the United States. If you reside outside the United States and choose to provide Personal Information or Browsing Information to us, please note that we may transfer that information outside of your country of residence for any of the purposes described in this Privacy Notice. By providing FNF with your Personal Information and/or Browsing Information, you consent to our collection, transfer, and use of such information in accordance with this Privacy Notice. FNF Website Services for Mortgacie Loans Certain FNF companies provide services to mortgage loan servicers, including hosting websites that collect customer information on behalf of mortgage loan servicers (the "Service Websites"). The Service Websites may contain links to both this Privacy Notice and the mortgage loan servicer or lender's privacy notice. The sections of this Privacy Notice titled When Information is Disclosed, Choices with Your Information, and Accessing and Correcting Information do not apply to the Service Websites. The mortgage loan servicer or lender's privacy notice governs use, disclosure, and access to your Personal Information. FNF does not share Personal Information collected through the Service Websites, except (1) as required or authorized by contract with the mortgage loan servicer or lender, or (2) as required by law or in the good -faith belief that such disclosure is necessary to comply with a legal process or applicable law, to enforce this Privacy Notice, or to protect the rights, property, or safety of FNF or the public. Your Consent To This Privacy Notice; Notice Changes iBy submitting Personal Information and/or Browsing Information to FNF, you consent to the collection and use of the information in accordance with this Privacy Notice. We may change this Privacy Notice at any time. The revised Privacy Notice, showing the new revision date, will be posted on the FNF Website. Each time you provide information to us following any amendment of this Privacy Notice, your provision of information to us will signify your assent to and acceptance of the terms of the revised Privacy Notice for all previously collected information and information collected from you in the future. We may use comments, information or feedback that you submit to us in any manner that we may choose without notice or compensation to you. Accessing and Correctina Information', Contact Us If you have questions, would like to access or correct your Personal Information, or want to opt -out of information sharing for affiliate marketing, send your requests via email to privacyafnf.com, by phone to (888) 934-3354, or by mail to: Fidelity National Financial, Inc. 601 Riverside Avenue, Jacksonville, Florida 32204 Attn: Chief Privacy Officer Privacy Statement Printed: 12.17.18 @ 04:10 PM by JM WA00000924.doc / Updated: 02.13.18 Page 17--0140448-06 ^1 II RE SAFE, Inquire before you wire! WIRE FRAUD ALERT This Notice is not intended to provide legal or professional advice. If you have any questions, please consult with a lawyer. All parties to a real estate transaction are targets for wire fraud and many have lost hundreds of thousands of dollars because they simply relied on the wire instructions received via email, without further verification. If funds are to be wired in conjunction with this real estate transaction, we strongly recommend verbal verification of wire instructions through a known, trusted phone number prior to sending funds. In addition, the following non-exclusive self-protection strategies are recommended to minimize exposure to possible wire fraud. • NEVER RELY on emails purporting to change wire instructions. Parties to a transaction rarely change wire instructions in the course of a transaction. ALWAYS VERIFY wire instructions, specifically the ABA routing number and account number, by calling the party who sent the instructions to you. DO NOT use the phone number provided in the email containing the instructions, use phone numbers you have called before or can otherwise verify. Obtain the number of relevant parties to the transaction as soon as an escrow account is opened. DO NOT send an email to verify as the email address may be incorrect or the email may be intercepted by the fraudster. • USE COMPLEX EMAIL PASSWORDS that employ a combination of mixed case, numbers, and symbols. Make your passwords greater than eight (8) characters. Also, change your password often and do NOT reuse the same password for other online accounts. USE MULTI -FACTOR AUTHENTICATION for email accounts. Your email provider or IT staff may have specific instructions on how to implement this feature. For more information on wire -fraud scams or to report an incident, please refer to the following links: Federal Bureau of Investigation: http.-Ilwww.fbi.gov Internet Crime Complain Center: hM).-11www. ic3. pov Wire Fraud Alert Page 1 Original Effective Date: 5/11/2017 Current Version Date: 5/11/2017 0140448-06 - WIRE0016 (DSI Rev. 12/07/17) TM and ©Fidelity National Financial, Inc. and/or an affiliate. All rights reserved 12/17/2018 geoAdvantage by Sentry Dynamics - King, WA H a fV x Y i J 0 �11 T b2(]TFiST .. -� �IJERCE CO. ��I14E TO ,J _ . "_�s_ .. ., rY'---_ -,_ - ,-. - .-� _.-.,,_ ..-- - A.L. .i .._1; - _- •_-- - :i,. This map/plat is being furnished as an aid in locating the herein described land in relation to adjoining streets, natural boundaries and other land, and is not a survey of the land depicted. Except to the extent a policy of title insurance is expressly modified by endorsement, if any, the company does not insure dimensions, distances, location of easements, acreage or other matters shown thereon. http-.Hclients.sentrydynamics.net/geo/wa/king?layout=&min= 1 /1 ALTA COMMITMENT FOR TITLE INSURANCE Issued By agent: CHICAGO TITLE COMPANY OF WASHINGTON rR NOTICE Commitment Number: 0140449-06 IMPORTANT - READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B. Part 1-Requirements; Schedule B, Part II -Exceptions; and the Commitment Conditions, Chicago Title Insurance Company, a Florida corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I -Requirements have not been met within one hundred eighty (180) days after the Commitment Date, this Commitment terminates and the Company's liability and obligation end. Countersigned By: Authorized Officer or Agent Chicago Title Insurance Company By: Attest: President ti- Secretary This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICA Copyright American Land Title Association. All rights reserved. LAND TITI ASSOCIATIO The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. A€.TA Commitment for Title insurance w-WA Mod (08/01/2016) Printed: 18 -0 1044 AM Page 1 WA-CT-FNSE-02150.622476-SPS-1PS-1-16-0140449-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140449-06 ISSUING OFFICE: Title Officer: Commercial Unit Chicago Title Company of Washington 701 5th Avenue, Suite 2700 Seattle, WA 98104 Main Phone: (206)628-5610 Email: WA-Commercial@ctt.com FOR SETTLEMENT INQUIRIES, CONTACT: Escrow Officer: Lorrie Thompson Chicago Title 3002 Colby Avenue, Suite 200 Everett, WA 98201 Phone: (425)745-2206 Main Phone: (425)258-3683 Email: lorrie.thompson@ctt.com SCHEDULE A 1. Commitment Date: December 11, 2018 at 08:00 AM 2. Policy to be issued: (a) ALTA Homeowner's Policy of Title Insurance 2013 Proposed Insured: Purchaser with contractual rights under a purchase agreement with the vested owner identified at Item 4 below Proposed Policy Amount: $1,725,000.00 Premium: $ 3,285.00 Tax: $ 331.79 Total: $ 3,616.79 3. The estate or interest in the Land described or referred to in this Commitment is: FEE SIMPLE 4. The Title is, at the Commitment Date, vested in: Squaw Peak Properties, LLC, a Washington limited liability company 5. The Land is described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF END OF SCHEDULE A This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part 11-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as -; of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Cmmn,dment for Titie Insurance w-WA Mod (08/0112016) Prented 12.14.18 @ 10-02 AM Page 2 WA-CT-FNSE-02150.622476-SPS-1-18-0140449-06 EXHIBIT "A" Legal Description THE EAST THREE QUARTERS OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE STATE ROAD NO. 5 (SOUTH 320TH STREET), AS CONDEMNED BY JUDGMENT AND DECREE OF APPROPRIATION ENTERED AUGUST 21, 1959, IN KING COUNTY SUPERIOR COURT CAUSE NO. 535119. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice, the Commitment to Issue Policy; the Commitment Conditions, Schedule A; Schedule B, Part I -Requirements; Schedule 8, Part II -Exceptions; a counter -signature by the Company or its issuing agent that may be in electronic form. a: AM E0.ICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as r of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (01310112016) Nnntea: IZ. -ta 10 (g, Iu:uc AM Page 3 WA-CT-FNSE-02150.622476-SPS-1-18-0140449-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140449-06 SCHEDULE B, PART I REQUIREMENTS All of the following Requirements must be met: The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 5. Additional requirements and/or exceptions may be added as details of the transaction are disclosed to, or become known by the Company. 6. The Proposed Policy Amount(s) must be increased to the full value of the estate or interest being insured, and any additional premium must be paid at that time. An Owner's policy should reflect the purchase price or full value of the Land. A Loan Policy should reflect the loan amount or value of the property as collateral. Proposed Policy Amount(s) will be revised and premiums charged consistent therewith when the final amounts are approved. 7. For each policy to be issued as identified in Schedule A, Item 2; the Company shall not be liable under this commitment until it receives a designation for a Proposed Insured, acceptable to the Company. As provided in Commitment Condition 4, the Company may amend this commitment to add, among other things, additional exceptions or requirements after the designation of the Proposed Insured. 8. Payment of the real estate excise tax, if required. The Land is situated within the boundaries of local taxing authority of Unincorporated King County. Present rate of real estate excise tax as of the date herein is 1.78 percent. Any conveyance document must be accompanied by the official Washington State Excise Tax Affidavit. The applicable excise tax must be paid and the affidavit approved at the time of the recording of the conveyance documents. (NOTE: Real Estate Excise Tax Affidavits must be printed as legal size forms). An additional $5.00 Electronic Technology Fee must be included in all excise tax payments. If the transaction is exempt, an additional $5.00 Affidavit Processing Fee is required. This page is only a part of a 2016 ALTA& Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part 11-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. I� AM ERI C, Copyright American Land Title Association. All rights reserved. LAND TITI ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Coitirn+tinunt for Title Insurance w-WA Mod (08/0112016) Printed: 12.14.18 @ 10:02 AM Page 4 WA-CT-FNSE-02150.622476-SPS-1-18.0140449-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140449-06 SCHEDULE B, PART I REQUIREMENTS (continued) 9. The Company will require the following documents for review prior to the issuance of any title insurance predicated upon a conveyance or encumbrance from the entity named below. Limited Liability Company: Squaw Peak Properties, LLC, a Washington limited liability company a. A copy of its operating agreement, if any, and any and all amendments, supplements and/or modifications thereto, certified by the appropriate manager or member. b. If a domestic Limited Liability Company, a copy of its Articles of Organization and all amendment thereto with the appropriate filing stamps. c. If the Limited Liability Company is member -managed a full and complete current list of members certified by the appropriate manager or member. d. A current dated certificate of good standing from the proper governmental authority of the state in which the entity was created e. If less than all members, or managers, as appropriate, will be executing the closing documents, furnish evidence of the authority of those signing. The Company reserves the right to add additional items or make further requirements after review of the requested documentation. 10. TO PROVIDE THE EXTENDED COVERAGE POLICY AND/OR ALTA HOMEOWNER'S POLICY IDENTIFIED IN SCHEDULE A, GENERAL EXCEPTIONS A THROUGH D WILL BE CONSIDERED WHEN OUR INSPECTION AND/OR REVIEW OF SURVEY, IF REQUIRED, IS COMPLETED. A SUPPLEMENTAL COMMITMENT WILL FOLLOW. If there have been recent improvements on the property within 90 days prior to closing we will require a signed indemnity agreement and a recent financial statement from each indemnitor. If construction financing is to be insured, please contact the title officer for requirements. The Company reserves the right to add additional exceptions or make further requirements after review of the property inspection and requested documentation. Additional requirements and/or exceptions may be added as details of the transaction are disclosed to, or become known by the Company. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. A AS.EAtE 11N Copyright American Land Title Association. All rights reserved. tlmn rtru AC�IAif[,! The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (08/01/2016) Printed: 12.14.18 @ 10:02 AM Page 5 WA-CT-FNSE-02150.622476-SPS-1-18-0140449-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140449-06 SCHEDULE B, PART I REQUIREMENTS (continued) 11. The Company and its policy issuing agents are required by Federal law to collect additional information about certain transactions in specified geographic areas in accordance with the Bank Secrecy Act. If this transaction is required to be reported under a Geographic Targeting Order issued by FinCEN, the Company or its policy issuing agent must be supplied with a completed ALTA Information Collection Form ("ICF") prior to closing the transaction contemplated herein. END OF REQUIREMENTS NOTES The following matters will not be listed as Special Exceptions in Schedule B of the policy. There will be no coverage for loss arising by reason of the matters listed below because these matters are either excepted or excluded from coverage or are not matters covered under the insuring provisions of the policy. Note A: Notice: Please be aware that due to the conflict between federal and state laws concerning the cultivation, distribution, manufacture or sale of marijuana, the Company is not able to close or insure any transaction involving Land that is associated with these activities. Note B: Your application for title insurance was placed by reference to only a street address or tax identification number. Based on our records, we believe that the legal description in this report covers the parcel(s) of Land that you requested. If the legal description is incorrect, the seller/borrower must notify the Company and/or the settlement company in order to prevent errors and to be certain that the correct parcel(s) of Land will appear on any documents to be recorded in connection with this transaction and on the policy of title insurance. Note C: Note: FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: THE EAST THREE QTRS OF THE SW 1/4 OF SEC 9-21 N-4E Tax Account No.: 092104-9187-08 Note D: Note: The Public Records indicate that the address of the improvement located on said Land is as follows: 3014 S 320th St Federal Way, WA 98003 This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule 8, Part 11-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as -_- of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. " ALTA Commitment for Flue Ills« VaflCr w-WA Mod (0810112016) Printed: 12.14.18 (,%) 10 (12 AM Page 6 WA-CT-FNSE-02150.622476-SPS-1-18-0140449-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140449-06 SCHEDULE B, PART I REQUIREMENTS (continued) Note E: This ma 1 1at is being furnished as an aid in locating the herein described Land in relation to adjoining streets, natural boundaries and other land. Except to the extent of a policy of title insurance is expressly modified by endorsement, if any, the Company does not insure dimensions, distances or acreage shown thereon. Note F: Note: The only conveyance(s) affecting said Land, which recorded within 36 months of the date of this report, are as follows: Recording Date: August 17, 2016 Recording No.: 20160817000579 END OF NOTES END OF SCHEDULE B, PART I This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part 11-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. r� AMERICAN Copyright American Land Title Association. All rights reserved. IASSANUOCWITA The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Cornmitrn&nt for Title Insurance w-WA Mod (0810112016) Printed: 12.14.18 @ 10:02 AM Page 7 WA-CT-FNSE-02150.622476-SPS-1-18-0140449-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140449-06 SCHEDULE B, PART II EXCEPTIONS THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: GENERAL EXCEPTIONS: A. Rights or claims of parties in possession, or claiming possession, not shown by the Public Records. B. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete survey of the land. C. Easements, prescriptive rights, rights of way, liens or encumbrances, or claims thereof not disclosed by the Public Records. D. Any lien, or right to a lien, for contributions to the employee benefit funds, of for state workers compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the Public Records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the Public Records. F. Any lien for service, installation, connection, maintenance, tap, capacity or construction or similar charges for sewer, water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown by the Public Records. G. Unpatented mining claims, and all rights relating thereto. H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. 1. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims or title to water. K. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the Effective Date but prior to the date the Proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. Tliis page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Noticl=; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B. Part 1-Requirements; Schedule B, Part ll-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (08/01/2016) Prillled 12.14.18 @ 10:03 AM Page 8 WA-CT-FNSE-02150.622476-SPS-1-18-0140449-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140449-06 SCHEDULE B, PART II EXCEPTIONS (continued) SPECIAL EXCEPTIONS: Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: United States of America Purpose: Electric transmission line and telephone and telegraph lines Recording Date: January 6, 1941 Recording No.: 3139642 Affects: Portion of said premises and other property 2. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: United States of America Purpose: Electric transmission lines Recording Date January 23, 1943 Recording No.: 3288633 Affects: Portion of said premises and other property 3. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: United States of America Purpose: Electric power transmission structures and lines Recording Date: December 4, 1958 Recording No.: 4972636 Affects: Portion of said premises and other property 4. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Puget Sound Power & Light Company Purpose: Electric transmission and/or distribution line Recording Date: December 16, 1963 Recording No.: 5676589 Affects: As now staked or as may be relocated by mutual consent This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part ll-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMER CAN Copyright American Land Title Association. All rights reserved. .A,„I rl"i The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as - • of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (08/01/2016) PliwcO. 12.14.18 @ 10:03 AM Page 9 WA-CT-FNSE-02150.622476-SPS-1-18-0140449-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140449-06 SCHEDULE B, PART II EXCEPTIONS (continued) Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Olympic Pipeline Company, a Delaware corporation Purpose: Pipeline for transmission of oil and gas and the products thereof, water or any other fluid substance Recording Date: October 14, 1964 Recording No.: 5798777 Affects: Along the existing Bonneville Power line easement 6. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Washington Natural Gas Company Purpose: Gas pipeline or pipelines Recording Date: July 28, 1966 Recording No.: 6061463 Affects: Said premises and other property 7. Terms and conditions of the Easement granted over adjacent property: Recorded: June 19, 1987 Recording No.: 8706190483 8. Easement(s) for the purpose(s) shown below and rights incidental thereto as reserved in a document; Reserved by: Lowell R. Henderson, a single person Purpose: Maintaining and repairing a water pipeline Recording Date: December 8, 1993 Recording No.: 9312081374 Affects: The east 4 feet of said premises 9. Reservations and exceptions contained in the deed Grantor: Northern Pacific Railroad Company Recording No.: 285817 Reserving and excepting from said Lands so much or such portions thereof as are or may be mineral lands or contain coal or iron, and also the use and the right and title to the use of such surface ground as may be necessary for ground operations and the right of access to such reserved and excepted mineral lands, including lands containing coal or iron, for the purpose of exploring, developing and working the land. The Company makes no representations about the present ownership of these reserved and excepted interests This page is only a part of a 201E ALTA Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions: Schedule A; Schedule S, Part I -Requirements; Schedule 8, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AM RICAN Copyright American Land Title Association. All rights reserved. L"-N D "'« The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as w of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Ccurirnl'ment for Title Insurance w•WA Mod (08101/2016) Printed: 12.14.18 @ 10:03 AM Page 10 WA-CT-FNSE-02150.622476-SPS-1-18-0140449-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140449-06 10. 11 12 13 14. SCHEDULE B, PART II EXCEPTIONS (continued) Reservation of all coal, oil, gas and mineral rights, and rights to explore for the same contained in the deed Grantor: Weyerhaeuser Timber Co., a Washington corporation Recording Date: March 22, 1922 Recording No.: 1599786 Note: Said deed provides for just and reasonable compensation for any injury to the surface of said Land in exercising their rights. Condemnation of access to State Highway Number 1-5 and of light, view and air by Decree in favor of the State of Washington: Superior Case Cause Number: 535119 County: King Date Entered: August 21, 1959 Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof; Indian treaty or aboriginal rights. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: Tax Account Number: Levy Code: Assessed Value -Land: Assessed Value -Improvements General and Special Taxes 2018 092104-9187-08 3490 $910,400.00 $163,900.00 Billed: $16,292.49 Paid: $16,292.49 Unpaid: $0.00 Property taxes, which are a lien not yet due and payable, including any assessments collected with taxes to be levied for the year 2019. This page is only a part of a 2016 ALTAO Commitment for Title Insurance issued by Chicago Title Insurance Company, This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions: Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. ri AM ERICAN Copyright American Land Title Association. All rights reserved. I ^vI) JILI The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as -7Vc of the date of use. All other uses are prohibited. RFprinfed under license from the American Land Title Association- ALTA Commitment for Title Insurance a-W n %1Gd (08/01/2016) Printed. 12.14.18 @ 10:03 AM Page 11 WA-CT-FNSE-02150.622476-SPS-1-18-0140449-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140449-06 SCHEDULE B, PART II EXCEPTIONS (continued) 15. The search did not disclose any open mortgages or deeds of trust of record, therefore the Company reserves the right to require further evidence to confirm that the property is unencumbered, and further reserves the right to make additional requirements or add additional items or exceptions upon receipt of the requested evidence. 16. Any unrecorded leaseholds, right of vendors and holders of security interests on personal property installed upon the Land and rights of tenants to remove trade fixtures at the expiration of the terms. END OF SCHEDULE B, PART II This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice, the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions, and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Cornriiilr:ient for Title Insurance w•WA Mod (08/01/2016) Printed: 12.14.18 Q 10:03 AM Page 12 WA-CT-FNSE-02150.622476-SPS-1-18-0140449-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140449-06 COMMITMENT CONDITIONS 1. DEFINITIONS (a) "Knowledge" or "Known": Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land": The land described in Schedule A and affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A, not any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) "Mortgage": A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law. (d) "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (e) "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. (f) "Proposed Policy Amount": Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (g) "Public Records": Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (h) "Title": The estate or interest described in Schedule A. 2. If all of the Schedule B, Part I -Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy; (c) the Commitment Conditions; (d) Schedule A; (e) Schedule B, Part I -Requirements; (f) Schedule B, Part II -Exceptions; and (g) a counter -signature by the Company or its issuing agent that may be in electronic form. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY (a) The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: (i) comply with the Schedule B, Part I -Requirements; (it) eliminate, with the Company's written consent, any Schedule B, Part II -Exceptions; or (iii) acquire the Title or create the Mortgage covered by this Commitment. The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing, The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Conditions 5(a)(1) through 5(a)(iii) or the Proposed Policy Amount. The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless Part I -Requirements have been met to the satisfaction of the Company. (g) In any event, the Company's liability is limited by the terms and provisions of the Policy. 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. all of the Schedule B, This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AM ERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod t0810112016) Printed: 12.14.18 Q 10:03 AM Page 13 WA-CT-FNSE-02150.622476-SPS-1-18-0140449-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140449-06 (continued) (c) Until the Policy is issued, this Commitment, as last revised. Is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (d) The deletion or modification of any Schedule B, Part II -Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (e) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (f) When the Policy is issued, all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. 8. PRO -FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro -forma policy illustraling the coverage that the Company may provide. A pro -forma policy neither reflects the status of Title at the time that the pro -forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. END OF CONDITIONS This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice, the Commitment to Issue Poiicyy the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule B, Part II -Exceptions, and a counter -signature by the Company or its issuing agent that may be in electronic form. s� AM ERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as - of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA ComaliTmeni for Title Insurance w•'vIJA Mod (08/0112016) Printed: 12.14.18 @ 10:03 AM Page 14 WA-CT-FNSE-02150.622476-SPS-1-18.0140449-06 RECORDING REQUIREMENTS Effective January 1, 1997, document format and content requirements have been imposed by Washington Law. Failure to comply with the following requirements may result in rejection of the document by the county recorder or imposition of a $50.00 surcharge. First oage or cover sheet: 3" top margin containing nothing except the return address. 1" side and bottom margins containing no markings or seals. Title(s) of documents. Recording no. of any assigned, released or referenced document(s). Grantors names (and page no. where additional names can be found). Grantees names (and page no. where additional names can be found). Abbreviated legal description (Lot, Block, Plat Name or Section, Township, Range and Quarter, Quarter Section for unplatted). Said abbreviated legal description is not a substitute for a complete legal description which must also appear in the body of the document. Assessor's tax parcel number(s). Return address (in top 3" margin). **A cover sheet can be attached containing the above format and data if the first page does not contain all required data. Additional Pages: 1" top, side and bottom margins containing no markings or seals. All Pages: No stapled or taped attachments. Each attachment must be a separate page. All notary and other pressure seals must be smudged for visibility. Font size of 8 points or larger. Recording Requirements Printed: 12.14.18 @ 10:03 AM by JZ WA00000924.doc / Updated: 02.13.18 Page 15--0140449-06 �I RE SAFE Inquire before you wire! WIRE FRAUD ALERT This Notice is not intended to provide legal or professional advice. If you have any questions, please consult with a lawyer. All parties to a real estate transaction are targets for wire fraud and many have lost hundreds of thousands of dollars because they simply relied on the wire instructions received via email, without further verification. If funds are to be wired in conjunction with this real estate transaction, we strongly recommend verbal verification of wire instructions through a known, trusted phone number prior to sending funds. In addition, the following non-exclusive self-protection strategies are recommended to minimize exposure to possible wire fraud. • NEVER RELY on emails purporting to change wire instructions. Parties to a transaction rarely change wire instructions in the course of a transaction. ALWAYS VERIFY wire instructions, specifically the ABA routing number and account number, by calling the party who sent the instructions to you. DO NOT use the phone number provided in the email containing the instructions, use phone numbers you have called before or can otherwise verify. Obtain the number of relevant parties to the transaction as soon as an escrow account is opened. DO NOT send an email to verify as the email address may be incorrect or the email may be intercepted by the fraudster. • USE COMPLEX EMAIL PASSWORDS that employ a combination of mixed case, numbers, and symbols. Make your passwords greater than eight (8) characters. Also, change your password often and do NOT reuse the same password for other online accounts. USE MULTI -FACTOR AUTHENTICATION for email accounts. Your email provider or IT staff may have specific instructions on how to implement this feature. For more information on wire -fraud scams or to report an incident, please refer to the following links: Federal Bureau of Investigation: http://www. fbi. gov Internet Crime Complain Center: hit,D://www.ic3.gov Wire Fraud Alert Page 16 Original Effective Date: 5/11/2017 Current Version Date: 5/11/2017 0140449-06 - W IRE0016 (DSI Rev. 12/07/17) TM and © Fidelity National Financial, Inc. and/or an affiliate. All rights reserved FIDELITY NATIONAL FINANCIAL PRIVACY NOTICE Revised May 1, 2018 Fidelity National Financial, Inc. and its majority -owned subsidiary companies (collectively, "FNF", "our," or "we") respect and are committed to protecting your privacy. This Privacy Notice explains how we collect, use, and protect personal information, when and to whom we disclose such information, and the choices you have about the use and disclosure of that information. Types of Information Collected We may collect two types of information from you: Personal Information and Browsing Information. Personal Information. FNF may collect the following categories of Personal Information: • contact information (e.g., name, address, phone number, email address); • demographic information (e.g., date of birth, gender, marital status); • identity information (e.g. Social Security Number, driver's license, passport, or other government ID number); • financial account information (e.g. loan or bank account information); and • other personal information necessary to provide products or services to you. Browsing_ Information. FNF may automatically collect the following types of Browsing Information when you access an FNF website, online service, or application (each an "FNF Website") from your Internet browser, computer, and/or mobile device: • Internet Protocol (IP) address and operating system; • browser version, language, and type; • domain name system requests; and • browsing history on the FNF Website, such as date and time of your visit to the FNF Website and visits to the pages within the FNF Website. How Personal Information is Collected We may collect Personal Information about you from: • information we receive from you on applications or other forms; • information about your transactions with FNF, our affiliates, or others; and • information we receive from consumer reporting agencies and/or governmental entities, either directly from these entities or through others. How Browsina Information is Collected If you visit or use an FNF Website, Browsing Information may be collected during your visit. Like most websites, our servers automatically log each visitor to the FNF Website and may collect the Browsing Information described above. We use Browsing Information for system administration, troubleshooting, fraud investigation, and to improve our websites. Browsing Information generally does not reveal anything personal about you, though if you have created a user account for an FNF Website and are logged into that account, the FNF Website may be able to link certain browsing activity to your user account. Other Online Specifics Cookies. When you visit an FNF Website, a "cookie" may be sent to your computer. A cookie is a small piece of data that is sent to your Internet browser from a web server and stored on your computer's hard drive. Information gathered using cookies helps us improve your user experience. For example, a cookie can help the website load properly or can customize the display page based on your browser type and user preferences. You can choose whether or not to accept cookies by changing your Internet browser settings. Be aware that doing so may impair or limit some functionality of the FNF Website. Web Beacons. We use web beacons to determine when and how many times a page has been viewed. This information is used to improve our websites. Do Not Track. Currently our FNF Websites do not respond to "Do Not Track" features enabled through your browser. Links to Other Sites. FNF Websites may contain links to other websites. FNF is not responsible for the privacy practices or the content of any of those other websites. We advise you to read the privacy policy of every website you visit. Privacy Statement Printed: 12.14.18 @ 10:03 AM by JZ WA00000924.doc / Updated: 02.13.18 Page 17—0140449-06 Use of Personal Information FNF uses Personal Information for three main purposes: • To provide products and services to you or in connection with a transaction involving you. • To improve our products and services. • To communicate with you about our, our affiliates', and third parties' products and services, jointly or independently. When Information Is Disclosed We may make disclosures of your Personal Information and Browsing Information in the following circumstances: • to enable us to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure; • to nonaffiliated service providers who provide or perform services or functions on our behalf and who agree to use the information only to provide such services or functions; • to nonaffiliated third party service providers with whom we perform joint marketing, pursuant to an agreement with them to jointly market financial products or services to you; • to law enforcement or authorities in connection with an investigation, or in response to a subpoena or court order; or • in the good -faith belief that such disclosure is necessary to comply with legal process or applicable laws, or to protect the rights, property, or safety of FNF, its customers, or the public. The law does not require your prior authorization and does not allow you to restrict the disclosures described above. Additionally, we may disclose your information to third parties for whom you have given us authorization or consent to make such disclosure. We do not otherwise share your Personal Information or Browsing Information with nonaffiliated third parties, except as required or permitted by law. We reserve the right to transfer your Personal Information, Browsing Information, and any other information, in connection with the sale or other disposition of all or part of the FNF business and/or assets, or in the event of bankruptcy, reorganization, insolvency, receivership, or an assignment for the benefit of creditors. By submitting Personal Information and/or Browsing Information to FNF, you expressly agree and consent to the use and/or transfer of the foregoing information in connection with any of the above described proceedings. Please see "Choices With Your Information" to learn the disclosures you can restrict. Security of Your Information We maintain physical, electronic, and procedural safeguards to guard your Personal Information. We limit access to nonpublic personal information about you to employees who need to know that information to do their job. When we provide Personal Information to others as discussed in this Privacy Notice, we expect that they process such information in compliance with our Privacy Notice and in compliance with applicable privacy laws. Choices With Your Information If you do not want FNF to share your information with our affiliates to directly market to you, you may send an "opt out" request by email, phone, or physical mail as directed at the end of this Privacy Notice. We do not share your Personal Information with nonaffiliates for their use to direct market to you. Whether you submit Personal Information or Browsing Information to FNF is entirely up to you. If you decide not to submit Personal Information or Browsing Information, FNF may not be able to provide certain services or products to you. For California Residents: We will not share your Personal Information or Browsing Information with nonaffiliated third parties, except as permitted by California law. For Nevada Residents: You may be placed on our internal Do Not Call List by calling (888) 934-3354 or by contacting us via the information set forth at the end of this Privacy Notice. Nevada law requires that we also provide you with the following contact information: Bureau of Consumer Protection, Office of the Nevada Attorney General, 555 E. Washington St., Suite 3900, Las Vegas, NV 89101; Phone number: (702) 486-3132; email: BCPINFO@ag.state.nv.us. J For Oregon Residents: We will not share your Personal Information or Browsing Information with nonaffiliated third parties for marketing purposes, except after you have been informed by us of such sharing and had an Jopportunity to indicate that you do not want a disclosure made for marketing purposes. `j Privacy Statement Printed: 12.14.18 @ 10:03 AM by JZ WA00000924.doc / Updated: 02.13.18 Page 18—0140449-06 For Vermont Residents: We will not disclose information about you creditworthiness to our affiliates and will not disclose your personal information, financial information, credit report, or health information to nonaffiliated third parties to market to you, other than as permitted by Vermont law, unless you authorize us to make those disclosures. Information From Children The FNF Websites are meant for adults and are not intended or designed to attract persons under the age of eighteen (18). We do not collect Personal Information from any person that we know to be under the age of thirteen (13) without permission from a parent or guardian. International Users FNF's headquarters is located within the United States. If you reside outside the United States and choose to provide Personal Information or Browsing Information to us, please note that we may transfer that information outside of your country of residence for any of the purposes described in this Privacy Notice. By providing FNF with your Personal Information and/or Browsing Information, you consent to our collection, transfer, and use of such information in accordance with this Privacy Notice. FNF Website Services for Mortgage Loans Certain FNF companies provide services to mortgage loan servicers, including hosting websites that collect customer information on behalf of mortgage loan servicers (the "Service Websites"). The Service Websites may contain links to both this Privacy Notice and the mortgage loan servicer or lender's privacy notice. The sections of this Privacy Notice titled When Information is Disclosed, Choices with Your Information, and Accessing and Correcting Information do not apply to the Service Websites. The mortgage loan servicer or lender's privacy notice governs use, disclosure, and access to your Personal Information. FNF does not share Personal Information collected through the Service Websites, except (1) as required or authorized by contract with the mortgage loan servicer or lender, or (2) as required by law or in the good -faith belief that such disclosure is necessary to comply with a legal process or applicable law, to enforce this Privacy Notice, or to protect the rights, property, or safety of FNF or the public. Your Consent To This Privar- vNotice; Notice Chang es By submitting Personal Information and/or Browsing Information to FNF, you consent to the collection and use of the information in accordance with this Privacy Notice. We may change this Privacy Notice at any time. The revised Privacy Notice, showing the new revision date, will be posted on the FNF Website. Each time you provide information to us following any amendment of this Privacy Notice, your provision of information to us will signify your assent to and acceptance of the terms of the revised Privacy Notice for all previously collected information and information collected from you in the future. We may use comments, information or feedback that you submit to us in any manner that we may choose without notice or compensation to you. Accessing and Correcting Information,• Contact Us If you have questions, would like to access or correct your Personal Information, or want to opt -out of information sharing for affiliate marketing, send your requests via email to privacy .fnf.com, by phone to (888) 934-3354, or by mail to: Fidelity National Financial, Inc. 601 Riverside Avenue, Jacksonville, Florida 32204 Attn: Chief Privacy Officer Privacy Statement Printed: 12.14.18 @ 10:03 AM by JZ WA00000924.doc / Updated: 02.13.18 Page 19--0140449-06 CHICAGO TITLE COMPANY OF WASHINGTON Order No.: 0140449-06 Property: 3014 S 320th St Federal Way, WA 98003 701 5th Avenue, Suite 2700 Seattle, WA 98104 Phone: (206)628-5610 / Fax: (206)628-9717 SELLER(S) Squak Peak Properties LLC BUYER/BORROWER(S) TBD and TBD LISTING AGENT Dave Nelson Real Estate Main Contact: David Larry Nelson 6124 State Route 530 NE Phone: (425)319-3100 Arlington, WA 98223 Email: dave.dnre@gmail.com Phone: (425)319-3100 Contact: Michelle Nelson Fax: Phone: (425)319-3100 Email: michele.dnre@gmail.com ESCROW Chicago Title 3002 Colby Avenue, Suite 200 Everett, WA 98201 Main Contact: Lorrie Thompson Phone: (425)745-2206 Email: lorrie.thompson@ctt.com Phone: (425)258-3683 Fax: Thank You for specifying Chicago Title Company of Washington Your transaction is important to us. Commitment Distribution Letter Printed: 12.14.18 @ 10:03 AM by JZ WA00000924.doc / Updated: 02.13.18 Page 20—0140449-06 m _ ASP �rr 1 ' :/215465 5 !G This map/plat is being furnished as an aid in locating the herein described land in relation to adjoining streets, natural boundaries and other land, and is not a survey of the land depicted. Except to the extent a policy of title insurance is expressly modified by endorsement, if any, the company does not insure dimensions, distances, location of easements, acreage or other matters shown thereon. geoAdvantage ALTA COMMITMENT FOR TITLE INSURANCE Issued By agent: CHICAGO TITLE COMPANY OF WASHINGTON OO NOTICE Commitment Number: 0140452-06 IMPORTANT - READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and the Commitment Conditions, Chicago Title Insurance Company, a Florida corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I -Requirements have not been met within one hundred eighty (180) days after the Commitment Date, this Commitment terminates and the Company's liability and obligation end. Countersigned By: s�sx� Authorized Officer or Agent Chicago Title Insurance Company By: Attest: Ll= President Secretary This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICI Copyright American Land Title Association. All rights reserved. LAND T'T' ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA ComnAment for Title Insurance w-WA Mod (08/01/2016) Primed- 12.18.18 @ 03:01 PM Page 1 WA-CT-FNSE-02150.622476-SPS-1-18.0140452-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140452-06 ISSUING OFFICE Title Officer: Commercial Unit Chicago Title Company of Washington 701 5th Avenue, Suite 2700 Seattle, WA 98104 Main Phone: (206)628-5610 Email: WA-Commercial@ctt.com FOR SETTLEMENT INQUIRIES, CONTACT: Escrow Officer: Lorrie Thompson Chicago Title 3002 Colby Avenue, Suite 200 Everett, WA 98201 Phone: (425)745-2206 Main Phone: (425)258-3683 Email: lorrie.thompson ftctt.com SCHEDULE A 1. Commitment Date: December 12, 2018 at 08:00 AM 2. Policy to be issued: (a) ALTA Owner's Policy 2006 Proposed Insured: Purchaser with contractual rights under a purchase agreement with the vested owner identified at Item 4 below Proposed Policy Amount: $1,725,000.00 Premium: $ 2,898.00 Tax: $ 292.70 Rate: Standard Total: $ 3,190.70 3. The estate or interest in the Land described or referred to in this Commitment is: Fee Simple 4. The Title is, at the Commitment Date, vested in: Rand Group LLC which ac wired title as Rand GroupLLC a Washington limited liability company 5. The Land is described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF END OF SCHEDULE A This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title irisuranee w-WA Mod (08/0112016) Printed: 12.18,18 @ 0101 PM Page 2 WA-CT-FNSE-02150.622476-SPS-1-18-0140452-D6 EXHIBIT "A" Legal Description Parcel A: That portion of the South 3/4 of the Southeast quarter of the Southeast quarter of Section 9, Township 21 North, Range 4 East, Willamette Meridian, in King County, Washington, lying Easterly of the Easterly margin of Primary State Highway No. 1 as condemned by Judgment and Decree of Appropriation entered August 21, 1959, under King County Superior Court Cause No. 535119; Except the East half of the Southeast quarter of the Southeast quarter of the Southeast quarter of said Section 9; and Except the Southwest quarter of the Southeast quarter of the Southeast quarter of the Southeast quarter of said Sectoin 9; Except County Roads. Parcel B: The West quarter of the. Southwest quarter of the Southeast quarter of the Southeast quarter of the Southeast quarter of Section 9, Township 21 North, Range 4 East, Willamette Meridian, in King County, Washington, lying Northerly and Easterly of the North and East margins of Primary State Highway No. 1 as condemned by Judgment and Decree of Appropriation entered August 21, 1959, under King County Superior Court Cause No. 535119; and Except the South 50 feet thereof for County Road. Situate in the County of King, State of Washington. This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part II -Exceptions; a counter -signature by the Company or its issuing agent that may be in electronic form. s� AMERICAN Copyright American Land Title Association. All rights reserved. 1 A.N-11 1, I 1 ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. X-- ALTA commitment for Title Insurance w•WA Mod (08/01/2016) Printed: 12.18.15 @ 03:01 PM Page 3 WA-CT-FNSE-02150.622476-SPS-1-18-0140452-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140452-06 SCHEDULE B, PART I REQUIREMENTS All of the following Requirements must be met: 1. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 5. Additional requirements and/or exceptions may be added as details of the transaction are disclosed to, or become known by the Company. 6. Payment of the real estate excise tax, if required. The Land is situated within the boundaries of local taxing authority of Unincorporated King County. Present rate of real estate excise tax as of the date herein is 1.78 percent. Any conveyance document must be accompanied by the official Washington State Excise Tax Affidavit. The applicable excise tax must be paid and the affidavit approved at the time of the recording of the conveyance documents. (NOTE: Real Estate Excise Tax Affidavits must be printed as legal size forms). An additional $5.00 Electronic Technology Fee must be included in all excise tax payments. If the transaction is exempt, an additional $5.00 Affidavit Processing Fee is required. This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as . ,❑� of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Tille Insurance w-WA Mod (08/01/2016) Printed: 12.18.18 Q 03:01 PM Page 4 WA-CT-FNSE-02150.622476-SPS-1-18-0140452-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140452-06 SCHEDULE B, PART I REQUIREMENTS (continued) 7. The Company will require the following documents for review prior to the issuance of any title insurance predicated upon a conveyance or encumbrance from the entity named below. Limited Liability Company: Rand Group LLC a. A copy of its operating agreement, if any, and any and all amendments, supplements and/or modifications thereto, certified by the appropriate manager or member. b. If a domestic Limited Liability Company, a copy of its Articles of Organization and all amendment thereto with the appropriate filing stamps. c. If the Limited Liability Company is member -managed a full and complete current list of members certified by the appropriate manager or member. d. A current dated certificate of good standing from the proper governmental authority of the state in which the entity was created e. If less than all members, or managers, as appropriate, will be executing the closing documents, furnish evidence of the authority of those signing. The Company reserves the right to add additional items or make further requirements after review of the requested documentation. 8. For each policy to be issued as identified in Schedule A, Item 2; the Company shall not be liable under this commitment until it receives a designation for a Proposed Insured, acceptable to the Company. As provided in Commitment Condition 4, the Company may amend this commitment to add, among other things, additional exceptions or requirements after the designation of the Proposed Insured. 9. Your application for title insurance was placed by reference to only a street address or tax identification number. Based on our records, we believe that the legal description in this report covers the parcel(s) of Land that you requested. If the legal description is incorrect, the seller/borrower must notify the Company and/or the settlement company in order to prevent errors and to be certain that the correct parcel(s) of Land will appear on any documents to be recorded in connection with this transaction and on the policy of title insurance. END OF REQUIREMENTS NOTES The following matters will not be listed as Special Exceptions in Schedule B of the policy. There will be no coverage for loss arising by reason of the matters listed below because these matters are either excepted or excluded from coverage or are not matters covered under the insuring provisions of the policy. Note A: Notice: Please be aware that due to the conflict between federal and state laws concerning the cultivation, distribution, manufacture or sale of marijuana, the Company is not able to close or insure any transaction involving Land that is associated with these activities. This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions, Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. s AM ERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Cnrrmltment for Title Insurance w-WA Mod (08/0112016) Printed: 12.18.18 @ 03:01 PM Page 5 WA-CT-FNSE-02150.622476-SPS-1-18-0140452-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140452-06 SCHEDULE B, PART I REQUIREMENTS (continued) Note B: Note: FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: Ptns of the Southeast quarter of the Southeast quarter of Section 9-21 N-4E. Tax Account Nos.: 092104-9139-07 and 092104-9316-02 Note C: Note: The Public Records indicate that the address of the improvement located on said Land is as follows: 3001 S 320th St Auburn, WA 98003 Note D: Note: This map/plat is being furnished as an aid in locating the herein described Land in relation to adjoining streets, natural boundaries and other land. Except to the extent a policy of title insurance is expressly modified by endorsement, if any, the Company does not insure dimensions, distances or acreage shown thereon. END OF NOTES END OF SCHEDULE B, PART I This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule 6, Pad 1-Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AM ERICAN Copyright American Land Title Association. All rights reserved. L"p nTu H%'Ix110M The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (0810112016) Prinled. 12.18.18 @ 03:01 PM Page 6 WA-CT-FNSE-02150.622476-SPS-1-18-0140452-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140452-06 SCHEDULE B, PART II EXCEPTIONS THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: GENERAL EXCEPTIONS A. Rights or claims of parties in possession, or claiming possession, not shown by the Public Records. B. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. C. Easements, prescriptive rights, rights -of -way, liens or encumbrances, or claims thereof, not shown by the Public Records. D. Any lien, or right to alien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the Public Records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the Public Records. F. Any lien for service, installation, connection, maintenance, tap, capacity, or construction or similar charges for sewer, water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown by the Public Records. G. Unpatented mining claims, and all rights relating thereto. H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. I. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims or title to water. K. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attaches, or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part I —Requirements are met. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions, Schedule A; Schedule 8, Part I -Requirements; Schedule 8, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AM ERICAN Copyright American Land Title Association. All rights reserved. .ANf7_TI1I The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as -: of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (0810112016) tainted: 12.18.18 @ 03:01 PM Page 7 WA-CT-FNSE-02150.622476-SPS-1-18-0140452-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140452-06 SCHEDULE B, PART II EXCEPTIONS (continued) SPECIAL EXCEPTIONS Reservations and exceptions contained in the deed Grantor: Northern Pacific Railroad Company Recordin No.: 285817 Reserving and excepting from said Lands so much or such portions thereof as are or may be mineral lands or contain coal or iron, and also the use and the right and title to the use of such surface ground as may be necessary for ground operations and the right of access to such reserved and excepted mineral lands, including lands containing coal or iron, for the purpose of exploring, developing and working the land. The Company makes no representations about the present ownership of these reserved and excepted interests. 2. Reservation of all coal, oil, gas and mineral rights, and rights to explore for the same contained in the deed Grantor: Weyerhaeuser Timber Co., a Washington corporation Recording Date: March 22, 1922 Recording No.: 1599786 Note: Said deed provides for just and reasonable compensation for any injury to the surface of said Land in exercising their rights. 3. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: United States of America Purpose: Electric transmission line(s) and telephone and telegraph line(s) Recording Date: January 6, 1941 Recording No.: 3139642 Affects: A Southeasterly portion of said premises and other property 4. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: United States of America Purpose: Electric transmission line(s) and telephone and telegraph line(s) Recording Date. January 23, 1943 Recording No.: 3288633 Affects: A Southeasterly portion of said premises and other property This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AM ERICAN Copyright American Land Title Association. All rights reserved. LANOT1TLL ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (08101/2016) Printed- 12.18.18 @ 03:01 PM Page 8 WA-CT-FNSE-02150.622476-SPS-1-18-0140452-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140452-06 SCHEDULE B, PART II EXCEPTIONS (continued) 5. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: United States of America Purpose: Electric power transmission structures and line(s) Recording Date: December 4, 1958 Recordina No.: 4972636 Affects: A Southeasterly portion of said premises and other property 6. Condemnation of access to State Highway Number 1 (SR 5) and of light, view and air by Decree in favor of the State of Washington: Superior Case Cause Number: 535119 County: King Date Entered: August 21, 1959 7. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Puget Sound Power & Light Company Purpose: Electric transmission and/or distribution line(s) and appurtenances Recording Date: December 16, 1963 Recordina No.: 5676589 Affects: A portion of Parcel B and other property Note: The description contained in the above instrument is not sufficient to determine its exact location within the property herein described. 8. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Puget Sound Power & Light Company, a Washington corporation Purpose: Electric transmission and/or distribution line(s) and appurtenances Recording Date: December 16, 1963 Recordina No.: 5676590 Affects: A portion of Parcel A Note: The description contained in the above instrument is not sufficient to determine its exact location within the property herein described. This page is only a part of a 2016 ALTA@ Commitment for Title insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part il-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title II1SU:Zif1C w-WA Mod (08/01R016) Printed: 12.18.18 @ 03:01 PM Page 9 WA-CT-FNSE-02150.622476-SPS-1-18-0140452-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140452-06 SCHEDULE B, PART II EXCEPTIONS (continued) 9. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Washington Natural Gas Company Purpose: Gas pipeline or pipelines Recording Date: July 28, 1966 Recording No.: 6061458 Affects: A portion of Parcel A Note: The description contained in the above instrument is not sufficient to determine its exact location within the property herein described. 10. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Washington Natural Gas Company Purpose: Gas pipeline or pipelines Recording Date: July 28, 1966 Recording No.: 6061463 Affects: A portion of Parcel B Note: The description contained in the above instrument is not sufficient to determine its exact location within the property herein described. 11. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in or disclosed by a document: Purpose: Ingress, egress and utilities Recording Date: June 19, 1987 Recording No.: 8706190483 Affects: Portion(s) of Parcel B of said premises and other property as described in document 12. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: GTE Wireless of the Pacific Incorporated Purpose: Installation, operation and maintenance of electrical and telephone utilities and for pedestrian and vehicular ingress and egress necessary thereto Recording Date: March 30, 1998 Recording No.: 9803302191 Affects: A portion of said premises as described and delineated in document Note: The description contained in the above instrument is not sufficient to determine its exact location within the property herein described. This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part 11-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Tine fr,suranrr: w-WA Mod (0810112016) Printed: 12.18,18 @ 03:01 PM Page 10 WA-CT-FNSE-02150.622476-SPS-1-18-0140452-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140452-06 SCHEDULE B, PART II EXCEPTIONS (continued) 13. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Western PCS BTA I Corporation, a Washington corporation Purpose: Installation, operation and maintenance of electrical and telephone utilities and for pedestrian and vehicular ingress and egress necessary thereto Recording Date: January 15, 1999 Recording No.: 9901150887 Affects: A portion of said premises as described and delineated in document Note: The description contained in the above instrument is not sufficient to determine its exact location within the property herein described. 14. Covenants, conditions and restrictions but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, source of income, gender, gender identity, gender expression, medical condition or genetic information, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth in or disclosed by the document entitled "Sensitive Area Notice" Recording Date: March 29, 2000 Recording No.. 20000329000552 15. Any rights, interests, or claims which may exist or arise by reason of the following matters disclosed by survey, Recording Date: December 15, 1998 Recording No.: 9812159002 Matters shown: A) Fences locations do not conform to Northerly and Westerly property boundaries of said premises. B) Access to structures on said premises is located over portions of Southerly adjoiner. 16. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes, statements, and other matters, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on site survey: Recordin No: 19991207900026 17. Terms and conditions of notices of charges by water, sewer and/or storm and surface water utilities, recorded under recording nos. 8705181420 and 8905120210. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements, Schedule B, Part ll-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. Sri AMERICAN Copyright American Land Title Association. All rights reserved. LANDTITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (0810112016) Printed: 12.18,18 Q 03:01 PM Page 11 WA-CT-FNSE-02150.62247"PS-1-18-0140452-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140452-06 SCHEDULE B, PART II EXCEPTIONS (continued) 18. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2018 Tax Account No.: 092104-9139-07 Levy Code: 3490 Assessed Value -Land: $850,500.00 Assessed Value -Improvements: $0.00 General and Special Taxes: Billed: $12,951.07 Paid: $12,951.07 Unpaid: $0.00 Affects: Parcel A 19. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2018 Tax Account No.: 092104-9316-02 Levy Code: 3490 Assessed Value -Land: $154,700.00 Assessed Value -Improvements: $0.00 General and Special Taxes: Billed: $2,561.01 Paid: $2,561.01 Unpaid: $0.00 Affects: Parcel B 20. Property taxes, which are a lien not yet due and payable, including any assessments collected with taxes to be levied for the year 2019. 21. Title is deraigned under deed from Kathie L. Marquardt, Successor Trustee of The Lowell Henderson Trust and Kathie L. Marquardt, Personal representative of The Estate of Arthur P. Henderson, under King County Cause No. 02-4-01455-8, recorded May 19, 2017, under recording number 20170519001165. The following matters shown in paragraph(s) 22 must be considered. This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule 8, Part 11-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AM ERICAN tttttttttttCAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (08/01/2016) Printed! 12.18.18 @ 03:01 PM Page 12 WA-CT-FNSE-02150.622476-SPS-1-18-0140452-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140452-06 SCHEDULE B, PART II EXCEPTIONS (continued) 22. Judgment Imposing Section 506(C) Surcharge entered in the United States Bankruptcy Court Case No. 04-16016: In the amount of: $155,968.26 Against: Lowell Henderson, Trustee of the Lowell Henderson Trust, and successors, et al In favor of: Perry A. Stacks, Plan Trustee for All American Homes, LLC Date Entered: November 29, 2012 Adversary Case No.: 12-01768 Recorded: December 5, 2012 Recording No.: 20121206001243 23. The search did not disclose any open mortgages or deeds of trust of record, therefore the Company reserves the right to require further evidence to confirm that the property is unencumbered, and further reserves the right to make additional requirements or add additional items or exceptions upon receipt of the requested evidence. 24. Any unrecorded leaseholds, right of vendors and holders of security interests on personal property installed upon the Land and rights of tenants to remove trade fixtures at the expiration of the terms. 25. The deed under which title is vested, recorded under recordin-g no. 20170519001165, should be amended and re -recorded to correct an error in the legal description for Parcel A. Said description should begin: "That portion of the South 3/4 of the Southeast quarter of the Southeast quarter of Section 9....1. (deleting the "extra" Southeast quarter therefrom). END OF SCHEDULE B, PART II This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part 11-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMfRICAN Copyright American Land Title Association. All rights reserved. LANDTITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA ConirmirYlent for Title Insurance w-WA Mad (08f0112016) Printed: 12.18.18 @ 03:01 PM Page 13 WA-CT-FNSE-02150.622476-SPS-1-18-0140452-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140452-06 COMMITMENT CONDITIONS DEFINITIONS (a) "Knowledge" or "Known": Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land": The land described in Schedule A and affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A. nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) "Mortgage": A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law. (d) "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (e) "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. (f) "Proposed Policy Amount": Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (g) "Public Records": Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (h) "Title": The estate or interest described in Schedule A. If all of the Schedule B, Part I -Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy; (c) the Commitment Conditions; (d) Schedule A; (e) Schedule B, Part I -Requirements; (f) Schedule B, Part II -Exceptions; and (g) a counter -signature by the Company or its issuing agent that may be in electronic form. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY (a) The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: (i) comply with the Schedule B, Part I -Requirements; (ii) eliminate, with the Company's written consent, any Schedule B, Part ll-Exceptions; or (iii) acquire the Title or create the Mortgage covered by this Commitment. (b) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (c) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (d) The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (e) The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I -Requirements have been met to the satisfaction of the Company. (g) In any event, the Company's liability is limited by the terms and provisions of the Policy. 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company, This Commitment is not valid without the Notice, the Commitment to Issue Policy; the Commitment Conditions, Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. A�ME� AMFRICAN Copyright American Land Title Association. All rights reserved. I"T T; The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association.' ALTA Commitment far Title Insurance w-WA Mod (08/01/2016) Printed: 12.18.18 @ 03:01 PM Page 14 WA-CT-FNSE-02150.622476-SPS-1-18-0140452-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140452-06 (continued) (c) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (d) The deletion or modification of any Schedule B, Part II -Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (e) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (f) When the Policy is issued, all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. 8. PRO -FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro -Forma policy illustrating the coverage that the Company may provide. A pro -forma policy neither reflects the status of Title at the time that the pro -forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. END OF CONDITIONS This page is only a part of a 2016 ALTO Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions, Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part II -Exceptions: and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICAN Copyright American Land Title Association. All rights reserved. " °'°"` The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Tilte Insurance w-WA Mod (06/0112016) Printed: 12,18.18 a@ 03:01 PM Page 15 WA-CT-FNSE-02150.622476-SPS-1-IM140452-06 RECORDING REQUIREMENTS Effective January 1, 1997, document format and content requirements have been imposed by Washington Law. Failure to comply with the following requirements may result in rejection of the document by the county recorder or imposition of a $50.00 surcharge. Hirst oage or cover sheet_ 3" top margin containing nothing except the return address. 1" side and bottom margins containing no markings or seals. Title(s) of documents. Recording no. of any assigned, released or referenced document(s). Grantors names (and page no. where additional names can be found). Grantees names (and page no. where additional names can be found). Abbreviated legal description (Lot, Block, Plat Name or Section, Township, Range and Quarter, Quarter Section for unplatted). Said abbreviated legal description is not a substitute for a complete legal description which must also appear in the body of the document. Assessor's tax parcel number(s). Return address (in top 3" margin). **A cover sheet can be attached containing the above format and data if the first page does not contain all required data. Additional Papes: 1" top, side and bottom margins containing no markings or seals. All Pages' No stapled or taped attachments. Each attachment must be a separate page. All notary and other pressure seals must be smudged for visibility. Font size of 8 points or larger. Recording Requirements Printed: 12.18.18 @ 03:01 PM by BB WA00000924.doc / Updated: 02.13.18 Page 16—0140452-06 u` k - _, Inquire before you wire! :IRE SAFE, WIRE FRAUD ALERT This Notice is not intended to provide legal or professional advice. If you have any questions, please consult with a lawyer. All parties to a real estate transaction are targets for wire fraud and many have lost hundreds of thousands of dollars because they simply relied on the wire instructions received via email, without further verification. If funds are to be wired in conjunction with this real estate transaction, we strongly recommend verbal verification of wire instructions through a known, trusted phone number prior to sending funds. In addition, the following non-exclusive self-protection strategies are recommended to minimize exposure to possible wire fraud. • NEVER RELY on emails purporting to change wire instructions. Parties to a transaction rarely change wire instructions in the course of a transaction. • ALWAYS VERIFY wire instructions, specifically the ABA routing number and account number, by calling the party who sent the instructions to you. DO NOT use the phone number provided in the email containing the instructions, use phone numbers you have called before or can otherwise verify. Obtain the number of relevant parties to the transaction as soon as an escrow account is opened. DO NOT send an email to verify as the email address may be incorrect or the email may be intercepted by the fraudster. • USE COMPLEX EMAIL PASSWORDS that employ a combination of mixed case, numbers, and symbols. Make your passwords greater than eight (8) characters. Also, change your password often and do NOT reuse the same password for other online accounts. • USE MULTI -FACTOR AUTHENTICATION for email accounts. Your email provider or IT staff may have specific instructions on how to implement this feature. For more information on wire -fraud scams or to report an incident, please refer to the following links: Federal Bureau of Investigation: http:l/www.fbi, pav Internet Crime Complain Center: http.-11wwwJc3.gov qov Wire Fraud Alert Page 17 original Effective Date: 5/11/2017 Current Version Date: 5/11/2017 0140452-06 - WIRE0016 (DSI Rev. 12107117) TM and © Fidelity National Financial, Inc. and/or an affiliate. All rights reserved FIDELITY NATIONAL FINANCIAL PRIVACY NOTICE Revised May 1, 2018 Fidelity National Financial, Inc. and its majority -owned subsidiary companies (collectively, "FNF", "our," or "we") respect and are committed to protecting your privacy. This Privacy Notice explains how we collect, use, and protect personal information, when and to whom we disclose such information, and the choices you have about the use and disclosure of that information. Types of Information Collected We may collect two types of information from you: Personal Information and Browsing Information. Personal Information. FNF may collect the following categories of Personal Information: • contact information (e.g., name, address, phone number, email address); • demographic information (e.g., date of birth, gender, marital status); • identity information (e.g. Social Security Number, driver's license, passport, or other government ID number); • financial account information (e.g. loan or bank account information); and • other personal information necessary to provide products or services to you. Browsinct Information. FNF may automatically collect the following types of Browsing Information when you access an FNF website, online service, or application (each an "FNF Website") from your Internet browser, computer, and/or mobile device: • Internet Protocol (IP) address and operating system; • browser version, language, and type; • domain name system requests; and • browsing history on the FNF Website, such as date and time of your visit to the FNF Website and visits to the pages within the FNF Website. How Personal Information is Collected We may collect Personal Information about you from: • information we receive from you on applications or other forms; • information about your transactions with FNF, our affiliates, or others; and • information we receive from consumer reporting agencies and/or governmental entities, either directly from these entities or through others. How Browsing Information is Collected If you visit or use an FNF Website, Browsing Information may be collected during your visit. Like most websites, our servers automatically log each visitor to the FNF Website and may collect the Browsing Information described above. We use Browsing Information for system administration, troubleshooting, fraud investigation, and to improve our websites. Browsing Information generally does not reveal anything personal about you, though if you have created a user account for an FNF Website and are logged into that account, the FNF Website may be able to link certain browsing activity to your user account. Other Online Specifics Cookies. When you visit an FNF Website, a "cookie" may be sent to your computer. A cookie is a small piece of data that is sent to your Internet browser from a web ser✓er and stored on your computer's hard drive. Information gathered using cookies helps us improve your user experience. For example, a cookie can help the website load properly or can customize the display page based on your browser type and user preferences. You can choose whether or not to accept cookies by changing your Internet browser settings. Be aware that doing so may impair or limit some functionality of the FNF Website. Web Beacons. We use web beacons to determine when and how many times a page has been viewed. This information is used to improve our websites. Do Not Track. Currently our FNF Websites do not respond to "Do Not Track" features enabled through your browser. Links to Other Sites. FNF Websites may contain links to other websites. FNF is not responsible for the privacy practices or the content of any of those other websites. We advise you to read the privacy policy of every website you visit. Privacy Statement Printed: 12.18.18 @ 03:02 PM by BB WA00000924.doc / Updated: 02.13.18 Page 18—0140452-06 Use of Personal Information FNF uses Personal Information for three main purposes: • To provide products and services to you or in connection with a transaction involving you. • To improve our products and services. • To communicate with you about our, our affiliates', and third parties' products and services, jointly or independently. When Information Is Disclosed We may make disclosures of your Personal Information and Browsing Information in the following circumstances: • to enable us to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure; • to nonaffiliated service providers who provide or perform services or functions on our behalf and who agree to use the information only to provide such services or functions; • to nonaffiliated third party service providers with whom we perform joint marketing, pursuant to an agreement with them to jointly market financial products or services to you; • to law enforcement or authorities in connection with an investigation, or in response to a subpoena or court order; or • in the good -faith belief that such disclosure is necessary to comply with legal process or applicable laws, or to protect the rights, property, or safety of FNF, its customers, or the public. The law does not require your prior authorization and does not allow you to restrict the disclosures described above. Additionally, we may disclose your information to third parties for whom you have given us authorization or consent to make such disclosure. We do not otherwise share your Personal Information or Browsing Information with nonaffiliated third parties, except as required or permitted by law. We reserve the right to transfer your Personal Information, Browsing Information, and any other information, in connection with the sale or other disposition of all or part of the FNF business and/or assets, or in the event of bankruptcy, reorganization, insolvency, receivership, or an assignment for the benefit of creditors. By submitting Personal Information and/or Browsing Information to FNF, you expressly agree and consent to the use and/or transfer of the foregoing information in connection with any of the above described proceedings. Please see "Choices With Your Information" to learn the disclosures you can restrict. Security of Your Information We maintain physical, electronic, and procedural safeguards to guard your Personal Information. We limit access to nonpublic personal information about you to employees who need to know that information to do their job. When we provide Personal Information to others as discussed in this Privacy Notice, we expect that they process such information in compliance with our Privacy Notice and in compliance with applicable privacy laws. Choices With Your Information If you do not want FNF to share your information with our affiliates to directly market to you, you may send an "opt out" request by email, phone, or physical mail as directed at the end of this Privacy Notice. We do not share your Personal Information with nonaffiliates for their use to direct market to you. Whether you submit Personal Information or Browsing Information to FNF is entirely up to you. If you decide not to submit Personal Information or Browsing Information, FNF may not be able to provide certain services or products to you. For California Residents: We will not share your Personal Information or Browsing Information with nonaffiliated third parties, except as permitted by California law. For Nevada Residents: You may be placed on our internal Do Not Call List by calling (888) 934-3354 or by contacting us via the information set forth at the end of this Privacy Notice. Nevada law requires that we also provide you with the following contact information: Bureau of Consumer Protection, Off ice of the Nevada Attorney General, 555 E. Washington St., Suite 3900, Las Vegas, NV 89101; Phone number: (702) 486-3132; email: BCPINFO@ag.state.nv.us. For Oregon Residents: We will not share your Personal Information or Browsing Information with nonaffiliated third parties for marketing purposes, except after you have been informed by us of such sharing and had an opportunity to indicate that you do not want a disclosure made for marketing purposes. Privacy Statement Printed: 12.18.18 @ 03:02 PM by BB WA00000924.doc / Updated: 02.13.18 Page 19—0140452-06 For Vermont Residents: We will not disclose information about you creditworthiness. to our affiliates and will not l disclose your personal information, financial information, credit report, or health information to nonaffiliated third parties to market to you, other than as permitted by Vermont law, unless you authorize us to make those disclosures. Information From Children The FNF Websites are meant for adults and are not intended or designed to attract persons under the age of eighteen (18). We do not collect Personal Information from any person that we know to be under the age of thirteen (13) without permission from a parent or guardian. International Users FNF's headquarters is located within the United States. If you reside outside the United States and choose to provide Personal Information or Browsing Information i:o us, please note that we may transfer that information outside of your country of residence for any of the purposes described in this Privacy Notice. By providing FNF with your Personal Information and/or Browsing Information, you consent to our collection, transfer, and use of such information in accordance with this Privacy Notice. FNF Website Services for Mortgage Loans Certain FNF companies provide services to mortgage loan servicers, including hosting websites that collect customer information on behalf of mortgage loan servicers (the "Service Websites"). The Service Websites may contain links to both this Privacy Notice and the mortgage loan servicer or lender's privacy notice. The sections of this Privacy Notice titled When Information is Disclosed, Choices with Your Information, and Accessing and Correcting Information do not apply to the Service Websites. The mortgage loan servicer or lender's privacy notice governs use, disclosure, and access to your Personal Information. FNF does not share Personal Information collected through the Service Websites, except (1) as required or authorized by contract with the mortgage loan servicer or lender, or (2) as required by law or in the good -faith belief that such disclosure is necessary to comply with a legal process or applicable law, to enforce this Privacy Notice, or to protect the rights, property, or safety of FNF or the public. Your Consent To This Privacy Notice; Notice Changes By submitting Personal Information and/or Browsing Information to FNF, you consent to the collection and use of the information in accordance with this Privacy Notice. We may change this Privacy Notice at any time. The revised Privacy Notice, showing the new revision date, will be posted on the FNF Website. Each time you provide information to us following any amendment of this Privacy Notice, your provision of information to us will signify your assent to and acceptance of the terms of the revised Privacy Notice for all previously collected information and information collected from you in the future. We may use comments, information or feedback that you submit to us in any manner that we may choose without notice or compensation to you. Accessina and Correctina Information; Contact Us If you have questions, would like to access or correct your Personal Information, or want to opt -out of information sharing for affiliate marketing, send your requests via email to rivac fnf.com, by phone to (888) 934-3354, or by mail to: Fidelity National Financial, Inc. 601 Riverside Avenue, Jacksonville, Florida 32204 Attn: Chief Privacy Officer Privacy Statement Printed: 12.18.18 @ 03:02 PM by BB WA00000924.doc / Updated: 02.13.18 Page 20—0140452-06 dC. L-A 3 U)U, - ti to � 9 C N P'1 V) ui u' Q� Z N M u_ c' 3JB 56 9111, e .S bi b�n't bG.h •cot lr :f S 3201th St ............... i ... .,-. .. ... _ r.. uvn �c. u - ,1.•• - a A20TH ST rT . PIr._,) o � cs:. ,].5 IcP.CE CO ..i•`• •'-. _ - nr)1-.wEL F S 320TH ST S 320th St .r 'r t' tttlri": B_U!UUi. 1 .� S. 320TH. ST. t ; �2 - 0=.-1. 5a-22o Q m _ 4 d c N 1+1 N This map has been copied from the public records and is provided solely for the purpose of assisting in locating the premises. No liabilities are assumed for inaccuracies contained herein or for i variations, if any, in dimensions, area or location of the premises i or the location of improvements ascertained by actual survey. ALTA COMMITMENT FOR TITLE INSURANCE Issued By agent: CHICAGO TITLE COMPANY OF WASHINGTON NOTICE Commitment Number: 0140450-06 IMPORTANT - READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and the Commitment Conditions, Chicago Title Insurance Company, a Florida corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I -Requirements have not been met within one hundred eighty (180) days after the Commitment Date, this Commitment terminates and the Company's liability and obligation end. Countersigned By: Authorized Officer or Agent Chicago Title Insurance Company By: Attest: A� President Secretary This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part 11-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. n 4511:lCM1K Copyright American Land Title Association. All rights reserved. mA n "T<i The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (0810112016) Printed: 12.17.18 @ 11:03 AM Page 1 WA-CT-FNSE-02150.622476-SPS-1-18-0140450-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140450-06 ISSUING OFFICE: Title Officer: Commercial Unit Chicago Title Company of Washington 701 5th Avenue, Suite 2700 Seattle, WA 98104 Main Phone: (206)628-5610 Email: WA-Commercial@ctt.com FOR SETTLEMENT INQUIRIES, CONTACT: Escrow Officer: Lorrie Thompson Chicago Title 3002 Colby Avenue, Suite 200 Everett, WA 98201 Phone: (425)745-2206 Main Phone: (425)258-3683 Email: lorrie.thompson@ctt.com SCHEDULE A 1. Commitment Date: December 12, 2018 at 08:00 AM 2. Policy to be issued: (a) ALTA Owner's Policy 2006 Proposed Insured: Purchaser with contractual rights under a purchase agreement with the vested owner identified at Item 4 below Proposed Policy Amount: $100,000.00 Premium: $ 459.00 Tax: $ 46.36 Rate: Standard Total: $ 505.36 3. The estate or interest in the Land described or referred to in this Commitment is: Fee Simple 4. The Title is, at the Commitment Date, vested in: Judy James as her se Grate estate 5. The Land is described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF END OF SCHEDULE A This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions, Schedule A; Schedule 8, Part 1-Requirements; Schedule 8, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICAN Copyright American Land Title Association. All rights reserved. ` J The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (08/01/2016) Printed: 12.17.18 @ 11:03 AM Page 2 WA-CT-FNSE-02150.622476-SPS-1-18-0140450-06 EXHIBIT "A" Legal Description THE SOUTH 90 FEET OF THAT PORTION OF THE EAST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF PRIMARY STATE HIGHWAY NO. 5 (SOUTH 320TH STREET), AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 5002386, RECORDS OF KING COUNTY, WASHINGTON. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part ll-Exceptions; a counter -signature by the Company or its issuing agent that may be in electronic form. r� AMERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as r? of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Cornmilmeni for Title Insurance w-WA Mod (0810112016) Printed: 12.17.18 @ 11:03 AM Page 3 WA-CT-FNSE-02150.622476-SPS-1-18-0140450-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140450-06 SCHEDULE B, PART I REQUIREMENTS All of the following Requirements must be met: 1. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 5. Additional requirements and/or exceptions may be added as details of the transaction are disclosed to, or become known by the Company. 6. The Proposed Policy Amount(s) must be increased to the full value of the estate or interest being insured, and any additional premium must be paid at that time. An Owner's policy should reflect the purchase price or full value of the Land. A Loan Policy should reflect the loan amount or value of the property as collateral. Proposed Policy Amount(s) will be revised and premiums charged consistent therewith when the final amounts are approved. 7. For each policy to be issued as identified in Schedule A, Item 2; the Company shall not be liable under this commitment until it receives a designation for a Proposed Insured, acceptable to the Company. As provided in Commitment Condition 4, the Company may amend this commitment to add, among other things, additional exceptions or requirements after the designation of the Proposed Insured. 8. Payment of the real estate excise tax, if required. The Land is situated within the boundaries of local taxing authority of unincorporated King County. Present rate of real estate excise tax as of the date herein is 1.78 percent. Any conveyance document must be accompanied by the official Washington State Excise Tax Affidavit. The applicable excise tax must be paid and the affidavit approved at the time of the recording of the conveyance documents. (NOTE: Real Estate Excise Tax Affidavits must be printed as legal size forms). An additional $5.00 Electronic Technology Fee must be included in all excise tax payments. If the transaction is exempt, an additional $5.00 Affidavit Processing Fee is required. 9. In the event that the Land is occupied or intended to be occupied by the owner and a spouse or registered domestic partner as a homestead, the conveyance or encumbrance of the Land must be executed and acknowledged by both spouses or both registered domestic partners, pursuant to RCW 6.13 which now provides for an automatic homestead on such Land. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AM ERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance v., WA Mod (08/01/2016) Printed: 12.17.18 @ 11:03 AM Page 4 WA-CT-FNSE-02150.622476-SPS-1-18-0140450.06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140450-06 SCHEDULE B, PART I REQUIREMENTS (continued) I 10. Your application for title insurance was placed by reference to only a street address or tax identification number. Based on our records, we believe that the legal description in this report covers the parcel(s) of Land that you requested. If the legal description is incorrect, the seller/borrower must notify the Company and/or the settlement company in order to prevent errors and to be certain that the correct parcel(s) of Land will appear on any documents to be recorded in connection with this transaction and on the policy of title insurance. END OF REQUIREMENTS NOTES The following matters will not be listed as Special Exceptions in Schedule B of the policy. There will be no coverage for loss arising by reason of the matters listed below because these matters are either excepted or excluded from coverage or are not matters covered under the insuring provisions of the policy. Note A: Notice: Please be aware that due to the conflict between federal and state laws concerning the cultivation, distribution, manufacture or sale of marijuana, the Company is not able to close or insure any transaction involving Land that is associated with these activities. Note B: FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: Ptn SE1/4 SE1/4, STR 9-21N-4E, WM Tax Account No.: 092104-9206-05 Note C: This map/plat is being furnished as an aid in locating the herein described Land in relation to adjoining streets, natural boundaries and other land. Except to the extent a policy of title insurance is expressly modified by endorsement, if any, the Company does not insure dimensions, distances or acreage shown thereon. END OF NOTES END OF SCHEDULE B, PART I This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AM ERI I. Copyright American Land Title Association. All rights reserved. LAND TIT ASSOCIATI, The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as F of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (08/01/2016) Printed: 12.17.18 4045 AM I Page 5 WA-CT-FNSE-02150.622476-SPS-1-18-0-0140450-06 I &" CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140450-06 SCHEDULE B, PART II EXCEPTIONS THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: GENERAL EXCEPTIONS A. Rights or claims of parties in possession, or claiming possession, not shown by the Public Records. B. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. C. Easements, prescriptive rights, rights -of -way, liens or encumbrances, or claims thereof, not shown by the Public Records. D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the Public Records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the Public Records. F. Any lien for service, installation, connection, maintenance, tap, capacity, or construction or similar charges for sewer, water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown by the Public Records. G. Unpatented mining claims, and all rights relating thereto. H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. I. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims or title to water. K. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attaches, or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part I —Requirements are met. This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part f-Requirements; Schedule B, Part II -Exceptions,- and a counter -signature by the Company or its issuing agent that may be in electronic form. AM ERICAN Copyright American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (08/0112016) Pdnted: 12.17.18 @ 11:03 AM Page 6 WA-CT-FNSE-02150.622476-SPS-1-18-0140450-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140450-06 I SCHEDULE B, PART II EXCEPTIONS (continued) SPECIAL EXCEPTIONS Reservations and exceptions contained in the deed Grantor: Northern Pacific Railroad Company Recording No.: 285817 Reserving and excepting from said Lands so much or such portions thereof as are or may be mineral lands or contain coal or iron, and also the use and the right and title to the use of such surface ground as may be necessary for ground operations and the right of access to such reserved and excepted mineral lands, including lands containing coal or iron, for the purpose of exploring, developing and working the land. The Company makes no representations about the present ownership of these reserved and excepted interests. Reservation of all coal, oil, gas and mineral rights, and rights to explore for the same contained in the deed Grantor: Weyerhaeuser Timber Co., a Washington corporation Recording Date: March 22, 1922 Recording No.: 1599786 3. Release of Damage Agreement and the terms and conditions thereof: Recording Date: February 27, 1959 Recordin No.: 5002386 4. Covenants, conditions and restrictions but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, source of income, gender, gender identity, gender expression, medical condition or genetic information, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth in the document Recording Date: October 1, 1959 Recordin No.: 5086500 Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Purpose: Ingress, egress and utilities Recording Date: December 6, 1974 Recording No.: 7412060241 Affects: As described therein This page is only a part of a 2016 ALTO Commitmeni for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE AS OCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA commitment for Title Insurance ::-WA Mod (08/0112016) Painted: 12.17.18 @ 11:03 AM Page 7 WA-CT-FNSE-02150.622476-SPS-1-18-0140450-06 01 J CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140450-06 SCHEDULE B, PART II EXCEPTIONS (continued) 6. Terms and conditions of Notice of Additional Water or Sewer Facility Tap or Connection Charge, recorded under Recording Numbers 870518.1420 and 8905120210. 7. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2018 Tax Account No.: 092104-9206-05 Levy Code: 3490 Assessed Value -Land: $146,700.00 Assessed Value -Improvements: $0.00 General and Special Taxes: Billed: $2,441.56 Paid: $2,441.56 Unpaid: $0.00 8. Property taxes, which are a lien not yet due and payable, including any assessments collected with taxes to be levied for the year 2019. 9. The search did not disclose any open mortgages or deeds of trust of record, therefore the Company reserves the right to require further evidence to confirm that the property is unencumbered, and further reserves the right to make additional requirements or add additional items or exceptions upon receipt of the requested evidence. 10. Any unrecorded leaseholds, right of vendors and holders of security interests on personal property installed upon the Land and rights of tenants to remove trade fixtures at the expiration of the terms. END OF SCHEDULE B, PART II This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. ri AM ERICAN Copyright American Land Title Association. All rights reserved. LAND TITEE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (0810112016) Printed: 12.17.18 @ 11:03 AM Page 8 WA-CT-FNSE-02150.622476-SPS-1-18-0140450-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140450-06 COMMITMENT CONDITIONS 1. DEFINITIONS (a) "Knowledge" or "Known": Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land": The land described in Schedule A and affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) "Mortgage": A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law. (d) "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (e) "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. (f) "Proposed Policy Amount": Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (g) "Public Records": Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (h) "Title": The estate or interest described in Schedule A. 2. If all of the Schedule B, Part I -Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy; (c) the Commitment Conditions; (d) Schedule A; (e) Schedule B, Part I -Requirements; (f) Schedule B, Part II -Exceptions; and (g) a counter -signature by the Company or its issuing agent that may be in electronic form. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim. or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY (a) The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: (i) comply with the Schedule B, Part I -Requirements; (ii) eliminate, with the Company's written consent, any Schedule B, Part II -Exceptions; or (iii) acquire the Title or create the Mortgage covered by this Commitment. (b) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (c) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (d) The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (e) The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I -Requirements have been met to the satisfaction of the Company. (g) In any event, the Company's liability is limited by the terms and provisions of the Policy. 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. This page is only a part of a 2016 ALTA& Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions, Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. ri AM ERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Printed- 12.17.18 @ 11:03 AM ALTA Commitment for Title Insurance w WA Mod (0810112016} Page 9 WA-CT-FNSE-02150.622476-SPS-1-18-0140450-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140450-06 (continued) (c) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (d) The deletion or modification of any Schedule B, Part II -Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (e) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (f) When the Policy is issued, all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. 8. PRO -FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro -forma policy illustrating the coverage that the Company may provide. A pro -forma policy neither reflects the status of Title at the time that the pro -forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. END OF CONDITIONS This page is only a part of a 2016 ALTA& Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedute A; Schedule B. Part I•Requirements: Schedule B, Part Il-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICAN Copyright American Land Title Association. All rights reserved. tA%"-1 tTL! •.H.nlfv The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w•Wf{ Mod (08/01/2016) Printed: 12.17.18 @ 11:03 AM Page 10 WA-CT-FNSE-02150.622476-SPS-1-18-0140450-06 RECORDING REQUIREMENTS Effective January 1, 1997, document format and content requirements have been imposed by Washington Law. Failure to comply with the following requirements may result in rejection of the document by the county recorder or imposition of a $50.00 surcharge. First page or cover sheet: 3" top margin containing nothing except the return address. 1" side and bottom margins containing no markings or seals. Title(s) of documents. Recording no. of any assigned, released or referenced document(s). Grantors names (and page no. where additional names can be found). Grantees names (and page no. where additional names can be found). Abbreviated legal description (Lot, Block, Plat Name or Section, Township, Range and Quarter, Quarter Section for unplatted). Said abbreviated legal description is not a substitute for a complete legal description which must also appear in the body of the document. Assessor's tax parcel number(s). Return address (in top 3" margin). **A cover sheet can be attached containing the above format and data if the first page does not contain all required data. Additional Pages_: 1" top, side and bottom margins containing no markings or seals. All Pages: No stapled or taped attachments. Each attachment must be a separate page. All notary and other pressure seals must be smudged for visibility. Font size of 8 points or larger. Recording Requirements Printed: 12.17.18 @ 11:03 AM by RS WA00000924.doc / Updated: 02.13.18 Page 11—0140450-06 1 ' IRE SAFE, Inquire before you wire! WIRE FRAUD ALERT This Notice is not intended to provide legal or professional advice. If you have any questions, please consult with a lawyer. All parties to a real estate transaction are targets for wire fraud and many have lost hundreds of thousands of dollars because they simply relied on the wire instructions received via email, without further verification. If funds are to be wired in conjunction with this real estate transaction, we strongly recommend verbal verification of wire instructions through a known, trusted phone number prior to sending funds. In addition, the following non-exclusive self-protection strategies are recommended to minimize exposure to possible wire fraud. • NEVER RELY on emails purporting to change wire instructions. Parties to a transaction rarely change wire instructions in the course of a transaction. • ALWAYS VERIFY wire instructions, specifically the ABA routing number and account number, by calling the party who sent the instructions to you. DO NOT use the phone number provided in the email containing the instructions, use phone numbers you have called before or can otherwise verify. Obtain the number of relevant parties to the transaction as soon as an escrow account is opened. DO NOT send an email to verify as the email address may be incorrect or the email may be intercepted by the fraudster. • USE COMPLEX EMAIL PASSWORDS that employ a combination of mixed case, numbers, and symbols. Make your passwords greater than eight (8) characters. Also, change your password often and do NOT reuse the same password for other online accounts. • USE MULTI -FACTOR AUTHENTICATION for email accounts. Your email provider or IT staff may have specific instructions on how to implement this feature. For more information on wire -fraud scams or to report an incident, please refer to the following links: Federal Bureau of Investigation: htt,D://www. fbi. gov Internet Crime Complain Center: htto.11www. ic3. pov Wire Fraud Alert Page 12 Original Effective Date: 5/11/2017 Current Version Date: 5/11/2017 0140450-06 - WIRE0016 (DSI Rev. 12/07/17) TM and © Fidelity National Financial, Inc. and/or an affiliate. All rights reserved FIDELITY NATIONAL FINANCIAL PRIVACY NOTICE Revised May 1, 2018 Fidelity National Financial, Inc. and its majority -owned subsidiary companies (collectively, "FNF", "our," or "we") respect and are committed to protecting your privacy. This Privacy Notice explains how we collect, use, and protect personal information, when and to whom we disclose such information, and the choices you have about the use and disclosure of that information. Tyges of Information Collected We may collect two types of information from you: Personal Information and Browsing Information. Personal Information. FNF may collect the following categories of Personal Information: • contact information (e.g., name, address, phone number, email address); • demographic information (e.g., date of birth, gender, marital status); • identity information (e.g. Social Security Number, driver's license, passport, or other government ID number); • financial account information (e.g. loan or bank account information); and • other personal information necessary to provide products or services to you. Browsino Information. FNF may automatically collect the following types of Browsing Information when you access an FNF website, online service, or application (each an "FNF Website") from your Internet browser, computer, and/or mobile device: • Internet Protocol (IP) address and operating system; • browser version, language, and type; • domain name system requests; and • browsing history on the FNF Website, such as date and time of your visit to the FNF Website and visits to the pages within the FNF Website. How Personal Information is Collected We may collect Personal Information about you from: • information we receive from you on applications or other forms; • information about your transactions with FNF, our affiliates, or others; and • information we receive from consumer reporting agencies and/or governmental entities, either directly from these entities or through others. How Browsing Information is Collected If you visit or use an FNF Website, Browsing Information may be collected during your visit. Like most websites, our servers automatically log each visitor to the FNF Website and may collect the Browsing Information described above. We use Browsing Information for system administration, troubleshooting, fraud investigation, and to improve our websites. Browsing Information generally does not reveal anything personal about you, though if you have created a user account for an FNF Website and are logged into that account, the FNF Website may be able to link certain browsing activity to your user account. Other Online Sipecifics Cookies. When you visit an FNF Website, a "cookie" may be sent to your computer. A cookie is a small piece of data that is sent to your Internet browser from a web server and stored on your computer's hard drive. Information gathered using cookies helps us improve your user experience. For example, a cookie can help the website load properly or can customize the display page based on your browser type and user preferences. You can choose whether or not to accept cookies by changing your Internet browser settings. Be aware that doing so may impair or limit some functionality of the FNF Website. Web Beacons. We use web beacons to determine when and how many times a page has been viewed. This information is used to improve our websites. Do Not Track. Currently our FNF Websites do not respond to "Do Not Track" features enabled through your browser. Links to Other Sites. FNF Websites may contain links to other websites. FNF is not responsible for the privacy practices or the content of any of those other websites. We advise you to read the privacy policy of every website you visit. Privacy Statement Printed: 12.17.18 @ 11:04 AM by RS WA00000924.doc / Updated: 02.13.18 Page 13---0140450-06 Use of Personal Information FNF uses Personal Information for three main purposes: • To provide products and services to you or in connection with a transaction involving you. • To improve our products and services. • To communicate with you about our, our affiliates', and third parties' products and services, jointly or independently. When Information Is Disclosed We may make disclosures of your Personal Information and Browsing Information in the following circumstances: • to enable us to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure; • to nonaffiliated service providers who provide or perform services or functions on our behalf and who agree to use the information only to provide such services or functions; • to nonaffiliated third party service providers with whom we perform joint marketing, pursuant to an agreement with them to jointly market financial products or services to you; • to law enforcement or authorities in connection with an investigation, or in response to a subpoena or court order; or • in the good -faith belief that such disclosure is necessary to comply with legal process or applicable laws, or to protect the rights, property, or safety of FNF, its customers, or the public. The law does not require your prior authorization and does not allow you to restrict the disclosures described above. Additionally, we may disclose your information to third parties for whom you have given us authorization or consent to make such disclosure. We do not otherwise share your Personal Information or Browsing Information with nonaffiliated third parties, except as required or permitted by law. We reserve the right to transfer your Personal Information, Browsing Information, and any other information, in connection with the sale or other disposition of all or part of the FNF business and/or assets, or in the event of bankruptcy, reorganization, insolvency, receivership, or an assignment for the benefit of creditors. By submitting Personal Information and/or Browsing Information to FNF, you expressly agree and consent to the use and/or transfer of the foregoing information in connection with any of the above described proceedings. Please see "Choices With Your Information" to learn the disclosures you can restrict. Security of Your Information We maintain physical, electronic, and procedural safeguards to guard your Personal Information. We limit access to nonpublic personal information about you to employees who need to know that information to do their job. When we provide Personal Information to others as discussed in this Privacy Notice, we expect that they process such information in compliance with our Privacy Notice and in compliance with applicable privacy laws. Choices With Your Information If you do not want FNF to share your information with our affiliates to directly market to you, you may send an "opt out" request by email, phone, or physical mail as directed at the end of this Privacy Notice. We do not share your Personal Information with nonaffiliates for their use to direct market to you. Whether you submit Personal Information or Browsing Information to FNF is entirely up to you. If you decide not to submit Personal Information or Browsing Information, FNF may not be able to provide certain services or products to you. For California Residents: We will not share your Personal Information or Browsing Information with nonaffiliated third parties, except as permitted by California law. For Nevada Residents: You may be placed on our internal Do Not Call List by calling (888) 934-3354 or by contacting us via the information set forth at the end of this Privacy Notice. Nevada law requires that we also provide you with the following contact information: Bureau of Consumer Protection, Office of the Nevada Attorney General, 555 E. Washington St., Suite 3900, Las Vegas, NV 89101; Phone number: (702) 486-3132; email: BCPINFO@ag.state.nv.us. For Oregon Residents: We will not share your Personal Information or Browsing Information with nonaffiliated third parties for marketing purposes, except after you have been informed by us of such sharing and had an opportunity to indicate that you do not want a disclosure made for marketing purposes. Privacy Statement Printed: 12.17.18 @ 11:04 AM by RS WA00000924.doc / Updated: 02.13.18 Page 14--0140450-06 �j For Vermont Residents: We will not disclose information about you creditworthiness to our affiliates and will not l disclose your personal information, financial information, credit report, or health information to nonaffiliated third parties to market to you, other than as permitted by Vermont law, unless you authorize us to make those disclosures. Information From Children The FNF Websites are meant for adults and are not intended or designed to attract persons under the age of eighteen (18). We do not collect Personal Information from any person that we know to be under the age of thirteen (13) without permission from a parent or guardian. International Users FNF's headquarters is located within the United States. If you reside outside the United States and choose to provide Personal Information or Browsing Information to us, please note that we may transfer that information outside of your country of residence for any of the purposes described in this Privacy Notice. By providing FNF with your Personal Information and/or Browsing Information, you consent to our collection, transfer, and use of such information in accordance with this Privacy Notice. FNF Website Services for Mortgage Loans Certain FNF companies provide services to mortgage loan servicers, including hosting websites that collect customer information on behalf of mortgage loan servicers (the "Service Websites"). The Service Websites may contain links to both this Privacy Notice and the mortgage loan servicer or lender's privacy notice. The sections of this Privacy Notice titled When Information is Disclosed, Choices with Your Information, and Accessing and Correcting Information do not apply to the Service Websites. The mortgage loan servicer or lender's privacy notice governs use, disclosure, and access to your Personal Information. FNF does not share Personal Information collected through the Service Websites, except (1) as required or authorized by contract with the mortgage loan servicer or lender, or (2) as required by law or in the good -faith belief that such disclosure is necessary to comply with a legal process or applicable law, to enforce this Privacy Notice, or to protect the rights, property, or safety of FNF or the public. Your Consent To This Privacy Notice; Notice Chan es By submitting Personal Information and/or Browsing Information to FNF, you consent to the collection and use of the information in accordance with this Privacy Notice. We may change this Privacy Notice at any time. The revised Privacy Notice, showing the new revision date, will be posted on the FNF Website. Each time you provide information to us following any amendment of this Privacy Notice, your provision of information to us will signify your assent to and acceptance of the terms of the revised Privacy Notice for all previously collected information and information collected from you in the future. We may use comments, information or feedback that you submit to us in any manner that we may choose without notice or compensation to you. Accessina and Correcting Information: Contact Us If you have questions, would like to access or correct your Personal Information, or want to opt -out of information sharing for affiliate marketing, send your requests via email to privacy@fnf.com, by phone to (888) 934-3354, or by mail to: Fidelity National Financial, Inc. 601 Riverside Avenue, Jacksonville, Florida 32204 Attn: Chief Privacy Officer Privacy Statement Printed: 12 17.18 @ 11:04 AM by RS WA00000924.doc / Updated: 02.13.18 Page 15—0140450-06 12/17/2018 g eoAdvantag a by Sentry Dynamics - , ?.1�j Ac 9];4 • � ' v _ anj �Ar:=��P G�� ' 1 a 9Elly 16 ID 9140 rr C) 7 ID 6:i CI 162.73 - :0_-3 � _ F-uR F.RLMQ. TO .:f.7UNTY 3862/e5" - 7.,,^9,1471F S. 320TH ST. h, 2 1:.9 •,• ,• � r PIERCE CO. LINE TO f_: JC7 .- .S,N. _1_r . �1_ .. _ _ _- _ f;f Y=,,?TF:Z _r.: !'.7Lib1T7 n-I1-�f?} F•_'S.h. N0. ° r.FF=t0r1E� 10-2Z-19_d A.F. 52P14_? REV 9-7ls-T- -- --- �- ;_- ,^)•� LIt�]UCi-SItY}:11T =:+ �:'.piJ}�y t1,7(i6Q253 FORRE-=N['�+. TO COUNTYB1 Q?�_ D�"�-• S S. 3201-H. ST ; F.S.H. tv0_ - RFVgp ________ _______ J `RD. qek-220 i d l .. I J ti. _.. ... ......1 ti` AIL � •J:i( N � J y i M r. Is\ N This map/plat is being furnished as an aid in locating the herein described land in relation to adjoining streets, natural boundaries and other land, and is not a survey of the land depicted. Except to the extent a policy of title insurance is expressly modified by endorsement, if any, the company does not insure dimensions, distances, location of easements, acreage or other matters shown thereon. http://clients.sentrydparrics.nett 1l1 ALTA COMMITMENT FOR TITLE INSURANCE Issued By agent: +� CHICAGO TITLE COMPANY OF WASHINGTON NOTICE Commitment Number: 0140451-06 IMPORTANT - READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B. Part I -Requirements; Schedule B, Part I[ -Exceptions; and the Commitment Conditions, Chicago Title Insurance Company, a Florida corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I -Requirements have not been met within one hundred eighty (180) days after the Commitment Date, this Commitment terminates and the Company's liability and obligation end. Countersigned By: r Authorized Officer or Agent Chicago Title Insurance Company By: President Attest: Secretary This page is only a part of a 2016 ALTAS, Commitment for Title insurance issued by Chicago Title insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B. Part I Requirements; Schedule B, Part li-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICAN Copyright American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as -•- of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for I i[le Insurance w-WA Mod (08/0112016) Pnnlud 12.18.18 @ 09:57 AM Page 1 WA-CT-FNSE-02150.622476-SPS-1-18-0140451-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140451-06 ISSUING OFFICE: FOR SETTLEMENT INQUIRIES, CONTACT: Title Officer: Commercial Unit Escrow Officer: Lorrie Thompson Chicago Title Company of Washington Chicago Title 701 5th Avenue, Suite 2700 3002 Colby Avenue, Suite 200 Seattle, WA 98104 Everett, WA 98201 Main Phone: (206)628-5610 Phone: (425)745-2206 Email: WA-Commercial@ctt.com Main Phone: (425)258-3683 Email: lorrie.thompson@ctt.com SCHEDULE A 1. Commitment Date: December 14, 2018 at 08:00 AM 2. Policy to be issued: (a) ALTA Owner's Policy 2006 Proposed Insured: Purchaser with contractual rights under a purchase agreement with the vested owner identified at Item 4 below Proposed Policy Amount: $100,000.00 Premium: $ 459.00 Tax: $ 46.36 Rate: Standard Total: $ 505.36 3. The estate or interest in the Land described or referred to in this Commitment is: Fee Simple 4. The Title is, at the Commitment Date, vested in: Donald J. Henderson Sr. and Ruth 1. Henderson trustees of the Henderson Family Trust dated July 22 2003 5. The Land is described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF END OF SCHEDULE A This page is only a part of a 2016 ALTA& Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. r: AMERICAN Copyright American Land Title Association. All rights reserved. ;^"" The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as r- of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (08101/2016) Parted: 12.18.18 @ 09 57 AM Page 2 WA-CT-FNSE-02150.622476-SPS-1-1B-0140451-06 -J EXHIBIT "A" Legal Description That portion of the west half of the east half of the southeast quarter of the southeast quarter of the southeast quarter of Section 9, Township 21 North, Range 4 East, W.M., in King County, Washington, lying north of the north line of Primary State Highway No. 1, as conveyed to the State of Washington by Deed recorded under Recording Number 5039630. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; a counter -signature by the Company or its issuing agent that may be in electronic form. AM ERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ~ ALTA Commitment for Title Insurance w-VVA'Mod (08/01/2016) Printed: 12.18.18 Q 09:57 AM Page 3 WA-CT-FNSE-02150.622476-SPS-1-18-0140451-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140451-06 SCHEDULE B, PART I REQUIREMENTS All of the following Requirements must be met: 1. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 5. Additional requirements and/or exceptions may be added as details of the transaction are disclosed to, or become known by the Company. 6. The Proposed Policy Amount(s) must be increased to the full value of the estate or interest being insured, and any additional premium must be paid at that time. An Owner's policy should reflect the purchase price or full value of the Land. A Loan Policy should reflect the loan amount or value of the property as collateral. Proposed Policy Amount(s) will be revised and premiums charged consistent therewith when the final amounts are approved. 7. For each policy to be issued as identified in Schedule A, Item 2; the Company shall not be liable under this commitment until it receives a designation for a Proposed Insured, acceptable to the Company. As provided in Commitment Condition 4, the Company may amend this commitment to add, among other things, additional exceptions or requirements after the designation of the Proposed Insured. 8. Payment of the real estate excise tax, if required. The Land is situated within the boundaries of local taxing authority of unincorporated King County. Present rate of real estate excise tax as of the date herein is 1.78 percent. Any conveyance document must be accompanied by the official Washington State Excise Tax Affidavit. The applicable excise tax must be paid and the affidavit approved at the time of the recording of the conveyance documents. (NOTE: Real Estate Excise Tax Affidavits must be printed as legal size forms). An additional $5.00 Electronic Technology Fee must be included in all excise tax payments. If the transaction is exempt, an additional $5.00 Affidavit Processing Fee is required. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions, and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICAN Copyright American Land Title Association. All rights reserved. LAND""' The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod SOSI0I/2016) Printed: 12.18.18 @ 09:57 AM Page 4 WA-CT-FNSE-02150.622476-SPS-1-18-0140451-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140451-06 SCHEDULE B, PART I REQUIREMENTS (continued) 9. Terms, powers, conditions, and limitations of the trust under which title is held. The Company will require a copy of the trust agreement and any amendments thereto for review. if the property which is the subject of this transaction constitutes more than 25 percent of the net fair market value of the trust principal, proof must be furnished to the Company that the trustee has complied with the 20 day notice to the beneficiaries of the nature and terms of the intended transaction as provided in RCW 11.100.140. The Company reserves the right to add additional items/exceptions or make further requirements after review of the requested documentation. 10. Your application for title insurance was placed by reference to only a street address or tax identification number. Based on our records, we believe that the legal description in this report covers the parcel(s) of Land that you requested. If the legal description is incorrect, the seller/borrower must notify the Company and/or the settlement company in order to prevent errors and to be certain that the correct parcel(s) of Land will appear on any documents to be recorded in connection with this transaction and on the policy of title insurance. END OF REQUIREMENTS NOTES The following matters will not be listed as Special Exceptions in Schedule B of the policy. There will be no coverage for loss arising by reason of the matters listed below because these matters are either excepted or excluded from coverage or are not matters covered under the insuring provisions of the policy. Note A: Notice: Please be aware that due to the conflict between federal and state laws concerning the cultivation, distribution, manufacture or sale of marijuana, the Company is not able to close or insure any transaction involving Land that is associated with these activities. Note B: FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: Ptn SE1/4 SE1/4, STR 9-21N-4E, WM Tax Account No.: 092104-9140-04 Note C: There are NO conveyances affecting said Land recorded within 36 months of the date of this report. Note D: This map/plat is being furnished as an aid in locating the herein described Land in relation to adjoining streets, natural boundaries and other land. Except to the extent a policy of title insurance is expressly modified by endorsement, if any, the Company does not insure dimensions, distances or acreage shown thereon. END OF NOTES This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. A htl V1iL4ti Copyright American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (0810112016) Pdnted: 12.18.18 @ 09,57 AM Page 5 WA-CT-FNSE-02150.622476-SPS-1-18-0140451-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140451-06 SCHEDULE B, PART I REQUIREMENTS (continued) END OF SCHEDULE B, PART I This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the J Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. t� AMERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitrrlen; hr Title Insurancew-WAMod (08101/2016) Printed: 12.18.18 @ 09:57 AM Page 6 WA-CT-FNSE-02150.622476-SPS-1-18-0140451-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.0140451-06 SCHEDULE B, PART II EXCEPTIONS THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: GENERAL EXCEPTIONS A. Rights or claims of parties in possession, or claiming possession, not shown by the Public Records. B. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. C. Easements, prescriptive rights, rights -of -way, liens or encumbrances, or claims thereof, not shown by the Public Records. D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the Public Records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the Public Records. F. Any lien for service, installation, connection, maintenance, tap, capacity, or construction or similar charges for sewer, water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown by the Public Records. G. Unpatented mining claims, and all rights relating thereto. H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. I. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims or title to water. K. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attaches, or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part I —Requirements are met. This page is only a part of a 2016 ALTA& Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part 1-Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. r: Copyright American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing asr: of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association, ALTA Commitment for Title Insurance w-WA Mod (08f0112016) Printed: 12.18 18 A,' 09:57 AM jPage 7 WA-CT-FNSE-02150.622476-SPS-1-18-0140451-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140451-06 SCHEDULE B, PART II EXCEPTIONS (continued) SPECIAL EXCEPTIONS Reservation of all coal, oil, gas and mineral rights, and rights to explore for the same contained in the deed Grantor: Weyerhaeuser Timber Co., a Washington corporation Recording Date: May 22, 1922 Recordin No.: 1599786 The Company makes no representations about the present ownership of these reserved and excepted interests. 2. Reservations of oil, coal, gas and minerals and/or mineral rights of any nature, and right of entry to explore same, contained in the deed Recording Date: June 10, 1919 Recording No.. 1315102 The Company makes no representations about the present ownership of these reserved and excepted interests. 3. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: United States of America Purpose: Electric transmission line Recording Date: January 6, 1941 Recording No.: 3139642 Affects: As described therein 4. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: United States of America Purpose: Electric transmission line Recording Date: January 23, 1943 Recording No.: 3288633 Affects: As described therein 5. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: United State of America Purpose: Electric transmission line Recording Date: November 29, 1958 Recordin No.: 4972634 Affects: As described therein This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AM ERICAN Copyright American Land Title Association. All rights reserved. LANDTITLE ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA (.E)t9litrneni for Title Insurance w-WA Mod (08)0112016) Pnnted: 12.18.18 @ 09:57 AM Page 8 WA-CT-FNSE-02150.622476-SPS-1-18-0140451-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140451-06 SCHEDULE B, PART II EXCEPTIONS (continued) 6. Release of Damage Agreement and the terms and conditions thereof: Recording Date: June 3, 1959 Recording No.: 5039630 7. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Olympic Pipe Line Company Purpose: Pipe line Recording Date: June 11, 1964 Recording No.: 5747428 Affects: As described therein 8. Terms and conditions of Notice of Additional Water or Sewer Facility Tap or Connection Charge, recorded under Recording Number 890.5120210. 9. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2018 Tax Account No.: 092104-9140-04 Levy Code: 3490 Assessed Value -Land: $993,100.00 Assessed Value -Improvements: $40,000.00 General and Special Taxes: Billed: $15,677.43 Paid: $15,677.43 Unpaid: $0.00 10. Property taxes, which are a lien not yet due and payable, including any assessments collected with taxes to be levied for the year 2019. 11. The search did not disclose any open mortgages or deeds of trust of record, therefore the Company reserves the right to require further evidence to confirm that the property is unencumbered, and further reserves the right to make additional requirements or add additional items or exceptions upon receipt of the requested evidence. 12. Any unrecorded leaseholds, right of vendors and holders of security interests on personal property installed upon the Land and rights of tenants to remove trade fixtures at the expiration of the terms. END OF SCHEDULE B, PART II This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. AMERICA Copyright American Land Title Association. All rights reserved. DAN11TITL[ ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Carnmi�rrient for Tine Insurance w-WA Mod (0810112016) Printed: 12.18.18 @ 09:57 AM Page 9 WA-CT-FNSE-02150.622476-SPS-1-18-0140451-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140451-06 COMMITMENT CONDITIONS 1. DEFINITIONS (a) "Knowledge" or "Known": Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land": The land described in Schedule A and affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A. nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) "Mortgage": A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law. (d) "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (e) "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. (f) "Proposed Policy Amount": Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (g) "Public Records": Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (h) "Title": The estate or interest described in Schedule A. 2. If all of the Schedule B, Part I -Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy; (c) the Commitment Conditions; (d) Schedule A; (e) Schedule B, Part I -Requirements; (f) Schedule B, Part II -Exceptions; and (g) a counter -signature by the Company or its issuing agent that may be in electronic form. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY (a) The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: (i) comply with the Schedule B, Part I -Requirements; (ii) eliminate, with the Company's written consent, any Schedule B, Part II -Exceptions; or (iii) acquire the Title or create the Mortgage covered by this Commitment. (b) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (c) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (d) The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (e) The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I -Requirements have been met to the satisfaction of the Company. (g) In any event, the Company's liability is limited by the terms and provisions of the Policy. 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part 11-Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. t� AM ERICA Copyright American Land Title Association. All rights reserved. LAND TITL, ASSOCIATION The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment for Title Insurance w-WA Mod (08/0112016) Pdnied: 12.18,18 Qo 09:57 AM Page 10 WA-CT-FNSE-02150.622476-SPS-1-18.0140451-06 CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140451-06 (continued) (c) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind. whether written or oral, express or implied, relating to the subject matter of this Commitment. (d) The deletion or modification of any Schedule B, Part II -Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (e) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (f) When the Policy is issued, all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. 8. PRO -FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro -forma policy illustrating the coverage that the Company may provide. A pro -forma policy neilheF reflects the status of Title at the time that the pro -forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. END OF CONDITIONS This page is only a part of a 2016 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. a� R A1 Hfl A� Copyright American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Comrnitment for Title Insurance w-WA Mad t0810112016) Printed: 12.18.18 @ 09:57 AM Page 11 WA-CT-FNSE-02150.622476-SPS-1-18-0140451-06 RECORDING REQUIREMENTS "j Effective January 1, 1997, document format and content requirements have been imposed by Washington Law. l Failure to comply with the following requirements may result in rejection of the document by the county recorder or imposition of a $50.00 surcharge. —r First oage or cover sheet: 3" top margin containing nothing except the return address. 1" side and bottom margins containing no markings or seals. Title(s) of documents. Recording no. of any assigned, released or referenced document(s). Grantors names (and page no. where additional names can be found). Grantees names (and page no. where additional names can be found). Abbreviated legal description (Lot, Block, Plat Name or Section, Township, Range and Quarter, Quarter Section for unplatted). Said abbreviated legal description is not a substitute for a complete legal description which must also appear in the body of the document. Assessor's tax parcel number(s). Return address (in top 3" margin). **A cover sheet can be attached containing the above format and data if the first page does not contain all required data. Additional Pages: 1" top, side and bottom margins containing no markings or seals. All Pages: No stapled or taped attachments. Each attachment must be a separate page. All notary and other pressure seals must be smudged for visibility. Font size of 8 points or larger. Recording Requirements Printed: 12.18.18 @ 09:57 AM by RS WA00000924.doc / Updated: 02.13.18 Page 12—0140451-06 1 IRE SAFE, Inquire before you wire! WIRE FRAUD ALERT This Notice is not intended to provide legal or professional advice. If you have any questions, please consult with a lawyer. All parties to a real estate transaction are targets for wire fraud and many have lost hundreds of thousands of dollars because they simply relied on the wire instructions received via email, without further verification. If funds are to be wired in conjunction with this real estate transaction, we strongly recommend verbal verification of wire instructions through a known, trusted phone number prior to sending funds. In addition, the following non-exclusive self-protection strategies are recommended to minimize exposure to possible wire fraud. • NEVER RELY on emails purporting to change wire instructions. Parties to a transaction rarely change wire instructions in the course of a transaction. • ALWAYS VERIFY wire instructions, specifically the ABA routing number and account number, by calling the party who sent the instructions to you. DO NOT use the phone number provided in the email containing the instructions, use phone numbers you have called before or can otherwise verify. Obtain the number of relevant parties to the transaction as soon as an escrow account is opened. DO NOT send an email to verify as the email address may be incorrect or the email may be intercepted by the fraudster. • USE COMPLEX EMAIL PASSWORDS that employ a combination of mixed case, numbers, and symbols. Make your passwords greater than eight (8) characters. Also, change your password often and do NOT reuse the same password for other online accounts. • USE MULTI -FACTOR AUTHENTICATION for email accounts. Your email provider or IT staff may have specific instructions on how to implement this feature. For more information on wire -fraud scams or to report an incident, please refer to the following links: Federal Bureau of Investigation: http://www. fbi. gov Internet Crime Complain Center., http✓/www. ic3. aov Wire Fraud Alert Page 13 Original Effective Date: 5/11/2017 Current Version Date: 5/11/2017 0140451-06 - WIRE0016 (DSI Rev. 12/07/17) TM and © Fidelity National Financial, Inc. and/or an affiliate. All rights reserved FIDELITY NATIONAL FINANCIAL PRIVACY NOTICE Revised May 1, 2018 Fidelity National Financial, Inc. and its majority -owned subsidiary companies (collectively, "FNF", "our," or "we") respect and are committed to protecting your privacy. This Privacy Notice explains how we collect, use, and protect personal information, when and to whom we disclose such information, and the choices you have about the use and disclosure of that information. Types of information Collected We may collect two types of information from you: Personal Information and Browsing Information. Personal Information. FNF may collect the following categories of Personal Information: • contact information (e.g., name, address, phone number, email address); • demographic information (e.g., date of birth, gender, marital status); • identity information (e.g. Social Security Number, driver's license, passport, or other government ID number); • financial account information (e.g. loan or bank account information); and • other personal information necessary to provide products or services to you. Browsing Information. FNF may automatically collect the following types of Browsing Information when you access an FNF website, online service, or application (each an "FNF Website") from your Internet browser, computer, and/or mobile device: • Internet Protocol (IP) address and operating system; • browser version, language, and type; • domain name system requests; and • browsing history on the FNF Website, such as date and time of your visit to the FNF Website and visits to the pages within the FNF Website. How Personal Information is Collected We may collect Personal Information about you from: • information we receive from you on applications or other forms; • information about your transactions with FNF, our affiliates, or others; and • information we receive from consumer reporting agencies and/or governmental entities, either directly from these entities or through others. How Browsinci Information is Collected If you visit or use an FNF Website, Browsing Information may be collected during your visit. Like most websites, our servers automatically log each visitor to the FNF Website and may collect the Browsing Information described above. We use Browsing Information for system administration, troubleshooting, fraud investigation, and to improve our websites. Browsing Information generally does not reveal anything personal about you, though if you have created a user account for an FNF Website and are logged into that account, the FNF Website may be able to link certain browsing activity to your user account. Other Online Specifics Cookies. When you visit an FNF Website, a "cookie may be sent to your computer. A cookie is a small piece of data that is sent to your Internet browser from a web server and stored on your computer's hard drive. Information gathered using cookies helps us improve your user experience. For example, a cookie can help the website load properly or can customize the display page based on your browser type and user preferences. You can choose whether or not to accept cookies by changing your Internet browser settings. Be aware that doing so may impair or limit some functionality of the FNF Website. Web Beacons. We use web beacons to determine when and how many times a page has been viewed. This information is used to improve our websites. Do Not Track. Currently our FNF Websites do not respond to "Do Not Track" features enabled through your browser. Links to Other Sites. FNF Websites may contain links to other websites. FNF is not responsible for the privacy practices or the content of any of those other websites. We advise you to read the privacy policy of every website you visit. Privacy Statement Printed: 12.18.18 @ 09:58 AM by RS WA00000924.doc / Updated: 02.13.18 Page 14—0140451-06 Use of Personal Information FNF uses Personal Information for three main purposes: • To provide products and services to you or in connection with a transaction involving you. • To improve our products and services. • To communicate with you about our, our affiliates', and third parties' products and services, jointly or independently. When Information Is Disclosed We may make disclosures of your Personal Information and Browsing Information in the following circumstances: • to enable us to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure; • to nonaffiliated service providers who provide or perform services or functions on our behalf and who agree to use the information only to provide such services or functions; • to nonaffiliated third party service providers with whom we perform joint marketing, pursuant to an agreement with them to jointly market financial products or services to you; • to law enforcement or authorities in connection with an investigation, or in response to a subpoena or court order; or • in the good -faith belief that such disclosure is necessary to comply with legal process or applicable laws, or to protect the rights, property, or safety of FNF, its customers, or the public. The law does not require your prior authorization and does not allow you to restrict the disclosures described above. Additionally, we may disclose your information to third parties for whom you have given us authorization or consent to make such disclosure. We do not otherwise share your Personal Information or Browsing Information with nonaffiliated third parties, except as required or permitted by law. We reserve the right to transfer your Personal Information, Browsing Information, and any other information, in connection with the sale or other disposition of all or part of the FNF business and/or assets, or in the event of bankruptcy, reorganization, insolvency, receivership, or an assignment for the benefit of creditors. By submitting Personal Information and/or Browsing Information to FNF, you expressly agree and consent to the use and/or transfer of the foregoing information in connection with any of the above described proceedings. Please see "Choices With Your Information" to learn the disclosures you can restrict. Security of Your Information We maintain physical, electronic, and procedural safeguards to guard your Personal Information. We limit access to nonpublic personal information about you to employees who need to know that information to do their job. When we provide Personal Information to others as discussed in this Privacy Notice, we expect that they process such information in compliance with our Privacy Notice and in compliance with applicable privacy laws. Choices With Your Information If you do not want FNF to share your information with our affiliates to directly market to you, you may send an "opt out" request by email, phone, or physical mail as directed at the end of this Privacy Notice. We do not share your Personal Information with nonaffiliates for their use to direct market to you. Whether you submit Personal Information or Browsing Information to FNF is entirely up to you. If you decide not to submit Personal Information or Browsing Information, FNF may not be able to provide certain services or products to you. For California Residents: We will not share your Personal Information or Browsing Information with nonaffiliated third parties, except as permitted by California law. For Nevada Residents: You may be placed on our internal Do Not Call List by calling (888) 934-3354 or by contacting us via the information set forth at the end of this Privacy Notice. Nevada law requires that we also provide you with the following contact information: Bureau of Consumer Protection, Office of the Nevada Attorney General, 555 E. Washington St., Suite 3900, Las Vegas, NV 89101; Phone number: (702) 486-3132; email: BCPINFO@ag.state.nv.us. For Oregon Residents: We will not share your Personal Information or Browsing Information with nonaffiliated third parties for marketing purposes, except after you have been informed by us of such sharing and had an opportunity to indicate that you do not want a disclosure made for marketing purposes. Privacy Statement Printed: 12.18.18 @ 09:58 AM by RS WA00000924.doc / Updated: 02.13.18 Page 15—0140451-06 I For Vermont Residents: We will not disclose information about you creditworthiness to our affiliates and will not disclose your personal information, financial information, credit report, or health information to nonaffiliated third parties to market to you, other than as permitted by Vermont law, unless you authorize us to make those disclosures. Information From Children The FNF Websites are meant for adults and are not intended or designed to attract persons under the age of eighteen (18). We do not collect Personal Information from any person that we know to be under the age of thirteen (13) without permission from a parent or guardian. International Users FNF's headquarters is located within the United States. If you reside outside the United States and choose to provide Personal Information or Browsing Information to us, please note that we may transfer that information outside of your country of residence for any of the purposes described in this Privacy Notice. By providing FNF with your Personal Information and/or Browsing Information, you consent to our collection, transfer, and use of such information in accordance with this Privacy Notice. FNF Website Services for Mortgage Loans Certain FNF companies provide services to mortgage loan servicers, including hosting websites that collect customer information on behalf of mortgage loan servicers (the "Service Websites"). The Service Websites may contain links to both this Privacy Notice and the mortgage loan servicer or lender's privacy notice. The sections of this Privacy Notice titled When Information is Disclosed, Choices with Your Information, and Accessing and Correcting Information do not apply to the Service Websites. The mortgage loan servicer or lender's privacy notice governs use, disclosure, and access to your Personal Information. FNF does not share Personal Information collected through the Service Websites, except (1) as required or authorized by contract with the mortgage loan servicer or lender, or (2) as required by law or in the good -faith belief that such disclosure is necessary to comply with a legal process or applicable law, to enforce this Privacy Notice, or to protect the rights, property, or safety of FNF or the public. Your Consent To This Privacy Notice; Notice Changes By submitting Personal Information and/or Browsing Information to FNF, you consent to the collection and use of the information in accordance with this Privacy Notice. We may change this Privacy Notice at any time. The revised Privacy Notice, showing the new revision date, will be posted on the FNF Website. Each time you provide information to us following any amendment of this Privacy Notice, your provision of information to us will signify your assent to and acceptance of the terms of the revised Privacy Notice for all previously collected information and information collected from you in the future. We may use comments, information or feedback that you submit to us in any manner that we may choose without notice or compensation to you. Accessina and Correctinq Information' Contact Us If you have questions, would like to access or correct your Personal Information, or want to opt -out of information sharing for affiliate marketing, send your requests via email to rivac fnf.com, by phone to (888) 934-3354, or by mail to: Fidelity National Financial, Inc. 601 Riverside Avenue, Jacksonville, Florida 32204 Attn: Chief Privacy Officer Privacy Statement Printed: 12.18.18 @ 09:58 AM by RS WA00000924.doc / Updated: 02.13.18 Page 16—0140451-06 12/18/2018 g eoAdvantag a by Sentry Dynamics - , .V This map/plat is being furnished as an aid in locating the herein described land in relation to adjoining streets, natural boundaries and other land, and is not a survey of the land depicted. Except to the extent a policy of title insurance is expressly modified by endorsement, if any, the company does not insure dimensions, distances, location of easements, acreage or other matters shown thereon. http://dients.sentrydparncs.neV 1/1 PAPS KENWORTH NW - FEDERAL WAY - VEGETATION RETENTION PLAN EXISTING VEGETATION CONDITIONS PROPOSED VEGETATION CONDITIONS 0 80 160 GRAPHIC SCALE 1"=80' SHEET INDEX 320 1 VEGETATION RETENTION PLAN 2 TREE RETENTION PLAN LEGEND INTACT NATIVE VEGETATION (-239,758 SF) CLEARED I INVASIVE / DISTURBED VEGETATION (-3,738 SF) NATIVE VEGETATION TO BE RETAINED (-198,017 SF) NATIVE VEGETATION TO BE CLEARED (-52,266 SF) VEGETATION RETENTION NARRATIVE THE EXISTING SITE IS OCCUPIED BY AREAS OF NATIVE VEGETATION AND AREAS THAT HAVE BEEN CLEARED. WEST PORTIONS OF THE SITE REMAIN AS NATIVE VEGETATION WITHIN AN ONSITE WETLAND AND PORTIONS OF BUFFER AREAS. EAST PORTIONS OF THE SITE HAVE BEEN CLEARED FOR EXISTING HOMES, UTILITIES CORRIDORS, AND HORSE STABLES AND TRAILS. THE UTILITIES CORRIDORS ARE BEING MAINTAINED WITH NO TREES AND ALL CLEARED AREAS CONTAIN VARYING AMOUNTS OF INVASIVE PLANT SPECIES MOSTLY COMPRISED OF HIMALAYAN BLACKBERRY. SOME NATIVE TREES ARE LOCATED WITHIN THE CLEARED AREAS; HOWEVER NATIVE UNDERSTORY VEGETATION WITHIN THESE AREAS IS DOMINATED BY INVASIVE SPECIES. APPROXIMATELY 80 PERCENT OF THE EXISTING RELATIVELY UNDISTURBED NATIVE VEGETATION IS PROPOSED FOR RETENTION. THE PROPOSED SITE DEVELOPMENT IS LOCATED WITHIN THE EAST PORTION OF THE SITE WHERE MOST OF THE NATIVE VEGETATION IS CURRENTLY IMPACTED BY THE EXISTING HOMES, UTILITY CORRIDORS, INVASIVE SPECIES, AND HORSE STABLES AND TRAILS. RECEIVED MAR 0 6 2020 0OMMUNITY FEDERAL PRELIMINARY NFORMATION ONLY NOT FOR, CONSTRUCTION SOUNDVIEW CONSULTANTS LLC ASSUMES NO LIABILITY OR RESPONSIBILITY FOR CONSTRUCTION, IMPROVEMENTS, OR ESTIMATES BASED ON THIS PLAN SET 0� z� z ry O U) zw Q (0 C z QLL- Q zW w > c� o 4 Mi O N N N 00 0 �ryz 00 C- J I— j W co 00 z cn cv Q 3:LLn I I Li 2: 0� Ln N CN Z — Li� '--� tf) I--, > v Cn 00 00 p V O � a .� (D V H �+ ton Q �Z A E W p O / N DaTE:3/03/2020 JOB: 1779.0002 BY: DB/MS SCALE: SEE GRAPHIC SHEET 1 OF 2 PAPS KENWORTH NW - FEDERAL WAY - TREE RETENTION PLAN TREE SAMPLING DATA AND CALCULATIONS SP-1 TREE # SPECIES DBH (INCHES) Tree Credits HEALTH 1 APPLE <6 1.0 GOOD 2 APPLE <6 1.0 GOOD 3 APPLE <6 1.0 GOOD 4 APPLE <6 1.0 GOOD 5 APPLE <6 1.0 GOOD 6 CHERRY <6 1.0 GOOD 7 CHERRY 8 1.5 GOOD 8 CHERRY <6 1.0 GOOD 9 APPLE <6 1.0 GOOD 10 APPLE <6 1.0 GOOD 11 APPLE <6 1.0 GOOD 12 APPLE <6 1.0 GOOD 13 CEDAR 22 2.5 GOOD 14 ALDER <6 1.0 GOOD 15 ALDER <6 1.0 GOOD 16 ALDER <6 1.0 GOOD 17 ALDER 8 1.5 GOOD 18 ALDER <6 1.0 GOOD 19 j CHERRY <6 1.0 GOOD TOTAL TCIPLOT 21.5 TCIACRE 477.78 SP-2 TREE # SPECIES DBH (INCHES) Tree Credits HEALTH 1 DOUGLAS-FIR 20 2.5 GOOD 2 DOUGLAS-FIR 7 1.5 GOOD 3 DOUGLAS-FIR 7 1.5 GOOD 4 DOUGLAS-FIR 16 2.0 GOOD 5 DOUGLAS-FIR 16 2.0 GOOD 6 DOUGLAS-FIR 15 2.0 GOOD 7 CEDAR 25 3.0 GOOD 8 DOUGLAS-FIR 22 2.5 GOOD TOTAL TCIPLOT 17.00 TCIACRE 377.78 SP-3 TREE# SPECIES DBH (INCHES) Tree Credits HEALTH 1 MAPLE <6 1.0 GOOD 2 MAPLE 10 1.5 GOOD 3 HEMLOCK 16 2.0 GOOD 4 ALDER 13 2.0 GOOD 5 MAPLE <6 1.0 GOOD 6 ALDER 10 1.5 GOOD 7 CEDAR 28 3.0 GOOD 8 CEDAR <6 1.0 GOOD TOTAL TCIPLOT 13.0 TCIACRE 288.9 SP-4 TREE # SPECIES DBH (INCHES) Tree Credits HEALTH 1 HEMLOCK 16 2.0 GOOD 2 HEMLOCK 10 1.5 GOOD 3 ALDER 14 2.0 GOOD 4 APPLE <6 1.0 GOOD 5 HEMLOCK 12 1.5 GOOD TOTAL TCIPLOT= 8.0 TCIACRE= 177.8 SP-5 TREE # SPECIES DBH (INCHES) Tree Credits HEALTH 1 HEMLOCK 20 2.5 GOOD 2 HEMLOCK 22 0.0 HAZARD 3 HEMLOCK 14 0.0 DEAD TOTAL TCIPLOT 2.5 TCIACRE 55.6 SAM PLE AREA TOTALS AVG. TCIPLOT 12A AVG. TCIACRE 275.6 TOTAL SURVEYED AREA (ACRES) 1.91 TOTAL TREE CREDITS 526 TREE RETENTION PLAN TREE RETENTION CALCULATIONS GROSS SITE AREA: 867,688 SF 19.92 ACRES ONSITE WETLAND AREA: 80,689 SF 1.85 ACRES UTILITY LINE EASEMENTS: 206,193 SF 4.73 ACRES SITE AREA SUBJECTTO TREE RETENTION: 580,806 SF 13.34 ACRES (GROSS SITE AREA - ONSITE WETLAND - UTLITY LINE EASEMENTS) TREE CREDITS PROVIDED PER ACRE: 276 UNITS SURVEYED TREE RETENTION AREA*: 1.91 ACRES TREE UNITS PROVIDED WITHIN SURVEY AREA: 526 TREE UNITS TREE UNITS REQUIRED PER ACRE: 20 TREE UNITS TOTAL TREE UNITS REQUIRED: 267 TREE UNITS *ADDITIONALTREE RETENTION AREAS PROVIDED BUT NOTCOUNTED TOWARD TREE RETENTION REQU I RREMENTS TREE RETENTION NARRATIVE THE EXISTING TREES ONSITE ARE PRIMARILY COMPOSED OF A MIX OF NATIVE DECIDUOUS AND CONIFER SPECIES INCLUDING DOUGLAS-FIR (PSEUDOTSUGA MENZIESII), WESTERN RED CEDAR (THUJA PLICATA), RED ALDER (ALNUS RUBRA), BIGLEAF MAPLE (ACER MACROPHYLLUM), WESTERN HEMLOCK (TSUGA HETEROPHYLLA), AND SMALL PATCHES OF PACIFIC CRABAPPLE NEAR THE ONSITE WETLAND. TREE DISTRIBUTION ACROSS THE SITE IS VARIABLE ACROSS THE SITE WITH HIGHER TREE DENSITIES WITHIN THE WETLAND BUFFER AREAS IN THE WEST PORTION OF THE SITE AND LOWER TREE DENSITY WITHIN THE EASTERN PORTION OF THE SITE WHERE AREAS HAVE BEEN CLEARED FOR EXISTING SINGLE FAMILY HOMES, UTILITY CORRIDORS, AND HORSE STABLES AND TRAILS. OVERALL TREE VIGOR, FORM, AND HEALTH IS GOOD WITHIN THE STAND. SOME INDIVIDUAL TREES WITHIN THE TREE RETENTION AREA ARE SEVERELY DAMAGED OR DEAD AND ARE NOT CREDITED TOWARD TREE RETENTION. THE STRATEGY FOR TREE RETENTION IS TO PROVIDE AN INTACT NATIVE TREE CANOPY ALONG THE WEST PORTIONS OF THE SITE ADJACENT TO THE ONSITE WETLAND. THIS WILL PROVIDE FOR WATER QUALITY, HYDROLOGIC, AND HABITAT FUNCTIONS TO THE WETLAND. THE AREA SURVEYED AND CREDITED FOR TREE RETENTION COVERS APPROXIMATELY 1.91 ACRES AND PROVIDES AN ESTIMATED 526 TREE UNITS, NEARLY TWICE THE REQUIRED TREE UNITS. TREE UNITS WERE DETERMINED IN ACCORDANCE WITH FWRC 19.120.130. AN ADDITIONAL AREA OF APPROXIMATELY 1 ACRE OF TREE RETENTION Y OUTSIDE THE TREE SAMPLE SURVEY IS BEING MAINTAINED ALONG THE WEST PROPERTY BOUNDARY WITHIN THE WETLAND BOUNDARY. TREE UNITS WERE NOT CALCULATED WITHIN THIS ADDITIONAL TREE RETENTION AREA AND THESE TREES ARE NOT BEING APPLIED TOWARDS THE TREE RETENTION REQUIREMENTS FOR THE PROJECT; HOWEVER, BASED ON VISUAL OBSERVATION OF THE AREA, TREE DENSITIES ARE CONSISTENT WITH THE SAMPLE SURVEY AREA. TREE SAMPLING METHODOLOGY CONSISTED OF USING A 25-FOOT FIXED PLOT RADIUS. A SAMPLING INTENSITY OF 11.78 PERCENT WAS USED TO ESTIMATE TREE UNITS WITHIN THE SAMPLE AREA. TREE HEALTH DETERMINATIONS WERE MADE USING CURRENT METHODOLOGY AND IN ACCORDANCE WITH THE STANDARDS AND PRACTICES OF THE INTERNATIONAL SOCIETY OF ARBORICULTURE NOTES: 1. THE TREE SURVEY WAS PERFORMED BY MONICA SZARVAS, CERTIFIED ARBORIST AND DON BABINEAU, PROFESSIONAL FORESTER ON JANUARY 29, 2020. 2. ANY TREES TO BE RETAINED SHALL BE OF GOOD HEALTH AND FREE FROM DAMAGE AND DEFECT, DURING AND FOLLOWING SITE CLEARING AND CONSTRUCTION ACTIVITIES, TREES DESIGNATED FOR RETENTION THAT ARE DETERMINED TO BE UNHEALTHY OR DAMAGED AND POSE A HAZARD SHALL BE REMOVED. DUE TO THE INHERENT RISK OF FAILURE FROM SEVERE WEATHER, UNDETECTABLE AND HIDDEN DISEASE, DEFECT, AND DAMAGE OF THE TREES TO BE RETAINED, SOUNDVIEW CONSULTANTS ASSUMES NO LIABILITY FOR BODILY INJURY, DEATH, OR PROPERTY DAMAGE RESULTING FROM FAILURE OF THE TREES TO BE RETAINED. PRELIMINARY INFOR1bfATION ONLY NOT FOR CONSTRUCTION 0 80 160 SOUNDVIEW CONSULTANTS LLC ASSUMES NO LIABILITY OR RESPONSIBILITY FOR CONSTRUCTION, IMPROVEMENTS, OR ESTIMATES BASED ON THIS PLAN SET GRAPHIC SCALE 1"=80' LEGEND TREE RETENTION SAMPLE AREA -83,323 SF (1.91 ACRES) ADDITIONAL TREE RETENTION AREAS -44,009 SF (1.01 ACRES) AREAS NOT SUITED FOR TREE PLANTING -286,882 SF (6.59 ACRES) S P5 TREE SAMPLE PLOT International Society of Arborculture Registered Arborist xv_ "� - Monica Szarvas Certificate No. PN-8852A l9plff 0 U i z > z ct� 0 cry Z w ° <c x Q f- oz W LL N r0 J N N 0 �U q 00 N N 00 [ 0' z z > w 0-)(_0 00 z cn Lu I Ln I Ln zQf N N z - Lli CO �- un T) 00 J JN ° JN' J w W ��Z n� O p 00 00 (n N N N U � H O � a • M eo"01 Q . a) V ccnn_�o W � ` Z Z a) W O u� / O C P4 C3 O � W pp DATE:3/03/2020 Jos: 1779.0002 BY: DB/MS SCALE: SEE GRAPHIC SHEET 2 OF Z ALTA/NSPS LAND TITLE SURVEY TITLE INFORMATION (APN. 092104-9028-01) LEGAL DESCRIPTION: (PER CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140447-06, DATED DECEMBER 7, 2018 AT 8:OOAM) THAT PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE EASTERLY MARGIN OF THAT TRACT OF LAND CONVEYED TO THE STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO. 1 BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 4980055; EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR STREET BY DEEDS RECORDED UNDER KING COUNTY RECORDING NO. 4998484 AND RECORDING NO. 5059062; AND EXCEPT ALL COAL AND MINERALS AND THE RIGHT TO EXPLORE FOR AND MINE THE SAME AS RESERVED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 1599786; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SPECIAL EXCEPTIONS: (PER CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140447-06, DATED DECEMBER 7, 2018 AT 8:OOAM) 1. RELINQUISHMENT OF ACCESS TO STATE HIGHWAY NUMBER 1 AND OF LIGHT, VIEW AND AIR BY DEED: GRANTEE: STATE OF WASHINGTON RECORDING DATE: DECEMBER 26, 1958 RECORDING NO.: 4980055 (PLOTTED HEREON) 2. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDING DATE: OCTOBER 1, 1959 RECORDING NO.: 5086500 (NOT PLOTTABLE) BLANKET MINERAL RIGHTS 3. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDING DATE: SEPTEMBER 24, 1987 RECORDING NO.: 8709241192 (NOT PLOTTABLE) BLANKET IN NATURE 4. RESERVATION OF ALL COAL, OIL, GAS AND MINERAL RIGHTS, AND RIGHTS TO EXPLORE FOR THE SAME CONTAINED IN THE DEED GRANTOR: WEYERHAEUSER TIMBER CO., A WASHINGTON CORPORATION RECORDING DATE: MARCH 22, 1992 RECORDING NO.: 1599786 NOTE: SAID DEED PROVIDES FOR JUST AND REASONABLE COMPENSATION FOR ANY INJURY TO THE SURFACE OF SAID LAND IN EXERCISING THEIR RIGHTS (NOT PLOTTABLE) BLANKET MINERAL RIGHTS (ITEMS 5 THROUGH 9, INCLUSIVE, ARE FINANCIAL OR GENERAL TITLE EXCEPTIONS AND ARE NOT SURVEY RELATED.) (APN. 092104-9160) LEGAL DESCRIPTION: (PER CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140448-06, DATED DECEMBER 10, 2018 AT 8:OOAM) THAT PORTION OF THE EAST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W. M., RECORDS OF KING COUNTY, WASHINGTON, LYING NORTHERLY OF A LINE PARALLEL WITH AND 90 FEET NORTHERLY, AS MEASURED AT RIGHT ANGLES TO THE NORTH LINE OF PRIMARY STATE HIGHWAY NO. 5, AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER AUDITOR'S FILE NO. 5002386. TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE EAST 30 FEET OF THE SOUTH 90 FEET OF THAT PORTION OF SAID EAST HALF LYING NORTHERLY OF PRIMARY STATE HIGHWAY NO. 5, AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED) UNDER AUDITOR'S FILE NO. 5002386. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SPECIAL EXCEPTIONS: (PER CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140448-06, DATED DECEMBER 10, 2018 AT 8:OOAM) 1. RESERVATION OF ALL COAL, OIL, GAS AND MINERAL RIGHTS, AND RIGHTS TO EXPLORE FOR THE SAME CONTAINED IN THE DEED GRANTOR: WEYERHAEUSER TIMBER CO., A WASHINGTON CORPORATION RECORDING DATE: MARCH 22, 1922 RECORDING NO.: 1599786 NOTE: SAID DEED PROVIDES FOR JUST AND REASONABLE COMPENSATION FOR ANY INJURY TO THE SURFACE OF SAID LAND IN EXERCISING THEIR RIGHTS. (NOT PLOTTBALE) BLANKET MINERAL RIGHTS 2. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: UNITED STATES OF AMERICA PURPOSE: ELECTRIC TRANSMISSION AND DISTRIBUTION LINE, TOGETHER WITH NECESSARY APPURTENANCES RECORDING DATE: JANUARY 6, 1941 RECORDING NO.: 3139642 AFFECTS: A PORTION OF SAID PREMISES (ASBUILT LOCATION PLOTTED HEREON) 3. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: UNITED STATES OF AMERICA PURPOSE: ELECTRIC TRANSMISSION AND DISTRIBUTION LINE, TOGETHER WITH NECESSARY APPURTENANCES RECORDING DATE: JANUARY 23, 1943 RECORDING NO.: 3288633 AFFECTS: A PORTION OF SAID PREMISES (ASBUILT LOCATION PLOTTED HEREON) 4. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: UNITED STATES OF AMERICA PURPOSE: ELECTRIC TRANSMISSION AND DISTRIBUTION LINE, TOGETHER WITH NECESSARY APPURTENANCES RECORDING DATE: NOVEMBER 7, 1958 RECORDING NO.: 4963340 AFFECTS: A PORTION OF SAID PREMISES (PLOTTED HEREON) 5. RELEASE OF DAMAGE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: EMIL TAASEVIGEN AND ESTHER TAASEVIGEN AND: STATE OF WASHINGTON RECORDED: FEBRUARY 27, 1959 RECORDING NO: 5002386 RELEASING THE STATE OF WASHINGTON FROM ALL FUTURE CLAIMS FOR DAMAGES RESULTING FROM: CONSTRUCTION, CHANGES OF GRADES, LOCATION, MAINTENANCE AND OPERATION OF PRIMARY STATE HIGHWAY NO. 5 (PLOTTED HEREON) 6. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: ARTHUR P. HENDERSON PURPOSE: INGRESS AND EGRESS RECORDING DATE: JANUARY 27, 1961 RECORDING NO.: 5246159 AFFECTS: PORTION OF SAID PREMISES (PLOTTED HEREON) 7. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: OLYMPIC PIPELINE COMPANY PURPOSE: PIPELINE OR PIPELINES FOR THE TRANSMISSION OF OIL AND GAS AND THE PRODUCTS THEREOF, AND APPURTENANCES RECORDING DATE: JUNE 10, 1964 RECORDING NO.: 5746718 AFFECTS: PORTION OF SAID PREMISES SAID EASEMENT IS A RE-RECORD OF EASEMENT RECORDED UNDER RECORDING NO. 5743173 (PLOTTED HEREON) NO EVIDENCE OF PIPE FOUND 8. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS DISCLOSED IN A DOCUMENT: PURPOSE: INGRESS, EGRESS AND UTILITIES RECORDING DATE: DECEMBER 6, 1974 RECORDING NO.: 7412060241 AFFECTS: PORTION OF SAID PREMISES (PLOTTED HEREON) 9. NOTICE OF ADDITIONAL WATER AND SEWER FACILITY TAP OR CONNECTION CHARGES: FILED BY: FEDERAL WAY WATER AND SEWER DISTRICT RECORDED: MAY 18, 1987 RECORDING NO.: 8705181420 (NOT PLOTTABLE) BLANKET IN NATURE FOR SEWER/WATER CONNECTION CHARGES. 10. NOTICE OF ADDITIONAL WATER AND SEWER FACILITY TAP OR CONNECTION CHARGES: FILED BY: FEDERAL WAY WATER AND SEWER DISTRICT RECORDED: MAY 12, 1989 RECORDING NO.: 8905120210 (NOT PLOTTABLE) BLANKET IN NATURE FOR SEWER/WATER CONNECTION CHARGES. 11, MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED: NOTICE OF ON -SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENT RECORDING DATE: OCTOBER 4, 2007 RECORDING NO.: 20071004001493 REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. (NOT PLOTTABLE) BLANKET IN NATURE FOR SEPTIC OPERATIONS & MAINTENANCE REQUIREMENTS. 12. ANY RIGHTS, INTERESTS, OR CLAIMS WHICH MAY EXIST OR ARISE BY REASON OF THE FOLLOWING SURVEY, RECORDING DATE: APRIL 14, 2016 RECORDING NO.: 20160414900001 (PLOTTED HEREON) DOCUMENT SHOWS CALCULATED COVINGTON-TACOMA SURVEY LINE. (ITEMS 13 THROUGH 18, INCLUSIVE, ARE FINANCIAL OR GENERAL TITLE EXCEPTIONS AND ARE NOT SURVEY RELATED.) (APN. 092104-9187) LEGAL DESCRIPTION: (PER CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140449-06, DATED DECEMBER 11, 2018 AT 8:OOAM) THE EAST THREE QUARTERS OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE STATE ROAD NO. 5 (SOUTH 320TH STREET), AS CONDEMNED BY JUDGMENT AND DECREE OF APPROPRIATION ENTERED AUGUST 21, 1959, IN KING COUNTY SUPERIOR COURT CAUSE NO. 535119. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SPECIAL EXCEPTIONS: (PER CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140449-06, DATED DECEMBER 11, 2018 AT 8:OOAM) 1. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: UNITED STATES OF AMERICA PURPOSE: ELECTRIC TRANSMISSION LINE AND TELEPHONE AND TELEGRAPH LINES RECORDING DATE: JANUARY 6, 1941 RECORDING NO.: 3139642 AFFECTS: PORTION OF SAID PREMISES AND OTHER PROPERTY (ASBUILT LOCATION PLOTTED HEREON) 2. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: UNITED STATES OF AMERICA PURPOSE: ELECTRIC TRANSMISSION LINES RECORDING DATE: JANUARY 23, 1943 RECORDING NO.: 3288633 AFFECTS: PORTION OF SAID PREMISES AND OTHER PROPERTY (ASBUILT LOCATION PLOTTED HEREON) 3. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: UNITED STATES OF AMERICA PURPOSE: ELECTRIC POWER TRANSMISSION STRUCTURES AND LINES RECORDING DATE: DECEMBER 4, 1958 RECORDING NO.: 4972636 AFFECTS: PORTION OF SAID PREMISES AND OTHER PROPERTY (ASBUILT LOCATION PLOTTED HEREON) 4. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: PUGET SOUND POWER & LIGHT COMPANY PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE RECORDING DATE: DECEMBER 16, 1963 RECORDING NO.: 5676589 AFFECTS: AS NOW STAKED OR AS MAY BE RELOCATED BY MUTUAL CONSENT (NOT PLOTTABLE) BLANKET IN NATURE FOR POWER FACILITIES. 5. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: OLYMPIC PIPELINE COMPANY, A DELAWARE CORPORATION PURPOSE: PIPELINE FOR TRANSMISSION OF OIL AND GAS AND THE PRODUCTS THEREOF, WATER OR ANY OTHER FLUID SUBSTANCE RECORDING DATE: OCTOBER 14, 1964 RECORDING NO.: 5798777 AFFECTS: ALONG THE EXISTING BONNEVILLE POWER LINE EASEMENT (NOT PLOTTABLE) BLANKET IN NATURE 6. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: WASHINGTON NATURAL GAS COMPANY PURPOSE: GAS PIPELINE OR PIPELINES RECORDING DATE: JULY 28, 1966 RECORDING NO.: 6061463 AFFECTS: SAID PREMISES AND OTHER PROPERTY (NOT PLOTTABLE) BLANKET IN NATURE FOR GAS PIPELINE 7. TERMS AND CONDITIONS OF THE EASEMENT GRANTED OVER ADJACENT PROPERTY: RECORDED: JUNE 19, 1987 RECORDING NO.: 8706190483 (NOT PLOTTABLE) BLANKET IN NATURE FOR INGRESS EGRESS 8. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS RESERVED IN A DOCUMENT; RESERVED BY: LOWELL R. HENDERSON, A SINGLE PERSON PURPOSE: MAINTAINING AND REPAIRING A WATER PIPELINE RECORDING DATE: DECEMBER 8, 1993 RECORDING NO.: 9312081374 AFFECTS: THE EAST 4 FEET OF SAID PREMISES (PLOTTED HEREON) 9. RESERVATIONS AND EXCEPTIONS CONTAINED IN THE DEED GRANTOR: NORTHERN PACIFIC RAILROAD COMPANY RECORDING NO.: 285817 RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE LAND. THE COMPANY MAKES NO REPRESENTATIONS ABOUT THE PRESENT OWNERSHIP OF THESE RESERVED AND EXCEPTED INTERESTS. (NOT PLOTTABLE) BLANKET IN NATURE FOR PUBLIC ROAD EASEMENT 10. RESERVATION OF ALL COAL, OIL, GAS AND MINERAL RIGHTS, AND RIGHTS TO EXPLORE FOR THE SAME CONTAINED IN THE DEED GRANTOR: WEYERHAEUSER TIMBER CO., A WASHINGTON CORPORATION RECORDING DATE: MARCH 22, 1922 RECORDING NO.: 1599786 NOTE: SAID DEED PROVIDES FOR JUST AND REASONABLE COMPENSATION FOR ANY INJURY TO THE SURFACE OF SAID LAND IN EXERCISING THEIR RIGHTS. (NOT PLOTTABLE) BLANKET MINERAL RIGHTS 11. CONDEMNATION OF ACCESS TO STATE HIGHWAY NUMBER 1-5 AND OF LIGHT, VIEW AND AIR BY DECREE IN FAVOR OF THE STATE OF WASHINGTON: SUPERIOR CASE CAUSE NUMBER: 535119 COUNTY: KING DATE ENTERED: AUGUST 21, 1959 (NO DOCUMENTS PROVIDES) (ITEMS 12 THROUGH 14, INCLUSIVE, ARE FINANCIAL OR GENERAL TITLE EXCEPTIONS AND NOT SURVEY RELATED.) (APN. 092104-9139 & 0921049316) LEGAL DESCRIPTION: (PER CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140452-06, DATED DECEMBER 12, 2018 AT 8:OOAM) PARCEL A (APN. 092104-9139) THAT PORTION OF THE SOUTH 3/4 OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE EASTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 AS CONDEMNED BY JUDGMENT AND DECREE OF APPROPRIATION ENTERED AUGUST 21, 1959, UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 535119; EXCEPT THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 9; AND EXCEPT THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 9; EXCEPT COUNTY ROADS. PARCEL B (APN. 092104-9316): THE WEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING NORTHERLY AND EASTERLY OF THE NORTH AND EAST MARGINS OF PRIMARY STATE HIGHWAY NO. 1 AS CONDEMNED BY JUDGMENT AND DECREE OF APPROPRIATION ENTERED AUGUST 21, 1959, UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 535119; AND EXCEPT THE SOUTH 50 FEET THEREOF FOR COUNTY ROAD. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. (PER CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140452--06, DATED DECEMBER 12, 2018 AT 8:OOAM) 1. RESERVATIONS AND EXCEPTIONS CONTAINED IN THE DEED GRANTOR: NORTHERN PACIFIC RAILROAD COMPANY RECORDING NO.: 285817 RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE LAND. THE COMPANY MAKES NO REPRESENTATIONS ABOUT THE PRESENT OWNERSHIP OF THESE RESERVED AND EXCEPTED INTERESTS. (NOT PLOTTABLE) BLANKET MINERAL RIGHTS 2, RESERVATION OF ALL COAL, OIL, GAS AND MINERAL RIGHTS, AND RIGHTS TO EXPLORE FOR THE SAME CONTAINED IN THE DEED GRANTOR: WEYERHAEUSER TIMBER CO., A WASHINGTON CORPORATION RECORDING DATE: MARCH 22, 1922 RECORDING NO.: 1599786 NOTE: SAID DEED PROVIDES FOR JUST AND REASONABLE COMPENSATION FOR ANY INJURY TO THE SURFACE OF SAID LAND IN EXERCISING THEIR RIGHTS. (NOT PLOTTABLE) BLANKET MINERAL RIGHTS 3. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: UNITED STATES OF AMERICA PURPOSE: ELECTRIC TRANSMISSION LINE(S) AND TELEPHONE AND TELEGRAPH LINES) RECORDING DATE: JANUARY 6, 1941 RECORDING NO.: 3139642 AFFECTS: A SOUTHEASTERLY PORTION OF SAID PREMISES AND OTHER PROPERTY (ASBUILT LOCATION PLOTTED HEREON) 4. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: UNITED STATES OF AMERICA PURPOSE: ELECTRIC TRANSMISSION LINE(S) AND TELEPHONE AND TELEGRAPH LINE(S) RECORDING DATE: JANUARY 23, 1943 RECORDING NO.: 3288633 AFFECTS: A SOUTHEASTERLY PORTION OF SAID PREMISES AND OTHER PROPERTY (ASBUILT LOCATION PLOTTED HEREON) 5. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: UNITED STATES OF AMERICA PURPOSE: ELECTRIC POWER TRANSMISSION STRUCTURES AND LINE(S) RECORDING DATE: DECEMBER 4, 1958 RECORDING NO.: 4972636 AFFECTS: A SOUTHEASTERLY PORTION OF SAID PREMISES AND OTHER PROPERTY (ASBUILT LOCATION PLOTTED HEREON) 6. CONDEMNATION OF ACCESS TO STATE HIGHWAY NUMBER 1 (SR 5) AND OF LIGHT, VIEW AND AIR BY DECREE IN FAVOR OF THE STATE OF WASHINGTON: SUPERIOR CASE CAUSE NUMBER: 535119 COUNTY: KING DATE ENTERED: AUGUST 21, 1959 (DOCUMENTS NOT PROVIDED) 7. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: PUGET SOUND POWER & LIGHT COMPANY PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE(S) AND APPURTENANCES RECORDING DATE: DECEMBER 16, 1963 RECORDING NO.: 5676589 AFFECTS: A PORTION OF PARCEL B AND OTHER PROPERTY NOTE: THE DESCRIPTION CONTAINED IN THE ABOVE INSTRUMENT IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. (NOT PLOTTABLE) BLANKET IN NATURE FOR POWER FACILITIES 8. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE(S) AND APPURTENANCES RECORDING DATE: DECEMBER 16, 1963 RECORDING NO.: 5676590 AFFECTS: A PORTION OF PARCEL A NOTE: THE DESCRIPTION CONTAINED IN THE ABOVE INSTRUMENT IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. (NOT PLOTTABLE) BLANKET IN NATURE FOR POWER FACILITIES 9. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: WASHINGTON NATURAL GAS COMPANY PURPOSE: GAS PIPELINE OR PIPELINES RECORDING DATE: JULY 28, 1966 RECORDING NO.: 6061458 AFFECTS: A PORTION OF PARCEL A NOTE: THE DESCRIPTION CONTAINED IN THE ABOVE INSTRUMENT IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. (NOT PLOTTABLE) BLANKET IN NATURE FOR GAS PIPELINE 10. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: WASHINGTON NATURAL GAS COMPANY PURPOSE: GAS PIPELINE OR PIPELINES RECORDING DATE: JULY 28, 1966 RECORDING NO.: 6061463 AFFECTS: A PORTION OF PARCEL B NOTE: THE DESCRIPTION CONTAINED IN THE ABOVE INSTRUMENT IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HERE:N DESCRIBED. (NOT PLOTTABLE) BLANKET IN NATURE FOR GAS PIPELINE 11. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BLOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN OR DISCLOSED BY A DOCUMENT: PURPOSE: INGRESS, EGRESS AND UTILITIES RECORDING DATE: JUNE 19, 1987 RECORDING NO.: 8706190483 AFFECTS: PORTION(S) OF PARCEL B OF SAID PREMISES AND OTHER PROPERTY AS DESCRIBED IV DOCUMENT (NOT PLOTTABLE) BLANKET IN NATURE FOR INGRESS AND EGRESS 12. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: GTE WIRELESS C THE PACIFIC INCORPORATED PURPOSE: INSTALLATION, OPERATION AND MAINTENANCE OF ELECTRICAL AND TELEPHONE UTILITIES AND FOR PEDESTRIAN AND VEHICULAR INGRESS AND EGRESS NECESSARY THERETO RECORDING DATE: MARCH 30, 1993 RECORDING NO,: 9803302191 AFFECTS: A PORTION OF SAID PREMISES AS DESCRIBED AND DELINEATED IN DOCUMENT NOTE: THE DESCRIPTION CONTAINED IN THE ABOVE INSTRUMENT IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. (NOT PLOTTABLE) DOCUMENT REFERS TO A 15-FOOT STRIP BETWEEN TOWERS, HOWEVER, DOCUMENT IS INSUFFICIENT TO DETERMINE EXACT LOCATION. 13. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: WESTERN PCS BTA I CORPORATION, A WASHINGTON CORPORATION PURPOSE: INSTALLATION, OPERATION AND MAINTENANCE OF ELECTRICAL AND TELEPHONE UTILITIES AND FOR PEDESTRIAN AND VEHICULAR INGRESS AND EGRESS NECESSARY THERETO RECORDING DATE: JANUARY 15, 1999 RECORDING NO.: 9901150887 AFFECTS: A PORTION OF SAID PREMISES AS DESCRIBED AND DELINEATED IN DOCUMENT NOTE: THE DESCRIPTION CONTAINED IN THE ABOVE INSTRUMENT IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. (NOT PLOTTABLE) DOCUMENT REFERS TO A 15-FOOT STRIP BETWEEN TOWERS, HOWEVER, DOCUMENT IS INSUFFICIENT TO DETERMINE EXACT LOCATION. 14. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN OR DISCLOSED BY THE DOCUMENT ENTITLED "SENSITIVE AREA NOTICE" RECORDING DATE: MARCH 29, 2000 RECORDING NO.: 20000329000552 (PLOTTED HEREON) WETLAND BUFFER PLOTTED HEREON, HOWEVER, STEEP SLOPES DON'T EXIST IN THE AREA SHOWN ON DEPICTION 15. ANY RIGHTS, INTERESTS, OR CLAIMS WHICH MAY EXIST OR ARISE BY REASON OF THE FOLLOWING MATTERS DISCLOSED BY SURVEY, RECORDING DATE: DECEMBER 15, 1998 RECORDING NO.: 9812159002 MATTERS SHOWN: A) FENCES LOCATIONS DO NOT CONFORM TO NORTHERLY AND WESTERLY PROPERTY BOUNDARIES OF SAID PREMISES. B) ACCESS TO STRUCTURES ON SAID PREMISES IS LOCATED OVER PORTIONS OF SOUTHERLY ADJOINER. (NOT PLOTTABLE) 16, COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON SITE SURVEY: RECORDING NO: 19991207900026 (LEASE AREA PLOTTED HEREON) 17. TERMS AND CONDITIONS OF NOTICES OF CHARGES BY WATER, SEWER AND/OR STORM AND SURFACE WATER UTILITIES, RECORDED UNDER RECORDING NOS. 8705181420 AND 8905120210. (NOT PLOTTABLE) BLANKET IN NATURE FOR SEWER/WATER CONNECTION CHARGES. (ITEMS 18 THROUGH 25, INCLUSIVE, ARE FINANCIAL OR GENERAL TITLE EXCEPTIONS AND ARE NOT SURVEY RELATED) (TITLE INFORMATION CONTINUED ON NEXT SHEET) SURVEYOR'S CERTIFICATION: RECEIVED MAR 0 6 2020 TO: CHICAGO TITLE COMPANY OF WASHINGTON; AND CITY OF FEDERAL WAY THE PAPE GROUP, INC. COMMUNITY DEVELOPMENT THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 4, 5, 7(A), 7(B)(1), 8, 9, 11, 13, 16 AND 18 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON NOVEMBER 25, 2019. DATE OF PLAT OR MAP: DECEMBER 7, 2019 12/7/19 BRIAN D. GILLOOLY, WASHINGTON REGIS- ON N0. 46315 DATE Wc:) U z 0 uj u3 b c o LI_ 75 Z m 0_ L.L.ir I- 1— to W ¢ W LI_ = d' W W 0 � � Z Camu) CL W u) r N F— z z = � o _ Q 1- LL I- U F—. 0 Z _z Y _ U T m m 0 L- z Q J u) W H U) <C 0_ 0 0 Lo M 0 Lu z W 0 W Z i - o N C X U i Nt L ot > m � m m c r c o •N o m a °' 0 0 U Q W E v c D i V CU � � M 000Lill � � N � Q Ln 4-i N N L(j � v Nt Cy) o E co 00 z 0 o o CV v X I 0- 00 N 0 a� 0 N 0 V Q TITLE INFORMATION (CONTINUED) (APN. 092104-9206) I1 2W01 twLe (PER CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 140450-06, DATED DECEMBER 12, 2018 AT 8:OOAM) THE SOUTH 90 FEET OF THAT PORTION OF THE EAST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF PRIMARY STATE HIGHWAY Na 5 (SOUTH 320TH STREET), AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 5002386, RECORDS OF KING COUNTY, WASHINGTON. SPECIAL EXCEPTIONS: (PER CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 140450-06, DATED DECEMBER 12, 2018 AT 8:OOAM) 1. RESERVATIONS AND EXCEPTIONS CONTAINED IN THE DEED GRANTOR: NORTHERN PACIFIC RAILROAD COMPANY RECORDING NO.: 285817 RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE LAND. THE COMPANY MAKES NO REPRESENTATIONS ABOUT THE PRESENT OWNERSHIP OF THESE RESERVED AND EXCEPTED INTERESTS. (NOT PLOTTABLE) BLANKET MINERAL RIGHTS 2. RESERVATION OF ALL COAL, OIL, GAS AND MINERAL RIGHTS, AND RIGHTS TO EXPLORE FOR THE SAME CONTAINED IN THE DEED GRANTOR: WEYERHAEUSER TIMBER CO., A WASHINGTON CORPORATION RECORDING DATE: MARCH 24 1922 RECORDING NO.: 1599786 (NOT PLOTTABLE) BLANKET MINERAL RIGHTS 3. RELEASE OF DAMAGE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDING DATE: FEBRUARY 27, 1959 RECORDING NO.: 5002386 (NOT PLOTTABLE) BLANKET IN NATURE FOR ACCESS TO CREATE ROAD APPROACH 4. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDING DATE: OCTOBER 1, 1959 RECORDING NO.: 5086500 (NOT PLOTTABLE) BLANKET MINERAL RIGHTS 5. EASEMENT(S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: PURPOSE: INGRESS, EGRESS AND UTILITIES RECORDING DATE: DECEMBER V 1974 RECORDING NO.: 7412060241 AFFECTS: AS DESCRIBED THEREIN (PLOTTED HEREON) 6. TERMS AND CONDITIONS OF NOTICE OF ADDITIONAL WATER OR SEWER FACILITY TAP OR CONNECTION CHARGE, RECORDED UNDER RECORDING NUMBERS 8705181420 AND 8905120210. (NOT PLOTTABLE) BLANKET IN NATURE FOR SEWER/WATER CONNECTION CHARGES. (ITEMS 7 THROUGH 10, INCLUSIVE, ARE FINANCIAL OR GENERAL TITLE EXCEPTIONS AND ARE NOT SURVEY RELATED) (APN. 092104-9140) LEGAL DESCRIPTION: (PER CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0140451-06, DATED DECEMBER 14, 2018 AT 8:OOAM) THAT PORTION OF THE WEST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTH OF THE NORTH LINE OF PRIMARY STATE HIGHWAY NO. 1, AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 5039630. SPECIAL EXCEPTIONS: (PER CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT N0. 0140451-06, DATED DECEMBER 14, 2018 AT 8:OOAM) 1. RESERVATION OF ALL COAL, OIL, GAS AND MINERAL RIGHTS, AND RIGHTS TO EXPLORE FOR THE SAME CONTAINED IN THE DEED GRANTOR: WEYERHAEUSER TIMBER CO., A WASHINGTON CORPORATION RECORDING DATE: MAY 22, 1922 RECORDING NO.: 1599786 THE COMPANY MAKES NO REPRESENTATIONS ABOUT THE PRESENT OWNERSHIP OF THESE RESERVED AND EXCEPTED INTERESTS. (NOT PLOTTABLE) BLANKET MINERAL RIGHTS 2. RESERVATIONS OF OIL, COAL, GAS AND MINERALS AND/OR MINERAL RIGHTS OF ANY NATURE, AND RIGHT OF ENTRY TO EXPLORE SAME, CONTAINED IN THE DEED RECORDING DATE: JUNE 10, 1919 RECORDING NO.: 1315102 THE COMPANY MAKES NO REPRESENTATIONS ABOUT THE PRESENT OWNERSHIP OF THESE RESERVED AND EXCEPTED INTERESTS. (NOT PLOTTABLE]) BLANKET MINERAL RIGHTS 3. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: UNITED STATES OF AMERICA PURPOSE: ELECTRIC TRANSMISSION LINE RECORDING DATE: JANUARY 6, 1941 RECORDING NO.: 3139642 AFFECTS: AS DESCRIBED THEREIN (ASBUILT LOCATION PLOTTED HEREON) 4. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: UNITED STATES OF AMERICA PURPOSE: ELECTRIC TRANSMISSION LINE RECORDING DATE: JANUARY 23, 1943 RECORDING NO.: 3288633 AFFECTS: AS DESCRIBED THEREIN (ASBUILT LOCATION PLOTTED HEREON) 5. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: UNITED STATES OF AMERICA PURPOSE: ELECTRIC TRANSMISSION LINE RECORDING DATE: NOVEMBER 21 1958 RECORDING NO.: 4972634 AFFECTS: AS DESCRIBED THEREIN (ASBUILT LOCATION HEREON) 6. RELEASE OF DAMAGE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDING DATE: JUNE 1 1959 RECORDING NO.: 5039630 (NOTE PLOTTABLE) BLANKET IN NATURE FOR ACCESS TO CREATE ROAD APPROACH 7. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: OLYMPIC PIPE LINE COMPANY PURPOSE: PIPE LINE RECORDING DATE: JUNE 1 1, 1964 RECORDING NO.: 5747428 AFFECTS: AS DESCRIBED THEREIN (NOT PLOTTABLE) BLANKET IN NATURE FOR GAS PIPELINE 8. TERMS AND CONDITIONS OF NOTICE OF ADDITIONAL WATER OR SEWER FACILITY TAP OR CONNECTION CHARGE, RECORDED UNDER RECORDING NUMBER 8905120210. (NOT PLOTTABLE) BLANKET IN NATURE FOR SEWER/WATER CONNECTION CHARGES. (ITEMS 9 THROUGH 12, INCLUSIVE, ARE FINANCIAL OR GENERAL TITLE EXCEPTIONS AND ARE NOT SURVEY RELATED) SURVEY INFORMATION HORIZONTAL DATUM HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/11 PER WSDOT. WSDOT MONUMENT ID. NO. 6329 (IS17198) WAS HELD FOR POSITION, AND A LINE BETWEEN SAID MONUMENT ID. NO. 6329 (IS17198) AND MONUMENT ID. NO 1376 (GP17005-83) WAS HELD FOR ROTATION, BEING NORTH 10`48'19" EAST. VERTICAL DATUM VERTICAL DATUM FOR THIS SURVEY IS NAVD 88 PER WSDOT. WSDOT VERTICAL CONTROL POINT NO. 6329 WAS HELD FOR ELEVATION, BEING 420.15'(NAVD 88) LOT AREA 867,668 +/- S.F. (19.919AC +/-) PARCEL NUMBER — ADDRESS 092104-9028 31625 32ND AVENUE S. FEDERAL WAY, WA 98001 092104-9139 3010 S. 320TH STREET FEDERAL WAY, WA 98001 092104-9160 3126 S. 320TH STREET FEDERAL WAY, WA 98001 092104-9140 3112 S. 320TH STREET FEDERAL WAY, WA 98001 092104-9187 3014 S. 320TH STREET FEDERAL WAY, WA 98001 092104--9206 XXX S. 320TH STREET FEDERAL WAY, WA 98001 092104-9316 XXX S. 320TH STREET FEDERAL WAY, WA 98007 REFERENCE SURVEYS: RECORD OF SURVEY AFN. 9812159002 (R1) DATE OF SURVEY: THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 25, 2019. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN NOVEMBER OF 2019. SURVEYOR'S NOTES: • ALL DISTANCES SHOWN HEREON ARE GROUND MEASUREMENTS IN U.S. SURVEY FEET. • THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY, AND DON'T PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. • UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. • THE LEGAL DESCRIPTION AND SPECIAL EXCEPTIONS SHOWN HEREON ARE PER THE ABOVE REFERENCED TITLE REPORT UNLESS OTHERWISE NOTED. • THIS SURVEY HAS DEPICTED ALL VISIBLE OCCUPATIONAL INDICATORS (IE. FENCE LINES, BUILDINGS, WALLS, ETC. - SEE MAP FOR PARTICULARS) PER W.A.C. 332-130. LINES OF OCCUPATION, AS DEPICTED, MAY INDICATE AREAS OF POTENTIAL CLAIMS OF UNWRITTEN OWNERSHIP. THIS SURVEY HAS ONLY DEPICTED THE RELATIONSHIP BETWEEN LINES OF OCCUPATION AND DEEDED LINES OF RECORD. NO RESOLUTION OF OWNERSHIP BASED ON UNWRITTEN RIGHTS HAS BEEN MADE BY THIS SURVEY OR BY ANY PERSONNEL OF BARGHAUSEN CONSULTING ENGINEERS, INC. • THIS IS A FIELD TRAVERSE SURVEY. SPECTRA PRECISION FOCUS 30, TOPCON GR5 GPS AND SPECTRA PRECISION RANGER DATA COLLECTOR WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN W.A.C. 332-130-090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS AND USED BY APPROPRIATELY TRAINED PERSONNEL. • THIS SURVEY MEETS OR EXCEEDS THE "RELATIVE POSITIONAL PRECISION" REQUIREMENTS SET FORTH IN THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS IN SECTION 3(E). • BARGHAUSEN CONSULTING ENGINEERS, INC. SURVEY CREWS DETECTED NO OBSERVABLE EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS ON THE SUBJECT PROPERTY. LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) it SURVEY MONUMENT (AS NOTED) + SECTION CORNER (AS NOTED) • SET REBAR/CAP (LS#45789) 0 FOUND REBAR/CAP (AS NOTED) 0 SET 2'X2" HUB/TACK LINE STAKE L, MAG/WASHER OR LEAD/TACK (AS NOTED) BENCHMARK �— LUMINAIRE (LUM.) CEO YARD LIGHT ORNAMENTAL LIGHT o � TRAFFIC SIGNAL LIGHTS Fo POWER METER -O- POWER POLE ® JUNCTION BOX (AS NOTED) TELEPHONE MANHOLE CATCH BASIN 08) STORM MANHOLE (SDMH) 0 SANITARY SEWER MANHOLE (SSMH) 0 CLEANOUT (AS NOTED) GAS METER D4 GAS VALVE WATER VALVE (WV) FAUCET J FIRE HYDRANT(FH) / CONNECTION(FDC) ® WATER MANHOLE 03 WATER METER BLOW -OFF / AIRVAC ® MONITOR WELL JZ SIGN D IRRIGATION SPRINKLER DIRECTIONAL ARROW ( HANDICAP ALTA/NSPS LAND TITLE SURVEY 15"ADS CULV. S IE=448.31' l,N 454----- - POLE /� �`: • • . ��/// N-3f0 WINCHES -INVESTMENT- SDMH// A�Mh� EL=592' Si \ , / w _�51sD N IE=448.72 g ' GROUP / i'� 15"A�)SE IE=448.72' I 1 \; i " 1 // ' •-- �-•�___ � NW COR. 2.1 � 'WOOD 237f' �f //% S. 06 LINE y \� " ci ' f� f r IRRG. VALVE a A22 f /! i� / o (TYPICAL) ARENA / ❑ �f a/ .' ,fro it � vtx I YARD DRAIN { P I (TYPICAL) STABLES j N AND A''• . yj I ). ; WOOD I o �' BUILDING i7 I . ALL- -462 30' 1 f / j / "I S.F.=7,283't ` _.." 0 ( /}: ' I 1 ! X J HGT 28 t YY c c A-21� ) SHED l - �I i /�' �-� I 1 `, - , F.F.=458.70' �� t 0 25' 50' 100' o a-2o l : — y� _ I c r 1 i : i / >� �' ' : r /' . Ro�F DRaI / I l INO ..: t /J/ :� `..:i (/ o — (,/PICAL} '� % I �.."•^-... ` �• � •' � \ . ' Spa. / SCALE: 'I -50 � � ( � / �� . ,/1 . � /. ...s�PTlc x CHAIN LINK FENCE WOOD FENCE ❑ — HOGWIRE FENCE ***— SILT FENCE O METAL/IRON FENCE —�—� GUARD RAIL/CABLE FENCE — w — WATER LINE — c — GAS LINE STEAM LINE —T(xx)— TELEPHONE LINE (OH) OR (UG) —P(xx)— POWER LINE (OH) OR (UG) —SD — STORM LINE —ss — SEWER LINE CAMCAR ROCKERY Gl^m KEYSTONE WALL 0 DECIDUOUS TREE CONIFEROUS TREE TREE DRIPLINE CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT BUILDING LINE ABBREVIATIONS (R#) REFERENCE SURVEYS (OH) OVERHEAD (UG) UNDERGROUND (TYP) TYPICAL (C) CALCULATED (M) MEASURED 2. y.. DP-3W i' zip UND Y, . r ii_-HITC�i WOOD' 7r— PEN WALL 1f — I 1 \ r 466 •� j t / 1 I �'., �!'• : / / f \ �/ � F7f� AAA ss'N �' cl its r REAS LI ITING / r' F. I Ic \, ! I� 1. -r t trPOWER POLE "' I � CONC ' •, /; ' €) W/ CAMERA �I 04 �Q EREAFN SS 180055 € / DF(-4 W1t[ f /' >`, et,v i A-18 / o ✓ / r BUILDING t�. ---- jV % mme �/ / ( ROUND ' / S.F.=3,260 ,- ' ROUND 1 / '�1� 1 \ PEN Y HGT-26't PEN p F.F.=471.79' `Q r I I` CHIMNEY I IM17�T�k r I' (UG) Von,�� RISIR� �' % / ✓. 'WE 744.12 ILA ( �1 GATEBASK�THpOpO�P 4 BERM (/ � r I'• TO OF �I FND CASED 3/8' BRASS PLUG r CONC.W/9" LID. 2.27 DOW.COR. SEC.09, TWN. 21N., RG.4E] OVEMBES 2019) Irc a� low FND CASED 1 1/2" BRASSIE W/ UNCH IN 4X4 CONC. ( DOW 0.52' W/ 9" LID 30' ROW 12TMP CULV. S IE=461.82' _12"CMP CULV. N IE=463.78' , ! i 8"ADS CULV. S IE=465.93' t a� 8"ADS CULV. N IE=467.10' 0 11 POWER POLE W// TRANS. & ( C>BINET GUh ANCHOR A t / \ \j \ ' n A.T \ / BERM r � J5' '`'•' ,. �% --1 : - , � / .---- a b \. I i' ` J A-13 v...\ \` /', / \ A 12 f ! / j f f f {� \ A/ , / %�� OWN J 50 W OIBU�FEI# ' A-11 / j' t bas o5 2 / �^ f \ l -FND 1 REBAR ELL CAP ! { / 1 J /AA / / \ �b l ! / �.: \ l ; i / • l I 3I I DCI LS' #30023 (NOV E ER 2019) / ( A-10 1 � � f / t � r ':' "J .,� .;�'l�''l —478 �APN.h\ :.• i ,!: 092, 04 913 ECO BLOCK A-7 HYDRANT \ WETLAND A / f l 1 I I w (TYPICAL) e pe1 rI/ (TYPICAL) - _ / Ial //r400 el / 1 if l f a I / i ` 1 �,/ ►, / : / e�0" \ A-5 oil/ ui wz � %`l � � � j � �� Jj� � � ` f � / / � Q�o�l `o��• el �,> � / oil -' DP-1W! ( ! /l f jfj11J1 ! /� / l / / / /al Nl ^, Qo�l M :--'' 1 j > w z O u- z 5 p _ r_ rr V.. Q 3: U) W Q W LL 0 d'LLJ W Z < LL (D Q �z U) CL w U) I;-- (V FF-- z z = o F— LL U Q t-- O z z U 0- m W H W U _ 00 O Q � � O � LLI W Z W c ~ W Q W _ LL Q O O M O LL N 0 O U � rr LO I! L cn 0 - > a� E D z -0 0 01 ' m m �� c 05 c � f a Q 0 0 a Lu C co 00 N 0 CU Iv M Q c: Q p s- L0 4- N c: 0c) a 0 s cn x LY 2 E o !0 u • c d � N co E t^Q y O M o .m I w 0 N N 0 0 ALTA/NSPS LAND TITLE SURVEY 0 25' 50' 100' + _ G ST031 LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) SURVEY MONUMENT (AS NOTED) SECTION CORNER (AS NOTED) r SET REBAR/CAP (LS#45789) 0 FOUND REBAR/CAP (AS NOTED) ❑ SET 2"X2" HUB/TACK LINE STAKE MAG/WASHER OR LEAD/TACK (AS NOTED) BENCHMARK LUMINAIRE (LUM.) YARD LIGHT ORNAMENTAL LIGHT TRAFFIC SIGNAL LIGHTS POWER METER -0- POWER POLE ® JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE F CATCH BASIN (CB) STORM MANHOLE (SDMH) 0 SANITARY SEWER MANHOLE (SSMH) o CLEANOUT (AS NOTED) 00. GAS METER D4 GAS VALVE WATER VALVE (WV) s FAUCET FIRE HYDRANT(FH) / CONNECTION(FDC) WATER MANHOLE ® WATER METER BLOW -OFF / AIRVAC ® MONITOR WELL SIGN © IRRIGATION SPRINKLER DIRECTIONAL ARROW (�. HANDICAP x CHAIN LINK FENCE Ji WOOD FENCE ❑ HOGWIRE FENCE —** SILT FENCE p METAL/IRON FENCE —�—�— GUARD RAIL/CABLE FENCE — w — w — WATER LINE — G — G — GAS LINE —STEAM— STEAM LINE —T(xx)— TELEPHONE LINE (OH) OR (UG) P(xx) POWER LINE (OH) OR (UG) —SD — STORM LINE ss SEWER LINE ROCKERY KEYSTONE WALL { DECIDUOUS TREE CONIFEROUS TREE : TREE DRIPLINE CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT BUILDING LINE ABBREVIATIONS (R#) REFERENCE SURVEYS (OH) OVERHEAD (UG) UNDERGROUND (TYP) TYPICAL (C) CALCULATED (M) MEASURED S88'20'55"E 2600.17' 1s — FND 2" IRON PIPE W/ COPPER TACK. 1.10 DOWN. [S. COR RG. 4E. SEC. 09, TWN. 21 N., .� (NOVEMBER 2019) / W� 'tit f Z GAF W ND (BU(FER ( i A-11 AFdJ. 0 03�90005 2 i /. '. p 11 1 �__:� L' ✓ 7.: % ' i 1 / FND 1/REBAR/YELLqW/CAP DCI LS' #30023" (NOVEM�ER 2019} I / A-10 1 i �/ J I / J 1� J --478 1 1 )J' \ '`\ 1' i 1 / 1 / �\. J ((! f•:..>1 1 A. > ; A I J: - • •1 I I : I IAPN. /► : s�:: jl I` \ ; ,1 =.1 I i 1=1 092104-91A. 3 ECO BLOCK A_7 �J t ' ��;f HYDRANT / (TYPICAL) Ply \ WETLAND A , f ( { 111 ( / ` ) l J / / // I .I3.� BOLLARD (TYPICAL) 4l — — 482a� o � I` I I j foal tj i �/ lFFJjJj� 1 j(I {%I 4 ° / Pl a� co y, �co /P / I pa, §eLU pNl Ipa / P 1 y A—S Ploal .I. pN� / I,I_la W Plpa>/ Plpal / t f 4 Do � � A-4 o ' f (j{ , I r 1 �.... / � � /� oaf •: l pN� t ( ( / l 1 ) I ./ / ,r /•= Plp''' Ipa, Pl z / Pl DP-1 W� N M Nl /PI° / A-3 / ` I � / /,/ (jj �l 1 / 1 � Jy} J -°N�� / Plpal / ' ! Pl°� / PIoN1 /Jj j/J jJ jf/ jf((J pal / i eloa/ Pl°N� / . I .. / � \ /• l 1 t ! l f� 1f /Ploal padPIOHI _P , pa, APN. pN, A 2 1 / lI )__;�,/_�rPWOWTERJ LE ( / elo oaf el e< /. s . el R/ 092104-9160I°a, ,. \� / oNl 40' CONSTRUCTION / ro / oat4gg Plpal/ 'P al/ PI I j i �1 el `,EASEMENT �� Pl P� }� AF1I: 5746718 / / / �,!! Nl / C Plow dtl / \ Q�p PI° / / ! r 1�,�\ //' oa, ,' / /� `� � �� oN,� Plpa,/ I PI°N, /,: •� � I. ': VIA A-1 t / J G r Pl 1 Ploa . .b / I f N E . , 1 / oat / oNl / f P`°" ts+ 9.�� !r ( i� /qE PIP) el°� CONDUIT pal/ It jj / D BPA �, ' el Nl i ds pa,APN. ' Pe) $�'1 TEST X�%�104-91T0 4,1 STATION el°Plow�� l��i Xa LEASE AREA d 1 l I P�y� POWER POLE � IssloN �'�a$ND of TOYYE / A99 207900026 / I / /w� LUMIN. POLW R IN E ENT TRACE oN� PO P` pP� TRA I / I Plpe� 31642 Plow — I /,•ll 1 .:✓ C ; Pl°al / } el �\, jiSHED01 C. l v I jil f PIpNI / P, l P pN� \\\ " l u , `+ �1301 r �f v'V 1 �• ', , ' � / �� of / (/ l°`l'� \ / ��• IONI POWER - /c I J X CABINET 65' JMISSIDN POWER +� el°al a�/GNE EASEMENT '1 a I 3 DROPS / el°1J. 4963340, BUILDING 57.31. o / TRANSMISSION 4972634 & \ Pl TOWER / \ t: S.F.=2,786't ,I 3 i' le,10 TRANSM ION Plpa� 4972636 ? TANK LID ` HGT=19'i j f / r Llo E EA5EM MAILBO I 328863131 \ Ploal .. ( / �!, (TYPICAL pal y / 3 P bN� VAU •\ WATER EASEMENT / 3 + (� I AFN. 9312081374 I. 1 ./�^ PN. 1 \ a SHED BL4C .STUB --- , 092 04-9187 e a, TEsr nn�N. a -- / OIL / .\ Fs� TANK C 1LcLlGG:1 h3 -� WOOD SPED PT J' FEN rr / PI1I o �' \ SHED f 7 s / 1 lel v � ILDIBU NG 1, e�°a / 6146S LIMITING ACCESS TO 15 el ' / � (�S.F.=224'f � pal�ER AFN. 4980055 f jl f J t / / P.e j �� FND 5/8" REEAR/CAP ECK - x rract', a'l sEPn.\..' \ "AHBL LS �45161 -- ( SEPTIC DRAIP} o ii v, 1�IC;RAIN� 15' INGRESS & = t ' / TANK LID \ {NOVEMBER 2019) �{� FIELD (APPROX) EGRESS EASEMENT a (� 30' INGRESS /EGRESS IN E MID MONIMEal�° FIELDl� - --y IT AFN. 5246159 EASEMENT PER 4 )� j/ P I ( ) oa `� I { �t\''T �T.. i / WARRANTY DEED loPa Nl / Pla dlo 1 (N BE . 19 �j i Pl i \ . \ �77-J7•? ? I Plo pN1 / \ 1 \ POLE I BUILDING I A P W. 7412060241 ----- 1 '. GUYS ( S 1,548'f I l �• -" W CHOR I'I 0924-9206 POWER gUiLDING T€t. ^�i ^ i d� / Plpal PIpNI f ` c I Ploal i a \ \\ ';�G"GIC; E I c` ,00 POLE I / S.F.-1,147't . 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QS Ccc7 LNG s{uG} pCUG} p(uC) f M f S M e I �,M1 � G �-�•--n �afG}.-�'=-��J--G�-RE�•o�- � r� '{� � - Sf `` f Sf Aoy j 'M M PA M 6 O3 g �i0.i aI � V�1 . n..r�- . ,v,... . ,t..5., -'x�s. - �.; ram'u'c P ` ;.. i n_ --' � ...•.. - �• `..•.;.: .. ,�.\,. ...,. , . .. •�..fix .�t�eay.,,,-ry\A y ...., •� �ytyv. � a- -•' ,i ', 04 •a p�N� y,T. �v:. s 4Y.. '" .. ' •aM_ Ilk' €O 03-° ' u, \ I g I o f +. `•, °? i^'.-. �..' �fi�ay-` ,,:..i3' >. u. .3. ,• �vn.. ,'•;4 -,�'' - :sn,• 'O' ai` -------------- - ------_- �I- ------{# ---- ---------------- cs° / -'':'t^ . `�4'tr_Ni�. ate'• 'firs.:r-x. b ` 1.�\. :.''''.maa,->'s.' `'`•`'?•.pt�ci.-I . vn:, ui,�`.yc.��..�s'•,',4•tiw•;�•y*br` �'dy�•:,•eyr -t.i..4-0 ----------- / V� "\w"'•,,.8 ;: Sult•.•.•{.� av`'r*;ei�''" ..._yfr.ir:.y- . p4`°i'.;xG• �'�"�y;,� r q ha po I ; ago --+ 2 +00 �' \ 2400 32N ✓ —w �w . w--W—w *—w < I I £s \ J t -I q S02'05 34"W 132 .15 I�G—�—�—�—� , `�— ( \ ✓ \ a G G _._.. 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WAY GQ; iM,ivITY DEVELOPMENT ( PERMIT NO. 18-105640—CO I O II C N to a co ^' W r (O W N N C Q 00 05 N c 75 N CIO t0 0 LO 4-7 N N C v - m U 00� co O E C7 z s o 0 APPROVED o CV � ---� DATE n ■ PRELIMINARY LANDSCAPE and IRRIGATION ART EXISTING VEGETATION TO BE RETAINED 7° -�..` �- /////j��%�T `% ' �'-"' ---- z--�." ti-.._,_ '''`- --�.-_ o' _`_'_` _-- `� .,.,,-a-_ "`"-- --•-'.' `�-` `` -�' R�,o '� `�`' ___�_ ".- .�."� \� EX. EDGE OF1=30' \ � WETLAND mmmm • s \`\ �\_ .�- \_ `.,�-y \-M1 `\.- .�� -\. ` ~\..,meµ "'-,\. \'�"'` �-, �__--•--------,._ _,mil �' -^----._. �``� �```^-.-...� �\ `"--- -___ _ 4 _ - _ \ 1 \ 3p \ s ~ I Know what's below. ■ -\ ` \ `\ - ^-_ -` _ - \ �\ \ \`` --- '- '`--� �\ \ ` - - - I i Call before you dig. - ~\\-\�`\ ``'�\\_ \� \ �� \ `-- \ �\ -� ¢36438 440 442 - NEW 6' HIGH :. \ �� _ ,m •:SE•C�7RrTY. • F`�f�IEE: ., _ �``' `::� • s�� .�``: \ � � _.4 ........ ......... 4• —_ P _ ....... ... 2-. '� - - - - . t � \ LANb UFF ER �, € , 4. 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A � � °tom \ _-6 `s_\�� = } b` a—_. � "; �_'�_^'._ � � v .€• . - J F \ t RH RH H 4 \ RH , / '.`3'•'r..E..i._J l �� \,�� 5r WIDTH TYPE III LANDSCAPE BUFFER REQUIRED ALONG PROPERTY LINES 0 mlm•1` A .m�� -,�v �-�74 + \� O + 6� + ll %/ I "--w--w—tM—W'---•#--X— — Z....,.qy...,._�p—w—w--.yY._„„W—#—w—yY--N3—,ya-»-py—w�w—W_y, m</ t ---� � - � -- a rye H � � 'j•.( ti,{r _._--a------��'- — J ol- ? �-- — -- - y� �w (� —tt+ld-=3�__��iF w — w- 15' WIDTH TYPE I LANDSCAPE BUFFER REQUIRED WHEN ADJACENT TO RESIDENTIAL PROPERTY f f Sf Sf R --t a8 a8 as 21 S w—w w—w w w- w -w I PERMIT NO. 18-105640-CO APPROVED DATE 1- U) Q Q 3: W 1 —i z Q cc o Q W mCL Q W R C m c U) z � N Q T w m \ O m � i a a R W z Q Y \ _2 W :m _J 0- W < o N � o n/ 0- L.L M o 4'A y/ 0 _ ! W Q Z N q h Jr 1` �I cn CL W a: c� 0 Q cc j2 U iL Z a• Q W z R C Q 0 �O IL W R CL //o//J Y / t"') v 6 o n ° v to 0 =r j 7 o to m o o. r d a U a o U E 31 V ^ V) N W O No _ N N M cli C Q 0) N L. O Lr) L0 +-T N N N Q) a m V�- � Q) / r� fb O m (v) N / EC7 00 N 0 CD CD 0 n Q CNI � Na i ii LEGEND EXISTING VEGETATION TO REMAIN. EROSION CONTROL ANY AREAS IMPACTED BY PROPOSED CONSTRUCTION. COORDINATE ANY AREAS WITH SOUNDVIEW CONSULTANTS PARKING LOT LANDSCAPING 86 PARKING STALLS PROPOSED 22 SQUARE FEET OF LANDSCAPING REQUIRED PER PARKING STALL 86 x 22 = 1,892 SQ FT LANDSCAPING REQUIRED 2,963 SQ FT PROVIDED PLANT SCHEDULE SYMBOL BOTANICAL / COMMON NAMES SIZE CONDITION SPACING QUANTITY REMARKS DROUGHT TOI_FRANT TREES: CHAMAECYPARIS QBTUSA / 6' HEIGHT AS SHOWN 15 STAKE & GUY ONE GROWING YES HINOKI CYPRESS B & B SEASON; NURSERY GROWN, \ UN -CUT LEADER ACER CIRCINATUM / 1.5" CALIPER AS SHOWN 28 STAKE & GUY ONE GROWING YES VINE MAPLE** B & B SEASON; NURSERY GROWN THUJA PLICATA 'EXCELSA' / 6' HEIGHT AS SHOWN 26 STAKE & GUY ONE GROWING YES ° WESTERN RED CEDAR B & B SEASON; NURSERY GROWN, UN -CUT LEADER O PYRUS CALLERYANA 'CHANTICLEER' / 1.5" AS SHOWN 5 STAKE & GUY ONE GROWING YES FLOWERING PEAR CALIPER* SEASON; NURSERY GROWN B & B FOR STREET TREE USE, BRANCHED AT 6' ACER CAMPESTRE 'EVELYN' 1.5" 30' O.C. 16 STAKE & GUY ONE GROWING YES 'QUEEN ELIZABETTH' HEDGE MAPLE CALIPER* SEASON STREET TREE ALONG SOUTH 320th B & B PLANTER WIDTH 5.5' MAGNOLIA KOBUS / 1.5" 30' O.C. 27 STAKE & GUY ONE GROWING YES + KOBUS MAGNOLIA CALIPER* SEASON; NURSERY GROWN STREET TREE ALONG 32nd AVENUE SOUTH B & B FOR STREET TREE USE, PLANTER WIDTH 5.5' BRANCHED AT 6' *CALIPER IS MEASURED 4.5' ABOVE FINISH GRADE "DENOTES PLANT NATIVE TO PUGET SOUND SHRUBS: S f POLYSTICHUM MUNITUM / 12" HT. AS SHOWN x FULL YES SWORD FERN (SMALL) FG PENNISETUM ALOPECOROIDES 'HAMELN' / 12" HT. AS SHOWN 56 FULL AND BUSHY YES FOUNTAIN GRASS (SMALL) gR BERBERIS THUNBERGII 'ROSE GLOW' / 24" HT. AS SHOWN 14 FULL AND BUSHY YES BARBERRY (LARGE) En EUONYMUS FORTUNEI 'EMERALD N GOLD' / 12" HT. AS SHOWN 24 FULL AND BUSHY, MATCHED YES EUONYMUS (SMALL) HEIGHT AND FORM HELICTOTRICHON SEMP. 'SAPPHIRE' / 18" HT. AS SHOWN 23 FULL AND BUSHY YES Bg BLUE OAT GRASS (MEDIUM) O� MAHONIA AQUIFOL.IUM / 24" HT. AS SHOWN 81 FULL AND BUSHY, 3 CANES YES TALL OREGON GRAPE (LARGE) MINIMUM SPIRAEA JAPONICA 'ANTHONY WATERER' / 18" HT. AS SHOWN 20 FULL AND BUSHY YES SPIRAEA (MEDIUM) PIERIS JAPONICA 'CAVATINE' / 12" HT AS SHOWN 31 FULL AND BUSHY YES Cav PIERIS (SMALL) MYRICA CALIFORNICA / 24" HT AS SHOWN 73 FULL AND BUSHY YES MY PACIFIC WAX MYRTLE (LARGE) RHODODENDRON SP. 'ANAH KRUSCHKE' / 24" HT AS SHOWN 21 FULL AND BUSHY YES RH RHODIE (LARGE) ® THUJA OCCIDENTALIS 'SMARAGD' / 5'-6' HT. AS SHOWN 28 FULL AND BUSHY YES 'EMERALD GREEN' ARBORVITAE (LARGE) VACCINIUM OVATUM / 24" HT AS SHOWN 60 FULL AND BUSHY YES EVERGREEN HUCKLEBERRY (LARGE) GROUNDCOVERS: ARCTOSTAPHYLLOS UVA-URSI 'MASSACHUSETTS'/ 1 GALLON 24" O.C. AS REQ'D HOLD 12" FROM BORDERS, YES KINNIKINNIK SHRUBS, AND TREES VINCA MINOR / 1 GALLON 24" O.C. AQVWQ'D W& 'IQ0�1/ 046PSMIX YES. GOES DORMANT DWARF PERIWINKLE SHRUBS, AND TREES DURING SUMMER ONCE ESTABLISHED LAWN SOD OR SEED WyW`y`_WW EROSION CONTROL HYDROSEED **DENOTES PLANT NATIVE TO PUGET SOUND SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90-DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. SUBMITTALS: SUBMIT FIVE (5) COPIES THE FOLLOWING TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY WORK: A) DOCUMENTATION THAT ALL PLANT MATERIAL HAS BEEN ORDERED. B) TOPSOIL ANALYSIS AND RECOMMENDED AMENDMENTS. C) TREE STAKING AND GUYING MATERIALS. D) ONE (1) QUART SIZE OF TOPSOIL AND MULCH. E) PLANTING SCHEDULE INCLUDING DATES AND TIMES. F) MAINTENANCE INSTRUCTIONS FOR ONE (1) FULL YEAR. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES; OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. D) LABEL AT LEAST ONE (1) TREE, SHRUB, AND GROUNDCOVER OF EACH VARIETY WITH A SECURELY ATTACHED WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAMES. E) DELIVER PLANT MATERIAL AFTER PREPARATION OF PLANTING AREAS HAVE BEEN COMPLETED AND PLANT IMMEDIATELY. IF PLANTING IS DELAYED MORE THAN SIX (6) HOURS AFTER DELIVERY, SET MATERIAL IN SHADE, PROTECT FOR WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOT BALLS MOIST BY COVERING WITH MULCH, BURLAP OR OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO A TESTING LABORATORY. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE -IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF SITE SOURCES, B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1 /3 BY VOLUME SANDY LOAM, 1 /3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN AMENDMENTS AS LISTED IN "C". C) TOPSOIL TO IN6LUDE THE FOLLOWING AMENDMENTS AS NECESSARY: THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON -FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30-POUNDS NITROFORM (38-0-0) 3. 5-POUNDS AMMONIUM SULFATE 4. 40-POUNDS CALCIUM CARBONATE LIMESTONE 5. 40-POUNDS DOLOMITE LIMESTONE 6. 5-DUNES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. D) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6-CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4-CUBIC YARDS ORGANIC COMPOST. 3. 3-POUNDS NITROFORM (38-0-0) 4. 1-POUNDS AMMONIUM SULFATE 5. 2-POUNDS CALCIUM CARBONATE LIMESTONE 6. 2-POUNDS DOLOMITE LIMESTONE E) TOPSOIL PREPARATION AND INSTALLATION: 1. VERIFY SUBGRADES TO -7 INCHES IN LANDSCAPE AREAS AND -18/24 INCHES IN PARKING LOT ISLANDS BELOW FINISH ELEVATION, OR AS INDICATED ON PLANS. THIS ACCOMMODATES, TOPSOIL, AMENDMENTS, AND MULCH. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB -GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. F) TOPSOIL PLACEMENT: 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 2. IN ALL LANDSCAPE AREAS, PLACE 2 INCHES (6 INCHES IN PARKING LOT ISLANDS) OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED SUB -GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB -GRADE FOR A TOTAL DEPTH OF 8 INCHES IN LANDSCAPE AREAS (12 INCHES IN PARKING LOT ISLANDS). PLACE AN ADDITIONAL 2 INCH LIFT OF TOPSOIL, IN ALL LANDSCAPE AREAS AND A MINIMUM 12 INCH LIFT IN ALL PARKING LOT ISLANDS, FOR THE FINAL TOPSOIL DEPTH OF 4 INCHES IN LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 3. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. MULCH (TOPDRESSING): 2"-3" DIAMETER WASHED COBBLE, ROUNDED AND NOT ANGULAR STAKES: 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI -DESICCANT: "WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: CONTAMINANTS: VERIFY THAT ALL SOIL CONTAMINANTS (E.G., PAINT, SEALANTS, SOLVENTS, OILS, GREASES, CONCRETE/ASPHALT SPOILS, ETC.) HAVE BEEN SATISFACTORY REMOVED FROM ALL PLANTING AREAS, DO NOT BEGIN WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. FINISH GRADES: FINE GRADE AND REMOVE ROCKS, DEBRIS, AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 2 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. MOISTEN PREPARED AREAS BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 3-4-INCH DEPTH. INSTALL WEED BARRIER FABRIC AS NOTED IN THIS SET. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. CLEANUP AND PROTECTION: DURING LANDSCAPE WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE WORK AS DIRECTED BY THE OWNER. PLANTING MAINTENANCE: PROVIDE FULL MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLERS. CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. I PERMIT NO. 18-105640-CO a pir d I..L W W W 0 o z w a:CL z Q 2 U) rr 0 O z z W v W 0- 0- 0 Z J � tv) C!) 0) d' W a � 0 W40- i aww 0w= O � /C? V L0 U) L O LL a v a Q v_ V N z rn , 13 Y o a ,. o n` v a � (.? E C v L N � 3 •CD Ln .Q L U 0) > O r Q OD 3 mlN0 0) N cn L0 4- N t0 m O V N C: u? 00 a) � APPROVED DATE m (� 0) E z � Q a � L co N 1 30 11, A - wil Ll I PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING z LAWN PLANTING; PROVIDE 3' 0 "NO GRASS" TREE RING AND 2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM tD TRUNK 8" TO 10" FINISH GRADE PREPARE PLANTING BED PER SPEC'S; AT MIN., LOOSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE (2) LODGEPOLE STAKES; TIE AT APPROX. 1 /3 TO 1 /2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE TO BE PLUMB 3" DEEP SAUCER FOR WATER MULCH LAYER REMOVE ALL TIES, WRAP & CONTAINERS. FREE PERIMETER ROOTS FROM NURSERY -� BALL EXCAVATE TREE PIT AT A MIN. OF 2 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. MULCH AT CURB DETAIL NOT TO SCALE OVER ALL TOPSOIL DEPTH OF 3 FEET BERM HEIGHT 6" MIN. -may SOIL LINE: 3" IN MULCH, 1" — IN LAWN N SUBGRADE //_ REMOVE EXCESS GRAVEL h:�3kw'4 AND PAVING COARSE TRANSITION FROM TOPSOIL TO SUBSOIL NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE SHRUB - PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT MULCH LAYER. HOLD MULCH BACK FROM STEM 4" SAUCER FOR WATERING BACKFILL TO BE A MIX OF TOPSOIL, FERTILIZER, AND PEAT MOSS SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1 /3 OF BURLAP ON B&B MATERIAL DUST ROOT BALL WITH ROOT GROWTH HORMONE 3x THE ROOTBALL DIAMETER NOTE: APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP 2" OF PLANTING MIX. PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT. CUT AND REMOVE BURLAP FROM ROOT BALL SHRUB PLANTING DETAIL NOT TO SCALE 1 OLM i 2,21 0 FINISH GRADE AT — 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM CURB PER CIVIL - DRAWINGS (WALK SIMILAR) 1" MAX. MULCH LAYER 1 " MAX. TOP OF CURB TO TOP OF MULCH TOPSOIL SETTLED (COMPACTED CONDITION) CURB 1-1/2" DRAIN AT LOW POINTS & 10' SPACING MAXIMUM PAVING (SEE CIVIL PLANS) 12" MAX. LIP MULCH LAYER TOPSOIL AS SPECIFIED FINISH GRADE AT 3:1 SLOPE MAXIMUM 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. CLEAR LAWN CONDITION MULCH CONDITION SIDEWALK (CURB SIMILAR) PLANTER SECTION DETAIL NOT TO SCALE MULCH LAYER (COMPACTED DEPTH) FEATHER EXCESS SOIL UNDER MULCH 1 " MULCH AT CROWN 1/2" ABOVE GRADE 1 " ABOVE GRADE -- 0 ~- (PREPARED PLANTING NOTE: BED REMOVE CONTAINER & WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY SEE PLANT LIST FOR PLANT SPACING LESS THAN 1 GAL 1 GAL. CONTAINER and LARGER ( PLANTED BEFORE MULCH ) ( PLANTED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PLANTS F�^" EDGE OF PLANT AS NOTED ON F BED LINE EDGE CURB/WALK PLANT MATERIAL SPACING DETAIL NOT TO SCALE SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. PERMIT NO. 18-105640—CO APPROVED fm uj 0 W n U) 0 z L� 4 0 cn WQ Z T cc CD 0uj d- a 0 °C 0 a W W � z W Z Q 0 a 0 w _ Ia- /0 Lo Lo a a v Q U N N O z Z g ul r c m > \ a 0 o v E c 0 .. 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( 4i : ` a � ;�2 - . to01i \ t Y \\ } _ _ e 48 \ 1 I j:1qg 484 ' NEI# JERSEY R\Rf�R I � ( a I � •� `�• i.l.:�:r-�r- ,' •// \ n�� o ��. �, `\ SUR" OUNDING E-rTRANSMISSfON IRANNMISSION T WER TO 0 REMAIN { II `. 1.It. dr .l ', } E�6/t t •o / '° T� r[^ I -f F R L_m BE'ROfiETE 7 \ % I RH 4 PARIO LOI - I � tUri I' J+`I` 6 `•��6b° / g lad --9 I / r / - o" I J O k [ j i rr `t -( 1.. j d Lo Al \ EX. 65' TRANSMISSION INE 450 Sd FT F \ ■ 1 / ` i I � , � t I� ! .�:�.�•_j�:j :I�:1t'�-:r:tz:- a. a,t : :�'. 'N �/i �EASEMENT AWN, 496334 PAPoOKOLOT � - h I , � I i :ia.t' } t .r.` t�... 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"�lin�`..rry `�iQi,'If�rC�Y'1, �' ;t�1.< -�t.t.-o � �3. ®<r:,V�i[i<�� y% .,. .-..�fs , ?i tc•G�/i,.„�i �. �Ji..iY .`. !" . • l/�F •�� t T +►�i�. � � � �� c � I .�. spa � _��,» MEN ftl II - IN �� =MCI FS T2AAW , We ■ 'I O UK 474 II PERMIT NO. 18-105640—CO APPROVED DATE Q W \ I z c Q W > m J �- W Z U— 0 J m Q Z (� N ( _ I_ W w a O m C Z W Y v_ z W � W LL � m o N o 0 \ o O CL �'y �} 0 • W ;� < V • • UJI 0 , • cc cr jR 0 0. cj) W Z UJI 4q III • • CID 0 c M O 0 0 r > aVi � O V c v1 Yl •� ) ii UU C Q co r14 rq i � N r M C O L0 a-7 N C wn to U 00 Y m co E 0 m 110 ' -� cm 1 J + J r 7 IRRIGATION SCHEDULE DESCRIPTION DRIP IRRIGATION: RAINBIRD XFS-CV-06-9 SUB -SURFACE DRIPLINE COMPONENTS: TO BE USED MIN. I EMITTER EMITTER WITH RAINBIRD XF DRIPLINE INSERT FITTINGS OR TWIST LOCK FITTINGS PSI SPACING GPH XFS-CV SUB -SURFACE DRIP IRRIGATION FOR PLANTING AREAS WITH 20 12" .60 GROUNDCOVER, SHRUBS AND TREES. ABOVE NOTED DRIPLINE IS DESIGNED WITH .60 GPH EMITTERS SPACED AT 12 INCHES APART AND A ROW SPACING OF 18" INCHES NOTE: XFS-CV HAS A CHECK VALVE INTEGRATED NO SYMBOL RAINBIRD 'OPERIND' DRIP SYSTEM OPERATION/PRESSURE INDICATOR STAKES, PROVIDE FOR EACH ZONE NO SYMBOL RAINBIRD SOIL STAPLES, MAXIMUM 5' ON -CENTER NO SYMBOL RAINBIRD DRIPLINE FLUSH VALVE: 1 PER IRRIGATION ZONE. LOCATE AT LOWEST ELEVA11ON WITHIN EACH ZONE, INSTALL IN 10" VALVE BOX SPRINKLER HEADS: HUNTER MP ROTATOR WITH PRO -SPRAY PRS-40 POP-UP BODY AND CV DRAIN CHECK VALVE, 4" POP -UPS FOR ALL LAWN AREAS SYMBOL NOZZLE PSI GPM RADIUS 0 0 0 0 0 0 HUNTER-MP800SR 90-210 & 360 DEGREES 40 0.78, 0.43, 0.42, 0.23 8'-10' • s 0 0 0 o HUNTER-1000 F, TH, TT, H, Q SERIES 40 0.84, 0.63, 0.49, 0.42, 0.32, 0.21 12'-14' 1> ® ® ® ® P> HUNTER-MP815 F, TQ, TT, H, Q SERIES 40 1.87, 1.40, 1.10, 0.93, 0.67, 0.49 15' HUNTER ES515, SS530 SERIES 40 1.41, 0.65 5'x3O' 5'x 15' 0110270 011�180 011t0 HUNTER-3000 F, TQ, TT, H, Q SERIES 40 3.64, 2.73, 2.12, 1.82, 1.20, 0.86 22'-30' 0110360 01002'25 01'01'35 02®225 021>180 A35 02;>go HUNTER-3500 F, TQ, TT, H, Q SERIES 40 3.29, 2.86, 2.00, 1.28 31'-35' 270 AND 360-DEGREES NOT AVAILABLE 4OP HUNTER-PGP-ULTRA W/ 2.5 BLUE NOZZLE 45 2.5 35' DESCRIPTION SPRAY IRRIGATION: HUNTER ICV SERIES ELECTRIC REMOTE CONTROL VALVE WITH (1) STATION ICD-100 DECODER AND ACCU-SYNC ADJUSTABLE PRESSURE REGULATING DIAL. VALVE SIZE PER MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE PRESSURE LOSS. MAXIMUM 2 VALVES PER VALVE BOX DRIP IRRIGATION: HUNTER ICV SERIES ELECTRIC REMOTE CONTROL VALVE WITH (1) STATION ICD-100 DECODER AND ACCU-SYNC ADJUSTABLE PRESSURE REGULATING DIAL. VALVE SIZE PER MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE PRESSURE LOSS. MAXIMUM 2 VALVES PER VALVE BOX WSS-SEN WIFELESS SOLAR SYNC SENSOR WITH WIRELESS RECEIVER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. NOTE: WHENEVER POSSIBLE HARDWIRE PREFERRED. EXTERIOR MOUNT WITHIN MANUFACTURER'S SPECIFICATIONS FOR DISTANCE O HUNTER ACC2 DECODER IRRIGATION CONTROLLER WITH A2C-75D-SS (STAINLESS STEEL CABINET). WITH ID2BLU TWO -WIRE AND ROAM -XL REMOTE. INSTALL (1) ICD-100 SINGLE STATION DECODER PER VALVE. COORDINATE SOURCE OF ELECTRICITY TO CONTROLLER WITH GENERAL CONTRACTOR. P.O.C. ® WILKINS 950 XLT- 2" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER. WILKINS 850 - BALL VALVE, SIZE TO MATCH PIPE CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID ® HUNTER ICV-200 2" MASTER VALVE (NORMALLY CLOSED) AND FCT-200 2" FLOW -SYNC FLOW SENSOR. ICV SERIES VALVE. SEE DETAIL THIS SET. WIRE FLOW SENSOR BACK TO CONTROLLER WITH PE-39 DATA CABLE. ►'� PLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BOX Q HUNTER HQ-44LR-AW 1" QUICK COUPLER VALVE WITH 2 PIECE BODY, LOCKING RUBBER COVER, ACME KEY SLOT WITH ANTI -ROTATION WINGS - - - - - MAINLINE - SCH 40 PVC (18" COVER); SIZE PER PLAN, 2-1/2" SIZE MINIMUM LATERAL - SCH 40 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM SLEEVE - SCH 40 PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS AND 18" MINIMUM COVER IN LANDSCAPE AREAS. 6" DIAMETER MINIMUM SIZE IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. SCH 40 PIPE SIZING CHART PIPE SIZE 3 4" 1" 1 1 4" 1 1 2" 2 2 1 2" FLOW GPM 1-8 8.1-13 13.1-23 23.1-32 32.1-53 53.1-74 GPM (MAX.) x ELM 9 Mm MASTER VALVE and FLOW SENSOR WWA sesx `r e g1 mom. �� lLa�O. IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A) INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B) INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C) VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D) INSTALLATION OF SLEEVING. 2. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND/OR NOTES. PROVIDE A ONE (1) YEAR WARRANTY/GUARANTEE FROM FINAL ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT, AND WORKMANSHIP, 3. COORDINATE IRRIGATION INSTALLATION WITH GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, LANDSCAPE CONTRACTOR, OWNER, ARCHITECT, AND LANDSCAPE ARCHITECT. FWORKLANDSCAPE CONTRACTOR TO TEST AVAILABLE WATER PRESSURE PRIOR TO BEGINNING ANY . PROVIDE WRITTEN TEST RESULTS TO LANDSCAPE ARCHITECT. 5. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 6. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, FEES, AND REQUIRED CITY INSPECTIONS. 7. SUBMITTALS: A) SUBMIT FIVE (5) COPIES OF EACH ITEM LISTED BELOW FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL, B) PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED, C) CONTROL WIRING PATH DIAGRAM, D) "AS -BUILT" DRAWINGS. E) OPERATION AND MAINTENANCE MANUALS. 8. PROVIDE AND KEEP UP TO DATE A COMPLETE "AS -BUILT" RECORD SET OF PRINTS WHICH ARE TO BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND NOTES AND EXACT "AS -BUILT" LOCATIONS, SIZES AND KIND OF EQUIPMENT. THIS SET OF DRAWINGS. ARE TO BE KEPT ON SITE AND ARE TO BE USED ONLY AS THE RECORD SET. ALL WORK IS TO BE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING WORK AS ACTUALLY INSTALLED. DIMENSION FORM TWO (2) PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, WALKS, OR ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING: A) CONNECTION TO WATER LINES (P.O.C.), B) CONNECTIONS TO ELECTRICAL POWER, C) GATE VALVE, QUICK COUPLERS, AND REMOTE CONTROL VALVE, D) ROUTING OF MAINLINE (DIMENSION MAXIMUM 100' ALONG ROUTING), E) ROUTING OF CONTROL WIRING, F) OTHER RELATED EQUIPMENT AS DIRECTED BY THE LANDSCAPE ARCHITECT. 9. PREPARE AND PROVIDE PRIOR TO COMPLETION OF CONSTRUCTION, A THREE RING BINDER CONTAINING THE FOLLOWING INFORMATION: A) INDEX SHEET STATING CONTRACTOR'S ADDRESS, TELEPHONE NUMBER, FAX, E-MAIL AND A, LIST OF EQUIPMENT WITH NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVES, B) CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS, CONTRACT, C) GUARANTEE STATEMENT, D) COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. E) CONSTRUCTION DETAILS FROM THE PROJECT, F) COMPLETE TROUBLE -SHOOTING GUIDE TO COMMON IRRIGATION PROBLEMS, G) WINTERIZATION AND SPRING START-UP PROCEDURES, H) CHART OF APPROXIMATE WATERING TIMES FOR SPRING, SUMMER, AND FALL, 1) A COPY OF THE "AS -BUILT" DRAWINGS AND CONTROLLER CHART. DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12" MINIMUM EQ EQ CLEAR FROM WALLS TO TEST COCKS, BOLT LOCK LID I w II -I El ( DOUBLE CHECK VALVE (STATE APPROVED -� WATER SERVICE - ASSEMBLY) RESILIANT SEATED VALVES WITH z TEST COCKS, INSTALL ASSEMBLY WITH Q FROM METER � TEST COCKS IN HORIZONTAL POSITION, z PER LOCAL REQUIREMENTS O b PVC MAINLINE PER PLAN w v z z rr N SCH 80 NIPPLE AND FEMALE ADAPTER - TYPICAL UNION AT EACH SIDE OF VALVE 0-1- �O� C � G SCH 80 PVC -TYPICAL SCH 80 NIPPLE - TYPICAL C r O C C co BLOCK AS NECESSARY WITH BRICKS P C OG N �O CCOC AT BASE OF BOX D C ` � C G SUMP 1 C.F. 7/8" WASHED GRAVEL jp,COL CO 0(�L7' O CC NOTE: INSPECTION OF COMPLETED ASSEMBLY III-' I I-� BY CERTIFIED TESTER REQUIRED. CHECK VALVE ASSEMBLY DETAIL 10. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 10" ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 11, MAINLINE PIPE TO BE BURIED 18 INCHES, LATERALS 12 INCHES, AND SLEEVES 24" INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 12. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR 100 PERCENT COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE. 13. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 14. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 15, RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 16, ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. 17. EACH VALVE BOX TO CONTAIN A MINIMUM OF 1 DECODER, CONNECTED TO JACKETED HUNTER IDWIREI (14 GUAGE), RECOMMENDED FOR WIRE PATH LENGTH UP TO 10,000 FT OR HUNTER IDWIRE (12 GUAGE) FOR WIRE PATH LENGTH BEYONE 10,000 FT UP TO 15,000 FEET, THESE MAXIMUM WIRE PATH LENGTHS ARE FOR ACTIVATING UP TO 225 HUNTER DECODERS, 6 P/MV AND UP TO 6 SENSOR DECODERS. AVOID RUNNING POWER CABLES AND DECODER PATH IN PARALLEL. ALL WIRE PATHS AND ITS BRANCHES SHOULD BE ENDED WITH PROPER GROUNDING. NEW CONSTRUCTION CAN RELY ON EXISTING WIRE PATH BY TIEING ON AND EXTENDING OUT TO SERVICE NEW CONSTRUCTION, UP TO A MAXIMUM 225 VALVES. 18. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. 19. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INSPECTION. 20. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 21. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE -ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3-DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. 22. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 23. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. 24. CLEANUP AND PROTECTION: DURING IRRIGATION WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT IRRIGATION WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE AND IRRIGATION OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE AND IRRIGATION WORK AS DIRECTED BY THE OWNER. 25. PRIOR TO BACKFILLING IRRIGATION TRENCHES, LANDSCAPE CONTRACTOR SHALL CONDUCT A WATER PRESSURE AND COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR TO GIVE 3 (THREE) WORKING DAYS NOTICE PRIOR TO TEST. NOT TO SCALE DOUBLE CARSON GRADE LEVEL VALVE BOXES - WILKINS 600 PRESSURE REDUCING VALVE AS NECESSARY T X S COUPLING: CONTR. TO PROVIDE THREADED FTG. AND CAP a ON DISCHARGE SIDE OF METER. U SCH 80'I'' PVC UNION QUICK COUPLING VALVE (BLOWOUT) DOUBLE CHECK METER PER VALVE PER DETAIL CITY STANDARDS SCH 80 PVC UNION METER STOP TYPICAL PVC PER CITY STDS. NOTE: THE BACKFLOW DEVICE SHALL HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES POINT OF CONNECTION (P.O.C.) DETAIL NOT TO SCALE z Q v U) W F- O c 0 z � Iv Ct3 C J D 0 m 0 cn W rr Q w o. W °° Y a 4 z y Q m' _V o m �y 4 4) 6 z 9 �C w 0 w U- i c 0 z U- rr O z W C w n Q 0 W Q�� C t� E� Cn 0) d. 0. W 0 = p °C � w ,! � IL co Z .. w a. CL C Q 0 � 0 a 0 W = O a./ V o a cr to o Z I I I i I-,x ul \ Lu � rn _x'o a °0 n n` U CL V £ it V Lam. cn C � t < •� c a) All o W 0-4o M = Q0)N . C E E 3 N r 1 t0 O In L0 4-1 N N q Lo a\i n co U °Q� NOT TO SCALE APPROVED z 00 0 cn cn a N DATE J 0_ 00 0 N C a� c c a� 00 C) N / 0 C) a o 0 J Alk -1*4W.A ;j:*_Ta4 -I a I 10 KAI TRENCH CONDITION o -c —` 0 0 0 - - FINISH GRA 00• )00 IQ- �oUOQo PAVING SEC Q PER CIVIL 1 �6D COMPACT E ° Ur 0 AT 90% DE Cy o0o°o o (TOPSOIL B p n AT 95% DE o �0 p.00 ' (STRUCTUR) PVC LATER) 6" OFFSET SLEEVING O °1ALT. WIRE ' o� . O PVC MAINLI Q _ VALVE WIRII m w •.- O• ','.. • PIPE BED TO BE CLE FREE OF R LARGER TH NOTE: SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR-26). DIMENSIONS ARE MIN. CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL SLEEVE CONDITION NOT TO SCALE CATION CONTROLLER. SEE IRRIGATION SCHEDULE VANIZED METAL CABINET FOR CONTROLLER VOLTAGE OUTLET FOR IRRIGATION CONTROLLER DE PEDESTAL (OUTLET NOT SHOWN) POWER CONDUIT: SIZE, E, DEPTH PER LOCAL CODE )UND WIRE CONDUIT, MIN. 1 1 /2". )UND PER ASIC GUIDELINES ESTAL BASE: CONCRETE PREFABRICATED SH GRADE JDUIT FOR CONTROL WIRES IRRIGATION CONTROLLER - PEDESTAL MOUNT NOT TO SCALE PVC SCH 80 SxT 90° ELBOW PVC SCH 80 UNION WIRE WITH WATERPROOF WIRE CONNECTOR - TYPICAL In FINISIH GRADE v=1) I SPARE WIRE WITH WATERPROOF WIRE CONNECTOR ON CUT END BX WITHECOVER III=1 —I ( PVC LATERAL TO SPRINKLERS =III ii PVC SCH 80 NIPPLE O 00000 O C AND FEMALE ADAPTOR O �C O o O O O O O O 0o0o0 O O 0uC PVC SCH 80 UNION O O O O O —PVC SCH 80 NIPPLE REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" WASHED GRAVEL SUMP -- PVC MAINLINE NOTE: PVC SCH 80 NIPPLE ONE VALVE PER BOX. PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC'S. REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE PER MANUFACTURER'S RAIN SENSOR DETAIL NOT TO SCALE (1 FINISH GRADE 2 STANDARD VALVE BOX WITH COVER: RAIN BIRD VB-STD 3 WATERPROOF CONNECTION: RAIN BIRD DB SERIES �4 VALVE ID TAG O 30-INCH LINEAR LENGTH OF WIRE, COILED 1" X %4" REDUCING COUPLING (INCLUDED IN XCZ-LF-100-PRF KIT) �7 PRESSURE REGULATING FILTER: RAIN BIRD PRF-100-RBY (INCLUDED IN XCZ-LF-100-PRF KIT) �8 LATERAL PIPE 9 PVC SCH 40 FEMALE ADAPTOR OR REDUCER 10 REMOTE CONTROL VALVE: RAIN BIRD LFV-100 (INCLUDED IN XCZ-LF-100-PRF KIT) 1 1 PVC SCH 40 TEE OR ELL TO MANIFOLD 12 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL cil- MANIFOLD PIPE AND FITTINGS SIDE VIEW TOP VIEW DRIP IRRIGATION VALVE NOT TO SCALE 6" ROUND VALVE BOX AIR/VACUUM RELIEF VALVE 1/2" PVC TEE COMPRESSION ADAPTER TYPICAL DRIPLINE - TYPICAL OR BLANK TUBING - TYPICAL 1 C.F. 7/8" WASHED GRAVEL SUMP BRICK SUPPORTS NOTE: AIR/VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRIPLINE LATERALS, FOR USE ON ZONES OF 7 GPM OR LESS ONLY (PLUMBED TO TUBING). 1/2" AIR/VACUUM RELIEF VALVE DETAIL NOT TO SCALE O EASY FIT COMPRESSION TEE: RAIN BIRD MDCFTEE 20 SUB -SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POTABLE: XFS DRIPLINE NON -POTABLE: XFSP DRIPLINE O3 INLINE DRIP EMITTER O4 TIE DOWN STAKE: RAIN BIRD TDS-050 WITH BEND (TYPICAL) �5 TURF/FINISH GRADE OR SHRUB BED WITH MULCH NOTES: MOUNTING 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND BRACKET FIVE FEET IN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR RAIN ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. SENSOR 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN STAKES. DRIPLINE BURIAL IT ON -IER EXPOSED NOT TO SCALE 8' ABOVE GRADE :CURE PER kNUFACTURER'S 'ECIFICATIONS \LL FINISH GRADE VALVE BOX QUICK COUPLING VALVE SUMP 1 C.F. 7/8" WASHED GRAVEL THREE (3) 4"x8" BRICKS MARLEX ELL - TYPICAL SCH 80 P.V.C. NIPPLE SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE DETAIL NOT TO SCALE 1 2 3 4 5 6 C[ a L -- — --------� 0 ° Cn W L O ' a M m O a:O O _ Q_ rr (}`-n�J o 7 8 m o L a a V FINISH GRADE O5 SUB -SURFACE DRIPLINE: Y W RAIN BIRD XF SERIES PVC DRIP MANIFOLD PIPE BLANK TUBING m O 12-INCH VALVE BOX WITH CL PVC 1" X 3/4" TRUE UNION COVER: N a BALL VALVE RAIN BIRD VB-STD 4 �7 3-INCH MINIMUM DEPTH EASY FIT MALE X BARB OF 3/4" WASHED GRAVEL 4)4) ADAPTER: (� BRICK (1 OF 2) T-460 �- RAIN BIRD XFF-MA-075 / FLUSH POINT WITH BALL VALVE NOT TO SCALE ICD-100 DECODER ON STAKE NOT TO SCALE THREADED BALL VALVE REGULAR VALVE BOX WITH LOCKING LID SCH 80 PVC MALE X ADAPTER PAVEMENT FINISH GRADE SCH 40 PVC 45` ELBOW SCH 80 PVC UNION SxS FOUR (4) 4"x8" BRI(,,KS'„ SCH 80 PVC NIPPLE TxS MAINLINE THREE INCH (3") THICK LAYER OF PEA GRAVEL OR APPROVED EQUAL NOTE: 3/8" WELDED WIRE MESH 1. LOCATE VALVE BOXES IN PLANTING AREAS. 2. WRAP VALVE BOX WITH A MINIMUM OF 3 MIL THICK PLASTIC AND SECURE IT USING DUCT TAPE OR ELECTRICAL TAPE. 3. ALL THREADED CONNECTIONS TO BE MADE USING TEFLON TAPE. 4. ALL CHANGES IN ELEVATION SHALL BE MADE USING SCH 40 PVC 45' ELBOWS. BALL VALVE DETAIL T PAVING a SPRINKLERr FLUSH AT LAWN AND FLUSH WITH MULCH LINE SPRINKLER PVC SCH 80 NIPPLE PVC LATERAL 03/4" SCH. 40 PVC PIPE 2@1"' SCH. 40 PVC PIPE OICD-100 DECODER PER PLAN 4OELECTRICAL CABLE TIE @FINISHED GRADE ®VALVE PER PLAN 7@TO EARTH GROUND ODBR/Y-6 9@JACKETED ID WIRE PATH NOTE EARTH GROUND TO BE A MINIMUM OF 8' AWAY FROM DUAL-S AND AT A RIGHT ANGLE TO THE TWO WIRE PATH 6" CLEAR OF OBSTRUCTION MULCH CONDITION FINISH GRADE ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE - TYPICAL MARLEX 90° ELBOWS PVC SCH 40 TEE SxSxT (SIDE INLET ONLY) NOTE: MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY NOT TO SCALE PERMIT NO. 18-105640-CO Q a 0 C/) 0 N W p a J 'd' n cv) w to 'd' a w o: 93 o = 0 CC CL I-- W to Z w .. ci Q_ O a a. O �0 W 'r 0 CL 0 to 0 0 U- a ai o 0 U O N O Z >I g V E C v N � i N O :0't .� c � M a M ' '� C � N N t� L 4A C L0 Lo 4-7 N /i/0\ W O U � (U N r co 0) APPROVED z' 0 s o o «, N DATE i NOT TO SCALE MIA a I MA 110 AMAM DRIPLINE CENTER FEED LAYOUT NOT TO SCALE DRIPLINE IRREGULAR SHAPED LAYOUT NOT TO SCALE 0 PVC EXHAUST HEADER C) PVC SCH 40 TEE OR EL (TYPICAL) 03 BARB X MALE FITTING: RAIN BIRD XFF-MA FITTING (TYPICAL) 04 FLUSH POINT (TYPICAL) SEE RAIN BIRD DETAIL "XFS FLUSH POINT" OR "XFS FLUSH POINT WITH BALL VALVE" (\ ) PERIMETER OF AREA Q PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA O PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 08 PVC SUPPLY MANIFOLD CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE (TYPICAL}- SEE INSET A 1 fl SUB -SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE (TYPICAL) POTABLE: XFS DRIPLINE NON -POTABLE: XFSP DRIPLINE 11 RAIN BIRD XF SERIES BLANK TUBING 12 BARB X BARB INSERT TEE OR CROSS: RAIN BIRD XFF-TEE OR RAIN BIRD XFD-CROSS (TYPICAL) 13 Y2" AIR RELIEF VALVE: RAIN BIRD MODEL: ARV050 SEE RAIN BIRD XFS DETAILS FOR AIR RELIEF INSTALLATION 14 BARB X FEMALE FITTING: RAIN BIRD XFD-TFA-075 FITTING 15 :Y4" PVC NIPPLE, LENGTH AS NECESSARY 16 DRIPLINE INDICATOR. SEE DETAIL FOR ADDITIONAL INFORMATION XFS Dripline Maximum Lateral Lengths (Feet) Inlet Pressure psi 12" Spacing 18" Spacing 24" Spacing 0.6 0.9 0.6 0.9 0.6 0.9 15 273 155 314 250 424 322 20 318 169 353 294 508 368 30 360 230 413 350 586 414 40 395 255 465 402 652 474 50 417 285 528 420 720 488 60 460 290 596 455 780 514 A NOTES: INSET 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION, SEE RAIN BIRD XF-SDI DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. 2, LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. 4. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. O PVC EXHAUST HEADER O2 PVC SCH 40 TEE OR EL (TYPICAL) • O3 FLUSH POINT (TYPICAL) SEE RAIN BIRD DETAIL "XFS FLUSH POINT" OR "XFS FLUSH POINT WITH BALL VALVE" O BARB X MALE FITTING: RAIN BIRD XFF-MA FITTING (TYPICAL) ( PERIMETER OF AREA O BARB X BARB INSERT TEE OR CROSS: • RAIN BIRD XFF-TEE OR RAIN BIRD XFD-CROSS (TYPICAL) • 77 PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA �( SUB -SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE (TYPICAL) POTABLE: XFS DRIPLINE NON -POTABLE: XFSP DRIPLINE O RAIN BIRD XF SERIES BLANK TUBING 10 Y2" AIR RELIEF VALVE: RAIN BIRD MODEL: ARV050 SEE RAIN BIRD XFS DETAILS FOR AIR RELIEF INSTALLATION 11 PVC SUPPLY MANIFOLD 12 PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 13 TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED LENGTH SHOWN IN TABLE 14 PVC SCH 40 RISER PIPE 15 DRIPLINE INDICATOR. SEE DETAIL FOR ADDT'L INFO NOTES: DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE RAIN BIRD XFS DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. • LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. 4-6. .`. DRIP MANIFOLD BURIAL DEPTH 2 12 14 2 12 INSET A --- NOTES: • DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. DISTANCE BETWEEN LATERAL ROWS FOR BOTTOM 1 /3 OF SLOPE TO BE SPACED GREATER THAN OPTIMAL ROW DISTANCE. SEE RAIN BIRD XFD DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACING. • LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. • WHEN ELEVATION CHANGE EXCEEDS 8 FEET IT IS RECOMMENDED THAT A NEW DRIPLINE ZONE BE CREATED. • INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL. • WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. O PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVE KIT (SIZED 11 TO MEET LATERAL FLOW DEMAND) �y 12 O BARB X MALE FITTING: RAIN BIRD XFF-MA FITTING (TYPICAL) J57 �...__.. <Na �3 PVC SUPPLY HEADER 4-6 DRIP MANIFOLD PVC SCH 40 TEE OR EL (TYPICAL) BURIAL DEPTH 05 SUB -SURFACE DRIPLINE: 1 1 4 3 RAIN BIRD XF SERIES DRIPLINE (TYPICAL) POTABLE: XFS DRIPLINE 10 NON -POTABLE: XFSP DRIPLINE INSET A @) FLUSH POINT: SEE RAIN BIRD XFS DETAILS FOR FLUSH POINT INSTALLATION O PVC FLUSH HEADER Y" AIR RELIEF VALVE: RAIN BIRD MODEL: ARV050 SEE RAIN BIRD XFS DETAILS FOR AIR RELIEF INSTALLATION DRIPLINE SLOPED LAYOUT & DRIPLINE INDICATOR. SEE DETAIL FOR ADDITIONAL INFORMATION NOT TO SCALE 2" DRIPLINE END FEED LAYOUT NOT TO SCALE INSET A F — — -1 DRIPLINE ODD CURVES LAYOUT NOT TO SCALE 10 PVC RISER PIPE 11 TURF OR MULCH 12 FINISH GRADE NOTES: • DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE RAIN BIRD XFS DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. • LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. • AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. • WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. re 4_r6,s DRIP MANIFOLD BURIAL DEPTH INSET A O PVC EXHAUST HEADER O2 PVC SCH 40 TEE OR EL (TYPICAL) O BARB X MALE FITTING: RAIN BIRD XFF-MA FITTING (TYPICAL) 4O FLUSH POINT (TYPICAL) SEE RAIN BIRD DETAIL "XFS FLUSH POINT" OR "XFS FLUSH POINT WITH BALL VALVE" ( PERIMETER OF AREA O PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA 7O SUB -SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE (TYPICAL) POTABLE: XFS DRIPLINE NON -POTABLE: XFSP DRIPLINE RAIN BIRD XF SERIES BLANK TUBING BARB X BARB INSERT TEE OR CROSS: RAIN BIRD XFF-TEE OR RAID! BIRD XFD-CROSS (TYPICAL) 10 Y2" AIR RELIEF VALVE: RAIN BIRD MODEL: ARV050 SEE RAIN BIRD XFS DETAILS FOR AIR RELIEF INSTALLATION (3PVC SUPPLY HEADER 12 PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 13 PVC SCH 40 RISER PIPE 03,DRIPLINE INDICATOR. SEE DETAIL FOR ADDT'L INFO XFS Dripline Maximum Lateral Lengths (Feet) Inlet Pressure psi 12" Spacing 18" Spacing 24" Spacing Nominal Flow (gph) Nominal Flow (gph) Nominal Flow (gph) 0.6 0.9 0.6 0.9 0.6 0.9 15 273 155 314 250 424 322 20 318 169 353 294 508 368 30 360 230 413 350 586 414 40 395 255 465 402 652 474 50 417 285 528 420 720 488 SO 460 290 596 455 780 514 NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS ON RAIN BIRD WEB SITE (WWW.RAINBIRD.COM) FOR SUGGESTED SPACING. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE. 3. INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL, 4. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. O PVC SUPPLY PIPE FROM RAIN BIRD �-1 CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) O PERIMETER OF AREA 14 13 03 PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA PVC SUPPLY MANIFOLD 4-6 MANIFOLD O PVC SCH 40 TEE OR EL (TYPICAL) IAL DEPTH © BARB X MALE FITTING: RAIN BIRD XFF-MA FITTING (TYPICAL) 41 5 4 07 SUB -SURFACE DRIPLINE: °". RAIN BIRD XF SERIES DRIPLINE (TYPICAL) IN A 12 POTABLE: XFS DRIPLINE NON -POTABLE: XFSP DRIPLINE O FINISH GRADE/TURF O OPERATION INDICATOR RAIN BIRD MODEL: OPERIND O SUB -SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POTABLE: XFS DRIPLINE NON -POTABLE: XFSP DRIPLINE NOTE: 1. INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING, 2. VAN NOZZLE MAY BE SET TO CLOSED, OR IF IT IS DESIRED TO SEE SPRAY FROM THE NOZZLE, SET THE ARC TO Y4 PATTERN. THE FLOW FROM THE NOZZLE, 0.3 GPM, SHOULD BE ACCOUNTED FOR IN -THE SYSTEM DESIGN. NOT TO SCALE ® ARB X BARB INSERT TEE: RAIN BIRD XFF-TEE (TYPICAL) ® TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED LENGTH SHOWN IN TABLE 10 PVC FLUSH HEADER 11 FLUSH POINT: SEE RAIN BIRD XFS DETAILS FOR FLUSH POINT INSTALLATION 12 PVC RISER PIPE 13 TURF OR MULCH 14 FINISH GRADE 15 1/2" AIR RELIEF VALVE: RAIN BIRD MODEL: ARV050 SEE RAIN BIRD XFS DETAILS FOR AIR RELIEF INSTALLATION 16 DRIPLINE INDICATOR. SEE DETAIL FOR ADDT'L INFO I PERMIT NO. 18-105640-CO APPROVED DATE a 'Q 0 h _ q q Q W U CO Q W W C Z � W = CL �O V O LL 0 v C N W o z > rn c m > ` a, c x 0 .- a CL 0 0 o v a V E C v tip W =tj'y . U0 C � � � W � � M Q�N �� .0 7 N t� t S�' M O LO 4- N N �L6 m U � \ r C1 O < E � z � �, 0 c ` Os N � ` i LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) �� SURVEY MONUMENT (AS NOTED) X SECTION CORNER (AS NOTED) • SET REBAR/CAP (LS#45789) o FOUND REBAR/CAP (AS NOTED) ❑ SET 2-X2- HUB/TACK LINE STAKE 0 MAG/WASHER OR LEAD/TACK (AS NOTED) w - BENCHMARK _W_ LUMINAIRE (LUM.) -c-c- STEAM - 1�i0 YARD LIGHT —T(xx)— ORNAMENTAL LIGHT —P(xx)_ TRAFFIC SIGNAL LIGHTS _S! POWER METER — ss — POWER POLE CAMCA ® JUNCTION BOX (AS NOTED) > ® TELEPHONE MANHOLE G ❑ CATCH BASIN (CB) 0STORM MANHOLE (SDMH) 0 SANITARY SEWER MANHOLE (SSMH) ° o CLEANOUT (AS NOTED) _ °- 0 GAS METER D4 GAS VALVE WATER VALVE (WV) d� FAUCET FIRE HYDRANT(FH) / CONNECTION(FDC) ® WATER MANHOLE (R#) ® WATER METER •- BLOW -OFF / AIRVAC (OH) MONITOR WELL (UG) SIGN (TYP) D IRRIGATION SPRINKLER (C) DIRECTIONAL ARROW ( HANDICAP (M) PROPOSED TYPE 11 CATCH BASIN PROPOSED TYPE I CATCH BASIN EXISTING TYPE 11 CATCH BASIN EXISTING TYPE I CATCH BASIN PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING WATERMAIN EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATERMAIN PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS EXISTING CONTOURS PROPOSED CONTOURS PROPOSED LIGHT PAVEMENT PROPOSED HEAVY PAVEMENT PROPOSED CONCRETE PAPE PROPERTIES, PERTIES INC. 355 GOOD PASTURE ISLAND ROAD EUGENE, OR. 97401 CONTACT: QUINN CLOSSON PHONE: (360) 607-8178 DEVELOPER COBALT DEVELOPMENT 22565 SW MIAMI DRIVE TUALATIN, OR. 97062 CONTACT: BART DICKSON PHONE: (976) 998-5203 ARCHITECT N 23.2 o� x 100 ------100 ------ 9 a 4 CHAIN LINK FENCE WOOD FENCE IA -SO' HOGWIRE FENCE SILT FENCE METAL/IRON FENCE 0 40 80 160 Know what's below, COVER SHEET PTN OF THE SE1/4, OF THE SE1/4 OF SEC. 099 TWP. 21 N., RGE 4 EAST, W. M. KING COUNTY STATE OF WASHINGTON I % � i Y r r z :r` r } , KENT WA, 98032 /1,11 1 ) r L ~— PHONE: (425) 251-6222 / / __----_ '-N88'2Q55''VU 61- = = CONTACT:- DAN BALMELLI, P.E. EMAIL: DBALMELUOBARGHAUSEN.COM- i SURVEYOR — — — -- — -- --- ----------- - -- - - BARGHAUSEN CONSULTING ENGINEERS, INC.- 18215 72ND AVE S KENT WA, 98032 — PHONE: (425) 251-6222 CONTACT: BRIAN GILLOOLY, P.E. EMAIL: BGILLOOLY01BARGHAUSEN.COM HG KIMURA ARCHITECT, PLLc TRAFFIC ENGINEER 18012 LAKE DESIRE DRIVE SE TENW, INC. RENTON WA, 98053 11400 SE 8TH STREET, SUITE #700 CONTACT: HOWARD G. KIMURA BELLEVUE WA, 98004 PHONE: (425) 271-1875 CONTACT: JEFF SCHRAMM PHONE: (206) 396-8286 INVIRONNIENTAL CONSULTANT SOUND VIEW CONSULTANTS, LLC 2907 HARBORVIEW DRIVE, SUITE D GIG HARBOR WA, 98335 CONTACT: MAT DeCARO PHONE: (253) 514-8952 l 1, � 1 ENGINEER / BARGHAUSEN CONSULTING ENGINEERS, INC. , l 4 5 18215 72ND AVE S VT TYPE A' SIRE �33 I , (I I I ! i i i i vSOUTH 316TH STREET 330.29' 4 INDEX TO SHIEETS� 1 •' • w wl I I I w w• r w • L1 OF 9 PRELMINARY LANDSCAPE PLAN - WEST L2 OF 9 PRELIMINARY LANDSCAPE PLAN - EAST L3 OF 9 PLANT' SCHEDULE AND LANDSCAPE NOTES L4 OF 9 LANrXQCAPE DETAILS L5 OF 9 PRELIMINARY IRRIGATION PLAN - WEST L6 OF 9 PRELIMINARY IRRIGATION PLAN - EAST L7 OF 9 IRRIGATION SCHEDULE AND NOTES L8 OF 9 IRRIGATION DETAILS L9 OF 9 IRRIGATION DETAILS 1 OF 3 ALTA/NSPS LAND TITLE SURVEY 2 OF 3 ALTA/NSPS LAND TITLE SURVEY 2 OF 3 ALTA/NSPS LAND TITLE SURVEY SITE DATA PARCEL # 092104-9028, 092104-9139, 092104-9316, 092104-9187, 092104-9140, 092104-9160, 092104-9206 TOTAL SITE AREA=933,564 S.F.=21.43 ACRES SITE JURISDICTION: CITY OF FEDERAL WAY SITE ZONE: "BC" COMMUNITY BUSINESS TOTAL BUILDING AREA=70,663 S.F.=1.62 ACRES (FOOT PRINT) TOTAL PARKING & MANEUVERING IMPERVIOUS AREA=304,212 S.F.=7.81 ACRES CONTRACTOR SHALL BE FULLY RESPONSIBLE ES ONSIB LE FOR OBTAININ G PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RTRESOURCESP°a*'!A PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. - --_-- P.O. BOX 47060r$ OLYMPIA, WASHINGTON 98504-7060 6 2020 .L,; Y EEO UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISP EEO - - _ - DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SU ND -- - - AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. UTILITY CONFLICT NOTE: CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. PERMIT NO. 18-105640—CO • i 1 1 • 1 � i 1 i � • 1 OF WAS i Z -o �0 9 5672 p ' ONA L E� D m ca U Q q \ V) N c n z _ 2, 0 o V o a ¢ a o° C v w i to 0_ s Im V) b. 0 C a) .Q W c >o ! C Q N •F+ d) N r-- JA > LO +1 N o t0 Ca O NLO r° II V_ ro o APPROVED z O N ° o 0 / wo T o 0 N (� N DATE _ 0- 11=30' 0 15 30 6 ROM DEMOLITION PLAN CB RIM EL=462.25' 12"DI E IE=459.95' 9 6— • � ? � ;, g . --"- -- \ ' ' _ '-'_,.� �--•----_..._ ____•• �, a --•^ . ,_-----_ '"...•-•"" '`--_ � ```e ``tee \ ```a. `"',,,. �` �- .,�� ,\ \ ''•--ti. _ `1,._ al E I � . f'/ �.. � �" --$� • .-,.,.,,, -. oy✓��`` 4= 468 ---_._ ,a� afl"j �.,„ pl�q r� _...___ �.-_ ''` -..�� ^\ \�'..-."'.,.. _``"` `- \~'" `- �� \ "'.". -�`' ..__" -'" `�'-�•�•..,,,,,�` ;,,,, �`"'.• `\\ \,`-'.",• _...li • 1 i I ''�i�i �/f�,,--, � 3 TORM t� i - _ ' ' ' \ --._ ate. ! • I 1 t 3 I h r o , , °?s �` } `'\.. '-•-``--- - --..._ ,`�_- =-_--_^--'." -•---_ `""- --�-- _� `•.- --`- ```tee. "'----�. I GRAVEL \_-= ...... - p D Know what's below. I r � I � 1�C C 13 �a 4 __ti; 4�0 JA � � P � \'� \ _ Call before you dig', E s.i9 r — FENCE '\.. .\\ \ ✓`� \ \ �\ �\ \ - \ ``-- -_ 47 474 - � \ \\\ x,� 47 Imo 478 - - _✓ J\\ t \ 458' \ LIGH� JBaX �� T TEL. MH �� \ \� �`'\ a \g `` \ Aso Fc tuc) 7{ Gy _ ) T(UG)ice) rah 4� X ' V 6tis FIBER I t J Bah TEt I U I I a�`l \ `\ \ \ - - ` _ / \'�\ \ �.. \` \ \ \ \� a \ ■ t � J -q 020d 1 d I I •I ! \ •� , \ \ \ gay 'o �\ ,� .� 460 ---� JBOX Go 464 E `D aF ` 4\ !` \ \\ -- - ".' - _ / 466 _� �` ■ RACE r \ - ! r 1 I ✓ GRAVE J \ - - ■ 12"ADS CULV. \ TM / € � � � � \ \ � PaU�'ER PALE '~'\ \ (4 `�- 468 --•_•- •-...� _ N IE=459.21' € I CONC. \q `� \� i . �- ! �� W TRANS. ` \ -G � „-c--G-c....._G-c-c-..c' c �---c'�c-' \ ---_ r. a I �I EX. 40' C�A�STRUCTIO[•! \ \ — 470 CB RIM E�_463.4 I I \ S PT IC /' 472 12°'DI W IE 459.5Q' JBax EASEMENT AFW 574671$\ \ ! �`\ 12"DI E IE=459.4 5' / - �✓ / - J {�d / 12"ADS S IE=459.45' w 25' �\ ! SEWER"' {cold � � \ \� \ _ f ! I Ii LL1 I �� \� // %---_. '� \ C i IT/ \ \ `, 474 - _ ■ �\ \ �� y f y� ✓ - \ 478 t�� LC t �a ��,� \ \ �\ Asti\� \ Z� \ \ ~ ` ~�� V �f (/J x -gyp \■ N � ---- ---I `'``---'" '�...��..`�' . ' �' �� . • � �',-,;✓ --�/ J\ ��`,k \ °\.\q �, 478 �_ `�•'' --■" € F— I ( 2 H E i I . 6 48s , • ,— {a {� ` r \ 20 OLfi'MRI.0 PIPELINE- _ I I I O ! I ! 6 I I 1 /�� ENT AFN.% 718 LLJ j , N 5 k :GRAVEL: DROPS ��i lye \ TEST \ f \ \�`\\ \ -■ L1W I € M I P� E BLDG. J Ti✓ / • y %' E \ STATIO \� 482 R o P � M � � �� k 1 � • : ! �A11 LT q°O va,i+ERINET 484 r POWER ' 0� I € „i° 'SEPTIC %� - I r VACLT € Fi 5/8 E AR f CA TANK. `-`i \ �!a ' \r 4 Q -- _ "AHBL // � em1y `✓ J \ ■LLJ u , Lj (NOVE 201 .LID/ �) _ EMISSION ERCB RIM EL=464.59' -, I r f ° -� _� a \ 12"DI W kE=462.29' € �' f � �'n—h 's�`q 1 Lj � J J r I aH R�P E' - J - 12"DI E IE=462.29' \ j I r 35MPH I L ac) W R N () i/ �`\� J �- F \ _ L J LIGHT E I SIGN I1 w / r B C.K STUB may JBOX P� 10 ,� T T sTATIaN J \ \ aEX. 100 MISSION LINE r/ ■ z ' !DR p a TEL,.fl / r---k SHL \ASEMENT°3139642 — ¢ ► 1 """ i J i i . VAULT ' i 1 Q POWER'% 4yJ � \ ■ FIBER:�l �$ * I I1 i i -- fl 811 CABINET JBox ! !° i I I ! ill / EX. 4 WATER EASEME a v I € � I ; ! /1 i' AFN. 9312081374 \ \ �aJ J)jr IU CONC. BUILDING rq ay , \ Q \ / ■ EX. 100' TRANSi�SS10 LINE J EASEMENT AFN. 3' 88683 I 9w w WOOD r gS.✓ ■ Ti! ' 1 � r + DECK SHED � * J \ \ _ € ! I I 1 I I AT R ' !-1- r EX. 65 TRAf MISSION LINE �, \ �■ f, r r g ! ; jI vl t ! i EASEMENT AFN. 4963340, � � � •4 € . I I I I I I I i 1 $ i 4972634 & 49 �636 �✓ rQ \ 4, \ \ ■ LIGHT! I JBaX �d � ' ��•: I � � �------___ \ / •�-- \p- � "\ ray o ` \ � � ■ I 12 SHED \ ■' ii E I I I iil , 'ram fl FIBERJBOX S ERS I 1 1\ g�✓ '� _ I E 7tj 480 �� h �J J \ I a�ER ' 478I 1 �: I \ CB RIM EL=465.50" -9 1 i�l , P L- 12"DI W IE=463.30; (JRNS + 1 \ — -- _ y ✓/' 12 ADS E IE=463.30 11 \ - 4 I 092104-9206 , � \ b 484 ` fir"'_ .� a-- �-----__ ._—i._._",-..'off 4 '� � i ■ 1 I �J t I I, 1 Og I FENCE 4iel � �g \ ! \ ■ I SEPTIC DRAIN s x $� EL / \ _ r I I I FIELD (APPROX.) \ ` \ \ ■ SEPTIC ID TANK LID \ \ ER FENCEa"ti J \ 020 10 �■ "� I V II I t ,�' r - ------ EX. 15' INGRESS /\\EGRESS FIBER-- I� ' r r I I � sF 1 I � � ` \ � �, JBOx ; j ; ` I ( I / `��—a -- — _ --! r EASEMENT AFN. 52464,59 N E ----- JIBX- ; IJUP�j OIL ' l`� I BLDG 4. ✓ J I VI TANK i i 486 \ SIGNAL I_ w 1 / a' 1 0 BvX ; i _ EX. WATER- w w i ✓ f I I METERS{�3� {)�- S) _ \ 8 UG "J WATER `� I ; TELE. k SHE CB RIM EL=466.54' / \ 12"DI W IE=464.24' 12"DI E iE=464.24' LIGHT CB RIM EL=465.26' 4JB0 12"ADS E IE=461.36' 66 12"ADS S IE=461.31' 7 � — I CB INLET RIM EL=465.11 12"ADS W IE=461.76' LIGHT JBox LIGHT-' \ JBOX PED. CROSS --- SIGNAL BOX CB RIM EL=467.07' 12"DI W IE=464.79' -� �kto)d WATER WATER III Pa I 8 13 �-- ------ - HMETERS 3 I a DROPI� w fl I T-- �_—___---`-- ______k POWE POLE \ \✓ I I () I slGBOXo I °� I ld LE W/ STORM 13 STORM W/ LU IN. 5 \ i DROP & TRA S. � P(��----... ��) -- �W) ---• P(UG) __I_•_ I � � �c � �' . I 8 4 � I � 5 ' `—•� A c(UG) COG) — °CuG) — °{uc) o ) / I e a { I 0 \ \ \ \ ,1� // . �� WATER FENCE I I ffi I _ °A Fo -- �A� °j I �r — �-ambc«n— �c«o �«n— POWER b €v - I - ° I I Ra N c ` \ P(� — P( m— P(al ao — K — M(*n — Pca+) \ a �� } ■ PIPE Wj PIN IW/I I I 1. �. I g _ 91 9" I I 8 is .�•- -< -w- w`'- ---ii a� \\_ -_._ -_- - - - \------- >° a0 I I I LID. C}.68' D N( I� / v S. _ -m-mom-so ��\ `°y \ ■ a I I -------- --=----- w - W- CSE CaR. SE a 13 ■-"-w-= M \ I I9, TWN. 21 ., I a Q - h AILBO \ ------------------------------�TYP_ICAL) 1 �� ■ ------------ 2 \ (NONE DER Q113)------- ----------- 1 z,i -w-9w-wi-1 -w `-w-W-W -- j \ \ " �0 \ \� g I _ T/ PPE` f _ -•�- G/_�—°—.� F- 32�i5------- G—G—.-..,_,__ " \ 2ND A `\ G—G—G— r- -I ! G G®G-G .� - t EX. 12 WATER M \\ �- -� \ -G G__G-G -G-G _GAG-G ��G I -� -t-w-w - w __w w-v-w w-w w-w w7 w-w `w- w- w-w-w-w - w-w-w-w-w-w _w-w- w- �y-�,{ y 9 45 0� c�� w-w*-w-w-w-w \w-Vp`.".-fit CiJw-w-w-w-w-wT�v�84w._ �v m �� _ w-_�w w =w _w I I I I NAL P LE _ - I i)z LUMI g I s z i / 9J _ I ITO BE l \\ SIG-_mff \` c I /' /a ray ✓ I E C S§ EX. 30' INGRESS / EGRESS I L X ` GUI ANCHOR EASEMENT WARRANTY DEED �� ;� \ \ ■ I g AFN. 7412060241 1 % a�NAJ L\ EX. WEST PROPERTY LINE\ \p� A Y J I ; AS CULV. OF EASTERLY PROPERTY ✓ ��, �w:Iw-w - M w \ 4 ✓ \ \ \ • � � E 64.86 n. NOTE: A SEPARATE DEMOLITION PERMIT IS REQUIRED FOR DEMOLITION. DEMOLITION OF EXISTING STUCTURES MUST BE FINAL BEFORE BUILDING PERMIT CAN BE ISSUED. OEX. BUILDING, SHED, CANOPY AND OTHER OUT BUILDINGS TO BE REMOVED UNDER SEPARATE DEMOLITION PERMIT. O EX. CONCRETE PAD AND SIDEWALK TO BE REMOVED. Q EX. CONC. AND WOOD WALL TO BE REMOVED. ® EX. WOOD/CHAIN LINK, STABLE, ARENA AND BARBED WIRE FENCING TO BE REMOVED. 0 EX. POWER POLE, POWER METER, UG & OH POWER LINES TO BE REMOVED. ® EX. GRAVEL PATH TO BE REMOVED. fl7 EX. GAS LINE & METER TO BE REMOVED. EX. WATER LINE, IRRIGATION AND METERS TO BE REMOVED. EX. WATER SERVICE TO BE ABANDONED & CAPPED AT THE MAIN PER HIGHLINE WATER DISTRICT STDS. ®EX. SIDE SEWER SEPTIC TANK SYSTEM W/DRAIN FIELD TO BE REMOVED. PER HIGHLINE WATER & SEWER DISTRICT STDS. 10 EX. TELE. VAULT, RISER & UG LINES TO BE REMOVED 11 EX. OIL TANK TO BE REMOVED PER EPA STDS. QEX. CHIMNEY, MAILBOX, DECK, PLANTER, HITCH POST, BASKETBALL HOOP & OTHER MISC. ITEMS TO BE REMOVED 13 EX. STORM DRAINS, ROOF DRAINS, DRAINAGE DITCHES & YARD DRAINS W/STORM LINES TO BE REMOVED 14 EX. BERM TOP & TOE TO BE REMOVED PERMIT NO. 18-105640—CO APPROVED DATE c 0 0 0 M 0 6 t A Q 0 U a N 4 ((J) 0 W a: 0 a. P w 0 CL Q 0_ W (� W Z W a. �0 W = � 0 er) 12 K. 8,44S � of was � P� o � Z �o q 5672 p �� F /sTE�� 1 �uNA L j 03/06, m m a y Y c G O _ v Vf = � � 3 � i 41 t .� V) W � C U) Q LN tom/} C j LO /t�/0� W 0 V Fq N N r— i N L.J t 1A=30' 0 15 30 60 Know what's below. Call before you dig. NOTE: A SEPARATE DEMOLITION PERMIT IS REQUIRED FOR DEMOLITION. DEMOLITION OF EXISTING STUCTURES MUST BE FINAL BEFORE BUILDING PERMIT CAN BE ISSUED. DEMOUTM KEMTES O1 EX. BUILDING, SHED, CANOPY AND OTHER OUT BUILDINGS TO BE REMOVED UNDER SEPARATE DEMOLITION PERMIT. ® EX. CONCRETE PAD AND SIDEWALK TO BE REMOVED. O3 EX. CONC. AND WOOD WALL TO BE REMOVED. O EX. WOOD/CHAIN LINK, STABLE, ARENA AND BARBED WIRE FENCING TO BE REMOVED. O EX. POWER POLE, POWER METER, UG & OH POWER LINES TO BE REMOVED. O EX. GRAVEL PATH TO BE REMOVED. (D EX. GAS LINE & METER TO BE REMOVED. O$ EX. WATER LINE, IRRIGATION AND METERS TO BE REMOVED. EX. WATER SERVICE TO BE ABANDONED & CAPPED AT THE MAIN PER HIGHLINE WATER DISTRICT STDS. OEX. SIDE SEWER SEPTIC TANK SYSTEM W/DRAIN FIELD TO BE REMOVED. PER HIGHLINE WATER & SEWER DISTRICT STDS. 10 EX. TELE. VAULT, RISER & UG LINES TO BE REMOVED 11 EX. OIL TANK TO BE REMOVED PER EPA STDS. QEX. CHIMNEY, MAILBOX, DECK, PLANTER, HITCH POST, BASKETBALL HOOP & OTHER MISC. ITEMS TO BE REMOVED 13 EX. STORM DRAINS, ROOF DRAINS, DRAINAGE DITCHES & YARD DRAINS W/STORM LINES TO BE REMOVED 14 EX. BERM TOP & TOE TO BE REMOVED - .- "`.""---------._. ............. 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VALVE OM ■ \ \ \ \ \ �'` \-_"-`t t =a� ��, `O t (TYPICAL) O I a \ �,/ \ i ROOF DRAIN -•—S�_ �� \ Aso / ter,.-� \ 4�FE CE �/ _\ CONC. 3 / Ir (TYPICAL) 13 ! \ FENCEO4 ■ v � ,/ \ J \rr ALL O SEPTIC �' TANK LIDS ■ f 1 --, ( r. - Os SEWER \�� \ l h LINE t t BLDG. ■ � ( \ / I C�� I / �� '�� FENCE , O ■ _ - - - ``\ I ' t GAS `- PMETER , 7 �r GAS O METER \ \ '\ [SHED �#TE j BLDG. o �HITCH 12 \O „ f, �' I , ' _ POST O YARD DRAIN / o ) p' _� ,' p ,'` � i( � � - ;�' • . TYPICAL 13 VV� _aD SON ,2 CHIMNEY D OODWALL WALL�. I 1 13 STORM � � U _\ 'POWER GAS �' ya WO ► I ! / r O WALL l I 1 I I t 1 r U !r �f ` = 1 I I I I 4 If \ \ \ TOE OF f / WER POLE I 1 j , Q ARENA ■ \' BERM O I Q% CAMERA I } j 6 P- I U 1 (i I GRAVEL! i �: D CASED 1 1 1 /2 / \ t 5 ` I I I SA IE \ I f t POWER I I I I I I I SDMH RIM EL=456.92' C NC. NCH 4X4 ■ \ I { 10 TELE. h� / 1Q I I FENGEQ 15"ADS N IE=448.72' , ( D WN .52' ; / 9' ID / \ ORISER UG I I I I I 15"ADS SE IE=448.72' { OVEM ER 2 9) / 12 I P CULV. 1 i 15"ADS CULV. ■ I / TOP OF TELE 13 IE-463.78 I l ` BERM ■—■ ■-- ■ I I \ ( ( S IE=448.31' 14 - ---- �/ ° Sfl2'o5'34V .29' I �, {x \ -•-.Y / / \-/ BASKETBALL C _ _ �.,,�� — --.e.- I — o r-- /--- ..--•i — IJ — /< — // — /1 — /! — f' c a _"."//{ POWER AML \ \ 12 HOOP ■ WA 4 _ �--� o �\ \ � aSD SD 3D , 3 (�,d - -� _ ^ PERMIT N0. 18-105640—CO d a) CULV.//,,� S02'05'34"W 865.86' — —7� ;"`}d -- 61.82'JLINE O SEC. G TuVN 21 Rr4E \ - ------ (� —— —---- -— — — — — — ----- G---G'"--C---G--R---.,.G—g—O EC fl•CiK .� rj—g.....—«��j 'J G g'_''S ^C .1., G—G—G �-_ _�.��C -(HOM`�-_—g-.--_G—G—G._....—G—G—G-0-0 —G- - — — — — 1— — 1-------- t�o)� - c a--- ----------------------- -------------- -- 12"ADS CUL. 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PROVIDEPLANPOLYETHYLENE ADEQUATE CORRUGATED CB RIM EL=462.25' CAP STRAPPING METAL RISER 12"DI E {E=459.95' r }- - - _ _ °, --�'\ _ _ - - `\ -\ \ \� '�` �\- \ a �` ' - - _ ` ` - 15" DIA DEWATERING ORIFICE ~\ \_ 1 \� \ ~`\ `- PERFORATED POLYETHYLENE 2-3/4" DIA k n 4�6aN. 0 93116 - `�� _ `\ ` ` \ �� - `\\ \ _ ^ot `-~- Coy3 I Q ; - -- -- -__`\ E- 0`� '`- \ \'' \� yE- - ` ` �-= '�� DRAINAGE TUBING, 12 DIA - NEB 6' WIDE BERF 4ss--`�-°"� - _ --- - yy - _ - __ _ - - \ TUBING SHALL COMPLY EL.=- 73.00ZR�``- -`M1y�` ---_'�,` WITH AST5667 8e ASHTO M294 f 9An LE 6 LF 2 CPE S 4.7 '\ ��- - TACK k / ----- SENSITIVE AREA FENCE _ WELD It .- ------------r \ h-A - WATERTIGHT r, 47 \ \ \ COUPLING ► ,iqi i / / i---�-- ------ -3 - 469 O 6' MIN r-------- L---- --� \ ,� i € t t-466 .,- _ { \ \` v a CONCRETE BASE 0 15 30 60 LIGH E ! ,it t t t ; ` - 47s --___ \\�T n �465 �`C' `� ��. SILT FENCE PER ��_ ,/ � � �. JBOX / TEL. i H p I I t - I \r BPA` ow 4 DETAIL SHEET C13 / rCuG3 F(uG} _-T{ } T�uG) -r(u} p t t31t 4r� T.E.�.� . `�- FIBER \ k k k r .. I `� / 30" JBOX i. t i t t t MIN. TOP PONDC:=�F ttt ttti tt ■ AUL k + ; ( € f t t t , t t ~ MAX W.S.�EL.=472.50 r�. t t t BOTT _ ` r5 , I s ( a t t t t , TIC W.` EL=465.0 \ \ ��.�� . `o \ , MAINTENANCE STANDARDS ( ! t t INSTALL TESC POND RISER _ � � � � � � \ 1. SEDIMENT SHALL BE REMOVED M P9 D EL-464.50 PER DETAIL THIS SHEET)• •\ `` 11FROM THE POND WHEN IT REACHES r - TOP EL.=472.50 \� --=`�--' APN. 092104-4187 � { � _ ■ NEW--'T5 -WIDE 460 1 FOOT IN DEPTH. JBOx ; t t -- - -- -- - ___ IE=469.00 \�. �\ r.\�\`� `� `� �` �� ` GRAVEL 2. ANY DAMAGE To THE POND 1 t , t -"`__-o------- _ _�_ -=_ _ _______ ______ _ _ _ ` �� \fir \ ` �` �` VEL AGESS CLEARING LIMITS , EMBANKMENTS OR SLOPES SHALL _- _-____- _ J __------ 'c_____ �_ 466 465 --_ -h / t \ �'` �� _ ____ =----- ■ BE REPAIRED. o I H ' 1 I I ` -- -- ---- - ----------- _`_ _ -___ 467--s--- -- � _ �- - _-� �_ r - \ E B � ( , i Z �` _ - _�-- --- 468 _�c-�_ _ - _�-�_ - - r EW 6' WJ ER 1 f � I � � �, _` --•-- --�--------��_ _ 469 �-�-____ p � � �`\ 222 - --------------471---�_'_� --__ --= ___ - - --_ �_: - \ _ SEDIMENT POND RISER Know what's below. I k t r-------- y ------ `- 472 -- -- _ - ---- ---- -_ _ Call before you di�j i f \ k I __ \_ - - - --' -_ _____ _- _�__ __ ---== - % ```` ■ Y J' { I I 2 _._0°xs 2: /� r°5J 1\ °\ -- -- > 4 (00, 5p -' �, - � � NOT TO SCALE i i I 2:1 RIP RAP \� ``4 ---\ F �� 2:180 \' / %- 4ss` / i (J( P OTECTION p END 0 s l\ GAS fiRACE \\��1 �c _ _ ` _ _ • 12 ADS � I � >I N IE=459.21' i I - _.......�. J I i j r -- - -- CONSTRUCTION SEQUENCE: (S POWER POE 1-G G-..G-G--G1--G"-G_...._G...._G-G-6-__G..--G�-G---G-"--G-g��G 0_""G-G - \\\ \` \ w/ TRANS. 470 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF CB RIM EL=463.40' I ' 12"DI W IE=459.50' I I i t i I �I J JBOX 7� 40 -O RUCTION \ - 12"DI E IE=459.45' q _ \ \� �d ZASE ENT AFN. �746718 € FEDERAL WAY OF PUBLIC WORKS. \� " S S IE=459.45' I I 1 2 2. FLAG CLEARING AND GRADING LIMIT P 12 AD O i k ` I 1 \ "�- EX. TRANSMISSION T �TO \ \ c)d ` tad «n�� \ \ ` + �. � � (� �� -__`" , \ _REbtAltd--- _.�2WE �---�...___._� � �--- `� � � ��` �� \'` � \. �`'`-� � � R S FOR PROJECT AS SHOWN ON THE W , € I g A 3--� PROTECTED C�"'----•... 474PLANS PER THIS SHEET. j v I o _/ '~ 3. POST SIGN WITH NAME AND PHONE NUMBER OF THE CESCL. CLEARING LIMITS o \ \� ��% 20 \ INSTALL V-DITCH WITH ROCK \ ■ 4. INSTALL TEMPORARY FILTER FABRIC FENCE AND CB PROTECTION AS SHOWN ON PLANS TO PROTECT ADJACENT PROPERTIES AND STORMWATER CHECK DAMS EVERY 50 PER - �r _ --� SYSTEM. 486 �� DETAIL SHEET C13 s `-- v 1 I u j , c� i i I Po - � ,,\' 00- \ \ - ~ , �\ \ 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE PER PLAN. v (y IN j p EX. 4' WATER EASE NT DROPS�y `;� TEST ` �.,_-_ _ ___.`�-s �. (� 3 s AFN. 9312081 4 TEL. , f t� STATION,- - 4sz �� I I i Pg1V+E k P L� M� \� VAULT ��n�� g '``- 6. REMOVE ALL EXISTING SITE IMPROVEMENTS AS INDICATED ON PLANS. (f) f ii I �i�P��1NER r °sue EX. OLYMPI LINE `\_ � ■ U I k I j ( ° - B€N� �7 0\ASEM NT AFN. 5746718---� 484 _ 7. INSTALL TEMPORARY SEDIMENT POND. VAOj f 1 POW LR n I I FND 5/8' REB R/CAP c ( I } `� I a" "AHBL LS # 5161"�'o i _ -^ _ - -_ _ __ 8. CONSTRUCT INTERCEPTOR DITCHES AND ROCK CHECK DAMS WHERE Ii (NOVEMBE 2019) oG} - JBOX - W 1 1 ` q �4 `g 100 ANs Is ION LIN -" - W SHOWN. ' �-- CB RIM EL=464.59' EASEMENT N. 3`13 42 - + \= 9. CITY REPRESENTATIVE TO INSPECT AND APPROVE INSTALLATION OF T.E.S.C. 12"DI W IE=462.29'� Q I 12"DI E IE=462.29' a �' I !!! R POLE TR MEASURES BEFORE SITE CLEARING AND GRADING. € 35MPH } T� ' W f ANS(3) LIGHT i SIGN BLACK STUB ■ 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY AND JBOX 0 # � I, P LE TEST STATION \ \4 - W NPDES PERMIT REQUIREMENTS. j \ i` f i f W DROP - +II i W i 3' € SILT FENCE PER �`�� ' CAB NET ©� -- 11. COMMENCE STREAM BUFFER RESTORATION AND ENHANCEMENT ACTIVITIES FIBER ( d, r..� DETAIL SHEET C13 �q �� $ 0 6 ■ PER WETLAND AND FISH AND WILDLIFE HABITAT ASSESSMENT REPORT BY SOUNDVIIEW CONSULTANTS DATED FEBRUARY 2018. w �' I III ! t j I _� \ \q 12. PROTECT ALL PROPERTIES, STREAM, AND WETLAND ADJACENT TO THE I \ Z PROJECT FROM SEDIMENT DEPOSITION. q I I p i 4 q r. ��r \ �JJ I \� \`q EX. r / / �� , = 13. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. j f I p i 00 RAISMIS ON LINE � ' k I I I V( i �J EASEMENT AFN\ 32i 8633 \ �- 1 ■ U 14. CLEAR AND GRADE SITE, AMEND T.E.S.C. FACILITIES AS REQUIRED. Q 15. COVER ALL AREAS THAT WIL L REMAIN UNWORKED FOR MORE THAN SEVEN ' INSTALL CATCH BASIN PROTECTION I ON ALL PROPOSED CATCH BASINS I � f �� \ ! ��J �� \ � �` � DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON / WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR WITH OPEN GRATES \� r� f 1\ \ \ : ■ I I PER DETAIL SHEET C13 _J \ APk1. 9210 I .., EQUIVALENT. � I F ,� INSTALL V DITCH WITH ROCK \ � tq a ,� j ! \ \� ° 16. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 I I J I o CHECK DAMS EVERY 50 PER EX. 65' TRAt�MISSION LINEEASEMEN°y; `�� y� \ y� -- DAYS. I DETAIL SHEET C13 \\7 _ j t I iI 4972634T& F4974636340, o y #� I 17. WHEREVER CONSTRUCTION VEHICLES ACCESS R I t I _ , ; y 1 _ \ ■ ROUTE CROSSES PAVED LIGHT �i I a ° I r V482 ' E \, ROADS, CARE MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT JBOX ""�I k� i I f J - /� FLOW DIRECTION ;� ® (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO ' I I I I i- p,RROW TYP. �\ I •• PAVED SURFACE, THE ROAD SHALL BE CLEANED IMMEDIATELY. FIBER '--/1 480 I I � a \�� , 18. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. JBOX I k € ( I d / �� FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE g i - , -- �-' I- - / \p \� �� \ - FOR DRAINAGE TO DISCHARGE POINT. l � I I �} - 19. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION ! JO�E� 47$(-DRAINAGE HAS PASSED AND PERMANENT STORM DRRAINA E,,PE � � GE SYSTEM IS CB RIM EL=465.50' I _ R�NS. _ -__�_ q i 12"DI W IE=463.30 �� AP TER 12"ADS E IE=463.30' I INSTALLED AND FUNCTIONAL DO NOT CONVEY SEDIMENT -LADEN WA = - INTO STORM DRAINAGE SYSTEM. REMOVE TEMPORARY EROSION & --- ---4-M SEDIMENTATION CONTROL MEASURES UPON FINAL SITE STABILIZATION AND ' ` 092104- 206 f �� % ESTIMATED EARTH WORK OUANMES- i APPROVAL FROM THE CITY INSPECTOR. (- TEMPORARY CONSTRUCTION , I ' L 4�s (g I I BOD S OP I ENTRANCE PER DETAIL SHEET C13 \ \� �- ` - �'� ■ 20. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE t € �- '� - g3,� I • REVEGETATED AND BEST MANAGEMENT PRACTICES REMOVED IF J F� � 0 I MRPPNO- 17,00o CY. ■ APPROPRIATE. 21. COMPLETE INSPECTION € � / PUNCHLI ST " o° b z, � EX. 15' INGRESS / GRESS A��. O ( ( s' a I - - EASEMENT AFN. 5246 9 0 0 0 0 _\\\ 09210 160 `r ` I ( ✓ `- (TO BE REUNQUISHED_� \ \ ■ FIBER ( , f ` ` ` I \ r INSTALL V-DITCH WITH ROCKOX \ L€GHT I °N POL j I CHECK DAMS EVERY 50 PER �4 ` �x I uMI I I I I �� a o a o DETAIL SHEET C13 JBOX ; g I - _ ATER J E � � SIGNAL- MEY(3)� BOX € i \ CB RIM EL=466.54I / 12"DI W IE=464.24' r9 I VERT !POLE W/ � \ ' J 12"DI E IE=464.24' LIGHT I g I o I DROP ' 111ry J • • J JBOX IGN I POLE W/ LIGHT •" �uG �c,GI �(aG7 -PSG} ___ I ' B L. DROP \� ° SILT FENCE PER \ - JBO E } €-� -tea-G'�`-tt�''° CB RIM EL=465.26' CCuG} --- C(uG} _ �(uG) , \ DETAIL SHEET C13 \ 12"ADS E IE=451.36' 4ss I �"�` 12"ADS S 1E=461.31' /// \ C ! I I \ p \ I -i- of }L p (} �.t--..03 IRON �.sA�Ed�--21C++ � t I ti �� `- PIPE W/ .PINiN%� E - ----------------- 1_ ( gID. 0.68' DOWNS T _ o 0 0 0 0 ----- I�I CLEARING UMITS - ._____----19+00-------__--_ �-_ __� R-,.4ENN_ -2-1 $- ., ! ' --� -� "' 3 AVE. �,�g, 5 r ■ (NOVEMBER 010� I _ -� - / �� 23+00 24+00 STREET �� w-w-w --' + o ° - wow-w } s CB INLET RIM EL=465.11' I j `G I P WER-,� Q q - 12"ADS W 1E=461,76' °-G-�-G-�-G� G-G ° G-G-G 1 y G G _G G_._ G G_ G- G-G G + G- i�- G� P - �- o- s-a-----° _ _�-----s------�-G-c G- G S02'05'34"W 132 .15' \ M -G-uG- I L G-G G -G- -G-G ° EX. 12 WATER M _- r _G -G- G ---aw-w ltl -w- w-w--w-w-w-w-_..... ._.--yP-M•- �' '-"``- G G-G ' G / G Gj11I4 _ -w-w-11 w-w-w w w-w-w-w--w-----wF¢w-�-w-- w w-w- w yr-w- w-w-w-w-w----w-w Y LIGHT 1 I I t L P LE (�W'`_ J (� JBOX � "NO) I I LUMI . - - - %� D®ICATION �� r� N ■ ce a I i w I TO BE - I x SIGN�L - ED B X �, EX. 30' INGRESS / EGRESS LIGHT I` ffi C S EASEMENT WARRANTY DEED PED. CROSS:-- I I NX ` GUY ANCHOR I I ' I AIL AFN. 7412060241 -„ n ' SIGNAL BOX I CB RIM EL=467.07' t � � � � � ( � EX. WEST PROPERTY LINE 12"DI W 1E=464.79' ' "A S CULV. EASTERLY PROPERTY w - w w w A464.86' r- ■ �O ° \J1 n T.E.S.C. LEGEND DESCRIPTION PROPOSED SENSITIVE AREA FENCE FILTER FABRIC FENCE TEMPORARY CONSTRUCTION ENTRANCE 7), 677 67, 07 0 7 7 o c �o FLOW ARROW TEMPORARY DRAINAGE DITCH - ROCK CHECK DAM , LIMITS OF CLEARING CATCH BASIN PROTECTION PERMIT NO. 18-105640-CO APPROVED ISM c 0 m z Q n U U) W F_ Q U 0 n Z Z T s v L� W a � O W O W a- Q W W W IOL z O Wr O a- LL \1y K. BqC411 � �F WAS i P C/> �' z �o 5672 p 'vNA L 0 0 0 M a v Q Q Q Qy x J c U m d \ Q O 0 o 0 a Mi 0 U 0 _ n C v � L � N o CIO C •- � � In W a� o o C Q 0 \ m V E U) Q t0 O U-) m U 00 N i 00 O L M V �• E co O z 0 a o N �. i TESC PLAN ■ -- --_... i.a--'" fir,. _____ \ \ — —i "A pill At EX 0 15 30 60 WETLAND i MIM MMMMMA I will 430 \ Know what's below. ; �- �i --`~� \� - \ ___ 1`'` — '-� _ `� \ ` ~ \ -i_ _ . -i 4 Call before you dig. - `- i ~�i \ -- _ COVERING MEASURES FOR STOCKPILES: - ALL MCKP M THAT VALL MUM UM OMM FOR MOBS THAN TWO OMMOUM WORICWQ DAYS DAYS DUFIMI TFE WET 8EA80N (OR MORE THIAN ■ `� \ \- -� ``- - �` `'� 4 `i �� SEVEN DAYS DllfW" THE DRY BEASCiFD AAD LEA$ I rM 3O DAY8 BFIALL BE iE=446.50 W/RIP RAP `- \�, - PROTECTED WiTH RAM PM FUM D2.= ON BH T CM ■ 1 / \ �\ \ ` - - -i ' ` PROTECTION �- 440 \ `_ -� \ ` \.} 1 \ ■ CLEARING LIMITS �--- --- �-� \ \7\ 442 , I \444 -- \ \ \ V � ` _ i i \ t --..--_..._95 LF 12" C'REP SD \ \ '� N SILT FENCE PER g2 \ \ I DETAIL SHEET C13 I (P R DETAIL SHEET,C4) _ _ \ \ \� - 450/ TOP EL.=473.00 \ \ \ _ ` IE-469.50 452 INSTALL V-DITCH WITH ROCK - - _ _ _ ___ _ ___ 474 \ -- _ \ 454 \ CHECK DAMS EVERY 50' PER \ \ -__- =472 �473 - _-_-_=_- ------ `- _� __ -� DETAIL SHEET C13®-- - -- ----- 469 470_--�---- ------�--- `---�--- --_ 11 X �� `- 456 468 ■ ; i , i \ \ \ '' SILT BAFFLE PER I I ; _ _ - - \ \ I \ •� \ \ �` \ DETAIL SHEET C13 ®- ` -= _- = =468- = - -- - 470 -- --------`=� - \__ --- - -- - - 47'1_�_ -----_-_-_--_-_--_-_-__ - \ 474 1 RARY T FOND iW— ■. \ _ \ \ \ \ \ E`M MAX WPLT40 - O8.40 14, \ \ \ \ •.,\ _ \ \ APN. 1 9 \ /`' \ \ \ '` FLOW DIRECTION \ \ IE=450. ARROW (TYP.) \ \ . 092104_9028W/RIP -- �- ■ _ 81 LF 12" CPE 454 --- ■ 1 / ( t INSTALL TESC POND RISER ` -� - - i (PER DETAIL SHEET C4) _ ■ / / I / \^� I TOP EL.=469.00 ----- -- -=—OFFICE BUILDING ,530 iq�w BVILDING i FF=474.0FF= T. MI .-TOP PON EL 470.00 11 1 1 1 ■, \ i I I` I I\ 1 I I I i ! y`! �I I I -'' i I /I -j `` - W. EL. 9.00 TTOM P6ND EL= -64.00 01 1 ► 1 1 1 1 ■ \ L- / `\ 1 - � ( I coo I I I 1 4p 1+ I I I _ - --_4- T \ 1OD ---------_- ` t 4b. I + cnl 1 1 1 - U I I wI I f0, 1 ■ I- 1! \% 1 I I� 1 ICI I I/ TEMPORARY CONSTRUCTION \\ \ I, 1 11 w I I I Irl ■ V ENTRANCE PER DETAIL SHEET C13 I `SILT BAFFLE PER i + ; ; I 1 i i I � _ r DETAIL SHEET C13 t I ■ / C 1 0 o a i jl I I+ I I_I — \ \ �•, \ 1111 I1111 INSTALL V DITCH WITH ROCK +\ CHECK DAMS EVERY 50 PER \ DETAIL SHEET C13 I 60 LF '4.�" P. SD 0�.50% I ----- - - - --_-1 , \ � -_-_ -- _--_-_-_- ..... ..._..... 1 t ' - SILT FENCE PER o a a o o rJ \ DETAIL SHEET C13 ' 4 SDMH RiM E 15 ADS N i PROTECT �I 40 444 446 00 RAP < M�fN rn - \ \1� o 0 11 t � �1 SILT FENCE PER DETAIL SHEET C13 \ \fill C 1 LEARING LIMITS INSTALL CAID, BASIN PROTECTION ON ALL PROPOSED CATCH BASINS WITH OPEN GRATES 1 PER DETAIL SHEET C13 F D' CASED 11 1/2" 8 iE f W NCH �j�t 4X4 =45 .72' / D WN .52' , / 9" LID 72' ( OVEM ER 2y19) `, 15"ADS CULV. S IE=448.31' CLEARING LIMITS —/ N { ■ - -7 �------__ �/ /~ 32ND AVE/� �� ---- oo c-� J �- ---Pill �_ + + - _ _^ —� SdMH RIBA EL-456.72' `` % 12"ADS N IE=448.62' �"°'� E. LINE 0 SEC. Till , 4E ' 1 E=448.72' _ Sd2't�5 34"W 865. 6 -— 3 _ _ , 2"ADS I ECQ j31OCK s--�—c— �— —� �_� L7J—� Cuaia — — c— —G—c—a—c—c—c c—c—c- c—c—c-2 — W—W_.....W—W—�{......_W—qr ....,.—6�—w—^—~ -ASV—w- G..... �{r �.._ w.,..._ W—W w—w—w®-—w—w—w—w.,.—w—N—w—w. — t44fl� ____ ,.. M � ld►"`i N w - �i--a- L�-_T4 ) )_ 7 cL p'°)d s—s—c—c c—c--c_ C� —��x_� w '�Y�— kc —w— �tw twota — 7a—`m/= n Hw—w—w— — ---u a ��sr w c_ r c�rr�_ � cl)_ 455.74'c { v Xx —"�X x X� (__ -SID—� �- O p C_- —.-.- ww—W EX. ROW oU' , 464 -' - `� _ _._.. �' 460 DITCH ■ g BOLLARD _� G�CHOR r w--�..._�_.. - 4__ �.---_" --� ■ J WW TAPER ``-' l �'-��,�� + - — 4r� -- — 8"ADS CULV. 8''ADS CULV. (TYPICAL) HYDRANT �- --.--_ _ r. (TYPICAL) f'iAI.F EX. 30' ROW FOR ��`�`�a�n^/ '13t3.�� — 476 N 1E=467.10' S lE=465.93' MP � _` �% STREET 32ND AVE S. - CA$u y SIGN PERMIT NO. 18-105640-CO APPROVED DATE CO a 0 Z IL tJ U) W Q � Z Z T W Cj W a: t cr0r W 0 W (L Q CO W W W °- o a. 0 W 0. 0 L0 9 Wilk � WAS oP �o 5672 p �� pNA L a 0 U b it j x° ~v X Q m _c a O O V E C u : t CD U-) r_ c N ClLLB N c � M � �. +� L Lr'? a—+ f V o m V r c L� a Q3 i 00 (D E O z OD 4) "" 0 o 0 O (f) 7) N C.� I� CB RIM EL=462,25' I 12"DI E IE=459.95' O�I f c1 I ! 1A=30' ! I 0 15 30 60 I k Ia I € LICH k JBOX x(UG) TOO — FIBER ° I JBOX I TE I v I CD 0 AUL I J + Ln Know what's below. Call before you dig. I I € 0 HI € � � I SD ' € 12"ADS CULV. N IE=459.21' I CB RIM EL=463.40' (� 12"DI W IE=459.50' I f I 12"1)1 E IE=459.45' 12"ADS S IE=459.45' I CDo I I � � I 1 f � I I o I w I( I CB RIM EL=464.59' 12"DI W IE=462.29' 12"Di E IE=462.29' - LIGHT JBOX P FIBER JBOX i I n y c u I � I 1 I I I I LIGHT I €I JBOX � I FER 1�11 ttt JBOX I CB RIM EL=465.50'--" iI I 12"DI W IE=463.30, " 12"ADS E IE=463.30' JBOX LIGHT JBOX SIGNAL BOX CB RIM EL=466,54'--' 12"DI W 12"DI E IE=464.24' LIGHT IE=464.24' JBOX LIGHTS CB RIM EL=465.26' 12"ADS E IE=461.36: 12"ADS S IE=461.31I 45B may\ 66 �I as 19+00 CB INLET RIM EL=465,1 i'- �/ 12"ADS W IE=461.76' � _ 1 G — a � LIGHT-,,,,., JBC3Xg i - c� GHT JBOX PED, CROSS SIGNAL BOX ' CB RIM EL=467.07' 12"DI W IE=464.79° € € I I s k C TEL. I 3 JBOX- € 3 € s r� I �I W W € Cn cn zQ O M 0 T 35MPH SIGN € k,T: ,I • � p t ?�9ji3F? i I _<> I I 3 It N t I� g Vtml �Yir[ P(4• m P �4 c Rb� �) f— �} g ctuci .(W) c(UG) a(w) EO �"-I°J � ° 7IRON PIPE W/ PIN TWV g 9> I I Ep 0 68 D NI .. R. 4E - 0 (NOVEBER 10111 --- W -�" W _..._ W - —W --^ W --- W _ W _— W p 1 1 g � EX. POWER POLE s 1 I TO BE RELOCATED { SIGN L g I B X g I I I I I ... 1 W EW---W ARY GRADING AND STORM DRAINAGE PLAN PRPLI MIS °`SEC , �,\— _GEOTECH ASPHALT /CONCRETE THICKNESS TABLE -- 6 WIDE ERM_— — '~ — -� `\ \ \ �_ \� a F l+-/n//r•'/ r/r/t / r/'t— r_—^�.— , ——r1—_--- --®—.:�._ —_-- .,,_— .----- -- y1__ — —....-----_ —_—__ �--t —�—_---• "`��__—A.{ b1TABLE �`---- SECTIONTHICKNESS RECOMMENDATIONS ___,L__ --?12i�N C C U O0 Y--- ------- —_7------- J Y- Ft DS ss nt 3.5 -- ---- --------- ---- CS 7 BC or CSTC C. % :ra_Iasorsarc:0sh Surface Top Course per WSDOT503.9(3) ------6td _Ic f EM CATCH BASIN TABLE CB #1, TYPE 1, W/STANDARD GRATE, RIM=481.70 IE=478.20 (12" W) CB #2, TYPE 2-48, W/STANDARD GRATE, RIM=480.70 IE=477,20 (12" E) IE=467.13 (18" N) IE=467.13 (18" NW) CB #3, TYPE 2-60 PUMP STATION MH, RIM=481.20 IE=458.04 (12" S) IE=465.34 (12" W) CB #4, TYPE 2-48, W/STANDARD GRATE, RIM=480.10 IE=468.45 (15" N) IE=468.45 (18" S) CB #5, TYPE 1, W/STANDARD GRATE, RIM=474.50 IE=469.45 (15" NE) IE=469.45 (15" S) CB #6, TYPE 2, W/STANDARD GRATE, RIM=473.80 IE=469.72 (15" E) IE=469.72 (15" SW) CB #7, TYPE 1, W/STANDARD GRATE, RIM=473.60 IE=470.13 (12" E) IE=470.26 (8" N) IE=470.13 (15" W) CB #8, TYPE 1, W/STANDARD GRATE, RIM=473.60 IE=470.55 (12" E) IE=470.55 (12" W) IE=470.55 (12" S) CB #9, TYPE 1, W/STANDARD GRATE, RIM=473.60 IE=470.00 (12" E) IE=470.00 (12" W) CB #10, TYPE 1, W/STANDARD GRATE, RIM=473.50 IE=470.32 (12" W) CB # 11, TYPE 1, W/STANDARD GRATE, RIM=475.30 IE=471,80 (12" N) IE=471.80 (12" S) CB # 12, TYPE 1, W/STANDARD GRATE, RIM=479.95 IE=477.00 (12" N) IE=477.00 (12" SE) CB # 13, TYPE 1, W/STANDARD GRATE, RIM=484.12 IE=478.80 (12" NW) IE=478.80 (6" S) CB #14 FLOW CONTROL MH, TYPE 2-54 W/SOLID LOCKING LID, RIM=475.00 IE=464.43 (12" S) IE=464.43 (12" N) CB #15, TYPE 2-48 W/SOLID LOCKING LID, RIM=475.00 IE=463.87 (12" S) IE=463.87 (12" W) c 2 W Wa 0 0 0 O 6 I— PERMIT NO. 18-105640—CO • 1 Z Z • ✓1 • • • i • r 1 0 Uj A • i i i K' 8,44 � pF WAS � �d q 5672 p �Q �/STER� A L ENG\ v v 0 q I :- > € a� X � m \ Y O O U iq m O O U Q O u = t04 7: � Y L O s � o._ O� o o W C N � M � CIO a00-)N M C E Lr) /tyo� W 0 V a� Lo i r i M 00 0 N C c i w C z 00s O r a 0 0 APPROVED N (0 ,% DATE I 1 1' II 01 n r PRELIMINARY GRADING AND STORM DRAINAGE PLAN rh -- � ---T'� � ��,__ -. % `GEOTECH ASPHALT /CONCRETE THICKNESS TABLE V Pavement 2 15 0 15 30 60 `� - -- _� \\//�\/\\j �� - ��a2 \ \WETLAM LNotes.BC Crushed rfa asrse r 4S T ®C,-`--- - � Crushed urfke T + per O T CLevelin& course needed below IC t Ial about o 44n 77. � �``'`~ �-�- `-`--- `--``" \ -__... `` --•.. ``'`- �`` �-^ � � �`�`' --._ --�.. �``- ``_..-_ ,��\-``.... �``�-- ----_ ._ _ ..�� `'` � ,> AYILI� WALL Know what's below. ■ - -_ - -_ - \ �\ --� --_ --- `' - `� ©AYLKH - Call before dig. you - ` -- �` \`-. ` - \ a \ DRAM Y , ` TW=43 0 \ \ 440 \ TW 460.00 \ `\ l ■ _i \ TW=473.00 �\ 460.00 TW=458�`.0 .- =454 0 4az =446.0 - _ `\ 4 4 ` - --_ . \ BW�450.5 FEW 4' PVC W='4.00 �__ _ _` _� _ - _`_\ _ _ _ `.� „�• NEW 6 HIGH BW=470.00 -` N R _ -- -~- -\---� - -- �\ �\�4` I BW � ```.� � S .. _ ��1NG DRAIN � - _ SECURITY FENCE - _ _ _ _ _ _ _ ` \ -------------- ---- -46z -__460 _ __�- -- --- _ -.__ - A :� �\ -432.00 ID `\, �' __--- \ \ -- -_ _ 8 - =- - - --- - \ I - ----- _ ---_----464----------- -3 11N=47 0- - __ _ -, _ o - �`` ...--3 �` 45 - -^�� 3 1 "' AL-_ - __ -------- -- _---40f-- � �463.00 � \`�- - 3_1_ - �=- N __ ___ --- - -- - % 3:1 � -�` � �` �42 TW_4 00 `\ \ o \\ I ------__.470..._= _ -"J j� - -460- �-- - -\- \�` 3\ \` \� \ -� -433. 472).'' ` ( ---- --- _ t•. � � \_ �¢4 `� ]�a1Cw d�.ot ui7rr+� t.. \ -yam\ t � Li Lij Cn ` N W 6" PVC ROOF N COLL70N PIPE ® 0. iW ■ \ W � - 474.00 FFICE BUILDING FF-474.a ■ - •J I#i! 1,gn i 4. j k /a mow.. WIN $� 3t 5 ■ BOLL RD_--'14 -\ (TYPICAL) ■ � �Jt SD Is STREET SIGN m 4.5 1 63 C: T5 N/k 2 •m >r CB # 16, TYPE 1, W/STANDARD GRATE, RIM=472.30 IE=468.30 (12" N) CB #17, TYPE 1, W/STANDARD GRATE, RIM=471.18 IE=467.53 (12" S) IE=467.53 (12" N) CB #18, TYPE 2-48 W/SOLID LOCKING LID, RIM=471.50 IE=467.39 (8" SE) IE=453.93 (18" NE) CB #19, TYPE 1, W/STANDARD GRATE, RIM=471.00 IE=466.42 (12" N) IE=466.42 (12" S) IE=466.42 (12" NE) CB #20, TYPE 2-48 W/SOLID LOCKING LID, RIM=471.30 IE=466.30 (12" SW) IE=451.50 (18" NE) CB #21, TYPE 1, W/STANDARD GRATE, RIM=471.00 IE=467.00 (12" S) CB #22, TYPE 1, W/STANDARD GRATE, RIM=471.00 IE=467.00 (12" NE) CB #23, TYPE 1, W/STANDARD GRATE, RIM=471.00 IE=466.44 (12" SW) IE=466.44 (12" S) CB #24, TYPE 2-48 W/SOLID LOCKING LID, RIM=471.00 IE=454.01 (18" S) IE=454.01 (15" E) CB #25, TYPE 2-48 W/SOLID LOCKING LID, RIM=471.30 IE=451.50 (18" SW) IE=466.28 (12" N) CB #26, TYPE 2-48 W/SOLID LOCKING LID, RIM=471.20 IE=453.93 (18" SW) IE=453.93 (18" N) CB #27, TYPE 2-48, W/STANDARD GRATE, RIM=470.30 IE=466.30 (12" S) IE=454.83 (12" E) IE=454.83 (15" W) CB #28, TYPE 1, W/STANDARD GRATE, RIM=47M0 IE=468.03 (12" S) IE=468.03 (12" N) CB #29, TYPE 1, W/STANDARD GRATE, RIM=471.50 IE=468.50 (8" W) IE=468.50 (12" S) IE=468.50 (12" N) CB #30, TYPE 1, W/STANDARD GRATE, RIM=472.90 IE=469.52 (4" S) IE=469.52 (12" N) PERMIT NO. 18-105640-CO • t ry • 1 0 • • f +♦ i W 0 • i i 9 \�y K. 8A4 �F WAS o �o 5672 p �� '`F G / S T ERA �aNA L ECG\ 03/06j 5 41 o M a v � •i xp � O > r- � a a i v V3 C _ :3 W � N t Q0 N L LO L0 a-•+ N M CO O U N C: Li °0 V .Nt E 41 APPROVED z c o DATE N 19=309 0 15 30 6 Cm RIM EL=462 25' D 12"DI E IE=459.95' f � I 1 Know what's below. Call before you dig,", I I o � g I ' L€GH f JBOX 0� T("G'l r(uG) FIBER-- JBOX I TEf �. � I CD AUL` I + f 1IA) ; I I : � 1 N I I 12"ADS CEJLV. N IE=459.21' f V1 , CB RIM EL=463.40' I I 12"DI W IE=459.50' ; 12"ICI E IE=459,45'- 12"ADS S IE=459.45' ) cf ) I 1 I I , w) i ml CB RIM EL=464.59' 12"D€ W IE=462 29' 12"DI E IE=462.29` i LIGHT �y f JBOX Po" I o I I+ h FIBER , JBOX s I ' I o vl I I I # i I I ' O LIGHT I I s + I �' JBOX00 i 3 I I FIBER I € JBOX s p J I I CB RIM EL=465.50'' 12"DI W IE=463.30' " 12"ADS E IE=463.30' I49 t�tl� p FIBER 03 I JBOX a I LIGHT— -'� JBOX I SIGNAL i. BOX o I CB RIM EL=466.54' a t1U { UIJd UU U f 12"DI W IE=464.24' (� ' 2"DI E IE=464.24' LIGHT JBOX v I VER I i D LIGHT f I i¢i I {uGy P{UG Pf�) ------ P{[1Gy --- P(UG) --F—�— CB RIM EL=465.26'--\ 4156 ) i ) —�-- c(uG) G(UG)—I- 12"ADS E IE=461.36' 12"ADS S IE=461.31' I — FokZ- Q�p� , —) Ian l Fa xo --Ia3 — o IRON " ,ten �_ g PIPE W/ PIN jNf� -:. « .... 19+0 R. 4E 0 ffi I NOVEMBER 01 i —w ffi w w — w—w—w W < I (0 �T RIM EL=465.11' " INLET 92 F B a o L 8 SS 0 50 = 1.76' —�—G —c — c—� . 46 G W IE 12"ADS � LIGHT-,,,.,,s I JBOX I 01 SIGN*L g B X I LIGHT\ ( JBOX �, PED. CROSS---1 I`� � I g -E�- SIGNAL BOX !I I Ilj( j[I� 1j6 IiJj (j! II1 CB RIM EL=467.07` 12"DI W IE=464.79' t s � € �w ,w—w — jLT I I 0 BE ``�`�n� . I A)QS CULV. V�E 464.86' 8" SS 4 0.5070 GUY ANCHOR EX. FIRE HYDRANT TO BE RELOCATED i EX. 30' INGRESS / EGRESS EASEMENT WARRANTY DEED AFN. 7412060241 G — 217 LF 8' SS ® 0.50% MIN. -482—_—�__480 --`-- ---- —-__-- ___ NEW 1'1 LCN .4 "8" gc A. N. x ., 3.Ofl�. r ... 2400 01 fF f — t : ... ... . ., ..... t ydlC ' : ;i §�', , :.:. `.�::.,..... '"f � • •V t• �^... j w � w — yy _ p _._. pJ — ty _..._ tq � �'�.,'.Ai �-4: �`,._../ w — '�� '� � yy `— py — '�y � w _ W — W — Yr—}y'_'^' w — W ---- tV D®ICAT M X - mr loll EX. WEST PROPERTY LINE OF EASTERLY PROPERTY I PERMIT NO. 18-105640—CO z � J W Q o � � :N > m W W Q W � z � 1 Q a: m W oZ LU QW 0 mL Y � a a Q ry/ Z Q Y z `W' Y M � CC G J W N \ m M Q (W� /�. � n LL m z 0 0 cr- Z Z < W Cj I 1. jr W CC m li T' 0 -WU1 0 Q W W W 0 Z O CL 8 0. L0 U,) C" —9 K. 13A � OF WAS vz 5672 p �� STE�� 1 NA L E� a 0 N M 0 ab Q n .v O O U Q � V L N •� V) W c: c 0 aCC) CN M N >< {j} > L Lo +-+ N t0 m O V r N � � N r z 00 o ,. 0 o V) N 0 N 00 U 11v=30' 0 15 30 60 Know what's below. Call before you dig. I PERMIT NO. 18-105640—CO (TYPICAL) \L ` �—�� ! PJER`�'9��L _J2 - __ - �\ �r --- _JAPPROVED8"AOS CULV. 6"ApS CULV. ET 0 (TYPICAL) � � � j l # Rt�. - - 4764 N IE=467.10' S IE=465.93' MS a�� C') 32ND AVEOs FQR / , CASiI- -- c \ s GN DATE z `t d n �. � J W d � ac W W 0 W � !- Z M = 0 z W LL 0- dw 0Y m� � a a ¢ N LLQ Z Q Y W z Ne m �m J W N W O OC a- z I♦ t • , r 1 � 1 i 1 X i . L 0 12 \Fy K. 8 4 flF WAS o c z -o �o q 5672 �F /STERN �pNA L 03/06, 5 6 N M o =n > I w: L x Q ( 2 ¢ m p If Y \ O m V p2 II V � H 3 •— O U0 � {p CD W N ¢d01N m CN E C L0 +s N o m W 0 V N N 3 -q r 3 00 0 N c 00 0 M N E C7 .- CD 3 00 0 -6 0 Q o � N �Q E \ \ 01r,< ` a-aa..,....-"a ♦ % FND 1 /2" REBR/YLL01' CAP i .: �. IA�20� e�°�}f' Qtw� CI L v, 023„ e� \ \ \ \\ < J I i 1 1 Lam+ / (N VEM R �fl19) � N� ..,. _- P(OH) p{GFi} -- PtGH} --- rn�,Gk) `..""_.' WIN Bib P(Gw) _.-.^"" pl-, P(OH) -- P! \\ \ \ I------------------...-__----G ---G -�,.�----•-_------ 5"`_.--__.---------_-.._-_-----_-.-----.,-� SIGNAL `�, l _ �`° BOX / �` Q / �\ \ \\ \\5 1 y \ \ + , EX. R/W -- G - G - ° G - G - G - - - - - - °w P aa) - - P(cw) - P(vw -Pow - P a G - G - Plow P<arj poi4) --- P( ) - -- ) ( } 4 ) t __� aw P(ow -- °fGw)_ Pii�T �- - ° _ Pat P'or - <- P( ) - ) - _ _ + T , i \ \ \ ,� pi \ - w r PCL�__..-.... } --- tlH' .y"--`= .�' \ j/ \ \ \ t P(Gw}--P(GH' PtGw) Pt ram- 10 L 1 ' c��r�1��---------------- - - --- - --------------- ------ KoWi -^'-•� pr . } _..-. PtGw) --. P(CH) P(GK) P(OH) --- P(OH) - ( l � E .i P( P P(Gw) --- KOH) P(OK) "---- \ \"-' - _ n L° z✓ ,�- f - �` - P(°w) --- P(-) pow ----- P(OH) - I'(a+) ----- P( --j a ��...- P(-) '-'_'- P{°w ,(° } \ P(G}t} F't i� \ ` SD"-* ....Q.5.1 � -------cr�.,�-... ` i ar (�" 4 _POWER POLE a� "\ -------------- -� asa C� yl 482 -------------- __-.--�-_-------- -moo • _- =�-- IE=457.1$ W/RIP , . POW \ \ \. -' '----------- ----- -----_ _---- - -----=-=-=---=--------- --- ias----------------=---------------_ 1 \ RAP PROTECTION .p` �',_ _-/ ` \ �.�.�,. _ ----- ------ --- �--------------------------------- -------- \F ° \ ` ` &TRASH RACK >• \ .��-------------------------- 70---------------=--------------- __ __. 4%2 - ` ,, �✓ �� - _ _- Q� 4 SIGNAL% w sv --� - w ", va ( i - -- ----------_-------------------_,,.----------=---------��...------tea- -- ------------------- W BOX i i f '� _..-._ ----------------------- --- - -- _ - - _---------------------------- - �� -� _ -- _468 _ _ "RAMP METERED" ' _ - - `- SIGNAL �` ��'' 26 LF 12 EP PIPE � �,,-��a `. �--`.�.` _ - 466 --"---------- ----- ------ --- ---------------===== --=-- -- __-- - - r I Know what's bG'IaW.% �60 T\ \ e SD alb . 0% �°� `- -_--_=-==-- r- ----- ---�-_---------_---�464. _��--------�\ _-_ _ - 4�0 -- Ex. of wER - - - -=_J;.R kTO,-8'_.SIDEWAL K------- =ti,�o�__ -_ _ _NEW 6 !ANDS ass _. __ - OCATED 1 C.O.F.W. STDS� _ C� Call before you dig. `mob \ a -~ - . ---•a "-.--4i� .---- ° - ° ° a a---�_--_-_._ e1. .�° f„ e I a d P -1 ` --� _ 'a a '.��)��. DJgU�J-}T - ! d T S. a RIM FI171a311k•ViV�d ...�""'»" .S� au--..._.... 466 d -. d _._.- '1-,.,,....,_ � �� a x - a Q Q�^ d. a Via---._. ---.._-'----_' ,.-„�_.._---aa.•...» d ,a.,G.--_..........a-.--« _-4- -.-' 4i a ,. �, d CROSS I P(UG) r.a' . d a . d a q a ..)--- _�( $ a e--` - d-..�.-d _ Q ��J --Q ..-.-.a...� PED. ��la L,�,Qr1 G) (uStWG, rrnu.E'a:WOx- Fyn.) a",�. P(UG) 6../Pt ) v_ _ , #�( ..d__ ~ UG7 "-„" UG) "tttGJ .-�"T(1tG,� T( ) `""'_'-' TtUb) -1. W) i'(UG}-®...... p ------. T(VG) ----- F ^ ) ,�-) (W) ..,=TCUG} ..___ UG) `.� T UG TUG (UG} -._.. T -- T ...-- G} -._.---- TttlG`I "'"'__. T^lV3) Tt- T(UG, -----._ T(L'Gj ._..-...„_ T _..�..,_`. EX. 1-5 SIFT p �.. _...--. _ ._.-..._.._ ................ . GG <.._,........ �( _ _) - ______ oe P:-WP� ,SD- � ,. UG J..E_.1 __ P 1 �s P ^k r G �t ;- 35 I ,. _ � -. � _....: :. �s-. ..._. _SIGN -: 461. 7f .. 1 ST .._. e A 3+30.41 64.7 w _.. J '/7 C. G.. G G:.:. G t3. '. VP. �. : '� IN ROADIMP MENTS _... ...__- _____ --.•.: s.,---------------------------- ----- _ ... .:_--_------_-__-�.. _:-•. .._- __--.- -_ -- _ _ - VM.. 'Y/ N-{;= W-Y g� -,# _ __ CB #R2 w-W_W_..._W-w-w SIGNAL 4 t 4 f 4f EX. J-BOX _ NEW CURB & G7C13 #R3 TYPE 2-54 464.85fM� f W �� `4w W - W - W W 1'WBoxSLSWTANDARD GRATE EX. MAIL Box WISTAN ARD GRATE ADJUST RIM TO (PER C.O,F W STDSSPLtT FLOW CONTROL MH W/STANDARD GRATEFINISH GRADE T' POWER VAULT-__ --_ -_ __ _ _ � STA=3+32.00, 63.88 LT - _ To BE REMOVED __ STA=4+6 .00, 63.55 LT _ _ _ _ _ i - - _ TO BE RELOCATED _ _ _ _ _ _ _ - _ .STA=7+`_0.X 62.82 L RIM=461.60 _ RIM=462. 6 SAWCUT LINE WISOLID LOCKING LID RIM=464.84 e�` IE=457.9 (12" E) `r' &1,a STA=5+90.00, 62.45' LT IE=461.85 (15- E) • SL L SL I IE=457.31 (12 E) IE=457,31 12- N - = . NEW ASPHALT PAVEMENT y IE=461.85 (15- W)W ( ) IE=457.9 (12 W) PER C.O.F.W. STDS. RIM=463.57 STA 7+32.00, 14.301T _------`'� - ¢`°��n - BEGIN TURN LANE LINE iE=458■ --I / S . 320TH STREET .60 (12 N) STA 6+82.00, 26.86 LT j �T _ _ _ _ �, TURN LANE TAPER ..- _ STA 4+97.00, 20.59 - - - - - (TYPE 'A' STREET). _ _ _ _ BEGIN TURN LANE TAPER - � � �_ 50 194 5+00 6+00 _ _ _ 7+00` -_ - _ _ _ ■ S. LINE 0 SEC. 09, N. ., RG. 4E ; .- -� I a • T `- --- _ - - - - - - 4OMPr� - E3� EDGE OF PAVEMENT - SIGN p` , ~` 462 SIGN TEL. VAULT _` ■ xr--so--�n--ao---so�--an--ao--=�o--ic--s�---ao--ac-so=so-ao--sc------aor--ao Aso---m--so---so- =so so--- --- -� sc-= _ T(UG) -- MG) T(UG) T(UG) T(UG) T(W) --- T(UG) -•---- T(UG) - T(UG) -- T(UG) ----- T(UG) -- T(UG) - --- T(Ut°,) - T(UG) - T(UG) - T(UG) ",»-^•_ T(UG) TtW) (EIG) ' T(UG) - T(ttG) TWO - T(W) ■ ra - Fo FQ - Fa - P uc PSG} P(uGa-_ -Pf d°)- 3 'tom = �a E( rr� 4 uG) r g - ° --et4r# =-Fo eWG a = �_-Fa-�CtaRA "� eC�G) =" us1'Fa"-pN6° _-�a-- ?s = ro Fa = r�iu&1 ' Fs ) .•Pd'aPPb "F FS = rd - 4f -fis ) -ro- 't b =-�vPi ac) F6 . = m > ZC-.'.'.'.'.'FXs I P(uG} T__ED __F(ft m ro. Rio- FBtu�1 �' p� - FG o `°(07 PO P ° F - I c - I - FG _ _ Po e 3� 462 'A - � -G-G- --G G� a �,! C-C-• -- C^^^ G---G-G-G-G-G-=G-G-G-G---G-G-G-.G -- C^-� G-C-G-G� G-G - G=,G.-G-• 0-+!SG.---G-G-.G-G-G,^-G----G--�'0'G®T(UG)G-- CB RIM EL=462.25t � 4CB RIM EL=464.59' ---- 8 CMP CULV. LIGHT 12"DI E IE=459.95'\ / -_.- 464 - S IE=460.72' JBOX \ 462 CB RIM EL=463.40' 12"DI E 12"DI WEE=462.29' DO NOT ENTER SIGN SIGNAL 12 DI W IE=459.50 FIBER 460 Al2"DI E IE=459.45'-462.29 LIGHT BOX PED. CROSS/ JIBOT JBOX - `� \D 460} �12"ADS S IE=459.45' -- JBOX JBOX SIGNAL BOX - - -- 12"ADS CULV. EX' R/W N IE=459.21' SOUTH 320TH ST. - ROAD IMPROVEMENT PLAN SCALE: 1 "=20' c .� - I-A..L��. Te- i.I a 1 1-r-F"�'rL-e' 90 !' i 3 ,�wn�t.UJ f irL F d�n _-r- rGUY ANCHOR P{aw)om �- 1 -------------------- 478 -�--------=--_=="=- r i 0 i M4--------- ------- - 476 ---- -I ----------------------------- ---- - / 4 ------ �--s---------------_ -° ------ --- ■ - .01 --- -- 472---- _ ----- ------ --------------------------------- ------------ __ NEW C 1(- ' --- ---------------------- --- c.o._w�srDs.} =--_�.-- _-_-_-- ---r - E IG 0 ■ ----- EX. SIGyA� LE -'' _..uN.EW C-UR9�C'GUTTER LUMIN. TO BE RELOCATED - - _ _ - (PER':0:1 W: SIDS.) - B REL X. a N�ht s k__4c "P..' €X. 'FibER.. ER �.F� x ° d W EX. -MISC. FO - \ - ---_ VERT PIPE j0 1to-t. P,-.'C5-CPEP`._. 1PE SD 0 0.50 j ---`' t i t w --- G ■ -- - --------- ------ __- SIDEWALK NEW 8' --GG-6.G1-2t 3! G ..iY- C (Pm_c.04_ W-w 2 j- __ - - - NEW 6'"J SCALE -STRIP _ _ _ _ - - - - - - PIP i SAWCUT LINE (FUL TB 1 c (n /' A 8+25.96, 14.09'LT N WI' ■ END NEW TURN LANE LINE 7/'' STp RIM LLJ ___ IE= Z 194 LF TOTAL LEFT TURN LANE IE= ' g+Op �_.... - - - - - - - - - - - 9+00 - - - _. .... _w w-W-Ww-w-w w-w ' 466 �� - SIGNAL BO � X ■ - - - - -- -sew sn pt�.) i i - 4 G---G-.._ G--G-'-�-�f-•--'G G�--G-G-/-+-G p -G G(-�---G-G-.0 C T(uG) T(UG) F ) - TWO -. T(uG)`' - TWO) - T(UG) TtUG) =� T(uG) Kam} .- -- T(UG T(UG) 4e6 p LIGHT I L UI YY It=40J..7U 12"ADS E IE=463.30' CB RIM EL=466.54' 12"DI W IE=464.24' 12-DI E IE=464.24' �NM -tROSSWAkl< (PER C.O.F.W. STDS.) ELOCATED FIRE HYDRANT NEW ADA CURB RAMP /W S MIN: TO � -',PER CA..._ _SIDS.) SOUTH 320TH ST. - ROAD IMPROVEMENT PLAN SCALE: 1 "=20' POWER VAULT G� i fU W/RIP 9 =CTION i RACK w-w-ENwD- ROAD IMPROVEMENTS -SD-0 4.2d- - - E E- - G- G- G- - NEW�OS%{PER w-w_W - C.O.F.W. STDS.) S. 320TH, STREET 1 1 +Q0 _ - �" (TYPE_ A STREET) 12+00 _ _ - _ /G SIGNAL POLE W/ LUMIN. & PED BOX I PERMIT NO. 18-105640-CO C 0 m X O U_ 1 1 1 cc 0- F 0 t 1 • • 1W CC CID 0 1 � 1 < W w • 1 . • 1 • i K. 8 � of WASs � > P 5672 �ISTE�� 0NA L 03/06, G � a 0 v Q Z fi} Z Q ¢ �i LO Y O V E >C u w C � d 0 = O Q ,c 3 Mi W 05 :I✓ < Q _0 del N C I Q0 i °' j oN m O Lp +-; N N ui o in U 0() c iv m (VI) r� o z � t o 0 APPROVED o N CD _o U DATE iZ 7=110=101ll ��e��o�� 510 U. � 1 1 1 1 1 1 Know what's below. Call before you dig. CB RIM EL=465.26' 12"ADS E IE=461.36' 12"ADS S IE=461.31' -� CB INLET RIM EL=465.11' 12°ADS W IE=461.76' m ml SIGNALBOX CB RIM EL=466.54'- 12"DI W IE=464.24' 12"DI E IE=464.24' NEW ADA CURB RAMP ---' (PER C.O.F.W. STDS.) LIGHT JBOX NEW CROSSWALi 32ND AVE SOUTH ROAD IMPROVEMENT PLAN SCALE: 1 "=20' lrtK u.u.rx. aiva) EX. 30' ROW FOR 32ND AVE S. a EX. WEST�PROPERTY LINE OF EASTEY PROPERTY � �4 \ rJ " Oy n 32ND AVE SOUTH ROAD IMPROVEMENT PLAN SCALE: 1 "=20' O.Fx STDS.) F�4116 M8f ITO RIM=483.25 IE=479.25 (12" N) EX. PAPE EAST PROPERTY LINE STA �S+15.40, 5.50'RT, END\ BOLLARD - ASPHALT ROAD TAPER �� (TYPICAL) f 4- 1\ �f . --, G 9 .Tv 1♦ 1 , L 17U LAnL. LPN9L, CURB & GUTTER, BEGIN ASPHALT ROAD & LANE LINE TAPER i ------- i ----- ------ ----------- ----------------- ACV 478------- -- -------------i--- ----- ----- ---- — — — ■ U o. A,> ' WA A / CPEP PIPE 0 1.38% NEW CU B"UTTER W W H #4 u ^� a' 28+ 00 low-j CB #R10TYPE 1 _ Q �Iil/S�TAWAD RD GRATE U -w-w-w-w-w-w-w w--w-w-w-w-w-w-w-w-w-w-vr-STk:&284-20.OT,-2t.67'--L1-[ RIM=480.88 ■ IE=476.90 (12" N) 1 IE=476.90 (12" S) ■ 1 1 1 1 PERMIT NO. 18-105640-CO DATE Q >- Z C .2 Q W m Q E— W J Z W W 1 °�>ozm M 1 (� LL F- : T a W > O mL o a c� Z QY U z N cl W �] g m W o N a- M �+ a- .- 6 Z • i i i i • 1 <! W m IL. 0 i Lo \�. 4(. 8q4 0� WAS i �o ' 5672 p �2 �F �/STEM `ice \ 1�NA L E� 03 v N C Q N S '- U Q d N" © (D m > \ C Y O a = CL � c L U � •� � s c) R � .0 W O Q 00 L m O Lr) +-r N N tm U 0° V, L. m E CO Z � � t .a 0 N 0 m Mi N o 0 �N+ � V \ 0 00 0 N �L v v C Know what's below. Call before you dig. -------------- 1 L------------ - - - 9 W W, 198LF1/2" PPII �1 295 LF 8" PVCS W, U) ( �0 29+00 tx w� — J E —x--x !— J U C��11 TYPE 1 W/RTANIDARrft RIM=471.58 IE=467.58 (12" N) IE=467.58 (12" S) b AU5 CULV. N IE=467.10' RIM=46`6:3-2 464 ".•-. "- 460 IE=460.86 (12" S) U) __ ss 8"ADS CULV. GAS S IE=465.93' MP o 32ND AVE SOUTH ROAD IMPROVEMENT PLAN SCALE: 1 "=20' 8' CONCRETE 6' LANDSCAPE 0 di t LANt 11- 1 HKU LANt 12' DEDICATED 11- I HKU LANE 0 tflKL LML 6' LANDSCAPE 8' CONCRETE WALK PLANTER LEFT TURN LANE r- NEW ASPHALT ROAD PLANTER WALK PROPOSED TYPE W ROAD SECTION - 32ND AVE SOUTH SCALE: NTS J V O N M cn R i 8' CONCRETE 6' LANDSCAPE 14' RIGHT TURN .11' THRU LANE 12' THRU LANE 12- LLr 1 11' THRU LANE 11' THRU LANE ' RIGHT TURN WALK PLANTER LANE •u-Iu Annt u1 nnAn TURN LANE LANE PROPOSED TYPE 'A' ROAD SECTION - SOUTH 320TH STREET SCALE: NTS 3 W I l a 12"ADS CUL NE IE=455.74' CR #R13 TYPE 1 LT IE=455.00 (12" i W) IE=455.00 (12"I S) SDMH R M EL=4�6.92' 15"ADS N IE=4 72' 15"ADS I SE IE=44$4 72' POWER I POLE �l cis 2" FND s 1 1/2" ESIE 15 ADS CULV. /DOWN W// PUNCH IN 4X4S IE=448.31' 0.52' W/ 9' LID (NOVEMBER 2019) SDMH RIM /EL=456.72 12"ADS N E=448.62' —SD 12 ADS E IE=448.72' S. HYDRANT l PERMIT NO. 18-105640—CO c ZQ 0- W Q W U- 0- W W Lr 3:: 0z L 0- W a: a- W 0 mL � a a Q � Z QY t� Z N 0 a: W se m co W N , r� a r Z L C • • J i 1 0 P LLI i♦ 1 . i K. 8 � QF WASs � p 5672 p �� G1STER� /pNA L �N 03 v v (n C h ; Z a m � 2 Q c Y U G m Q CL -v 0 Y. C : •75 U W � N M J `S O m m > O Q 00 Q cn N C N I `r Z W L0 oN m O Ln 4-+ N N c: Ln 0 N � m U OC) 1.0 / Z 00 A T a o CO O CN APPROVED o O t N N o N U CD i DATE % R 14,- 8„ QUARRY -. SPALLS IF A ROADSIDE DITCH IS PROVIDE FULL WIDTH OF PRESENT, INSTALL GEOTEXTILE /►" INGRESSfEGRES.S AREA CULVERT 12" MIN _ PER KCRDCS THICKNESS NOTES: .PER KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS (KCRDCS), DRIVEWAYS SHALL BE PAVED TO EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. • DRAINS S OFF T - THAT RUNOFF N O HE PAD: IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO T SECTION O_ t Iu MEASURES 111L1.2.6r 'PIMPC RARY AND PERMAN EW SEEDING Code: SE Sabot S purpose Seeding is' itartended to reduot erosion by sialailizig exposed soils. A -swell-established vegetative cover 'is Jane c Ettre most effective methods ofreduci tg erosion. Conditions of use 1. Seeding shall b - used throughout a project on diisturbed areas the have reached -grasde or that will renwin unwc red for snore than 30 days, 2. Vegetalion-fined Amwels shall be seeded. Channels that will be vegetated should be installed; before major earthworle and hydroseeded or covered with a .Brnded Finer Matrix (11 M). 3. Retention/detention ponds shall be seeded as required. 4. At the Cr>uret r'9 : seretid!a Reed Jag Without cmtleh.dariing the eery season is allowed even though it will.iake more than seven days to develop an effective cover. Mulch is, however, recommended at al times.because- 'it prota&M sioeds ftro heat, ttoiO Ire loss, and transport due to ritnoti 5. At -the begirinin of the vet seatoo,. all diaurbed areas shall be reviewed to identify which'ones can be seeded in preparation fcrr the winter rains (see Section D.2.4.2). Disturbed areas shall be seeded within week of the begitrnilag of the wet seaison. A sketch`_map €if thrsse areas to seeded ; those areas to remain uncovered shall be subtra ted to the DREWinspector, The DPER inspector may require seeding of additional Areas in order to protect surface raters, 4acent properties-, or drainage fhtilitie 6. At finial site stabilizatio% all disturbed areas not other ir..c vegetated or stabilized shall be seeded and mulched (see Section 13.2°4.5). Design and instaltatiorl Spteifications 1. The best time to seed is April t thr€tugh June 0 and. c�nabetr l tbrough Odtober l5. Areas inay-be seeded. between .fitly l and August3l, but irrigation y be rec it * order to grow adequater,cpver. Areas may also he seeded during the winter months, lrut it nay take several months to..develop a dense ground -cover due to cold: temperatures The application and maintenance of mulch. is eritical for winter needing. 2_ To prevent seed from being washed away, confirm that an required <surface water control measures have been installed. 3, The seedbed should be rinn butridt compacted b cause sails that are. well conipacted will not vegoate as gtricl ly or thoroughly. Slopes steeper than 3 H:1 V shall be surface -roughened.. Roughening can be accomplished in a variety ofwa s, butt the typical method is track walking, .or driving to crawling tractorup'and down the slopeleavingvleatmi iptints parallel to the slope contours. 4. In general. l tI-20-ZO ' -P-I (ttitrttget-lshosphcarus-potassium) fertilhern or be used at a rate of 00 pounds per acre. Slow -release fertilizers are preferred because they are more efficient and have. fewer environmental itr tits. It is recommended that areas being tided for final landscaping conduct sail tests to determine the exact type and quantity of f0tiliter needed, It,This'svill prevent the over application of fertilizer.. Disturbed areas Within 20.0 feet of water bodies an vvWands rnarstus-q alowT release low -phosphorus fertilizer (typical proportions 3-1-2 N-P-I 5. The following requirements apply to mulching; a) Mulch is,always required for s+eeding slopes greater than 31-1: IV (see Section D.2.1.2.2 ). b) If seeding sing the wet season, mulch is required. c) The use of mulch may be required during the dry season at the Coimty's discretion if grass growth is expected to be slow. the soils are highly erodible due to soil type or gradient, there is a water body close to the disturbed area, or significant precipitation (see Section D-2.4.21 is. anticipated before the grass will provide effective cover:' d): Mulch may be applied tart top ofthe seer, or -simultaneously by hydroseedtng. fi. llydr'6sced111«Itg is allowed' as long to j•Ce-r is iticlud6d. Uydroseedirt With, wood fiber mYiuleh is adequate during4he dry.season. During themet season the; application rate shall be, doubled because: the:mukb and taddiier used its hydrosee Sing break down fairy rapidly. It may be necessary in some aplalimcati nY s to includeaw with.thtwood fiber, but this can be detri tzented to germination. 7. Areas tobe-permanentlyjindsoapred shall use soil amendments. Good quality topsoil shall be tilled into the top six inches to ducathe need for fertilizer and improve the overall. soil quality, Most native soils witl require the addition of four inches of well -rotted compost to be tilled into the soil to provide a goodgpaiity topsoil,. Compost used should meet specifications provided in Reference l I-C crfthe 8. Then d`oi%erlisted . include -- : seti€lii blow t� de reGfc�mtrl�txle�l tnlxes for ba!til tptrlptary seed permanent g These r " tires, witli:t *.-exception of the wetland, shill appierl at a ra:of 12Ct pounds 1�0 ae This rate nay be reduced if soil amendments orslow4clene fertilizers are used, Local suppliers should be consulted frrr their recorrimcridations because tiro ap�tropriate mix depends on a variety of factors, including exposure, soil type, slopes and expected foot traffic: Alternative seed mixes approv4tiylbe County that' be used. .S.G BLOCK AND G � s 3 CURB INLET PROTECTION 9' .. .'�a••.,.Sr Tic- %., .,.. n�: .�,;..:'. . ;zT,.�r..,., *a•..�. a� �...�?, `` <<azo .y c.�.r - BACK OF SIDEWALK A CATCH BASIN COVER . ------ .._... 4 2x4 WdOD STUD f CURB INLET t r CURB FACE ._ f f I E - I (' s_ rY 3t4" DRAIN L - GRAVEL (20 mm) A ` - CONCRETE BLOCKS WIRE SCREEN OR -' FILTER FABRIC PLAN VIEW NTS 3/4" DRAIN GRAVEL (20 mm) - CATCH BASIN COVER POND HEIGHT OVERFLOW-v_x WATEREJ CURB INLET( WIRE SCREEN OR FILTER FABRIC ; 'i n 2x4 WOOD STUD (100X50 TIMBER STUD) i CATCH BASIN SECTION A_ A NTS NOTES: 1. USE BLOCK AND GRAVEL TYPE SEDIMENT BARRIER WHEN CURB INLET IS LOCATED IN GENTLY SLOPING SEGMENT, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF: 2: BARRIER SHALL ALLOW FOR OVERFLOW FROM SEVERE STORM EVENT. 3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM' EVENT. SEDIMENT ARID GRAVEL. MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. BLOCK AND GP.AVEL CURB INLET PROTECTION NTS TESC NOTES AND DETAILVq,.,,j SILT FENCE FLOW 100% COMPACTION. ' EACH SIDE t (lir y 1 I I w �� TCHENT ATAMAI; _ _ __. . _DETLS _.. _ .r. A4 rn, �•r 1. GATHER FABRIC AT POSTS, IF NEEDED. 2. UTILISE THREE TIES PER POST, ALL r-' WITHIN TOP V' OF FABRIC. NOTES- ; 3. POSITION EACH TIE DIAGONALLY, - PUNCTURING HOLES VERTICALLY A `l. POST SPACING: T MAX: ON OPEN RUNS MINIMUM OF V APART. 4' MAX. ON POOLING AREAS. 4. HANG EACH TIE ON A POST NIPPLE AND 2. POST DEPTH: AS MUCH BELOW GROUND I TIGHTEN SECURELY. USE CABLE TIES AS FABRIC ABOVE GROUND. (50 LBS) OF SOFT WIRE. 3. PONDING!HEIGHT MAX. 24" ATTACH FABRIC TO UPSTREAM SIDE OF POST: 4. DRIVE OVER EACH SIDE OF SILT FENCE 2'TO 4 TIMES WITH DEVICE EXERTING 60 P.S.I.OR GREATER. 5. NO MORE THAN 24" OF A 36" FABRIC IS ALLOWED ABOVE GROUND. r - ROLL OF SILT FENCE i 6. VIBRATORY PLOW IS NOT ACCEPTABLE BECAUSE OF HORIZONTAL COMPACTION; - PLOW c _- - OPERATION HORIZONTAL CHISEL POINT _ /�i' ji`�� t✓ ?i''r`1� (76 mm WIDTH) , {t,. f{ SILT FENCE INSTALLATION BY SLICING METHOD NTS FIGTJ L Dt2 15 E,..FILTER FABRIC '"T ON STANDARD STRENG TH FILTER FABRIC CATCH BASIN FABRIC ABOVE i` GROUND 200-300mm GRATE STANDARD STRENG TH FILTER FABRIC CATCH BASIN FABRIC ABOVE i` GROUND 200-300mm GRATE 7- NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE 4 r� TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. �. �,•, Tfi• �v •`A ej; v, •ry AT O E RT - CATCH BASIN -- GRATE NOTE: THIS DETAIL IS ONLY SOLID - OVERFLOW SCHEMATIC, ANY INSERT IS WALLS i ALLOWED THAT HAS: • A MIN. 0.5 C.F. OF STORAGE; FILTER l r% • THE MEANS TO DEWATER THE MEDIA FOR `�,. STORED SEDIMENT DEWATERING �I _ h •AN OVERFLOW, AND I ;; • CAN BE EASILY MAINTAINED. POROUS BOTTOM I f +i SHEETS OF PLYWWOOD 4'x8'xl/2" EXTERIOR PLYWOOD OR EQUIVALENT ... II �.............. . BASIN BOTTOM ELEVATION OF 8' CENTERS 4 IN. SO. OR 5 IN. ROUND MIN. SET AT LEAST 3 FT. INTO GROUND SILT BAFFLE FENCE DETAIL NOT TO SCALE ELEVATION OF RISER CREST iD DEPTH OF WATER IN BASIN WHEN FULL I-III-TI!'' TEMPORARY W" DITCH NOT TO SCALE to 3' SCALE - FLOWLINE 070 - 5% 150 _-_ 5% - 10% 100' 3' ROCK CHECK DAM 0.5' MIN. KEY ROCK INTO SWALE 0.25' (MIN.) SWALE X-SECTM AT RDac CHIRac DAM 5' SUMP BEHIND ROCK CHECK DAM 1 0' MIN. I I SHALL BE INSPECTED DAILY, AND CLEANED WHEN COLLECTED DEBRIS EXCEEDS 1/2 OF ITS DEPTH FLOW o L KEY ROCK INTO SWALE MIN. 0.25' NOTE: ROCK SHALL BE 4" MINUS i QUARRY ROCK. O ROCK DAM X-SECTION ROCK CHECK DAM DETAILS NOT TO SCALE li-= - JOINTS IN FILTER FABRIC SHALL BE SPLICED f' AT POSTS. USE STAPLES, WIRE RINGS OR I EQUIVALENT TO ATTACH FABRIC TO POSTS. r 2"X2" BY 14 Ga. WIRE OR-, EQUIVALENT, IF STANDARD r STRENGTH FABRIC USED 7 f' j FILTER FABRIC �.,.s.,:... P-- -rr- � -"i' , i -- - -- - yr•-..- i ! I «* 6' MAX. MINIMUM 4"x4" TRENCH -' I POST SPACING MAY BE t fNCREASED TO 8' IF i _ BACKFiLL TRENCH WITH NATIVE SOIL t_< WIRE BACKING IS USED OR 314" TO 1-112" WASHED GRAVEL NE)7E; FILTER FABRIC FENCES 2"x4" WOOD POSTS, STEEL FENCE SHALL BE INSTALLED ALONG POSTS, REBAR, OR EQUIVALENT CONTOURS WHENEVER POSSIBLE 1Q' MAX, RUNOFF - T -_4 s { z ,._.CURB- FACE TOE INI SHMIN + IN MIt+Iil+ UM,4 X4" \ ti TFi,EN r= i SPILLWAY RUNOFF �„ _.- �, -GUTTERS DRAIN GRATE: NOTES: t I. PLACE CURB -TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, R WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC ARE FILLED WITH GRAVEL FILLED SANDBAGS GRAVEL, LAYERED AND PACKED TIGHTLY. - STACKED TIGHTLY 3. LEAVE A ONE -SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT PLAN VIEW AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. NTS TO WEIGHTPL'ASTIC SEAMS BETYVEEF�t 0HEE `S MUST OVERLAP A MINltvt U OF 12" AND BE WEIGHTED l3tQThBCF`4 DATE CD J o Q.2 a W J G Z � m Q Ld W U m d O. ` a ZY Q v m g m LW F_ CO ;� � M o to ArI P Q O U Q Z r CD a: W t Cr OCIL W T.. 0 a- QWw W a. C� p a- 8 0. 0 0 LL Y • Bq �� fl�WAS CID z �o q 5672 p �Q / S /pNA L m z c O 0O z > Q Q PI a 0 c Q o. U Q m 0 v o V � d N •� t W O Q < tV Q0 +A JA A� L a I` C LO 4-7 N tMQ W O U 06 a) r V N m T E C'7 z 00 N s O N J n x0 n �i N N m 3 a� a I N i c c CD iu c 0) c w i X) Z N D D D N L SpodartPlan. Now Rm 07-2017 pav i alI F NIEGRATE ` NOTE;: 1, CATCH BASINS SHALL BE CONSTRUCTED 44 ACCORDANCE WITH ASTM C4�8 (AA$JJTD M 199) & C6001 UNILESt O'#`HMMIBE-- HOWN ON PLATES OR -"NOTED IN THE WSL?OT`flsPWA STANDARD SPECIFICATIONS. 2, AS AN AC 01ABLE ALT9001 TO RED, WELDED YOK :.- FABRIC HA`4iING A WIN, AREA Or 0,12 SOVARE INCHES PER FOOT MAY BE USED. WELDED 'WIRE FABP,IC SHALL COMPLY T ASTM A07 (AASW,0 M '�21). WIRE FABRI SHALL -NOT BE PLACED tN KNOCKOUTS. �. AtLL REIt 17 ED EAST -IN -PLACE CONCRETE SHALL BE S e- . RISER 3EMN t LpSS 4 4. PRECAST BASES SHALL BE FURWW-; WITH _CUTOUTS OR KNt�K KNOCKOUTS SHALL HAMS A WALL THICKNESS' OF f�INf ALL P;PE SHALL 8EJN$jALELIN FACTORY LIEtI OCKCUTS. UNUSED,KNOCOJTS NEED NOT ASS F WALL IS LEFT INTACT, 5. !CN"OCICZ aT'O'R CUTOUT HOLE SIZE IS EQUAL To Fq.+E OUTER " DIAM. PLUS CATCH BASIN WALL THICKNESS, 6r ROuNo KNOcxom MAY BE ON ALL 4 Stom, YWTHI mAx- o" DIAM. OFLLKNOCKOUTS MAY BE EITHER ROUND OR l" SHAPE. 7. THE MAX: DEPTH FROM THE FINISHED GRADE TO THE g T2" p Rim S,PMVN PIPE INVERT IS 5.-0". •' t F. THE T+ ON THE 5IE}I 'OF THE PR -AST RASE SE, N AND RISER SECTION SHALL NOT 'VCEEp 1/2'/Fr. 2 �3 N4317PS 9. CATCH BASIN FRAME AND ORATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRE40H A*' REQUIREMENTS OF FEDERAL $PECtFI ATICITI RR MATD+IG SLIPPAGES SMALL BE FINISI-W TO ASSURE NOW-W FIT WITH Aw covm PI3SITICM". 10, FRAMI< AND GRATE MAY BE I ALL s WITH FLANiX :DO" t CR CAST 44to RISER. 11. EDGE OF AISER OR BRICK SHALL 1 T BE MORE TH M 2" FROM E VERTICAL EDGE OF CATCHY BASIN WitL f3 WR MH L#IRWR . I 10, PR.EMRAW MCTION ;iYHC WONT�� i FZSC#t r �+ ' E • #3 aw MH my r CAPt! Pusuc WORKS CATCH BASIN, TYPE 1 i 0 63 t in -aim L 1 7D —, 19F _3D & MkTE TDP' tmrNNOFA�L652 A6Ad8TI{Et4T . r +�,. v.i }. *s 24• uvw. H 5d oR /WITH f� wx ��+y�� CCU .�{��. Q_EA'� 1 SET; R]TR'Y. NO. 4-4. WOPIAR Fi�L — 57 MIK r-IN-aua� Y M_ T' I 48" am- 6' 54• am'- r sD• QW.- a 7; am.- V 9tI. OIAY.-13`�; e$eee�eneos � 3*RME CAST IN Fb%CE kSE OR SEPARATE wwer BASE. 1 (FOR SEPA ANE BASES ONLY) IN EACH OMIXMN FOR 4e DATA. IN EACH DIRECTI(SN FOR S-' Mu. IN EAI3t DINUMH FOR 60' DKM. IN FAW OWN FOR 72' MML IN EACH =N FQR 96- DAu $„ 6" MIN 6" R /6 a CO d - e d " p a 6 �j\\�j� (ON —SITE ONLY) ASPH&T EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE 6" MIN. ETHA FOAM 220 NEW UTILITY :p PIPE (ON —SITE ONLY) MINIMUM CLEARANCE DETAIL NOT TO SCALE z O O °moo ° ° ° FILL OR NATIVE SOIL 0 0 1" DRAIN ROCK MIRAFI 140N OR EQUAL FABRIC 4" PERFORATED PVC FOOTING DRAIN FOOTING DRAIN DETAIL NOT TO SCALE NOTES: CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDAt+M WITH ASTM C478 (/ $M, W199) AND ASTM C890 UNLESS OTHERWISE SHOWN ON PLANS OR N07M IN THE WSWT/AcPWA STANDARD SPECIFICATIONS. 2. H+YJOHOLDS, IN A00.1611A1EN- SECfT'If SHALL HAVE 3" MIN. CLEARANCE. STEPS IN. CATCH SHALL. 4r bHN. CLEARANCE. - SEE DWC. No. 2-Oft -CATCH BASIN vm_LS. HAN $NBALL. BE QED MIfi IN ALTERNATGRADE. R1h1i3�S OR, LEVEUNt"u BRICK VIRSE VWT, A MIN. OF ONE HANOftO 0ETiVEVN THE LW STEP- AND TOP OF THE MANHOLE 3 ALL.REINFORCED EIFJFORCED CAST- idyl-F'LAA4 £ CONCRETE SHALT. BE CLASS 4, PRECAST CONEREfE SRAL,L BE CLASS , 4- P'RECJEST BASES Sfi kI BE FURNISHED, WITH I=:iITOUTS OR >(1+1CM LOUTS. KNOCKOUTS SHALL HAVE WALL TM--KRESS € F 2* MIII uNU - KNOCKOUTS NEED NOT BE CFROUTED WALL: IS LEFT INTACT-"PI.FES SHALL BE INSTALLM ONLY IN F'AMOW KNOCKOUTS UNLESS OTHERWISE APPROWD BY THE EN(�NESR. KN0C1 M OR CUTOUT HOLE SIZE, SIIA L. EQUAL PIPE OUTER OUk1i_ PLUS CATCH! BASIN WALL THICKNESS, MAX. HOLE: SIZE SHALL BE 36" FOR 40• CATCH BASIN, 42' POP, 54" C.B., 48" FAIR 60' C,B.. 60' FOR 7 g C.B., 84` FOR 96 CA. MIN; 04STANCE BETWEEN HOLES SMALL BE 8' POR 0", 54 AND 60" C.B.; 12 FOR 72r AND 96" C.B. 4, C:, BkVN FRAMES A►I£i ORATES OP COVERS SIKLL. BE IN _- ACGORQ WITH SECla5 OF K.C.R.S. ANID MEET THE STRENGTH - AtQUIR01ENTS OF FtDOW SPECIFICATION RR-F-621 CI, _ MATING SURFACES -SFI41 8E FMHED 10 ASSURE NON -ROCKING FIT wIIiI Aw Coven POSITION, 7. ALL BASE RMNF_ RCING STEEL , 514ALL HAVE A 114- Y1E D STRENGTH OF 80.OW I AND -€3I PLACED IN THE UPPER HALT` PRECAST EASE A � RIB: OF THE BASE MITI! 7" ilml CLtA1f- t$ VIN. SOIL I:-, VAd UE SQL EQUAL 3,300 POUNDS PER i`m4" tvi+ t8'; 53', Tic 6R' Owi; SQUARE FOOT. FOR 72• A ae' Sq POR DETAILS SHCWIINO' LAID; 5`T PS.-HANDANLS' AND TOP SLABS. SEE DWG NO: 4-4, 1€1 EE T w$DOT/APWA APD.SP€CIFICATIONS SEC tWA'EL SA004L FOR FOUNDATIONS; - = FOR JOINT RE E3c(TS. fwwowo i�lSi` MA'?low DEPTH EdONLY. STEEL (FOR pm ow mu 4 HIE€ RIB "NJ 0.15;$Q. K,4, T. IN EACH Olf lrtMt FOR :48• Df� , Q.1$ t IPL(FT- N EA.^.H Oi CItOH' FOR 84• 0". ff4 Ft. N E" Of EACHN FOR ` I}FW. WG C� WORXS CATCH BASIN TYPE 2 48", 54", 60 172 1 8F' MIN) D 4-3 NO. PAVEMENT WIDTH 12 1 2" 5 1 2" 1" R 1/2" R .a . d 1 /4" R 4 Gd .a CQ .4 e d o 18" (ON —SITE ONLY) CURB AND GUTTER DETAIL NOT TO SCALE PLACE ROCK 1' ABOVE CROWN VMIN. DISCHARGE t _ PIPE FILTER FABRIC L ROCK THICKNESS=1' MIN. LINER UNDER ROCK PAD WIDTH = PIPE DIAMETER + 6' PAD LENGTH = 8' OR 4 x PIPE DIAMETER RIP RAP SHALL BE QUARRY SPALLS WITH FOLLOWING GRADATION: PASSING 8" SQUARE SIEVE = 100% PASSING 3" SQUARE SIEVE = 40%-60% MAX. PASSING -Y" SQUARE SIEVE = 0%-10% MAX. RIP RAP PAD DETAIL NOT TO SCALE NOTE: THE TRASH RACK SHOWN IS FOR ROUND PIPE. TRASH RACKS FOR ARCH PIPE ARE TO BE CONSTRUCTED OF SIMILAR MATERIAL AND CONFIGURATION. MAX. 3" SPACING 0.25%2"x5"� STRIPS 0.75" 0 FRAMES 0.5" GALVANIZED OR NON -CORROSIVE BOLTS & NUTS 0.75" 0 ENDS TO BE WELDED TO 0.75 0 FRAME DEBRIS BARRIER NOT TO SCALE END VIEW VIEW "A" / I ANCHOR STRIP (TYP.) 0.75" 0 FRAME 4 EACH,K 2"x5" STRIPS WELD TO 0.75" 0 FRAME SPACE UNIFORMLY. PIPE 45" FLOW SIDE VIEW I PERMIT NO. 18-105640—CO 2 co o: w 0- co L Y a o a a[ v Y U 0 CID C) a T-4 0 0 `i zQ! W cf) it W cc c W oc OIL O.w QwW W 0.m O CL 8 0. V L0 tf) cr) .AL tL K. 8144 W A s i �o q 5672 G/STE0p 1 NA L E� ° Z _ N _ 3 O rt'' Q QjNN m in Q C Y > 8 v � m • C C V � to L •� of V) � W C O acc)N 3 •C i I N L c r r c c c APPROVED z' W o c N � < DATE 3 CONSTRUCTION NOTES AND DETAILS Cvi4N LiT1#1 4fRS Of , R8 ANI) 1_DEW E W1 "'W ED1 CURB MD GUTTER SIDEWALK RAW PL* EXPANSION JOINT A 2 =ILQU A=A REV. JAN 2013 - --------- Iy r) 1. SteEms. 3-3 FOR MW R. MEM '2. ROLL GUTTER 70 MATCR POSM1MIERELEMMN. To BE USM 1 i ld 0FROVED UY "tilt PUBLe t9mS ilEP1'; --�low, mom",' , CURB DETAILS VARIES 63 PLANTAR .STRIP 4' CONC. 2% " CRUSHE0 SWACINa TAPCQUIME .i E NOTES: , CURB DETAILS VARIES 63 PLANTAR .STRIP 4' CONC. 2% " CRUSHE0 SWACINa TAPCQUIME .i E NOTES: 1. FOR JOINTS AND SCORING, SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING., Ex, PAN ION JOINTS, AND SCORIE. MARKS. 2. SEE DETAILS —s. 3— A, c 3-7 FOR MINIMUM DEPTH OF CONCRETE THROUGH DRIVEWAY SECTIONS. 3. WHEN CHEO EI) WITH A FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE 'THAN 1 /8 INCH AND ALIGI MEI T SHALL NOS VARY MORE THAN 1 /h INCH. 4. CONCRETE SHALL BE CLASS 3000, WSDOT SPEC. 8-14. RLN. MAR 2011 DWG. N0 =4 Pusbc i 3-12 Q J J w Q c a W z Q W u_ W m a: 3:: 0 z z LLJ a z O cr 0 Y � o a a z Z LU Q 0_ N (o o M �+ a. Z w. 1� z <!R zCO �— W C!) LL w cr. cc 0 R u T 0 (L < W w W a. _ � a— 0 w = I. 0. 0 0 sL LL Y' 8,44 �Fy OQ AI 0� WAS i cn -' z �QNA L = v_ _ I� of C 3 Y 0 8 o cCL V E 0 w G' toil � 4) T., C ._ :3 O p>, vi V) W c > 0 Q 00 N •� �d1N 00 O = Ln to --+ N a N to to O V N 1 0° to PERMIT NO. 18-105640—CO c i z 0 o APPROVED ° 0 0 C11 o DATE KOA 0 ''1" 1 EX. 65' TANSMISSION LINE EASEMENT NEW JERSEY BARRIER SURROUNDING EX. 100' TANSMISSION LINE EASEMENT EX. TRANSMISSION TOWERS 10'T 486.64 EX. EX. GRADE ® SECTION 35.6' 10' 487.45 EX. 53.37' 10' -- -- -------------- - - - - -- 486.70 EX. 483.15 483.50 NEW ASPHALT NEW GRADE NEW ASPHALT PAVEMENT 0 SECTION PAVEMENT 482.30 EX. TRANSMISSION TOWER AREA TO REMAIN UNDISTURBED ..Q® RWND SOUD COVER MA1RXED `DRAIN' WITH LOCKING BOLTS. '^ LADDER OR, SfEIS OFFSET. SEE N TE I;~ FRM4E e <: COVER ELEV- PER PLAN, OVERMOW ELF v' PFi.OAD DETENTIE & OIL SEPARATION PER PLANS STV>S OR LADDER, SEE Rum 10. a PEE SLIPPti;RT_(I)?): 3' x "EAddWT CATE: SMEAR GATE- NLET PPE � OUTLETT OR PIPES mm mm PER PLAN NOTES. PIPE SIZES AND SLOPES: PEP, PLANS: . OUTLET. CAPACITY: NOT LESS THAN COMBINED INLETS. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL 8E CONSTRUCTED IN ACCORDANCE WITH THE REOUIREM NTS FOR PATCH BASIN T0E 2, " MIN. M. 4. PIPE $0PPI S Ait+il~i RESTRICTOR/5- VARATOIZ SRALL Be OF SAME MATERIAL, ANDL BE ANCHORED AT 3' MAX, 'SPACING BY 5 ' DID. ,STAINLESS STEEL E7�Pd�, moNL BOLTS OAR EMX&O IN ',BALL; 5_ THE R1oSTTtrGTiTRISEPARATOR SHALL BE FABRICTED FROM .m ALUMINUM, OR .I ¢"` ALUMINIZED STEEL., OR .064" GALVANIZED STEM_ PIPE; IN ACCORDANCE WITH AASHTO M 36, M 190, M 107 AND M 274. qNYANI�ED STEEL SHALL HAVE TREATMENT 1 6- OUTLE SHA L BE CONNECTED TO CULVERT" OR SEWER PIPE WITH: A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE:, OR GROUTED INTO THE BELL. OF CONCRETE PIPE. 7. THE VERTIM RI' ER 'S EM OF THE REST OTOI'/SEPARATOR SHALL BE THE SASE DIAM. AS THE HCSFYI�ONTAL OUTLET PIPE, W TH AN 8 MIN"DIAM. 8. FRAME AND LADDER CAR 'STEPS OFFSET '50 THATt A. CLEANOUTGATE IS VISIBLE FROIA TOP BF CLIMB 0OfWN SPACE IS CLEAR OF RISER ANDCLOUT ATE. C, FRAME IS CLEAR OF CURB.. 9, IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE, OUTLET PIPE TO HAVE SMWTH 0.0, EQUAL TO CONCRETE RIPE I.D. LESS 1 f4 10. MULTI-ORIFICE,w-OrRIf=IC1 ELBOWS MAY BE LOCATED AS'SP, HOWN O ALL (* € NE SIDE OF RISER TO ASSURE LADDERr CLEARANCE . 11- ORIFICE MUST RE IN TED PRIOR TO INSTALLATION ELM J REV APR MI PU8LIG FLOW RESTRICTOR I OIL POLLUTION DWG. NO. FeftMFJVft WORKSCONTROL 4= � STRUCTURE, E•I::m-1,41a 39.73' EX. 100' TANSMISSION LINE EASEMENT 10' ------------------- 485.09 EX. ..,........ I.:.;�. 480.80 NEW ASPHALT PAVEMENT EX. TRANSMISSION TOWER AREA TO REMAIN UNDISTURBED PROPOSED SECTION a EX. TRANSMISSION TOWERS SCALE: 1 "=10' H. 1 "=10' V. NEW JERSEY BARRIER SURROUNDING EX. TRANSMISSION TOWERS SOEWALK PI.ANVISIG STRIP, IF ANY. SEE CURB DETAIL Dfr IIANG 3-4 EX. 40' CONSTRUCTION EASEMENT A ,IOIN7 ( SA,,WCUT DINE FOR NEW OR REPLACEMENT DRNEWAYS IN WHT—OF—WAY DINE EXISTING CURB/GUTTER SECTIONS, MA'10H SIDEWALK 6" VARIES WIaTH VACIIS t NOTES: MA.X_ 1' COMMEROAL/INDUSTRAL DRIVEWAYS WIDER THAN 4-0k` MAY € BE APPROVED THE ENGINEER CONSIDERINGTRAFFiC SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL COMMERCI�#I.,� NDUSTRLAL DRIVEWAY SHALL HAVE AN "` F EXPANSION JOINT LOCATED MID -WIDTH, SEE KCRS SEC. 3.04. " NANCH EXON -12 DRNE111110 WOE 2.. SEE SEC. 3.2.13 AND CURB DETAIL DRAWING 3-4. 3 CEMENT CONCRETE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED WITH 4" :CRU SI; ACW TOP COURSE (CSTC) CEMCNT CONCRETE DRIVEWAY a" THKk* CEMENT CONCRETE CLASS 4000 WITH 4 TO I • AIR ENTRAINMENT. 4 FULL. DEPTH EXPANSION JOINT IF DRIVMAY WIDTH IS 15' OR GMTER. SECTION A --A • BASED ON TYK of EXKMO VEHICLE USE 5- LENGTH OF R' SMALL VARY AS NEEDED TO 'MEET ADA SLOPE REQUIREMENTS., REV. FE13RUA Y 2014 PUBM DWGNO. �F AW` WORKS COMMERCIAL CURB AND GUTTER SECTION DRIVEWAY 3-6A. EX. 20' OLYMPIC PIPELINE EASEMENT PERMIT NO. 18-105640-CO APPROVED DATE m ce w a m i Y o a a Y v m � m 0 N (o4, � n M o � Z Q O U . ct) W cl) 0) c W c oc O WW p LL[t% T- Q W W W a z 0- 8 to U) c� L O U— \�y K. 8 4 OF WAS i �0 9 5672 p �� 1 �pNA L EYl O Z O Z 5 cn _ c In S ai c►J C X p 6 O U � V L � : t CZ � W C � M C Q 05 � N I CV C4 r M Lr) a-+ N /two W 0 V � �C Lo ; r— 3_ ! t f E ` r 41 4V 4- o t v z D M n m d� f 400110 ix0ar,ii9fOI o ®EBI 39i d �dJ�lr 1��d1S �i381 D .J V . ,... . tt ea .-,-...."........"......".".". .". .... �d m`w.�vm...w. . a W I £ ." .•. T _ _ .-, -.. ". w - -. ..• .•, ..- '" ." ... _ .,. _ ,. m - - - - - - ... ..'13z..- F~ j _ o� n I I t r.r.ti .�r.� . ...... - - - - - ". m r f r aos`: I;y " mcu�rmm S. 320T H STREET 7-1 - .- 3tl j .. 'G�'�' � fit' )•' ��._�- "r � � � iF • . I � � , , _ is e.� A D� -U > tii� �� :. 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