The URL can be used to link to this page

18-101558I i I Northern Inc Consulting Engineers Environmental Scientists Geologists l Construction Materials Testing Geophysical Services GEOTECHNICAL ENGINEERING REPORT PROPOSED VALVOLINE INSTANT OIL CHANGE FACILITY PACIFIC HIGHWAY SOUTH FEDERAL WAY, WASHINGTON GNN PROJECT NO.217-830 MAY 2017 Prepared for ` CUSHMAN & WAKEFIELD 575 MARYVILLE CENTRE DRIVE, SUITE 600 ST. LOUIS, MO 63141 Prepared by _1 GN NORTHERN, INC. CONSULTING GEOTECHNICAL ENGINEERS YAKIMA, WASHINGTON (509) 248-9798 C;r Northern, Inc. At GNNorthern our mission is to serve our clients in the most efficient, cost effective way using the best resources and tools available while maintaining professionalism on every level. Our philosophy is to satisfy our clients through hard work, dedication and extraordinary efforts from all of our valued employees working as an extension of the design and construction team. MNorthern, Inc. May 12, 2017 Cushman & Wakefield 575 Maryville Centre Drive, Suite 600 St. Louis, MO 63141 Attention: Joe Decepida, Project Manager Subject: Report for Geotechnical Site Investigation Proposed Valvoline Instant Oil Change Facility Pacific Highway South, Federal Way, Washington GNN Project No. 217-830 Mr. Decepida, As requested, GN Northern (GNN) has completed a geotechnical site investigation for the proposed Valvoline Instant Oil Change project to be constructed on a vacant parcel on Pacific Highway South, —250 feet north from the intersection with S. 348th Street, in the City of Federal Way, 1 Washington. Based on the findings of our subsurface study, we conclude that the site is suitable for the proposed development provided that our geotechnical recommendations presented in this report are followed during the design and construction phases of the project. This report describes in detail the results of our investigation, summarizes our findings and presents Jour recommendations concerning earthwork and the design and construction of foundation, slab support and pavements for the proposed project. It is important that GNN provide consultation during the design and field geotechnical special inspections and compaction testing services during the construction phase to review and monitor the implementation of the geotechnical recommendations. I If you have any questions regarding this report, please contact us at 509-248-9798. _ Respectfully submitted Digitally signed by w��M0 Karl A. Harmon :•0' •.�'i, !,. _ . Date: 2017.05.12 r �� @ P' GN Northern Inc. ""`'' a 14:22:17-07'00' in 2 'A0 s,�Q 41534 0/ , GIs . • � M. ousuf Memon, EIT Karl , a an, LEG, PE NA1.E Staff Geotechnical Engineer Senior Geologist/Engineer h Expires 08/02/ 2017 Enclosure JValvoline Instant Oil Change i GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 <N� Northern, Inc. TABLE OF CONTENTS m �� 1.0 PURPOSE AND SCOPE OF SERVICES..............................................................................................................1 2.0 PROPOSED CONSTRUCTION............................................................................................................................ 2 3.0 FIELD EXPLORATION......................................................................................................................................... 2 4.0 SITE CONDITIONS ................................................................................................................................................3 4.1 REGIONAL GEOLOGY................................................................................................................................3 4.2 SEISMIC CONSIDERATIONS.......................................................................................................................3 4.3 LIQUEFACTION..........................................................................................................................................4 S.0 SUBSURFACE CONDITIONS............................................................................................................................... S 5.1 NRCS SOIL SURVEY.................................................................................................................................5 5.2 GROUNDWATER........................................................................................................................................5 6.0 SUMMARY OF FINDINGS & CONCLUSIONS.................................................................................................. 6 7.0 GEOTECHNICAL RECOMMENDATIONS.........................................................................................I............... 8 7.1 SITE PREPARATION - GRADING................................................................................................................8 7.2 CLEARING AND GRUBBING.......................................................................................................................8 7.3 LUILDING PADIFOUNDATION PREPARATION...........................................................................................9 7.4 ExCAVAnONS........................................................................................................................................10 7.5 UTILITYEXCAVATIONS..........................................................................................................................10 7.6 IMPORTED CRUSHED ROCK STRUCTURAL FILL..................................................................................1 1 7.7 COMPACTION REQUIREMENTS FOR STRUCTURAL FILL..........................................................................12 7.8 SUITABILITY OF ONSITE SOILS............................................................................................................... I2 7.9 FOUNDATIONS........................................................................................................................................12 7.I0 SLAB -ON -GRADE FLOORS....................................................................................................................13 7.11 R.ETAIMNG WALLS...............................................................................................................................14 7.12 PAVEMENT DESIGN..............................................................................................................................I6 7.13 SURFACE DRAINAGE............................................................................................................................18 8.0 ADDITIONAL SERVICES..................................................................................................................................19 9.0 LIMITATIONS OF THE GEOTECHNICAL ENGINEERING REPORT ...................................................... 20 APPENDICES APPENDIX I - VICINITY MAP (FIGURE 1), SITE & EXPLORATION MAP (FIGURE 2) APPENDIX II - EXPLORATORY TEST -PIT LOGS, KEY CHART (FOR SOIL CLASSIFICATION) APPENDIX III - SITE & EXPLORATION PHOTOGRAPHS APPENDIX IV -NRCS SOIL SURVEY APPENDIX V - WASHINGTON DEPARTMENT OF ECOLOGY WELL LOG APPENDIX VI - USGS DESIGN MAPS SUMMARY Valvoline Instant Oil Change ii GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 � �Northern, Inc. 1 1.0 PURPOSE AND SCOPE OF SERVICES } This report has been prepared for the proposed Valvoline Instant Oil Change project to be 1 constructed on a vacant parcel on Pacific Highway South, —250 feet north from the intersection with S. 348t" Street, in the City of Federal Way, Washington; site location is shown on the Vicinity Map (Figure 1, Appendix I). Our investigation was conducted at the site of the proposed project to 1 collect information regarding subsurface soil/groundwater conditions, present our professional 1 opinion regarding the suitability of the subsurface materials and recommendations for geotechnical design parameters and bearing capacity for the proposed construction. GN Northern has prepared this report for use by Cushman & Wakefield in the design and construction of the proposed improvements. Do not use or rely upon this report for other locations or purposes without the written consent of GN Northern. This study was conducted in general accordance with our Proposal for Geotechnical Investigation dated May 1, 2017; notice to proceed was provided on May 1, 2017 by Mr. Decepida in the form of a digitally signed copy of the proposal. A site plan titled Test Fit - Site Plan - Draft V2, prepared by CESO, Inc. (dated 8/19/2016), was provide for our use. Our field exploration, consisting of seven (7) test -pits was completed on May 4, 2017. Locations of exploration are shown on the Site & Exploration Map (Figure 2, Appendix - I). Detailed test -pit logs are presented in Appendix II. This report has been prepared to summarize the data obtained during this study and to present our recommendations based on the proposed construction and the subsurface conditions encountered at the site. Results of the field exploration and laboratory testing were analyzed to develop recommendations for site development, earthwork, foundation, floor slab support, and pavement design. Design parameters and a discussion of the geotechnical engineering considerations related to construction are included in this report. Valvoline Instant Oil Change 1 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 �J CiF Northern, Inc. 2.0 PROPOSED CONSTRUCTION Based on preliminary information provided, we understand that proposed development at the site will include a new 2-bay, Valvoline Instant Oil Change building. We assume that the new building - ` will be a wood -framed structure and will include a basement level below the at -grade drive-thru i bays. Site development will also include a parking area, drive -lanes into the oil -change bays and a dumpster pad. Structural loading information was not available at the time of this report. Based on our experience with similar projects, we expect wall loads to be on the order of 2,000 plf and maximum column loads to be less than 50 kips. It shall be noted that the assumed loading is based on the limited preliminary information provided at the time of this report. If loading conditions differ from those described herein, GNN should be given an opportunity to perform re -analysis. Settlement tolerances for the structures are assumed to be limited to 1 inch, with differential settlement limited 1 to '/z inch. _l 3.0 FIELD EXPLORATION j Our field exploration was completed on May 4, 2017. A utility clearance was obtained prior to the field exploration. Seven (7) exploratory test -pits were completed at the project site at locations -� suggested by the client. Test -pits were excavated by Lloyd Enterprises using a CAT 420F excavator to depths ranging from approximately 9 to 14 feet BGS. Exploratory test -pits were logged by a GNN field engineer. Upon completion, the test -pits were loosely backfilled with the excavated soils. The exploratory test locations are shown on Site & Exploration Map (Figure 2, -� Appendix I). The soils observed during our field exploration were classified according to the Unified Soil Classification System (USCS), utilizing the field classification procedures as outlined in ASTM 1 D2488. A copy of the USCS Classification Chart is included in Appendix II. Photographs of the field exploration activities are presented in Appendix III following this report. Depths referred to in this report are relative to the existing ground surface elevation at the time of our investigation. The surface and subsurface conditions described in this report are as observed at the time of our J field investigation. A Valvoline Instant Oil Change 2 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 J I C�r Northern, Inc. -1 4.0 SITE CONDITIONS j The 0.67-acre project site is located along the east side of Pacific Highway South, —250 miles k north from the intersection with S. 3481h Street, in the City of Federal Way, Washington. The Property is located in the NE 1/4 of the SE 1/4 of Section 20, Township 21 North, Range 4 East, Willamette Baseline and Meridian. The site location and layout is depicted in Figures 1 & 2, jAppendix I. The site is bound to the west by Pacific Highway, to the south by existing commercial developments, to the east by undeveloped lot(s) and existing stormwater drainage facilities, and to the north by an existing auto parts store. y The parcel is currently vacant and undeveloped. With the exception of an approximate north -south I oriented 2- to 3-foot fill step crossing the eastern third of the site, the project site is relatively flat and generally level with adjacent properties. Surface conditions include a moderate to dense vegetation cover of brush and weeds. Approximate elevations (Google Earth) at the site range from 278 feet MSL to 284 feet MSL. f The history of past use and development of the property was not investigated as part of our scope I of services. A review of selected available historic aerial photos and maps of the site and vicinity indicate that previous development at the site included structures of unknow age or design. In addition to the noted trash and debris fill, buried remnants relating to previous developments could also exist in isolated locations throughout the site. 4.1 Regional Geology j The City of Federal Way is located southeast of the Puget Sound within the Puget Lowlands j physiographic province west of the Cascades. Based on published geologic maps of the project vicinity, the mapped geologic unit beneath the site is identified as Quaternary glacial till deposits. 4.2 Seismic Considerations As per the 2012 International Building Code (IBC), a Site Class `D' may be used for seismic design purposes (see Appendix VII). Site Class `D' corresponds to `stiff soil'. The following site specific design values may be used: f Valvoline Instant Oil Change 3 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 Northern, Inc. J T�HIo i. 7nr nncirrn Parameters Seismic -Design Parameter Value ;unit SS 1.282 ( ) S1 0.493 ) Fa 1.000 (unitless) F,, 1.507 (unitless SMS 1.282 ( ) SMi 0.743 ( ) SDS 0.855 SDI 0.495 (g) Ss = MUh spectral response acceierauon al SLIM ycln,uo S i = MCE spectral response acceleration at 1-second period Fa = Site coefficient for short periods FV = Site coefficient for 1-second period SMs = MCE spectral response acceleration at short periods as adjusted for site effects SMi = MCE spectral response acceleration at 1-second period as adjusted for site effects SDs = Design spectral response acceleration at short periods SD = Design spectral response acceleration at 1-second period Site Class `D' is the default Site Class in the absence of detailed geotechnical data which requires shear wave velocity, soil undrained shear strength, or standard penetration resistance (N-value) data in the upper 100 feet of the subsurface profile. 4.3 Liquefaction Earthquakes can cause several significant phenomena, including liquefaction. Liquefaction is the loss of soil strength from sudden shock (usually earthquake shaking), causing the soil to become a fluid mass. The project site is mapped by the Washington State Department of Natural Resources' Liquefaction Susceptibility Map of King County, Washington, as well as King County Flood Control District's Liquefaction Susceptibility map (Map 11-5), as having a `very low' liquefaction hazard. Liquefaction Susceptibility High Moderate to high l Moderate Low to moderate Low Very low I. low Very Iwv Bedrock Peat Excerpt from WA DNR's "Liquefaction Susceptibility Map of King County, Washington" A detailed assessment of the site's liquefaction susceptibility was beyond the scope of our work. JValvoline Instant Oil Change 4 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 J <!;r Northern, Inc 5.0 SUBSURFACE CONDITIONS Based on the findings of our field exploration, surface and subsurface soils at the site consist of an upper, variably -thick layer of un-controlled/un-documented fill material with trash and debris, overlying the native gravelly/sandy strata. Fill soils were found to range in thickness from approximately 4.5 feet (TP-6) in the southwestern portion of the site, to as great as approximately 13 feet BGS (TP-4) near the northern portion of the site. Fill soils were generally characterized as silty sandy gravel with some cobbles, and trash & debris including: metal, asphalt, brick, concrete rubble, wood, newspaper, fabric, etc. Fill soils appeared to range from `loose' to `dense', and the excavation side walls were prone to caving. The soil matrix of the fill material appeared to originate from the native gravelly soils. The native underlying unit was classified as Poorly - Graded Gravel with Silt and Sand (GP -GM) with rounded cobbles, and Gravelly Silty Sand (SM). These native gravelly soils were noted to be `medium dense' to `dense'. Test -pit logs in Appendix II provide detailed stratification of the subsurface conditions encountered. 5.1 NRCS Soil Survey The soil survey map of the site prepared by the Natural Resources Conservation Service (MRCS) identifies the near surface site soils primarily as Everett-Alderwood gravelly sandy loams, with typical soil profile described as gravelly ashy sandy loam grading to very gravelly sandy loam and very gravelly coarse sand (Soil Survey, Appendix V). The parent material for theses soils are identified as glacial outwash and basal till with some volcanic ash. Per the soil survey, this unit generally consists of somewhat excessively to moderately well drained materials. NRCS data indicates that the capacity of the most limiting layer to transmit water (Ksat) is very low to high (0.00 to 5.95 in/hr). 5.2 Groundwater Groundwater was not encountered to a maximum depth of —14 feet BGS at the time of our exploration in early May 2017. To further assist in our evaluation, we reviewed the Washington State Department of Ecology (DOE) database of nearby well logs to estimate groundwater levels i j in the vicinity. Based on our review of a nearby well log, groundwater table is anticipated to be greater than 50 feet BGS in the area; well log is included in Appendix IV. Typically, groundwater Jlevels fluctuate with precipitation, irrigation, drainage, and regional pumping from wells. Groundwater is not considered to be a factor in design and construction at this site. Valvoline Instant Oil Change 5 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 J MNorthern, Inc. 6.0 SUMMARY OF FINDINGS & CONCLUSIONS j Conditions imposed by the proposed development have been evaluated on the basis of the assumed l elevations and engineering characteristics of the subsurface materials encountered in the �I exploratory test -pits, and their anticipated behavior both during and after construction. The f following is a summary of our findings and conclusions based on the data obtained from a review of selected technical literature and the site evaluation. 1 ➢ Based on the findings of our subsurface exploration at the site, we have identified large j quantities of uncontrolled and unsuitable fill materials that include significant rubble and debris. ➢ In its current state, the site is generally unsuitable for support of any structures and hardscapes. Construction on the site will require significant remedial grading to remove the undocumented/uncontrolled fill and deleterious materials, and replacement with engineered structural fill soil. ➢ Grading and foundation plans for the proposed construction were unavailable at the time of i this report. GNN shall be provided an Uportunity to review the final grading and foundation plans as they become available. i ➢ The observed subsurface conditions across the site consist of deep, uncontrolled, undocumented, non -engineered fill with significant volumes of trash and debris including concrete rubble, pipe, bricks, wood, and asphalt. Fill materials were noted to depths ranging from approximately 4.5 feet to 13 feet BGS. Our estimation of the depth of fill materials is based on selected, localized points of exploration, and cannot quantify the full 7 extent of the trash/debris. Additional un-controlled and un-documented fill soils with trash/debris, buried within the subsurface profile, may extend to greater depths at isolated locations of the site. ➢ The uncontrolled fill conditions will not provide adequate and reliable subgrade support for proposed building structure and hardscapes. To reduce the risk of differential settlement and structural distress, significant remedial grading and removal of all deleterious materials will be required for proposed development of the site. —j Valvoline Instant Oil Change 6 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 -1 � �Northern, Inc ➢ To improve bearing capacity and reduce the potential for differential settlement from static loading, the entire building pad will require over -excavation to the native underlying sands/gravels and replacement with suitable engineered fill soils. All undocumented fills, trash, and debris must be completely excavated and removed to the level of undisturbed native soil prior to placement of engineered structural fill. We recommend that over - excavation, subgrade preparation, and placement of suitable engineered fill soils shall be completed as recommended in this report. ➢ The native sandy/gravelly soil unit, underlying the upper fill material, was noted to be relatively dense and is considered as a suitable subgrade for engineered fill placement. ➢ Site soils can be readily cut by normal grading equipment. We suggest that appropriate measures and safety precautions be employed by the contractor. ➢ An Environmental Professional shall be present during excavation of the undocumented fill for real-time observation and field screening of the excavated materials to detect for the presence of any hazardous materials. The excavated trash shall be appropriately characterized relative to the presence of hazardous materials to allow for proper handling and disposal. ➢ The onsite fill materials are considered unsuitable for reuse as engineered fill underneath structures, pavements and hardscapes. However, selected soils obtained from the fill may be reused if carefully screened and removed of all trash and debris, along with any gravels greater than 3 inches in diameter. ➢ Groundwater was not encountered to a maximum depth of 14 feet BGS at the time of our exploration. Based on our review of the nearby well logs, groundwater table is estimated to be greater than 50 feet BGS in the area. Groundwater should not be a factor in design and construction at the site. ➢ The underlying geologic condition for seismic design is site class `D'. The minimum seismic design should comply with the 201212015 International Building Code (IBC) and ASCE 07- -� 10, Minimum Design Loads for Buildings and Other Structures. Valvoline Instant Oil Change 7 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 J C�r Northern, Inc. { 7.0 GEOTECHNICAL RECOMMENDATIONS I' The following geotechnical recommendations are based on our current understanding of the y proposed project. The recommendations presented in this report are predicated upon appropriate monitoring and testing of the site preparation and foundation construction by a representative of the Geotechnical-Engineer-of-Record (GER). We recommend that we be engaged to review f' foundation and grading plans in order to provide revised, augmented, and/or additional I geotechnical recommendations as required. i In its current state, the site is generally unsuitable for support of any structures and hardscapes. Construction on the site will require significant remedial grading to remove the undocumented/uncontrolled fill and deleterious materials, and replacement with engineered structural fill soil. Mass removal of all fill soils to a depth of suitable native sub -strata will be required prior to replacement with suitable engineered structural fill soils. Removal of all fill soils shall be observed on a real-time basis by a representative of the GER, replacement with suitable engineered fill soils shall be in accordance with the recommendations of this report. 7.1 Site Preparation - Grading The project GER or a representative of the GER should be on site to observe site clearing, grading, and the bottoms of excavations before placing fill. Local variations in soil conditions may warrant increasing the depth of over -excavation and recompaction. Seasonal weather conditions may I} adversely affect grading operations. To improve compaction efforts and prevent potential pumping 1 ground conditions, we suggest performing site grading during dryer periods of the year. } Soil conditions shall be evaluated by in -place density testing, visual evaluation, probing, and proof -rolling of the fill(s) and re -compacted on -site soil as it is prepared to check for compliance with recommendations of this report. A moisture -density curve shall be established in accordance with the ASTM D1557 method for all processed onsite soils and imported fill materials used as engineered structural fill. 7.2 Clearing and Grubbing At the start of site grading activities, any existing structures, vegetation, large roots, non - engineered fill, trash, debris, or abandoned underground utilities should be completely removed Valvoline Instant Oil Change 8 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 J C;r Northern, Inc. { from proposed building, structural, or pavement areas. Due to the presence of significant volumes of buried trash/debris and rubble within the footprint of the proposed development, depth of 4 removal may be required to extend down to 13 feet BGS or greater. The surface should be stripped of all topsoil and/or organic growth and removed from the construction area. Areas disturbed during site demolition, clearing and de -grubbing should be properly backfilled and compacted as discussed below. i 7.3 Building Pad/Foundation Preparation Based on the findings of our subsurface exploration, unsuitable fill soils were encountered to maximum depths of approximately 13 feet BGS, and may exist to a greater depth. We recommend that entire building pad, plus an additional min. 5 feet on all sides, be over -excavated to expose the native sandy/gravelly soils. The exposed native sandy/gravelly soils at bottom of the over -excavation should be densified by proof -compaction with heavily loaded construction equipment to a dense and non -yielding surface. The weight or impact energy of the compaction equipment should be sufficient to densify the exposed subgrade to a minimum depth of 12 inches. After a suitable subgrade is confirmed by a representative of the GER, the over -excavation excavation shall be backfilled with engineered structural fill soil consisting of suitable/screened onsite soil (see Suitability of Onsite Soils) and/or imported 2-inch minus Gravel Borrow material (meeting the grading and quality requirements of WSDOT Standard Spec. Sec. 9-03.14(1)). Engineered structural fill soils shall be placed in max. 8-inch thick loose lifts and each lift compacted to 95% of ASTM D1557. Compaction of all fill soils must be verified using a 3 calibrated nuclear density gauge in accordance with ASTM D6938. Allowance shall be made for placement of a minimum of 12-inches of compacted imported crushed rock structural fill beneath proposed footings as recommended below in the Foundations section of this report. The intent of these recommendations is to provide a relatively uniform jbearing support zone of engineered structural fill beneath all foundations (consisting of minimum 12-inches of imported crushed rock structural fill over dense compacted engineered gravel borrow extending to the native underlying sands/gravels). Valvoline Instant Oil Change 9 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 1 _J MNorthern, Inc. 7.4 Excavations Excavation of the undocumented fill material shall be adequately sloped, shored or supported to prevent injury to personnel from caving and sloughing. Removal of large size trash/debris may result in widening of the excavations, requiring excavation slopes to be further laid-back. The contractor may complete excavation by benching the side slopes to provide a stabilized excavation. We recommend that an Environmental Professional be present on site during excavation of the undocumented fill soils for real-time observation and field screening of the excavated materials to detect for the presence of any hazardous materials. The excavated trash shall be appropriately characterized relative to the presence of hazardous materials to allow for proper handling and disposal. It shall be the responsibility of the contractor to maintain safe temporary slope configurations since the contractor is at the job site, able to observe the nature and conditions of the slopes and be able to monitor the subsurface conditions encountered. Unsupported vertical cuts deeper than 4 feet are not recommended if worker access is necessary. The cuts shall be adequately sloped, shored or } supported to prevent injury to personnel from caving and sloughing. The contractor and subcontractors shall be aware of and familiar with applicable local, state and federal safety regulation including the current OSHA Excavation and Trench Safety Standards, and OSHA 1 Health and Safety Standards for Excavations, 29 CFR Part 1929, or successor regulations. According to chapter 296-155 of the Washington Administrative Code (WAC), it is our opinion f that the native soil encountered at the site is classified as Type C soils. We recommend that temporary unsupported/open cut slopes shall be no steeper than 1.5 feet horizontal to 1.0 feet vertical (1.5H:1 V) in Type C soils. No heavy equipment should be allowed near the top of `� temporary cut slopes unless the cut slopes are adequately braced. Final (permanent) fill slopes should be graded to an angle of 2H:1V or flatter. Where unstable soils are encountered, flatter slopes may be required. 7.5 Utility Excavations Utilities shall be placed on bedding material which meets the manufacturer's specification. Placement of bedding material is particularly critical where maintenance of precise grades is essential. Backfill placed within the first 12 inches above utility lines should be compacted to at JValvoline Instant Oil Change 10 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 eir Northern, Inc. least 90 percent of the maximum dry density as determined by ASTM D 1557, such that the utility lines are not damaged during backfill placement and compaction. In addition, rock fragments greater than 1 inch in maximum dimension should be excluded from this first lift. The remainder of the utility excavations should be backfilled and compacted to at least 95 percent of the maximum dry density as determined by ASTM D1557. Onsite soils may be suitable for utility trench backfill provided they are free of trash/debris and } oversized material, and can be adequately compacted. We recommend that a minimum of 4 inches j of bedding material be placed above and below all utilities and be in general accordance with the utility manufacturer's recommendations and local ordinances. We recommend that pipe bedding, if required conforms to appropriate specification presented in the 2016 WSDOT Standard Specifications for Road, Bridge, and Municipal Construction. All excavations should be wide 1 enough to allow for compaction around the haunches of pipes. Otherwise, materials such as controlled density fill (CDF) may be used to eliminate the compactive effort. Backfilling for the remainder of the trenches could be completed utilizing common fill or select granular fill, depending on soil moisture and weather conditions. Compaction of backfill material should be accomplished with soils within ±2% of their optimum moisture content in order to achieve the minimum specified compaction levels recommended in this report. However, initial lift thickness could be increased to levels recommended by the manufacturer to protect utilities from damage by compacting equipment. We recommend that utility trenching, installation, and backfilling conform to WSDOT, APWA and local building department standard specifications. 7.6 Imported Crushed Rock Structural Fill Imported structural fill shall consist of well -graded, crushed aggregate material meeting the grading and quality requirements of 2016 Washington State Department of Transportation (WSDOT) Standard Specifications section 9-03.9(3) (1-1/4 inch minus Base Course Material) presented in the table below: Valvoline Instant Oil Change 11 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 J <N� Northern, Inc. Table 2: WSDOT Standard Sieve Size 1 1/4 Inch Squ .. 1 Inch S uare 5/8 Inch S uar U.S. No. 4 U.S. No. 40 U.S. No. 200 9-013.9(3) (1-1/4" minus Base Course Percent Passing (by Wei&) 99 - 100 80 - 100 50 — 80 25 - 45 3-18 Less than 7.5 A fifty (50) pound sample of each imported fill material shall be collected by GNN personnel prior to placement to ensure proper gradation and establish a moisture -density relationship (proctor curve). 7.7 Compaction Requirements for Structural Fill All fill or backfill shall be approved by a representative of the GER, placed in uniform lifts, and compacted to a minimum 95% of the maximum dry density as determined by ASTM D1557. The compaction effort must be verified by a representative of the GER in the field using a nuclear density gauge in accordance with ASTM D6938. The thickness of the loose, non -compacted, lift of structural fill shall not exceed 8 inches for heavy-duty compactors or 4 inches for hand operated compactors. 7.8 Suitability of Onsite Soils Onsite soils include varying amounts and sizes of trash and debris throughout the proposed footprint of the development. The onsite fill materials are not suitable for reuse as engineered fill underneath structures, pavements and hardscapes. However, selected sandy/gravelly excavated soils obtained from the fill may be reused if carefully screened and removed of all trash and debris, along with any gravels greater than 3 inches in diameter. The screened onsite soils shall result in a well -graded mix and shall be approved by the project GER. All fill soils shall be placed as compacted, engineered structural fill. 7.9 Foundations The design and construction criteria presented below shall be observed for a spread footing foundation system. The construction details shall be considered when preparing the construction documents. Valvoline Instant Oil Change 12 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 1 I 4% Northern, Inc. To provide a uniform bearing support and minimize the potential for total and differential settlement, we recommend that all foundations shall bear on minimum 12-inches of 1'/4-inch minus imported crushed rock structural fill atop engineered fill soils extending to the native gravels as discussed above in the Building Pad/Foundation Preparation section. Provided all foundation elements are constructed in accordance with the recommendations of this report, an allowable bearing capacity of 3,000 psf may be used for design purposes. This value may be increased one third (33%) for short-term (transient) loading events. We estimate the total settlement for footings constructed on prepared subgrade as recommend herein to be less than 1 inch, with differential settlement less than half that magnitude. We recommend that all exterior footings shall extend at least 24 inches below the adjacent exterior finished grade for frost protection to conform to the local building codes. Interior footings may be supported at nominal depths below the floor. All footings shall be protected against weather and r water damage during and after construction and must be supported on suitable bearing materials as described above. Lateral forces on foundation from short term wind and seismic loading would be resisted by friction at the base of foundations and passive earth pressure against the buried portions. We recommend a passive earth pressure in compacted granular backfill of 300 pef. This lateral foundation resistance value includes a factor of safety of 1.5. We recommend a coefficient of friction of 0.40 be used between cast -in -place concrete and compacted crushed rock structural fill. An appropriate factor of safety should be used to calculate sliding resistance at the base of footings. ? 7.10 Slab -on -Grade Floors Slab -on -grade floors may be supported on subgrade prepared per the recommendations discussed above in the Building Pad/Foundation Preparation section and a minimum 6 inches of imported crushed rock structural fill placed atop the prepared subgrade. We recommend a minimum 6-inch layer of crushed aggregate fill shall be placed beneath the concrete slabs. The fill material shall - consist of 3/4-inch aggregate with less than 5 percent passing the No. 200 sieve (WSDOT Specification 9-03.9(3), Crushed Surfacing Top Course. The crushed aggregate material shall be compacted to at least 95 percent of the maximum dry density as determined by ASTM D1557. _ Valvoline Instant Oil Change 13 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 ,J MNorthern, Inc. Assuming a minimum crushed rock thickness of 6 inches placed on improved subgrade, we 7 recommend using a subgrade modulus of 200 pci (pounds per square inch per inch). The architect shall determine the need and use of a vapor retarder and sand layer. 7.11 Retaining Walls Foundation bearing support zone for the retaining wall shall be prepared/constructed per the recommendations present above in the Building Pad/Foundation Preparation section with a minimum 12 inches of imported crushed rock structural fill placed atop the prepared subgrade. Note that our recommendations are independent of other structural considerations such as wall stiffness, load factoring, and crack control. i The following table presents recommendations for static lateral earth pressures for retaining wall ] design. The values are given in terms of equivalent fluid pressures (pounds per square foot per foot j of embedment) without surcharge loads and are based on the assumption that proper drainage is provided behind the wall, the backfill is horizontal and that no -buildup of hydrostatic pressure occurs. The horizontal resultant force (pressure x H/2, where H is height of buried wall) should be applied at an H/3 distance from the base of the wall. Table 3: Lateral Earth Pressures - - 4 Etq uivalen i Flu ilt Pressure l ,e_ . . andifioa Drained �psflft] 1 Active 38 J. (wall is permi tied to rotate 0.1 to 0.2% of wall hei in) At -Rest 60 If any surcharge loads are closer than one-half of the wall height (horizontal distance) to the edge of the retaining wall, increase the design wall pressure by q/2 over the whole area of the retaining J wall (where q is the surface surcharge load in psf). The horizontal surcharge resultant force (pressure x H where H is height of buried wall) should be applied at an H/2 distance from the base of the wall. A uniform surcharge load of 250 to 350 psf is typically used to approximate vehicle loading on retaining walls. However, we recommend that these values should be reviewed by the structural designer based on anticipated load. To develop the lateral earth pressure from these surcharge Valvoline Instant Oil Change 14 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 Ii J (% Northern, Inc. loads, use a coefficient of active and at -rest lateral earth pressure, ka and ko, equal to 0.41 and 0.56. For the earth pressure induced by compaction of the backfill material, we recommend an additional lateral earth pressure of IOH psf uniform rectangular distribution be applied to the wall (resultant force located at 0.5H). H is in feet. Seismic Lateral Earth Pressure Combination of Static & Seismic j For the seismic loading condition, based on the height of wall and the backfill materials, we recommend using the Seed & Whitman method based on the Mononobe-Okabe equation. This method combines the seismic lateral pressure with the static active pressure for the total lateral I pressure. We used the online USGS Unified Hazard Tool to calculate a PGA of 0.556g for a 2,475- year return interval (RI) for the project site, and estimated a horizontal coefficient Kh equal to 0.28g. For the seismic loading, we recommend an additional lateral earth pressure of 24H psf triangular distribution applied to the walls (resultant force located at 0.6H). Passive Pressure and Sliding Resistance ` We recommend a soil passive pressure in terms of equivalent fluid pressure of 250 pcf. This lateral i foundation resistance value includes a factor of safety of 1.5. We recommend a coefficient of friction of 0.45 be used between cast -in -place concrete and compacted crushed rock subgrade soils. An appropriate factor of safety should be used to calculate sliding resistance at the base of footings. These values can be used for design of sliding and overturning resistance. Wall Drainage Retaining structures should include adequate back drainage to avoid build-up of hydrostatic pressures. Positive drainage for retaining walls should consist of a vertical layer of permeable 1 material (chimney drain), such as a pea gravel or crushed rock (typically'/4- to 3/a-inch crushed), at } least 18 inches thick, positioned between the retaining wall and the backfill. We recommend t installing a non -woven filter fabric such as Mirafi 140N between the drainage material and the I general backfill to prevent fines from migrating into the drainage material. Backfill and Sub rade Com action: Compaction on the retained side of the wall within a 1 horizontal distance equal to one wall height should be performed by hand -operated or other Valvoline Instant Oil Change 15 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 Northern, Inc. lightweight compaction equipment. This is intended to reduce potential locked -in lateral pressures caused by compaction with heavy grading equipment. 7.12 Pavement Design Due to the presence of un-controlled fills throughout the project site, significant remedial grading will be required to minimize the risk of pavement distress. We recommend that the new pavement section be constructed on an improved subgrade. We recommend that the pavement subgrade over - excavation be completed in accordance with one of the following two options: (1) Pavement areas shall be over -excavated to completely remove all trash and fill soils to eliminate any potential risk of future distresses. Based on our subsurface exploration, we anticipate depth of over -excavation to be a minimum 4.5 feet and as great as approximately 13 j feet BGS. Deeper depths of fill soils may be encountered in isolated and/or unexplored areas, and will require proper over -ex and removal. (2) Pavement areas shall be over -excavated to remove all fill soils for a depth of minimum 4 feet BGS. It must be understood that if this option is selected the owner must accept ny risks related to future distresses to the pavement including: sigpificant settlement cracking. and/or development of potential sink holes resulting from unknown voids within the fill material. After appropriate over -excavation is complete and confirmed a representative of the GER, the 1 exposed subgrade shall be moisture -conditioned (as needed) and proof -compacted using heavy grading equipment with a minimum 30-ton dead weight making minimum 5 roller passes at any given area. Proof -rolling of the subgrade shall result in a dense and non -yielding surface. After a suitable subgrade is confirmed by a representative of the GER, the over -excavation shall be backfilled with engineered structural fill soil consisting of suitable/screened onsite soil (see Suitability of Onsite Soils) and/or imported 2-inch minus Gravel Borrow material (meeting the grading and quality requirements of WSDOT Standard Spec. Sec. 9-03.14(1)). Engineered structural fill soils shall be placed in max. 8-inch thick loose lifts and each lift compacted to 95% J ofASTM D1557. r Valvoline Instant Oil Change 16 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 _J ci� Northern, Inc. Flexible Pavement: The following table presents recommended light duty and heavy duty asphalt pavement sections for proposed project to constructed atop the prepared subgrade: Table 4: Recommended Asphalt Concrete Paving Sections Asphalt Thickness ('1` 'hed Aggregate Base Course Traffic (inches) _ (inches) Heavy Dutyt 3.5 9 Standard Duty 2.5 6 tHeavy duty imply to pavements subjected to truck traffic and drive lanes ttStandard duty imply to general parking areas Pavement section recommendations assume proper drainage and construction monitoring. Pavement shall be constructed on a dense and non -yielding surface. All fills used to raise low areas must be compacted structural fills and shall be placed under engineering control conditions. The base course rock must be placed as structural fill in uniform, horizontal lifts and each lift must be compacted to at least 95% of the maximum dry density as determined by ASTM D1557 method. Crushed aggregate base course material shall conform to WSDOT Standard Specifications Section 9-03.9(3), Crushed Surfacing Base Course. JThe asphalt paving materials should be compacted to a minimum 92% of the maximum theoretical specific gravity (Rice's density). We recommend that proper surface and subsurface drainage measures must be incorporated in the parking and driveway design. Rigid Pavement: Design for concrete sections were produced using the American Concrete Institute ACI 330R-08 �! Guide for the Design and Construction of Concrete Parking Lots and the 1998 Rigid Pavement =J Supplement to the 1993 AASHTO Guide. Based on our experience with similar soil types a kvalue of 100 psi/in was estimated. Rigid concrete pavement design recommendations are based on an assumed modulus of rupture of 550 psi and a minimum compressive strength of 4500 psi for the concrete. The subgrade shall be prepared in accordance with the recommendations of this report. We recommend the following rigid pavement sections: Heavy duty - 8" PCC over 6" compacted Crushed Aggregate Base Course Standard duty - 5" PCC over 6" compacted Crushed Aggregate Base Course Valvoline Instant Oil Change 17 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 �J <N� Northern, Inc. Reinforcing requirements for concrete paving sections shall include #4 bars @ 18 inches O/C E.W. Reinforcing steel holds the internal cracks within the slab close together to ensure that the load is transferred via aggregate interlock. Dowels are required at the end of the slabs to ensure that joint transfer is maintained across the contraction joint when aggregate interlock is lost. However, the cracks that will form within the slab (in this slab to be saw cut every 15 feet) will be held together via the reinforcing steel ensuring that aggregate interlock is maintained. Upon completion of required stripping and removal of topsoil and organics, we recommend that the entire pavement subgrade should be recompacted with a drum roller. The base course rock must be placed as structural fill in uniform, horizontal lifts and each 6-inch lift must be compacted to at least 95 percent of the maximum dry density as determined by ASTM D1557 method. We recommend that proper surface and subsurface drainage measures must be incorporated in the parking lot design. l7.13 Surface Drainage With respect to surface water drainage, we recommend that the ground surface be sloped to drain I away from the structure. Final exterior site grades shall promote free and positive drainage from the building areas at all times. Water shall not be allowed to pond or to collect adjacent to foundations or within the immediate building area. We recommend that a gradient of at least 3% for a minimum distance of 10 feet from the building perimeter be provided, except in paved locations. In paved areas, a minimum gradient of 1 % shall be provided unless provisions are J included for collection and disposal of surface water adjacent to the structure. Catch basins, yard drains, drainage swales, ditches, or other drainage facilities shall be appropriately located as necessary. We recommend that all surface water such as that coming from roof downspouts and catch basins as well as all subsurface water coming from footing subdrains, be collected in tight drain lines and carried to a suitable discharge point, such as a storm drain system. Surface water and downspout water should not discharge into a perforated or slotted subdrain, nor should such water discharge onto the ground surface adjacent to the buildings. Cleanouts shall be provided at convenient locations along all drain lines. Project No.: 217-830 Valvoline Instant Oil Change 18 GNN Pro J Federal Way, Washington May 12, 2017 J 1 Northern, Inc. 4 8.0 ADDITIONAL SERVICES j GNN recommends that the Client should maintain an adequate program of geotechnical j consultation, construction monitoring, and soils testing during the final design and construction phases to monitor compliance with GNN's geotechnical recommendations. Maintaining GNN as the geotechnical consultant from beginning to end of the project will provide continuity of 'h services. If GN Northern, Inc. is not retained by the owner/developer and/or the contractor to 1 provide the recommended geotechnical inspections/observations and testing services, the geotechnical engineering firm or testing/inspection firm providing tests and observations shall assume the role and responsibilities of Geotechnical Engineer -of -Record. GNN can provide construction monitoring and testing as additional services. The costs of these services are not included in our present fee arrangement, but can be obtained from our office. The recommended construction monitoring and testing includes, but is not necessarily limited to, the following: ➢ Consultation during the design stages of the project. j ➢ Review of the grading and drainage plans to monitor compliance and proper implementation of the recommendations in GNN's Report. ➢ Observation and quality control testing during site preparation, grading, and placement of engineered fill as required by the local building ordinances. 1 ➢ Geotechnical engineering consultation as needed during construction I J I JValvoline Instant Oil Change Federal Way, Washington 19 GNN Project No.: 217-830 May 12, 2017 0� Northern, Inc. 9.0 LIMITATIONS OF THE GEOTECHNICAL ENGINEERING REPORT This GEOTECHNICAL ENGINEERING REPORT ("Report") was prepared for the exclusive use i of the Client. GN Northern, Inc.'s (GNN) findings, conclusions and recommendations in this Report are based on selected points of field exploration, and GNN's understanding of the proposed project at the time the Report is prepared. Furthermore, GNN's findings and recommendations are based on the assumption that soil, rock and/or groundwater conditions do not vary significantly from those found at specific exploratory locations at the project site. Variations in soil, bedrock 1 and/or groundwater conditions could exist between and beyond the exploration points. The nature 1 and extent of these variations may not become evident until during or after construction. Variations in soil, bedrock and groundwater may require additional studies, consultation, and revisions to GNN's recommendations in the Report. In many cases the scope of geotechnical exploration and the test locations are selected by others without consultation from the geotechnical engineer/consultant. GNN assumes no responsibility and, by preparing this Report, does not impliedly or expressly validate the scope of exploration and the test locations selected by others. This Report's findings are valid as of the issued date of this Report. However, changes in conditions of the subject property or adjoining properties can occur due to passage of time, natural processes, or works of man. In addition, applicable building standards/codes may change over time. Accordingly, findings, conclusions, and recommendations of this Report may be invalidated, wholly or partially, by changes outside of GNN's control. Therefore, this Report is subject to review and shall not be relied upon after a period of one (1) year from the issued date of the Report. In the event that any changes in the nature, design, or location of structures are planned, the findings, conclusions and recommendations contained in this Report shall not be considered valid unless the changes are reviewed by GNN and the findings, conclusions, and recommendations of this Report are modified or verified in writing. This Report is issued with the understanding that the owner or the owner's representative has the responsibility to bring the findings, conclusions, and recommendations contained herein to the I —� Valvoline Instant Oil Change 20 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 C�r Northern, Inc. attention of the architect and design professional(s) for the project so that they are incorporated 1 into the plans and construction specifications, and any follow-up addendum for the project. The owner or the owner's representative also has the responsibility to verify that the general contractor and all subcontractors follow such recommendations during construction. It is further understood that the owner or the owner's representative is responsible for submittal of this Report to the ` appropriate governing agencies. The foregoing notwithstanding, no party other than the Client { shall have any right to rely on this Report and GNN shall have no liability to any third party who ` claims injury due to reliance upon this Report, which is prepared exclusively for Client's use and reliance. 1 GNN has provided geotechnical services in accordance with generally accepted geotechnical engineering practices in this locality at this time. GNN expressly disclaims all warranties and i guarantees, express or implied. Client shall provide GNN an opportunity to review the final design and specifications so that } earthwork, drainage and foundation recommendations may be properly interpreted and implemented in the design and specifications. If GNN is not accorded the review opportunity, GNN shall have no responsibility for misinterpretation of GNN's recommendations. -� Although GNN can provide environmental assessment and investigation services for an additional cost, the current scope of GNN's services does not include an environmental assessment or an investigation for the presence or absence of wetlands, hazardous or toxic materials in the soil, 1 surface water, groundwater, or air on, below, or adjacent to the subject property. w JValvoline Instant Oil Change 21 GNN Project No.: 217-830 Federal Way, Washington May 12, 2017 J C;r Northern, Inc. APPEND►CES (S� Northern, Inc. Appendix I ViCil7ityWap Fi ure 7 Site & Exploration Ma Fi ure 2 __j Vicinity Map Proposed Valvoline Instant Oil Change Facility Pacific Highway South Federal Way, Washington Job Number: 217-830 Date Mounted By: Reviewed By: Figure 5/11/2017 MYM KAH 1 ■ N WA SS EAS-5h LEGEND Base aerial image from Google Earth; overlayed plan titled Test Fit - Site Plan - Draft V2, prepared by CESO, Inc., dated 8/19/2016. Job Number: 217-830 LEGEND ■ = Test -pit location Site & Exploration Map Proposed Valvoline Instant Oil Change Facility Pacific Highway South Federal Way, Washington Date Mounted By: Reviewed By: Figure MYM KAH 2 5/11/2017 ci- Northern, Inc. Appendix 1► Exploratory Test -Pit Low ►Ce Chart for soil classificat►on I I GN Northern Inc. TEST PIT NUMBER TP-1 11115 E. Montgomery, Suite C PAGE 1 OF 1 Valley, WA, 99208 Spokan?—Spr e Telephone: (509) 248-9798 Fax (509)248-4220 CLIENT Cushman & Wakefield PROJECT NAME Valvoline Instant Oil Change PROJECT NUMBER 217-830 PROJECT LOCATION Pacific Highway South. Federal Way, WA DATE STARTED 5/4/17 COMPLETED 5/4/17 GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Lloyd Enterprises__ GROUND WATER LEVELS: EXCAVATION METHOD CAT 420F Backhoe AT TIME OF EXCAVATION LOGGED BY KAH CHECKED BY. MYM — AT END OF EXCAVATION --- NOTES Ap rox GPS Coords.: 47°17'26.68"N. 122°18'59.78"W — AFTER EXCAVATION. - C6 c� 0 J m W } U W a W m U) �? =g- o MATERIAL DESCRIPTION Wv 0- Uj Q J o aZ 0 W cn 0.4 FILL: SILTY SANDY GRAVEL, brown to gray, subrounded, moist, appears medium dense to dense, some cobbles, some roots/rootlets a a ii J_ Z J 0 J a 0 2.5 W 0 0 a M m N becomes blue -gray W CT W a° 5.0 a W s= X O in 6 trash & debris, including concrete, cable, light bulbs, etc. z 7.5 a_ 8.a--------- --- —-------- — Z GRAVELLY SILTY SAND, (SM) brown, moist, appears loose to medium dense, with some roots (APPARENT NATIVE) SM H 9,i7 - No groundwater encountered at time of exploration Bottom of test pit at 9.0 feet. M 0 c� m 3 U3 w z z J J W d I- ca J W W Z W [7 TEST PIT NUMBER TP-2 GN Northern Inc. 11115 E. Montgomery, Suite C PAGE 1 OF 1 Valley, WA, 99206 Spokan4!4�v e Telephone: (509) 248-9798 Fax (509)248-4220 CLIENT Cushman & Wakefield PROJECT NAME Valvoline Instant Oil Chan e PROJECT NUMBER 217-830 PROJECT LOCATION Pacific Hi hwa South Federal WaV, WA DATE STARTED 5/4/17 COMPLETED 5/4/17 GROUND ELEVATION _ TEST PIT SIZE inches EXCAVATION CONTRACTOR Lloyd Enter rises GROUND WATER LEVELS: EXCAVATION METHOD CAT 420F Backhoe AT TIME OF EXCAVATION --- LOGGED BY KAH CHECKED BY MYM AT END OF EXCAVATION IL N NOTES A rox GPS Coords.:47"17'26.44" N 122°19'0.31"W AFTER EXCAVATION _ c� o i M w m o a LU m U a- MATERIAL DESCRIPTION 3 wv Jam �J a Ix a Z = cD CD W 0.0 . �u w enninV r^--DAWPI h-- to nrav ciihrnunded- moist. aooears medium dense to dense, some cobbles, some 0 roots/rootlets, rusted metal pipe a z J_ Q W J J a a 2.5 u+ 0 a m r N N H U W 5.0 - trash & debris, including asphalt, wood, newspaper, etc. IL 7 W a N X 0 In Q EC _ 7.3 — — -- -- —-------- 7.5 POORED GRAVEL WITH SILT AND SAND, (GP -GM) brown to blueish gray, subrounded, moist, appears RLY GAFT off medium dense to dense, (APPARENT NATIVE) 0 0 z a � o N O U c GP - A GM n 10 0 in p 5 k ! 1 rA 0 r-M 12.0 y - No groundwater encountered at time of exploration x Bottom of test pit at 12.0 feet c� x m QJ 1� Lit 2 W 15 GN Northern Inc. TEST PIT NUMBER TP-3 _1 Montgomery, Suite C PAGE 1 OF 1 Valley, WA, 99206 Spokan4NU e Telephone: (509) 248-9798 Fax (509)248-4220 CLIENT Cushman & Wakefield PROJECT NAME Valvoline Instant Oil Change PROJECT NUMBER 217-830 _ PROJECT LOCATION Pacific Highway South Federal Way,WA DATE STARTED 5/4/17 COMPLETED 5/4/17 _ GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Llo d Ente rises GROUND WATER LEVELS: EXCAVATION METHOD CAT 420F Backhoe AT TIME OF EXCAVATION LOGGED BY KAH CHECKED BY MYM AT END OF EXCAVATION --- NOTES Approx GPS Coords.: 47°17'26.54"N, 122°19'0.68"W AFTER EXCAVATION. - C6 CD 0 J o liJ N W COU a 0 MATERIAL DESCRIPTION < w a2 C6 <_j a z = CD Q LU U) 0.0 " FILL: SILTY SANDY GRAVEL, brown to blueish gray, subrounded, moist, appears medium dense to dense, some cobbles, some roots/rootlets x J_ O Z J O i J Q > 25 w O a 0 a 0 m m ri �r i I MIZI - trash & debris, including brick/blocks, fabric, etc 5.0 a w U Q X - loose debris, buried metal pipe 0 a O z — 7D -1-buriedvrganicdebris,rayis —_---- -- ---- Uj 7.5 w __________________ POORLY GRADED GRAVEL WITH SILT AND SAND, (GP -GM) brown, subrounded, moist, appears medium dense to � a dense, (APPARENT NATIVE) 0 z o - becomes blue -gray 0 R a ° "I I I GPAJb n 10.0 I GM ° L I I 1 lire 3 EO v ❑ ?2.D m - No groundwater encountered at time of exploration z Bottom of test pit at 12.0 feet. Fa J� 3 GN Northern Inc. 11115 E. Montgomery, Suite C Spokane Valley, WA, 99206 Telephone: (509) 248-9798 Fax (509)248-4220 CLIENT Cushman & Wakefield PROJECT NUMBER 217-830 DATE STARTED 5/4/17 COMPLETED 5/4/17 EXCAVATION CONTRACTOR Lloyd Enterprises EXCAVATION METHOD CAT 420F Backhoe LOGGED BY KAH CHECKED BY MYM NOTES Approx GPS Coords.: 47°17'27.01"N 122°18'59.95"W w U H W m U 0-0 Ws a? vi < a z 0 Cn 0 z a x U J_ O W z J O J Q 5.0 n M TEST PIT NUMBER TP-4 PAGE 1 OF 1 PROJECT NAME Valvoline Instant Oil Change PROJECT LOCATION Pacific Hicthwey South, Federal Way, WA GROUND ELEVATION TEST PIT SIZE inches GROUND WATER LEVELS: AT TIME OF EXCAVATION AT END OF EXCAVATION AFTER EXCAVATION MATERIAL DESCRIPTION FILL: SILTY SANDY GRAVEL, brown to blueish gray, subrounded, moist, appears medium dense to dense, some cobbles, some roots/rootlets, with misc. trash & debris including wood, trees, concrete footing, etc. - loose concrete chunks/slabs - some large boulders 13`0 --- —------- — ----- - POORLY GRADED GRAVEL WITH SILT AND SAND, (GP -GM) gray, subrounded, moist, appears medium dense to GP- G dense, (APPARENT NATIVE) GM a 14.0 - No groundwater encountered at time of exploration 8ottom of test pit at 14.0 feet. GN Northern Inc. 11115 E. Montgomery, Suite C ?S�v Spokane Valley, WA, 99206 Telephone: (509) 248-9798 Fax (509)248-4220 CLIENT Cushman & Wakefield PROJECT NUMBER 217-830 DATE STARTED 5/4/17 COMPLETED 5/4/17 EXCAVATION CONTRACTOR Lloyd Enterprises EXCAVATION METHOD CAT 420F Backhoe LOGGED BY KAH CHECKED BY MYM a tea,' NOTES rox GPS Coords.: 47°17'27.12"N. 122°19'0.38"W c� 0 J o W }a v w U) 2 ~ ^ w Cc p- O 3 w a� C6 <0 W O I <Z 7 0 SM c� m 5 Cn Z) TEST PIT NUMBER TP-5 PAGE 1 OF 1 PROJECT NAME Valvoline Instant Oil Chan e PROJECT LOCATION Pacific Hi-qhwaV South. Federal Way, WA GROUND ELEVATION TEST PIT SIZE inches GROUND WATER LEVELS: AT TIME OF EXCAVATION --- AT END OF EXCAVATION --- AFTER EXCAVATION --- MATERIAL DESCRIPTION FILL: SILTY SANDY GRAVEL, brown to blueish gray, subrounded, moist, appears medium dense to dense, some cobbles, some roots/rootlets, some wood debris 5 - broken pipe and concrete debris — — — — — GRAVELLY SILTY SAND, (SM) brown, damp to moist, appears loose, trace organics (APPARENT NATIVE) becomes gray, trace cobbles - No groundwater encountered at time of exploration Boltorn of test pit at 13.0 feet. 1 GN Northern Inc. TEST PIT NUMBER TP-6 11115 E. Montgomery, Suite C PAGE 1 OF 1 ?S�v Spokane Valley, WA, 99206 Telephone: (509) 248-9798 Fax (509)248-4220 CLIENT Cushman &Wakefield PROJECT NAME. Valvoline Instant Oil Change PROJECT NUMBER 217-830 PROJECT LOCATION Pacific Highway South Federal Way. WA DATE STARTED 5/4/17 COMPLETED 5/4/17 _ GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Lloyd Enterprises GROUND WATER LEVELS: EXCAVATION METHOD CAT 420F Backhoe AT TIME OF EXCAVATION a LOGGED BY KAH CHECKED BY MYM AT END OF EXCAVATION ... C6 NOTES A rox GPS Coords.: 47°1T26.43"N. 122°19'1.27"W AFTER EXCAVATION. --- c� 0 m w T } U N a F- w W Co U U 2 EL MATERIAL DESCRIPTION Wv a� C16 <J a o 2z W U) W o.a " FILL: SILTY SANDY GRAVEL, brown to blueish gray, subrounded, moist, appears medium dense to dense, some cobbles, some roots/rootlets, with misc. trash/debris d S V J_ z 7 7 2.5 N 0 O a C9 r N buried metal pipe F4.5 W — -- — — — -— — — — — — — — — — — — POORLY GRADED GRAVEL WITH SILT AND SAND, (GP -GM) gray, subrounded, damp to moist, appears medium 5.0 ° p dense, (APPARENT NATIVE) a > o a x 0 a u Z W w 7.5 GP- GM " a 0 z z e m - becomes gray . � ti 10.0 � In� I F-A 14 10.5 - No groundwater encountered at time of exploration 0 Bottom of test pit at 10.5 feet 0 m 3 D r z z >JI 03 J w Z w C7 I TEST PIT NUMBER TP-7 GN Northern Inc. 11115 E. Montgomery, Suite C PAGE 1 OF 1 Valley, WA, 99206 Spokan?!q�v e Telephone: (509) 248-9798 Fax (509)248-4220 CLIENT Cushman & Wakefield PROJECT NAME Valvoline Instant Oil Change PROJECT NUMBER 217-830 PROJECT LOCATION Pacific Highway South Federal Way, WA DATE STARTED 5/4/17 COMPLETED 5/4/17 GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Llovd Enter ices GROUND WATER LEVELS: EXCAVATION METHOD CAT 420F Backhoe AT TIME OF EXCAVATION =- LOGGED BY KAH CHECKED BY MYM AT END OF EXCAVATION a NOTES Approx GPS Cocrds.: 47°17'26.16"N, 122°18'59.30"W AFTER EXCAVATION _ --- c� 0 J W r U = 5- a W � ¢ MATERIAL DESCRIPTION � WW J EL of Q Q W U) W 0.0 " FILL: SILTY SANDY GRAVEL, brown to blueish gray, subrounded, moist, appears medium dense to dense, some cobbles, some ti (D roots/rootlets, some wood debris z a x U J O W Z 0 7 J Q 2.5 W N IL 0 a 0 m m N H U W 0 5.Q a W 2 F U 4 ui 0 O a 0 ❑ w 7.5 r 0 a z 9 Lo x W En R O 10.0 11t] POSSIBLE APPARENT NATIVE a . m No groundwater encountered at time of exploration 3 SQttcm of test pit at 11.0 feet. R Z z 0 >JI n7 J C� W 2 W 0 Northern, Inc. <S W Kennewick, Yakima, Spokane, Hez•nziston (OR) KEY CHART USCS SOIL CLASSIFICATION X m e � ❑ LOG SYMBOLS MAJOR DIVISIONS GROUP DESCRIPTION 2S 2° OD Split Spoon (SPT) Coarse- Grained Soils <50% passes #200 sieve Gravel and Gravelly Soils <50% coarse fraction passes #4 sieve Gravel (with little or no fines) GW Well -graded Gravel 35 Y OD Split Spoon �= GP Poorly Graded Gravel Gravel (with >12% fines) I GM Silty Gravel NS Non -Standard Split Spoon P p GC Clayey Gravel ST Shelby Tube Sand and Sand Soils Y >50% coarse fraction passes #4 sieve Sand (with little or no fines) r SW Well -graded Sand r = +: ' SP Poorly graded Sand CR Core Run Sand tSM (with >12% fines) Silty Sand BG le Bag Sample SC Clayey Sand TV Torvane Reading Fine- Grained Soils >50% passes #200 sieve Silt and Clay Liquid Limit < 50 ML Silt CL Lean Clay PP Penetrometer Reading __ _ OL Organic Silt and Clay (low plasticity) NR No Recovery Silt and Clay Liquid Limit 50 qum MH Inorganic Silt CH Inorganic Clay 17 • GW Groundwater Table ., OH Organic Clay and Silt (med, to high plasticity) Highly Organic Soils PT Peat Top Soil MODIFIERS DESCRIPTION RANGE Trace <5% Little 5%— 12% Some >12% MOISTURE CONTENT DESCRIPTION FIELD OBSERVATION Dry Absence of moisture, dusty, dry to the touch Moist Damp but not visible water Wet Visible free water MAJOR DIVISIONS WITH GRAIN SIZE SIEVE SIZE 12" 3" 3/4" 4 10 40 200 GRAIN SIZE INCHES 12 3 0.75 0.19 0.079 0.0171 0.0029 Boulders Boulders =.bbl-Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine SOIL CLASSIFICATION INCLUDES 1. Group Name 2. Group Symbol 3. Color 4. Moisture content 5. Density / consistency 6. Cementation 7. Particle size (if applicable) 8. Odor (if present) 9. Comments } Conditions shown on boring and testpit logs represent our observations at the time and location of the fieldwork, modifications based on lab test, analysis, and geological J and engineering judgment. These conditions may not exist at other times and locations, even in close proximity thereof. This information was gathered as part of our investigation, and we are not responsible for any use or interpretation of the information by others. NJ 4yr Northern, Inc. Appendix ►►I Site & Ex (oration Photo ra hs Site & Exploration Photographs Proposed Valvoline Instant Oil Change Facility 4NP Pacific Highway South Federal Way, Washington Job Number• 217-830 Date Mounted By: Reviewed By: Plate 5/11 /2017 MYM KAH 1 1 Site & Exploration Photographs Proposed Valvoline Instant Oil Change Facility Pacific Highway South Federal Way, Washington Job Number: 217-830 Date Mounted By: Reviewed By: Plate 5/11/2017 1 MYM KAH 2 Ci3r Northern, Inc. Appendix IV Washington Department of EcqLogv Well Log y I've 145 RECEIVED DRILLI N , iNC. ? )1`yzL�-,r MAY 2 8 1991 Resource Protection Well Report 0 PT of ECpLUP-Y Project Nam Well Identification !i e ,/�¢ SR I� w-,r MAP-4 CourYty &Jr, 1/4 � 5 1/4 - Drilling Meth-��c - Section :� Driller Start Card I Consulting Firm— License Soil Log fl� sr. b�d�o i L t rS .5 'r5 -r Depth of Components in Feet -V rd);m 'L' 15- I • ,r Sy�o 3..�' Alw oh$P5 r Stickup on Monument Casing Type of Surface Seal Amounu_�� r ID of Riser Pipe G Type of Riser Pipe Amoun Type of Connection PIS Type of Backfill around Riser Amount rid Diameter of Borehole Screen Size or Type • 0')L — ir4 Type of Filter Material Amount Odd (S� Northern, Inc. Appendix V NRCS Sail Surve�r USDA United States Department of Agriculture MRCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for King County Area, Washington Valvoline Instant Oil Change May 11, 2017 A Z 122° 19' 3" W t Z m 0 3 O O 3 v v N D 3 R r X 9] A N �i r O Z 222YYY Cy) 9 122° 19 57"W V V N Y Z 57i7FM 11-17"rn 5237700 r.237710 52377'L7 5Y3T73u 573767D 52376BO W7890 523T700 5237710 5237720 513T730 y N �d z z z 122° 19' 3" W X CD O 122" 19 57W Custom Soil Resource Report King County Area, Washington EwC—Everett-Aiderwood gravelly sandy loams, 6 to 15 percent slopes Map Unit Setting National map unit symbol: 1 hmt5 Elevation: 0 to 800 feet Mean annual precipitation: 25 to 60 inches Mean annual air temperature: 48 to 52 degrees F Frost -free period: 180 to 220 days Farmland classification: Not prime farmland Map Unit Composition Everett and similar soils: 45 percent Alderwood and similar soils: 45 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Everett Setting Landform: Terraces Parent material: Glacial outwash with a component of volcanic ash in the upper part Typical profile H1 - 0 to 17 inches: gravelly ashy sandy loam H2 - 17 to 32 inches: very gravelly sandy loam H3 - 32 to 60 inches: very gravelly coarse sand Properties and qualities Slope: 6 to 15 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat excessively drained Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Low (about 5.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3e Hydrologic Soil Group: A Other vegetative classification: Droughty Soils (G002XN402WA) Hydric soil rating: No Description of Alderwood Setting Landform: Moraines, till plains Parent material: Basal till with some volcanic ash Typical profile H1 - 0 to 12 inches: gravelly ashy sandy loam 10 Custom Soil Resource Report H2 - 12 to 27 inches: very gravelly sandy loam H3 - 27 to 60 inches: very gravelly sandy loam f Properties and qualities Slope: 6 to 15 percent Depth to restrictive feature: 24 to 40 inches to densic material } Natural drainage class: Moderately well drained i Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately low (0.00 to 0.06 in/hr) Depth to water table: About 18 to 37 inches j Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Very low (about 2.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4s Hydrologic Soil Group: B Other vegetative classification: Limited Depth Soils (G002XN302WA) Hydric soil rating: No Minor Components Norma I Percent of map unit. 2 percent Landform: Depressions Hydric soil rating: Yes 1 Seattle i Percent of map unit. 2 percent Landform: Depressions Hydric soil rating: Yes Tukwila Percent of map unit. 1 percent Landform: Depressions l Hydric soil rating: Yes 4s� Northern, Inc. Appendix VI IlSGS Design Maps Summa►�-_r J ZUSGS Design Maps Summary Report User -Specified Input Report Title Valvoline Instant Oil Change Thu May 11, 2017 18:39:29 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.290870N, 122.31677°W Site Soil Classification Site Class D — "Stiff Soil" Risk Category I/II/III t 'Kent ovi rr gtan J MU'>'Vi 18 dig Harbor AWCIRT #c am► Federal Way + AIRP,Rx ubur 16 �Tac oma 1r •sity Place LLVP li MUCKUSHOOT y RMMrloii 167) tpaky RE'5ERMADON T� take Puyallup = �- _ 41111111119OL-_ USGS-Provided Output SS = 1.282 g S 15 = 1.282 g Sps = 0.855 g S1 = 0.493 g Sr„ = 0.743 g SD, = 0.495 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. FACER Response Spectrum Design Response Spectrum 1.4.1 1-V 1.17 1.04 a91 Q aom 4° a, am a.V aas a13 Elm Period T (sec) aCR am ae1 an ass wm ° a4a an a 3�s az7 0_la am am Period T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute fortechnical subject -matter knowledge. J (Sr Northern, Inc. Appendix VII Lateral Earth Pressure Distr►butien D►a ram ort erg Inc. ig Consultuig Engineers Environmental Scientists Construction Materials Test.' TOTAL LATERAL PRESSURE SURCHARGE (q) STATIC BACKFILL COMPONENT RESULTANT FORCE (PR) STATIC STATIC SEISMIC COMPACTION BACKFILL SURCHARGE BACKFILL INDUCED COMPONENT COMPONENT COMPONENT COMPONENT STATIC SURCHARGE COMPONENT 1/ 3 H PR = [PRESSURE VALUE] xz SEISMIC BACKFILL COMPONENT �24H-0-1 RESULTANT FORCE (PR) 0.6H PR = [PRESSURE VALUE] x z RESULTANT FORCE (PR) 0.5H --j L - PR = [PRESSURE VALUE] x H COMPACTION INDUCED COMPONENT RESULTANT FORCE (PR) 0.5H -� I PR = [PRESSURE VALUE] x H Lateral Pressure Distribution and Resultant Location GN Northern, Inc. Proposed Valvoline Instant Oil Change Pacific Highway South, Federal Way, WA Job Number: 217-830 Date I Drawn By Reviewed By I Figure RECEIVED APR 18 2018 Fidelity National Title , �M °� D OMEW FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE SCHEDULE "A" OH NCS No.17-55800 Effective Date of Commitment: Local File No. 20375056416416 _ _ August 29, 2017, at 8:00 A.M. / Version 2 Project Name: Pacific Highway South Prepared for: Valvoline Inc. Inquiries should Fidelity National Title Insurance Company be directed to: 4111 Executive Parkway, Suite 304 Westerville, OH 43081 Attn: Debra Triplett (debra.triplett®fitF.comj phone: 614-818-4826 / fax: 614-890-6969 HOW TO VIEW AND DOWNLOAD TITLE DOCUMENTS This Commitment for Title Insurance contains hyperlinks to underlying title documents using the SmartVIEW Online system of document storage and retrieval, powered by FNTG SmartSUITE technology. All of the underlying documents referenced in this Commitment are in .PDF format and may be accessed by clicking on the appropriate hyperlinks. You may then print and/or save the individual title documents to your desired location. Please note the following when using SmartVIEW Online to download your title documents: 1. Please be patient when downloading the title documents, as some may be large and can take several minutes to download. If the downloading process is complete and the documents still do not appear in your web browser, you may need to hit the Refresh button on your browser. This will begin the downloading process again and usually solves any problems you may be having. 2. If you have a pop-up blocker installed on your web browser, you may need to hold down the CTRL button while clicking on the hyperlinks in order temporarily to disable the blocker. 3. For best results, please make sure you have the latest version of Adobe Acrobat or Adobe Reader installed on your computer. You may download the latter of these by clicking here. Please let us know if you have any questions or technical difficulties viewing this Commitment or downloading any of the title documents. „ 600 University St., Suite 2424 Fidelity National Title Seattle, WA 98101 0 Insurance Company Phone: (206) 628-2822 Fax: (206) 262-6292 2ndCONMW ENT FORTtTU iNUTRANCE Issued by Fidelity National Title Company of Washington, Inc as Agent for Fidelity National Title Insurance Company Fidelity National Title Company of Washington, Inc as agent for Fidelity National Title Insurance Company, a California corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate 6 months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. IN WITNESS WHEREOF, Fidelity National Title Company of Washington, Inc as agent for Fidelity National Title Insurance Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Countersigned by: Warren Samek, Senior Vice President erry Wise, Chi f Commercial Title Officer Authorized Signature ar SEAL Randy Qmdc. President Attest K chaos Grateee, s6eh4aly 27C 101 (6/06) ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AME+ members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE Title Association. •55OCl ATION Fidelity National Title of Washington, Inc. SCHEDULE A Name and Address of Title Insurance Company: Fidelity National Title of Washington, Inc. 600 University St., Suite 2424 Seattle, WA 98101 Title Officer: Marc Wise Customer Reference No. 17-55800 1. Effective Date: August 29, 2017 at 8:00 A.M. 2. Policy or Policies to be issued: Escrow No.: 20375056-416-416 ALTA 2006 Extended Owner's Policy General Schedule rate Proposed Insured: Valvoline Instant Oil Change Franchising, Inc., a Delaware corporation Amount: $435,000.00 Premium: TBD Tax: TBD Total: TBD Extended Surcharge: Premium: TBD Tax: TBD Total: TBD 3. The estate or interest in the land described or referred to in this Commitment is: A FEE, as to Parcel A; AN EASEMENT, as to Parcels B and C 4. Title to the FEE SIMPLE estate or interest in the land is at the Effective Date vested in: KC Investments LLC, a Wash inzton limited liability company 5. The land referred to in this Commitment is described as follows: See Exhibit A attached hereto and made a part hereof. 27C 1 OIA (6/06) 1 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA � AM ElI[C •N members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land ,,,ND TIT [ "'""`" Title Association. File No.: 20375056-416-416 EXHIBIT A LEGAL DESCRIPTION PARCEL A: LOT 2, KING COUNTY INVESTMENTS, LLC BINDING SITE PLAN NO.14-104588-00-SU, RECORDED UNDER RECORDING NUMBER 20150417001245, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B: EASEMENT FOR INGRESS, EGRESS, ACCESS AND UTILITIES AS DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20010618001872. PARCEL C: ACCESS EASEMENT AS DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20150417001245; SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF WASHINGTON. PARCEL MAP 27C 101A (6/06) 2 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA � AM CIIILAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land uHo riru Title Association. File No.: 20375056416-416 SCHEDULE B - SECTION I REQUIREMENTS 1. INSTRUMENTS NECESSARY TO CREATE THE ESTATE OR INTEREST MUST BE PROPERLY EXECUTED, DELIVERED AND DULY FILED FOR THE RECORD. 2. PAYMENT TO OR FOR THE ACCOUNT OF THE GRANTORS OR MORTGAGORS OF THE FULL CONSIDERATION FOR THE ESTATE OR INTEREST TO BE INSURED. SCHEDULE B OF THIS POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING MATTERS UNLESS THE SAME ARE DISPOSED OF 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 THE 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 SHOWN AS EXISTING LIENS BY THE PUBLIC RECORDS. 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 REGULATION, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENT 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 HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES OF RECORD FOR VALUE THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT. END OF SCHEDULE B - SECTION I 27CIOIBI (6/06) ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMr IUCAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land wdD TiTu Title Association. "�"� File No.: 20375056-416-416 SCHEDULE B - SECTION II EXCEPTIONS SCHEDULE B OF THE POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING MATTERS UNLESS THE SAME ARE DISPOSED OF TO THE SATISFACTION OF THE COMPANY: 1. 04 0 4. 5. REAL ESTATE EXCISE TAX PURSUANT TO THE AUTHORITY OF RCW CHAPTER 82.45 AND SUBSEQUENT AMENDMENTS THERETO. AS OF THE DATE HEREIN, THE TAX RATE FOR SAID PROPERTY IS 1.78% FOR ALL TRANSACTIONS RECORDED ON OR AFTER JULY 1, 2005: • A FEE OF $10.00 WILL BE CHARGED ON ALL EXEMPT TRANSACTIONS; • A FEE OF $5.00 WILL BE CHARGED ON ALL TAXABLE TRANSACTIONS IN ADDITION TO THE EXCISE TAX DUE; GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF PAID; 2ND HALF PAID) TAX ACCOUNT NO.: 379790 0020 YEAR BILLED PAID BALANCE 2017 $6,068.73 $6,068.73 $0.00 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $0.00. LEVY CODE: 1205 ASSESSED VALUE LAND: $435,400.00 ASSESSED VALUE IMPROVEMENTS: $0.00 RESERVATION OF EASEMENT AND THE TERMS AND CONDITIONS THEREOF: DISCLOSED BY: DEED PURPOSE: ROAD AREA AFFECTED: EASTERLY PORTION OF SAID PREMISES RECORDED: MARCH 17, 1945 RECORDING NO.: 3455902 SANITARY SEWER LINE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: JUNE 6, 1979 RECORDING NO.: 7906060979 ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT NO. 97-0005 RECORDED UNDER RECORDING NO. 9710089007. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 27C 1 OIBII (6/06) 4 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form 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 LAND `r 1 Title Association. "1°Ow-m File No.: 20375056-416-416 SCHEDULE B — Section II (Continued) DECLARATION OF RECIPROCAL EASEMENT FOR STORM DRAINAGE SYSTEM AND THE TERMS AND CONDITIONS THEREOF: RECORDED: OCTOBER 27, 1997 RECORDING NO.: 9710270655 7. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT NO. BLA 99-0005 RECORDED UNDER RECORDING NO.20001009900005. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 8. DECLARATION OF EASEMENTS AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: INGRESS, EGRESS, ACCESS AND UTILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JUNE 18, 2001 RECORDING NO.: 20010618001872 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF AGS AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: SEPTEMBER 27, 2001 RECORDING NO.: 20010927000939 10. EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: LAKEHAVEN UTILITY DISTRICT AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: DECEMBER 3, 2002 RECORDING NO.: 20021203001407 11. EASEMENT FOR SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: LAKEHAVEN UTILITY DISTRICT AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: OCTOBER 14, 2003 RECORDING NO.: 20031014000180 12. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BINDING SITE PLAN NO. 14-104588-00-SU RECORDED UNDER RECORDING NO. 20150417001245. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 27CIOIBII (6/06) 5 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form 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 AME- LAND TITLE Title Association. ASSOCIATION F� File No.: 20375056-416-416 SCHEDULE B — Section II (Continued) 13. RIGHT OF ENTRY AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF FEDERAL WAY PURPOSE: DRIVEWAYS, SLOPES, DRAINAGE, UTILITIES, IRRIGATION AND PROPERTY RESTORATION AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: OCTOBER 21, 2015 RECORDING NO.: 20151021001670 14. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: APRIL 25, 2016 RECORDING NO.: 20160425000548 15. MEMORANDUM OF LEASE: LESSOR: KC INVESTMENTS L.L.C. LESSEE: BANNER BANK DATED: MARCH 31, 2006 RECORDED: APRIL 5, 2006 RECORDING NO.: 20060405001546 AFFECTS: SAID PREMISES AND OTHER PROPERTY 16. MEMORANDUM OF LEASE: LESSOR: KC INVESTMENTS LLC LESSEE: CSK AUTO, INC. DBA O'REILLY AUTO PARTS DATED: FEBRUARY 16, 2011 RECORDED: MARCH 6, 2014 RECORDING NO.: 20140306000392 17. 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. 18. UNRECORDED LEASEHOLDS, IF ANY; RIGHTS 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 TERM. 19. MATTERS RELATING TO QUESTIONS OF SURVEY, RIGHTS OF PARTIES IN POSSESSION, AND UNRECORDED LIENS FOR LABOR OR MATERIAL. AN ALTA "AS -BUILT" SURVEY MUST BE FURNISHED TO THIS COMPANY WHICH SHOWS THE LOCATION OF ALL IMPROVEMENTS AND REVEALS ALL ENCROACHMENTS, DRIVEWAYS AND EASEMENTS WHICH ENCUMBER THE PROPERTY. WE WILL REVIEW THE SURVEY AND WILL REPORT THE RESULTS OF THE REVIEW BY SUPPLEMENTAL REPORT. END OF SCHEDULE B — SECTION II 27C 1 OIBII (6/06) 6 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AM ERICAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE Title Association. File No.: 20375056-416-416 NOTES NOTE 1: WE ARE INFORMED THAT KC INVESTMENTS LLC IS A LIMITED LIABILITY COMPANY (LLC). A COPY OF THE DUPLICATE ORIGINAL OF THE FILED LLC CERTIFICATE OF FORMATION, THE LLC AGREEMENT, AND ALL SUBSEQUENT MODIFICATIONS OR AMENDMENTS MUST BE SUBMITTED TO THE COMPANY FOR REVIEW. NOTE 2: ANY CONVEYANCE OR MORTGAGE BY KC INVESTMENTS LLC, A LIMITED LIABILITY COMPANY (LLC), MUST BE EXECUTED BY ALL THE MEMBERS, OR EVIDENCE SUBMITTED THAT CERTAIN DESIGNATED MEMBERS OR MANAGERS HAVE BEEN AUTHORIZED TO ACT FOR THE LIMITED LIABILITY COMPANY. NOTE 3: THE COMPANY HAS BEEN ASKED TO ISSUE AN OWNER'S POLICY WITHOUT DISCLOSURE OF THE LIABILITY AMOUNT. THIS COMMITMENT SHALL BE EFFECTIVE ONLY WHEN THE AMOUNT OF THE POLICY COMMITTED FOR HAS BEEN INSERTED IN SCHEDULE A HEREOF. THE FORTHCOMING POLICY MUST BE ISSUED IN AN AMOUNT AT LEAST EQUAL TO THE FULL VALUE OF THE ESTATE INSURED IN ACCORDANCE WITH OUR RATING SCHEDULE ON FILE IN THE OFFICE OF THE WASHINGTON STATE INSURANCE COMMISSIONER. THE COMPANY MAY HAVE FURTHER REQUIREMENTS IF THE UNDISCLOSED AMOUNT TO BE INSURED EXCEEDS THE CURRENT ASSESSED VALUATION. NOTE 4: ACCORDING TO THE APPLICATION FOR TITLE INSURANCE, THE PROPOSED INSURED IS VALVOLINE INSTANT OIL CHANGE FRANCHISING, INC., A DELAWARE CORPORATION. WE FIND NO PERTINENT MATTERS OF RECORD AGAINST THE NAME(S) OF SAID PARTY(IES). NOTE 5: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT IT APPEARS THAT THERE IS LOCATED ON THE LAND: VACANT LAND KNOWN AS: XXXX PACIFIC HIGHWAY SOUTH FEDERAL WAY, WA 98003 NOTE 6: IF YOU WOULD LIKE THE COMPANY TO ACT AS TRUSTEE IN THE PROPOSED DEED OF TRUST, PLEASE NOTE THAT " FIDELITY NATIONAL TITLE OF WASHINGTON, INC." MAY ACT AS TRUSTEE OF A DEED OF TRUST UNDER RCW 61.24.010(1). NOTE 7: THE COMPANY REQUIRES THE PROPOSED INSURED TO VERIFY THAT THE LAND COVERED BY THIS COMMITMENT IS THE LAND INTENDED TO BE CONVEYED IN THIS TRANSACTION. THE DESCRIPTION OF THE LAND MAY BE INCORRECT, IF THE APPLICATION FOR TITLE INSURANCE CONTAINED INCOMPLETE OR INACCURATE INFORMATION. NOTIFY THE COMPANY WELL BEFORE CLOSING IF CHANGES ARE NECESSARY. CLOSING INSTRUCTIONS MUST INDICATE THAT THE LEGAL DESCRIPTION HAS BEEN REVIEWED AND APPROVED BY ALL PARTIES. NOTE 8: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED, PER AMENDED RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. LOT 2 FEDERAL WAY BSP NO. 14-104588-00-SU REC# 20150417001245 27C 101 Notes (6/06) 7 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA eMc- members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAJ40 T[Tii Title Association. """�n File No.: 20375056-416-416 NOTES (Continued) NOTE 9: IN THE EVENT THAT THE COMMITMENT JACKET IS NOT ATTACHED HERETO, ALL OF THE TERMS, CONDITIONS AND PROVISIONS CONTAINED IN SAID JACKET ARE INCORPORATED HEREIN. THE COMMITMENT JACKET IS AVAILABLE FOR INSPECTION AT ANY COMPANY OFFICE. NOTE 10: THE POLICY(S) OF INSURANCE MAY CONTAIN A CLAUSE PERMITTING ARBITRATION OF CLAIMS AT THE REQUEST OF EITHER THE INSURED OR THE COMPANY. UPON REQUEST, THE COMPANY WILL PROVIDE A COPY OF THIS CLAUSE AND THE ACCOMPANYING ARBITRATION RULES PRIOR TO THE CLOSING OF THE TRANSACTION. NOTE 11: PRIOR TO CLOSING PLEASE CONTACT YOUR TITLE OFFICER FOR CURRENT COURIER AND/OR ACCOMMODATION FEES WHICH MAY BE CHARGED FOR RECORDING RUNS. END OF NOTES 27C 101 Notes (6/06) 8 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA w� AMERICAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE Title Association. AIWO-110n CONDITIONS The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at <http://www.alta.org/>. 77C 101 (6/06) ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA = AAAMCAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND,rru Title Association. ""a`w nw FIDELITY NATIONAL FINANCIAL PRIVACY NOTICE At Fidelity National Financial, Inc., we respect and believe it is important to protect the privacy of consumers and our customers. This Privacy Notice explains how we collect, use, and protect any information that we collect from you, when and to whom we disclose such information, and the choices you have about the use of that information. A summary of the Privacy Notice is below, and we encourage you to review the entirety of the Privacy Notice following this summary. You can opt -out of certain disclosures by following our opt -out procedure set forth at the end of this Privacy Notice. Types of Information Collected. You may provide us with certain How Information is Collected. We may collect personal information personal information about you, like your contact information, address from you via applications, forms, and correspondence we receive from demographic information, social security number (SSN), driver's license, you and others related to our transactions with you. When you visit our passport, other government ID numbers and/or financial information. We websites from your computer or mobile device, we automatically collect may also receive browsing information from your Internet browser, and store certain information available to us through your Internet computer and/or mobile device if you visit or use our websites or browser or computer equipment to optimize your website experience. applications. Use of Collected Information. We request and use your personal When Information Is Disclosed. We may disclose your information to information to provide products and services to you, to improve our our affiliates and/or nonaffiliated parties providing services for you or products and services, and to communicate with you about these us, to law enforcement agencies or governmental authorities, as required products and services. We may also share your contact information with by law, and to parties whose interest in title must be determined. our affiliates for marketing purposes. Choices With Your Information. Your decision to submit information Information From Children. We do not knowingly collect information to us is entirely up to you. You can opt -out of certain disclosure or use of from children who are under the age of 13, and our website is not your information or choose to not provide any personal information to intended to attract children. us. Privacy Outside the Website. We are not responsible for the privacy International Users. By providing us with you information, you consent practices of third parties, even if our website links to those parties' to its transfer, processing and storage outside of your country of websites. residence, as well as the fact that we will handle such information consistent with this Privacy Notice. The California Online Privacy Protection Act. Some FNF companies provide services to mortgage loan servicers and, in some cases, their websites collect information on behalf of mortgage loan servicers. The mortgage loan servicer is responsible for taking action or making changes to any consumer information submitted through those websites. Your Consent To This Privacy Notice. By submitting information to us Access and Correction; Contact Us. If you desire to contact us or by using our website, you are accepting and agreeing to the terms of regarding this notice or your information, please contact us at this Privacy Notice. privacy i fnf.com or as directed at the end of this Privacy Notice. FNF Privacy Statement (Eff. 5/1/2015) Last Updated March 1, 2017 Copyright © 2017. Fidelity National Financial, Inc. All Rights Reserved MISCO219 (DSI Rev. 3/2/17) Page 1 Order No. 20375056-416-416-MAW FIDELITY NATIONAL FINANCIAL, INC. PRIVACY NOTICE Fidelity National Financial, Inc. and its majority -owned subsidiary companies providing title insurance, real estate- and loan -related services (collectively. "FNF", "our" or `eve") respect and are committed to protecting your privacy. We will take reasonable steps to ensure that your Personal Information and Browsing Information will only be used in compliance with this Privacy Notice and applicable laws. This Privacy Notice is only in effect for Personal Information and Browsing Information collected and/or owned by or on behalf of FNF, including Personal Information and Browsing Information collected through any FNF website, online service or application (collectively, the "Website"). 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); • social security number (SSN), driver's license, passport, and other government ID numbers; • financial account information; and • other personal information needed from you to provide title insurance, real estate- and loan -related services to you. Browsing Information. FNF may collect the following categories of Browsing Information: Internet Protocol (or IP) address or device ID/UDID, protocol and sequence information; • browser language and type; ■ domain name system requests; • browsing history, such as time spent at a domain, time and date of your visit and number of clicks; http headers, application client and server banners; and ■ operating system and fingerprinting data. How Information is Collected In the course of our business, we may collect Personal Information about you from the following sources: • applications or other forms we receive from you or your authorized representative; • the correspondence you and others send to us; • information we receive through the Website; • information about your transactions with, or services performed by, us, our affiliates or nonaffiliated third parties; and • information from consumer or other reporting agencies and public records maintained by governmental entities that we obtain directly from those entities, our affiliates or others. If you visit or use our Website, we may collect Browsing Information from you as follows: • Browser Log Files. Our servers automatically log each visitor to the Website and collect and record certain browsing information about each visitor. The Browsing Information includes generic information and reveals nothing personal about the user. ■ Cookies. When you visit our 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. When you visit a website again, the cookie allows the website to recognize your computer. Cookies may store user preferences and other information. You can choose whether or not to accept cookies by changing your Internet browser settings, which may impair or limit some functionality of the Website. Use of Collected Information Information collected by FNF is used for three main purposes: • To provide products and services to you or any affiliate or third party who is obtaining services on your behalf or in connection with a transaction involving you. • To improve our products and services. ■ To communicate with you and to inform you about our, our affiliates' and third parties' products and services, jointly or independently. When Information Is Disclosed We may provide your Personal Information (excluding information we receive from consumer or other credit reporting agencies) and Browsing Information to various individuals and companies, as permitted by law, without obtaining your prior authorization. Such laws do not allow consumers to restrict these disclosures. Please see the section "Choices With Your Personal Information" to learn how to limit the discretionary disclosure of your Personal Information and Browsing Information. Disclosures of your Personal Information may be made to the following categories of affiliates and nonaffiliated third parties: • to third parties to provide you with services you have requested, and to enable us to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure; • to our affiliate financial service providers for their use to market their products or services to you; • to nonaffiliated third party service providers who provide or perform services on our behalf and use the disclosed information only in connection with such services; to nonaffiliated third party service providers with whom we perform joint marketing, pursuant to an agreement with them to market financial products or services to you; • to law enforcement or other governmental authority in connection with an investigation, or civil or criminal subpoena or court order; FNF Privacy Statement (Eff. 5/1/2015) Last Updated March 1, 2017 Copyright © 2017. Fidelity National Financial, Inc. All Rights Reserved MISCO219 (DSI Rev. 3/2/17) Page 2 Order No. 20375056-416-416-MAW • to lenders, lien holders, judgment creditors, or other parties claiming an interest in title whose claim or interest must be determined, settled, paid, or released prior to closing; and • other third parties for whom you have given us written authorization to disclose your Personal Information. We may disclose Personal Information and/or Browsing Information when required by law or in the good -faith belief that such disclosure is necessary to: • comply with a legal process or applicable laws; • enforce this Privacy Notice; • investigate or respond to claims that any material, document, image, graphic, logo, design, audio, video or any other information provided by you violates the rights of a third party; or • protect the rights, property or personal safety of FNF, its users or the public. We maintain reasonable safeguards to keep your Personal Information secure. When we provide Personal Information to our affiliates or third party service providers as discussed in this Privacy Notice, we expect that these parties process such information in compliance with our Privacy Notice or in a manner that is in compliance with applicable privacy laws. The use of your information by a business partner may be subject to that parry's own Privacy Notice. Unless permitted by law, we do not disclose information we collect from consumer or credit reporting agencies with our affiliates or others without your consent. 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 our bankruptcy, reorganization, insolvency, receivership or an assignment for the benefit of creditors. You expressly agree and consent to the use and/or transfer of the foregoing information in connection with any of the above described proceedings. We cannot and will not be responsible for any breach of security by a third party or for any actions of any third party that receives any of the information that is disclosed to us. Choices With Your Information 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. The uses of your Personal Information and/or Browsing Information that, by law, you cannot limit, include: • for our everyday business purposes — to process your transactions, maintain your account(s), to respond to law • enforcement or other governmental authority in connection with an investigation, or civil or criminal subpoenas or court • orders, or report to credit bureaus; • for our own marketing purposes; • forjoint marketing with financial companies; and • for our affiliates' everyday business purposes — information about your transactions and experiences. You may choose to prevent FNF from disclosing or using your Personal Information and/or Browsing Information under the following circumstances ("opt -out"): • for our affiliates' everyday business purposes — information about your creditworthiness; and • for our affiliates to market to you. To the extent permitted above, you may opt -out of disclosure or use of your Personal Information and Browsing Information by notifying us by one of the methods at the end of this Privacy Notice. We do not share your personal information with non -affiliates for their direct marketing purposes. For California Residents: We will not share your Personal Information and Browsing Information with nonaffiliated third parties, except as permitted by California law. Currently, our policy is that we do not recognize "do not track" requests from Internet browsers and similar devices. 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(cr)ag.state.nv.us. For .Qregon Residents: We will not share your Personal Information and 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. For Vermont Residents: We will not share your Personal Information and Browsing Information with nonaffiliated third parties, except as permitted by Vermont law, such as to process your transactions or to maintain your account. In addition, we will not share information about your creditworthiness with our affiliates except with your authorization. For joint marketing in Vermont, we will only disclose your name, contact information and information about your transactions. Information From Children The Website is meant for adults and is not intended or designed to attract children under the age of thirteen (13).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. By using the Website, you affirm that you are over the age of 13 and will abide by the terms of this Privacy Notice. Privacy Outside the Website The Website may contain links to other websites. FNF is not and cannot be responsible for the privacy practices or the content of any of those other websites. International Users FNF's headquarters is located within the United States. If you reside outside the United States or are a citizen of the European Union, please note that we may transfer your Personal Information and/or Browsing Information outside of your country of residence or the European Union for any of the FNF Privacy Statement (Eff. 5/1/2015) Last Updated March 1, 2017 Copyright © 2017. Fidelity National Financial, Inc. All Rights Reserved MISCO219 (DSI Rev. 3/2/17) Page 3 Order No. 20375056-416-416-MAW purposes described in this Privacy Notice. By providing FNF with your Personal Information and/or Browsing Information, you consent to our collection and transfer of such information in accordance with this Privacy Notice. The California Online Privacy Protection Act For some FNF websites, such as the Customer CareNet ("CCN"), FNF is acting as a third party service provider to a mortgage loan servicer. In those instances, we may collect certain information on behalf of that mortgage loan servicer via the website. The information which we may collect on behalf of the mortgage loan servicer is as follows: • first and last name; • property address; • user name and password; • loan number; • social security number - masked upon entry; • email address; • three security questions and answers; and • IP address. The information you submit through the website is then transferred to your mortgage loan servicer by way of CCN. The mortgage loan servicer is responsible for taking action or making changes to any consumer information submitted through this website. For example, if you believe that your payment or user information is incorrect, you must contact your mortgage loan servicer. CCN does not share consumer information with third parties, other than (1) those with which the mortgage loan servicer has contracted to interface with the CCN application, or (2) law enforcement or other governmental authority in connection with an investigation, or civil or criminal subpoenas or court orders. All sections of this Privacy Notice apply to your interaction with CCN, except for the sections titled "Choices with Your Information" and "Access and Correction." If you have questions regarding the choices you have with regard to your personal information or how to access or correct your personal information, you should contact your mortgage loan servicer. Your Consent To This Privacy Notice By submitting Personal Information and/or Browsing Information to FNF, you consent to the collection and use of the information by us in compliance with this Privacy Notice. Amendments to the Privacy Notice will be posted on the Website. Each time you provide information to us, or we receive information about you, following any amendment of this Privacy Notice will signify your assent to and acceptance of its revised terms 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 with our affiliates for their marketing purposes, please send your requests to privacy@fiif.com or by mail or phone to: Fidelity National Financial, Inc. 601 Riverside Avenue Jacksonville, Florida 32204 Attn: Chief Privacy Officer (888)934-3354 FNF Privacy Statement (Eff. 5/1/2015) Last Updated March 1, 2017 Copyright © 2017. Fidelity National Financial, Inc. All Rights Reserved MISCO219 (DSI Rev. 3/2/17) Page 4 Order No. 20375056-416-416-MAW DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8`h Avenue South Federal Way, WA 98003 CITY OF { 253-835-2607; Fax 253-835-2609 Federal Way RECEIVED VrW%V,6 nffedrralWa U.CoM APR 18 2018 CITY OF FcpE 9 HAZARDOUS 1MATERIALS`NVE'I��' '' :STATEN�ENT CRITICAL AQUIFER RECHARGE AND WELLHEAD PROTECTION AREAS I. WHY SHOULD THIS INVENTORY STATEMENT BE FILLED OUT? Critical Aquifer Recharge (CARAs) and Wellhead Protection Areas (WHPAs) are considered "critical areas" pursuant to Federal Way Revised Code (FWCC) Title 14, "Environmental Policy." This inventory statement must be filled out by the applicant or agent for any proposed activity listed in Section II of this handout, and which are located within Wellhead Capture Zones 1, 5, and 10 as shown on the Critical Aquifer Recharge and Wellhead Protection Areas Maps. Please refer to the handout on Critical Aquifer Recharge and Wellhead Protection Areas for a description of the review process. II. ACTIVITIES GOVERNED BY CARA AND WHPA REGULATIONS The inventory statement must be filled out for the following activities: ■ Construction of any residential structure, including single-family development ■ Construction of any barn or other agricultural structure • Construction of any office, school, commercial, recreational, service, or storage building Construction of a parking lot of any size • Other minor new construction (see WAC 197-11-800[2]) • Additions or modifications to or replacement of any building or facility (does not include tenant improvements) • Demolition of any structure ■ Any landfill or excavation • Installation of underground tanks • Any division of land, including short plats • Change of use, which involves repair, remodeling, and maintenance activities ■ Dredging • Reconstruction/maintenance of groins and similar shoreline protection structures • Replacement of utility cables that must be buried under the surface of the bedlands • Repair/rebuilding of major dams, dikes, and reservoirs ■ Installation or construction of any utility, except for on -going operation and maintenance activities of public wells by public water providers • Personal wireless service facilities Project Name Valvoline Instant Oil Change . Applicant Ben Rlha Project Location Parcel ID: 379790-0020 , Tracking No III. TYPES AND QUANTITIES OF HAZARDOUS MATERIALS Please provide the approximate quantity of the types of hazardous materials or deleterious substances that will be stored, handled, treated, used, produced, recycled, or disposed of in connection with the proposed activity. If no hazardous materials will be involved, please proceed to Section IV. MATERIAL LIQUID allons SOLID(pounds) (1) Acid or basic solutions or solids (2) Antifreeze or coolants u max an itres orage storaon (3) Bleaches, peroxides, detergents, surfactants, disinfectants, bactericides, algaecides (4) Brake, transmission, hydraulic fluids { gear oil (60 gallon) transmission fluid (1 quart) containers (20-30 containers) Transfer case fluid (1 quart) containers (20-30 containers) Diesel Exhaust Fluid (2.5 Gal) containers (20-30 containers) (7) Cutting fluids (8) Deicing materials (9) Dry cleaning or Cleaning solvents 210 max windshield washer fluid (10) Electroplating or metal finishing solutions (11) Engraving or etching solutions (12) Explosives (13) Fertilizers (14) Food or animal processing wastes (15) Formaldehyde (16) Fuels, additives, oils, greases 2,905 max. fresh motor oil storage (17) Glues, adhesives, or resins (18) Inks, printing, or photocopying chemicals (19) Laboratory chemicals, reagents or standards (20) Medical, hospital, pharmaceutical, dental, or veterin fluids or wastes (21) Metals (hazardous e.g. arsenic, copper, chromium, lead, mercury, silver, etc. (22) Paints, pigments, dyes, stains, varnish, sealers. (23) Pesticides, herbicides or poisons (24) Plastic resins, plasticizers, or catalysts (25) Photo development chemicals (26) Radioactive sources (27) Refrigerants, cooling water (contact) (28) Sludges, still bottoms (29) Solvents, thinners, paint removers or strippers (30) Tanning (leather) chemicals (3 1) Transformer, capacitor oils/fluids, PCB's (32) Waste oil 1,000 max. waste motor oil storage (33) Wood preservatives (34) List OTHER hazardous materials or deleterious substances on a separate sheet. refer to MSDS sheets included with submittal along with A-1 & A-2 Sheet Bulletin #056 — January 1, 2011 Page 2 of 3 k:\-Iandouts\Iazardous Materials Inventory Statement Project Name Valvoline Instant Oil Change Applicant Ben Rlha Project Location Parcel ID: 379790-0020 Tracking No. IV. FURTHER INFORMATION Provide the approximate quantity of fill and source of fill to be imported to the site. A roximate uanti of Imported Fill Source of Fill Check box #1 if you do not plan to store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous material or deleterious substance listed in Section III. Check box(s) #2 through #5 (and fill in appropriate blanks) of the below table if they apply to your facility or activity. The proposed development will not store, handle, treat, use, produce, recycle, or dispose of any of fthe #1 [ ] types and quantities of hazardous materials or deleterious substances listed above. #2 [X] Above ground storage tanks, having a capacity of 600 gallons will be installed. #3 [ ] Construction vehicles will be refueled on site. max. Storage within wholesale and retail facilities of hazardous materials, or other deleterious #4 [ ] substances, will be for sale in original containers with a capacity of _ gallons liquid or mounds solid. The presence of chemical substances on this parcel is/will be for "temporary" non -routine #5 [ ] maintenance or repair of the facility (such as paints and paint thinners) and are in individual containers with a capacity of _ gallons liquid or mounds solid. Check any of the following items that currently exist or are proposed in connection with the development of the site. #1 [X] Stormwater infiltration system (e.g., french drain, dry well, stormwater swale, etc.) #2 [ ] Hydraulic lifts or elevator, chemical systems, or other machinery that uses hazardous materials #3 [ ] Cathodic protection wells #4 [ ] Water wells, monitoring wells, resource protection wells, piezometers #5 p(] Leak detection devices, training for employees for use of hazardous materials, self-contained machinery, etc. SIGNATURE 1,79- Signature Ben Riha Print Name 04/17/18 Date If you have any questions about filling out this application form, please contact the Department of Community Development's Permit Center at 253-835-2607, or permitcenter&ityoffedealway.com. Please be advised that an application for a development permit lacking the required information will not be accepted. Bulletin #056 — January 1, 2011 Page 3 of 3 k:\Handouts\Hazardous Materials Inventory Statement 1 Bond #9293877 EXHIBIT A Project: Permit #: 18-101558-00-CO CITY OF FEDERAL WAY PERFORMANCE/MAINTENANCE BOND KNOW ALL PEOPLE BY THESE PRESENTS: We, the undersigned Valvoline LLC. , ("Principal") and Fidelity and Deposit Company of Maryland , the undersigned corporation organized and existing under the laws of the State of Maryland and legally doing business in the State of Washington as a surety ("Surety"), are held and firmly bound unto the City of Federal Way, a Washington municipal corporation, ("City") in the penal sum of Eight Thousand Nine * and No/100 Dollars ($ 8,938.80--------------- ) for the payment of which they firmly bind themselves and their legal representatives, successors, and assigns, jointly, and severally. Thirty Eight and No/100 This obligation is entered into pursuant to the statutes of the State of Washington and the ordinances, regulations, standards, and policies of the City, as now existing or hereafter amended or adopted. The Principal has entered into an Agreement with the City dated Q r Jkt,201'bfor Valvoline Instant Oil Change, 34724 Pacific Highway South, Federal Way, WA 98003 - Project No. 18-101558-00-CO NOW, THEREFORE, if the Principal shall perform all the provisions of the Agreement in the manner and within the time period prescribed by the City, or within such extensions of time as may be granted under the Agreement, and shall pay all laborers, mechanics, subcontractors, and material men or women, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold the City, their officials, agents, employees, and volunteers harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of the Principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City harmless from any damage or expense by reason of failure of performance as specified in the Agreement, or from defects appearing or developing in the material or workmanship provided or performed under the Agreement within a period of two (2) years after its final acceptance thereof by the City, then and in the event this obligation shall be void; but otherwise, it shall be and remain in full force and effect. And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Agreement or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any change, extension of time, alterations, or additions to the terms of the Agreement or to the Work. The Surety hereby agrees that modifications and changes may be made in the terms and provisions of the Agreement without notice to Surety, and any such modifications or changes increasing the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this Performance Bond in a like amount, such increase, however, not to exceed twenty-five percent (25%) of the original amount of this bond without the consent of the Surety. Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the Agreement, the Surety shall make a written commitment to the City that it will either: (a) cure the default itself within a reasonable time period, or (b) tender to the City, the amount necessary for the City to remedy the default, including legal fees incurred by the City, or (c) in the event that Surety's evaluation of the dispute is not complete or in the event the Surety disputes the City's claim of default, the Surety shall notify the City of its finding and its intent, if any, to interplead. The Surety shall then fulfill its obligations under this bond, according to the option it has elected. Should Surety elect option (a) to cure the default, the penal sum of the Bond shall be reduced in an amount equal to the costs actually incurred by the Surety in curing the default. If the Surety elects option (b), then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The City shall return, without interest, any overpayment made by the Surety and the Surety shall pay to the City any actual costs which exceed the City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shall first complete participation in mediation, described in the below paragraph, prior to any interplead action. In the event a dispute should arise between the Parties to this Bond with respect to the City's declaration of default by the Principal, the Parties agree to participate in at least four hours of mediation to resolve said dispute. The Parties shall proportionately share in the cost of the mediation. The mediation shall be administered by Judicial Dispute Resolution, LLC, 1425 Fourth Avenue, Suite 300, Seattle, Washington 98101. The Surety shall not interplead prior to completion of the mediation. DATED this L day of Or WgUC , 20 6. CORPORATE SEAL OF PRINCIPAL: [PRINCIPAL] Valvoline, LLC. By: L .� (Name of Person Executing Bond) Its `rr`eSic�e.y�-rr f�i�+c__k (Title) 100 Valvoline Way, Lexin ton, KY 40509 (Address) 853-357-7189 (Phone CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the 4 + • i named as Principal in the within bond; that C.=815 , who signd the said bond on behalf of the Principal, was AwrHoNl Cm=,cl of the said . ; that I know his or her signature thereto is genuine, and that said bond was duly signed, sealed, and attested for and in behalf of said by authority of its governing body. Secretary or Assistant Secretary [For I..LC's with one officer only, use the notary block below and DELETE "Certificate as to Corporate Seal'' above] STATE OF WASHINGTON ) ss. COUNTY OF ) On this day personally appeared before me to me known to be the of that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument. GIVEN my hand and official seal this day of > 20_ Notary's signature Notary's printed name Notary Public in and for the State of Washington. My commission expires CORPORATE SEAL OF SURETY: Company of Maryland yrtoiffe--X7jh-Fa5f Sheila J. Montoya Attach Power of Attorney) Sheila J. Montoya (Name of Person Executing Bond) 8110 E. Union Avenue, Suite 700 Denver, CO 80237 (Address) 303-414-6000 (Phone) APPROVED AS TO FORM: J. Ryan Call, City Attorney ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Maryland, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by DAVID MCVICKER, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint Mona D. WEAVER, Anuj JAIN, Sheila J. MONTOYA, Charles M. MCDANIEL, Angela M. TINDOL, Janet M. ELWELL, Justin TOMLIN and John BROWNING, all of Denver, Colorado, EACH its true and lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of the By -Laws of said Companies, and is now in force. IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 9th day of June, A.D. 2017. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND �I *v 9....'❑s r Gil y}�5+.��h'k. SLAG "+#F Assistant Secretary Vice President Joshua Lecker David McVicker State of Maryland County of Baltimore On this 9th day of June, A.D. 2017, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, DAVID MCVICKER, Vice President, and JOSHUA LECKER, Assistant Secretary, of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly swom, deposeth and saith, that he/she is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. U_ yr i 1f:14 111111511,5��,' Constance A. Dunn, Notary Public My Commission Expires: July 9, 2019 POA-F 020-5028C EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V, Section 8, Altornevs-in-Fad. The Chief Executive Officer, the President, or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attomeys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attomey-in-fact to affix the corporate seal thereto; and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of the By -Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney ... Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 1 Oth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this day of , 20 t0S oe SEAL Wow Michael Bond, Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT ALL REQUIRED INFORMATION TO: Zurich American Insurance Co. Attn: Surety Claims 1299 Zurich Way Schaumburg, IL 60196-1056 VALVOLINE LLC Secretary's Certificate The undersigned hereby certifies that he is the Assistant Secretary of Valvoline LLC, a Delaware limited liability company ("Valvoline"), and that, as such, he is authorized to execute and deliver this Certificate on behalf of Valvoline, and further certifies that: (a) Anthony Puckett, Vice President of Valvoline has been delegated authority to approve on behalf of Valvoline any capital project not exceeding $2.5 million and may approve any contract or commitment provided that it shall not exceed $25 million over the term of the contract; (b) Greg Armbruster, Vice President, Real Estate of Valvoline has been delegated authority to approve on behalf of Valvoline any capital project not exceeding $1 million and may approve any contract or commitment provided that it shall not exceed $5 million over the term of the contract; and (c) Anthony Puckett and Greg Armbruster are each duly elected, qualified and acting officers of Valvoline, holding the offices of Vice President and Vice President, Real Estate, respectively, and such persons are authorized to execute and deliver on behalf of Valvoline, each document to which it is a parry and all other agreements, documents and certificates to be delivered by Valvoline. IN WITNESS WHEREOF, I have hereunto subscribed my name this 29'' day of October, 2018. VALVOLINE LLC Anthony Cieri Assistant Secretary AMENDMENT TO LINIITED LIABILITY COMPANY AGREEMENT OF KC INVESTMENTS L.L.C. This Amendment to the Limited Liability Company Agreement (the "Operating Agreement") of KC Investments L.L.C., a Washington limited liability company (the "Company"), is made as of March 3, 2012, by and between its two Members, Kuecker Ltd_ Partners, a Washington limited partnership ("Kuecker Ltd.") and Clerget Properties Limited Partnership, a Washington limited partnership ("Clerget Limited") and its Manager, Wendal H. Kuecker. RECITALS A. Members and Manager are parties to the Company's Operating Agreement dated as of March 3, 1997. B. In accordance with Section 17.3 of the Operating Agreement, the Members reserved the right to amend such agreement provided it was "...by the majority written agreement of all of the Members and the Manager." C. Article 5 of the Operating Agreement specifies that the Company shall be managed by the Manager and in Section 5A entitled "Removal" confirms that neither Wendal H. Kuecker ("Wendal") nor Douglas L. Clerget ("Doug") can be removed as Manager and that either of them may continue to serve.alone in the event the other is unwilling or unable. D. Doug is now deceased leaving Wendal as the sole Manager. E. Section 5.4 also provides for a successor Manager when neither Doug nor Wendal is able or willing to serve. F. The parties now wish to amend Section 5.4 to reflect that Wendal is the sole Manager and to provide for a different successor. AGREEMENT NOW THEREFORE, in consideration of the foregoing, the parties agree as follows: 1. Amendment to Article 5 of the Operating Agreement. Effective as of the date hereof, Section 5.4 is deleted in its entirety and replaced with the following: 5.4 Removal. So long as Wendal H. Kuecker is Manager, he shall not be subject to removal. At such time as he is either unable or unwilling to act as Manager, then Patrick Clerget ("Patrick") and Lisa Kuecker ("Lisa7% shall become Amendment to Limited Liability Company Agreement — Page I ny /•r' ., Wendal H. Kuecker Its General Partner Amendment to Limited Liability Company Agreement — Page 2 5112 01 nc060501 5112 01 nc060501 LIMITER LIABILITY COMPANY AGREEMENT OF KC INVESTMENTS, L.L.C. THIS LIMITED LIABILITY COMPANY AGREEMENT (this "Agreement") is luade and entered into effective as of March 3, 1997, by and among the Persons whose signatures appear on the signature page thereof. This Agreement supercedes all previous agreements, if any, relating to the subject matter hereof. ARTICLE 1 - DEFINITIONS The following terms used in this Agreement shall have the following 'Meanings (unless otherwise expressly provided herein): "Act" means the Washington Limited Liability Company Act (RCW Ch.25.15). "Ca ital AccountIr' means the capital account determined and maintained for each Unit Holder pursuant to Section 8.3. "Ca ital Contribution" means any contribution to the capital of the Company in cash or property by a Member whenever made. "Certificate of Formation" means the certificate of formation pursuant to which the Company was formed, as originally filed with the office of the Secretary of State on March 31 1997, and as amended from time to time. "Code" means the Internal Revenue Code of 1985, as amended, or corresponding provisions of subsequent superseding federal revenue laws. "Company" means "KC INVESTMENTS, L.L.C." "Com an Minimum Gain" has the same meaning as the term "Partnership minimum gain" in Regulation Sections 1.704-2(b)(2) and 1.704-2(d). "Deficit Ca ital AccountIF means Holder, the deficit balance, with respect to any Unit if any, in such Unit Holders Capital Account as of the end of the taxable year, after giving effect to the following adjustments: (i) credit to such Capital Account any amount that such Unit Holder is obligated to restore to the Company under Regulation section 1.704-1(b)(2)(ii)(c), as Well as any addition thereto pursuant to the next to last sentences of Relation Sections 1.704-2(g)(1) and (i)(5): and gu LIMITED LIABILITY COMPANY AGREEMENT - 1 Recording Requested By: Valvoline, LLC When Recorded Mail To: City of Federal Way 33325 8th Ave S Federal Way, WA 98003 Attn: Ann Dower, Public Works Department DECLARATION OF COVENANT Grantor (s): KC INVESTMENTS, LLC, A Washington limited liability company Grantee (s): CITY OF FEDERAL WAY, a Washington municipal corporation Property Legal Description (abbreviated): Lot 2, KC Investments LLC BSP Rec Vol 269 Pgs 8-9 (Aka Federal Way BSP No. 14-104588-00-SU Rec# 20150417001245 Complete Legal Description indicated below. Assessor's Tax Parcel ID#(s): 379790 0020 IN CONSIDERATION OF the approved City of Federal Way ("City") building permit for application No. 18-101558-000-00-CO relating to real property legally described as: Lot 2, KC INVESTMENTS LLC BSP REC VOL 269 PGS 8-9 (AKA FEDERAL WAY BSP NO. 14-104588-00-SU REC# 20150417001245 in King County, Washington, and portions of vacated streets adjoining ("Property"), the undersigned as Grantor(s) declares that the above -described Property is hereby subject to a perpetual easement for a natural or constructed storm water conveyance system ("System") and hereby dedicates, covenants, and agrees as follows: 1. City shall have the right to ingress and egress over the Property to access such easement area for inspection of and to reasonably monitor the System for performance, operational flows or defects in accordance with the City's Surface Water Management Division procedures. 2. If City determines that maintenance or repair work is required to be done to the System, the Manager of the Surface Water Management Division of the Department of Public Works ("Manager") shall give notice of the specific maintenance and/or repair required. The Manager shall also set a reasonable time in which such work must be completed by the Grantor, its heirs, successors or assigns. If the above required maintenance and/or repair is not completed within the time set by the Manager, the City may perform the required maintenance and/or repair. Written notice will be sent to the Grantor stating the City's intention to perform such maintenance. Maintenance work will not commence until at least seven (7) days after such notice is mailed. If, within the sole discretion of the Manager, there exists an imminent or present danger, said seven (7) day notice period will be waived and maintenance and/or repair work will begin immediately. 3. If at any time the City reasonably determines that any existing retention/detention system creates any conditions detrimental to the receiving surface water system, public and/or private property, the Manager may take any measures pursuant to Federal Way Revised Code. 4. The Grantor shall assume all responsibility for the cost of any maintenance and for repairs to the System. Such responsibility shall include reimbursement to the City within thirty (30) days of the receipt of the invoice for any such work performed. Overdue payments will require payment of interest at the current legal rate as liquidated damages. If legal action ensues, the prevailing party is entitled to costs and/or fees. 5. The Grantor is hereby required to obtain written approval from the Manager prior to filling, piping, cutting, or removing vegetation (except in routine landscape maintenance) in open vegetated drainage facilities (such as swales, channels, ditches, ponds, etc.), or performing any alterations or modifications to the drainage facilities contained within Property as described previously. Any notice or consent required to be given or otherwise provided for by the provisions of this Declaration of Covenant shall be effective upon personal delivery, or three (3) days after mailing by Certified Mail, return receipt requested. 6. Grantor agrees to indemnify, defend, and hold City, its elected officials, officers, employees, agents, and volunteers harmless from any and all claims, demands, losses, actions and liabilities (including costs and all attorney fees) to or by any and all persons or entities, including, without limitation, their respective agents, licensees, or representatives, arising from, resulting from, or connected with this Declaration of Covenant except to the extent caused by the sole negligence of the City. This covenant is intended to protect the value and desirability of the Property, and shall inure to benefit all of the citizens of the City of Federal Way, and shall run with the land, and shall touch and concern the land, and shall be binding on all heirs, successors, and assigns. [Signature page follows] GRANTOR: KC INVESTMENTS, LLC By:�' Wendal Kuecker. General Partner STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me Wendal Kuecker, to me known to be the General Partner of KC Investments that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. -fit, GIVEN my hand and official seal this. day o 1h, ' , 20_4� 1=-@$ -:,,- , "0. "-:r = '�gj Rev. 10/17 Recording Requested By: Valvoline, LLC When Recorded Mail To: City of Federal Way 33325 8th Ave S Federal Way, WA 98003 Attn: Ann Dower, Public Works Department DECLARATION OF COVENANT Grantor (s): KC INVESTMENTS, LLC, A Washington limited liability company Grantee (s): CITY OF FEDERAL WAY, a Washington municipal corporation Property Legal Description (abbreviated): Lot 2, KC Investments LLC BSP Rec Vol 269 Pgs 8-9 (Aka Federal Way BSP No. 14-104588-00-SU Rec# 20150417001245 Complete Legal Description indicated below. Assessor's Tax Parcel ID#(s): 379790 0020 IN CONSIDERATION OF the approved City of Federal Way ("City") building permit for application No. 18-101558-000-00-CO relating to real property legally described as: Lot 2, KC INVESTMENTS LLC BSP REC VOL 269 PGS 8-9 (AKA FEDERAL WAY BSP NO. 14-104588-00-SU REC# 20150417001245 in King County, Washington, and portions of vacated streets adjoining ("Property"), the undersigned as Grantor(s) declares that the above -described Property is hereby subject to a perpetual easement for a natural or constructed storm water conveyance system ("System") and hereby dedicates, covenants, and agrees as follows: 1. City shall have the right to ingress and egress over the Property to access such easement area for inspection of and to reasonably monitor the System for performance, operational flows or defects in accordance with the City's Surface Water Management Division procedures. 2. If City determines that maintenance or repair work is required to be done to the System, the Manager of the Surface Water Management Division of the Department of Public Works ("Manager") shall give notice of the specific maintenance and/or repair required. The Manager shall also set a reasonable time in which such work must be completed by the Grantor, its heirs, successors or assigns. If the above required maintenance and/or repair is not completed within the time set by the Manager, the City may perform the required maintenance and/or repair. Written notice will be sent to the Grantor stating the City's intention to perform such maintenance. Maintenance work will not commence until at least seven (7) days after such notice is mailed. If, within the sole discretion of the Manager, there exists an imminent or present danger, said seven (7) day notice period will be waived and maintenance and/or repair work will begin immediately. 3. If at any time the City reasonably determines that any existing retention/detention system creates any conditions detrimental to the receiving surface water system, public and/or private property, the Manager may take any measures pursuant to Federal Way Revised Code. 4. The Grantor shall assume all responsibility for the cost of any maintenance and for repairs to the System. Such responsibility shall include reimbursement to the City within thirty (30) days of the receipt of the invoice for any such work performed. Overdue payments will require payment of interest at the current legal rate as liquidated damages. If legal action ensues, the prevailing party is entitled to costs and/or fees. 5. The Grantor is hereby required to obtain written approval from the Manager prior to filling, piping, cutting, or removing vegetation (except in routine landscape maintenance) in open vegetated drainage facilities (such as swales, channels, ditches, ponds, etc.), or performing any alterations or modifications to the drainage facilities contained within Property as described previously. Any notice or consent required to be given or otherwise provided for by the provisions of this Declaration of Covenant shall be effective upon personal delivery, or three (3) days after mailing by Certified Mail, return receipt requested. 6. Grantor agrees to indemnify, defend, and hold City, its elected officials, officers, employees, agents, and volunteers harmless from any and all claims, demands, losses, actions and liabilities (including costs and all attorney fees) to or by any and all persons or entities, including, without limitation, their respective agents, licensees, or representatives, arising from, resulting from, or connected with this Declaration of Covenant except to the extent caused by the sole negligence of the City. This covenant is intended to protect the value and desirability of the Property, and shall inure to benefit all of the citizens of the City of Federal Way, and shall run with the land, and shall touch and concern the land, and shall be binding on all heirs, successors, and assigns. [Signature page follows] GRANTOR: KC INVESTMENTS, LLC Wendal Kuecker. General Partner STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me Wendal Kuecker, to me known to be the General Partner of KC Investments that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. GIVEN my hand and official seal this day of , 20 . (typed/printed name of notary) Notary Public in and for the State of Washington. My commission expires Rev. 10/17 3/19/2019 Corporations and Charities System BUSINESS INFORMATION Business Name: VALVOLINE LLC UBI Number: 604 010 947 Business Type: FOREIGN LIMITED LIABILITY COMPANY Business Status: ACTIVE Principal Office Street Address: 100 VALVOLINE WAY, LEXINGTON, KY, 40509-2714, UNITED STATES Principal Office Mailing Address: 100 VALVOLINE WAY, LEXINGTON, KY, 40509-2714, UNITED STATES Expiration Date: 06/30/2019 Jurisdiction: UNITED STATES, DELAWARE Formation/ Registration Date: 06/28/2016 Period of Duration: PERPETUAL Inactive Date: Nature of Business: WHOLESALE TRADE REGISTERED AGENT INFORMATION Registered Agent Name: C T CORPORATION SYSTEM Street Address: 711 CAPITOL WAY S STE 204, OLYMPIA, WA, 98501, UNITED STATES Mailing Address: 711 CAPITOL WAY S STE 204, OLYMPIA, WA, 98501, UNITED STATES GOVERNORS Title Governors Type GOVERNOR INDIVIDUAL GOVERNOR INDIVIDUAL GOVERNOR INDIVIDUAL GOVERNOR INDIVIDUAL GOVERNOR INDIVIDUAL GOVERNOR INDIVIDUAL Entity Name First Name Last Name THOMAS GERRALD II LAURA PENTOVA TODD GRAYBEAL SAMUEL MITCHELL JR. NICOLAS SCHMELZER JASON THOMPSON https://ccfs.sos.wa.gov/#/BusinessSearch/Businessinformation 1/2 3/19/2019 Title GOVERNOR Corporations and Charities System Governors Type Entity Name First Name INDIVIDUAL LYNN Last Name FREEMAN hftps://ccfs.sos.wa.gov/#/BusinessSearch/Businessinformation 2/2 3/21/2019 Corporations and Charities System BUSINESS INFORMATION Business Name: KC INVESTMENTS L.L.C. UBI Number: 601 773 430 Business Type: WA LIMITED LIABILITY COMPANY Business Status: ACTIVE Principal Office Street Address: 32610 PACIFIC HWY S STE B6, FEDERAL WAY, WA, 98003-6473, UNITED STATES Principal Office Mailing Address: PO BOX 34829 FEDERAL WAY, WA, 98063-3482, UNITED STATES Expiration Date: 03/31/2020 Jurisdiction: UNITED STATES, WASHINGTON Formation/ Registration Date: 03/03/1997 Period of Duration: 03/03/2025 Inactive Date: Nature of Business: PROPERTY MANAGEMENT REGISTERED AGENT INFORMATION Registered Agent Name: WENDAL KUECKER Street Address: 32610 PACIFIC HWY S # B6, FEDERAL WAY, WA, 98003-0000, UNITED STATES Mailing Address: PO BOX 3482, FEDERAL WAY, WA, 98063-3482, UNITED STATES GOVERNORS Title Governors Type GOVERNOR INDIVIDUAL GOVERNOR INDIVIDUAL GOVERNOR INDIVIDUAL GOVERNOR INDIVIDUAL Entity Name First Name LISA PATRICK FAYE WENDAL Last Name EHLE CLERGET CLERGET KUECKER https://ccfs.sos.wa.gov/#/BusinessSearch/Businesslnformation 1 /1