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18-101508
RESUBMITTED DEC 13 2019 December 11, 2019 CITY OF FEDERAL WAY Becky Chapin, Associate Planner COMMUNITY DEVELCI?IME17 City of Federal Way 33325 gth Avenue South Federal Way, WA98003-6325 Reference: File # 18-101508-00-UP; Process II Technical Comments Plant 2 LLC Car Wash, 3505316th Avenue South, Federal Way Apex Job No. 33136 Dear Ms. Chapin: The following is a response to the letter dated December 19, 2018. We have copied your questions to that letter and provided responses in red, below. BeckV Chapin, Planning Division 253-835-2641beck .chd in ci o ederalwa .com 1. Required parking for a car wash is one parking stall for each 300 square feet of gross floor area. The gross floor area of the car wash building is 4, 833 square feet, requiring 17 parking stalls. As depicted, the proposed two parking stalls and 13 vacuum stations, for a total of 15 stalls, does not meet minimum parking stall requirements for the proposed building gross floor area. Pursuant to Federal Way Revised Code (FWRC) 19.130.020(3), "Exemptions," the number of parking spaces required may be reduced if one of the following criteria is met. - a) Provides shared parking in accordance with FWRC 19.13a120 b) Provides a parking study in accordance with FWRC 19.130.080(2) Please revise the plans to include additional stalls as required or provide documentation on how you meet one of the exemptions above. • Comment noted — We are providing 17 parking stalls for the car wash. Kevin Peterson Public Works Dev. Services 253-835-2734 Kevin. etereon ci a ede elwp .com 1. As noted previously, the proposed water quality treatment system does not meet the Enhanced Basic treatment criteria of the 2016 King County Surface Water Design Manual (KCSWDM). Per Section 6.1.2 (page 6-8) of the KCSWDM, there is currently `:..no proprietary media or membrane filters (that) are approved ..in a treatment train for enhanced basic treatment." The city will allow the use of other proprietary systems that have been granted General Use Level Designation (G.U.L.D.) status through the state Department of Ecology (DOE) approval process, but that are not necessarily identified in the KCSWDM. Comment noted — storm design adjusted. Please see plans and reports provided for more details. 2601 South 35th St. #200 1 Tacoma, WA 98409 1 apexenglneering net 1 (253) 473-4494 2. No civil plans were submitted —please submit a civil plan sheet that shows two cross sections (one in each direction) across the proposed detention facility. One cross-section shall include the outlet control structure. Comment noted — civil plans enclosed reflecting cross sections. 3. As noted in the preapplication summary letter and subsequent correspondence, due to the subdivision of land (BSP)and the development of the carwash, FWRC 19.30.120, "Nonconforming Water Quality Improvements" applies to the entire site. Therefore, water quality treatment will be required for the entire site, including new and existing pollution generating impervious surfaces. Treatment options must be selected from the Enhanced Basic Water Quality Menu provided in the KCSWDM, or as noted above, those systems that have been approved for enhanced treatment under the DOE G.U.L.D. process. o Comment noted — We are no longer proposing a Binding Site Plan. However, we are showing water quality treatment for the entire site. One system for the Carwash and one system for the existing batch plant. Together these systems provide treatment for the entire site. Please see plans and reports provided for more details. Additionally, Plant 2 LLC, as applicant and owner has decided to withdraw their application, file number 18- 101511-00-SU for the proposed Binding Site Plan at this location, 3505316th Ave S. The requirement to bring the site into water quality treatment compliance will necessitate the existing concrete batch plant to temporarily shut down. In order to continue concrete production a portable concrete batch plant will be relocated on -site while modifications are made. The revised plans show the location of the temporary portable concrete batch plant. Please also see the revised landscape plan which now reflects the entire subject parcel. If you have any questions or concerns, please feel free to contact me at 253-473-4491 ext. 1116 or at harris@apexengineering.net. Sincerely, bkL c4c4 Ln' .b Colleen Harris Project Manager 26015outh 35th St. 0200 1 Tacoma. WA 99409 1 apexengineeNn im 1 R53l 473.4494 1 A i ® @ APPLICATION NO(S) 18 -1015 0 8 - 0 0 -UP Project Name Plant 2 LLC Car Wash R ESTER LAND USE APPLICATION DEPARTMENT OF CommuN TY DEVELOPMENT 33325 8`h Avenue South DEC 13 2019 Federal Way, WA 98003-6325 253-835-2607; Fax 253-835-2609 CITY OF FEDERAL WAY www.citvoffederalway.com COMMUNITY DEVELOPMENT Date Property Address/Location 1393 S 3 51 s t St / 35053 16 t h Ave S Federal Way 98003 Parcel Number(s) 2021049116 Project Description Construct a 4,833 s . f . car wash facility, upgrade existing batch plant, including a new storm system and temporarily install a portable concrete batch plant. PIN ARF. PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) X Process II (Site Plan Review) Process III (Project Approval) _ Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information CE Zoning Designation CE Comprehensive Plan Designation $14 8 , 2 0 0 Value of Existing Improvements TBD Value of Proposed Improvements International Building Code (IBC): TBD Occupancy Type TBD Construction Type Applicant Name: Eric Corliss Address: 3106 Sumner-Tapps Hwy Suite A City/State: Lake Tapps WA Zip: 98391 Phone: 253-826-5003 Fax: Email: ericc@canyoncompany.com Signature: Agent (if different than Applicant) Name: Colleen Harris, Apex Engineering Address: 2601 S 35th St #200 City/State: Tacoma WA Zip: 98409 Phone: 253-473-4494 ext 1116 Fax: 253-473-0599 Email: harris@apexengineeri g.net�� Signature: C'•f 1 � ( Owner Name: Plant 2 LLC Address: 3106 Sumner Tapps Hwy Suite A City/State: Lake Tapps WA Zip: 98391 Phone: 253-826-5003 Fax: Email: ericc@canyoncompany.com Signature: I Bulletin #003 —January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application a. Building fayade modulation and screening options: The north and south building facades are longer than 60 feet and visible from the right-of- way, and are required to incorporate at least two of the four listed treatments: Northern fagade, we propose (2) 2' deep by 53' long horizontal building modulations with an 8' wide landscape buffer. Southern fagade, we proposed horizontal building modulation along with a freestanding vacuum canopy structure adjacent to the building. b. Methods of Articulation Blank Walls Building facades visible from the right-of-way and other public spaces should incorporate methods of articulation and accessory elements in the overall architectural design. This includes methods to articulate blank walls such as described in FWRC 19.115.060(3)(b). The north fayade is visible from the right-of-way and must include methods of articulation and blank wall screening such as canopies, vertical trellis, and/or material variations. Northern fagade we propose a combination of material variations, landscaping and indentations to comply with FWRC 19.115.060(3)(b) RESUBMITTED DEC 13 2019 C17Y OF FEDERAL WAY COMMUNfTY DEVELOPMENT A�kCITY OF Federal Way- Centered on Opportunity lw� December 11, 2018 Apex Engineering Attn: Kim Savage 2601 S 35`h St, Suite 200 Tacoma, WA 98409 RE: Permit #18-105598-00-SM; Plant 2 Binding Site Plan, 35053 161h Ave S Response to Request to Waive Block Perimeter Standards Dear Ms. Savage, CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com Jim Ferrell, Mayor This letter responds to your request to waive the block perimeter requirements associated with the proposed Binding Site Plan (BSP) at the above -referenced property. After evaluating your request, review of existing conditions and property records' on adjacent properties, review of Federal Way Revised Code (FWRC) provisions (Sections 19.135.251 — Block perimeters), and direction provided by the City Council, the Public Works Department hereby denies your request to waive the required block perimeter requirement as part of the Binding Site Plan (BSP). Federal Way Revised Code (FWRC) Section 19.135.251 - Block perimeters, states (in part) that "Streets shall be provided to develop a street network with a block perimeter of no greater than 2, 640 feet.... This requirement may be modified if connections cannot be made due to: (1) Topographical constraints, (2) Environmentally sensitive areas, (or) (3) 4djacent development not being conducive. " Staff reviewed the Access Easement agreement provided with your request and found that under paragraph 6, it states that the locked gates are temporary, and not necessarily meant to be permanent. Additionally, as part of The Crossings development/binding site plan (properties to the north of the Plant 2 property), the City required that a Tract `X' be set aside for a future north -south roadway on the west side of what is now the Sportsman's Warehouse store. This Tract X aligns with the western property line of the Plant 2 property. Given the location/alignment of the Tract X on The Crossings property and the language in the access easement that the locked gates are expected to be temporary, it appears the City had anticipated the eventual redevelopment of the Plant 2 property (as well as other adjoining properties), and have begun the conceptualization of a grid road system that will provide the block perimeter standard for this larger area of commercial development. I Property Records include Access Easement Agreement, Recording No. 20050805001907, Crossings Retail Center Binding Site Plan, Rec. No. 20060306001716, and Opus NW Tract X Agreement, Rec. No. 20060306001717 We find that your request does not meet any of the exceptions for modification identified under FWRC 19.135.251, and therefore, the Binding Site Plan will have to provide the means to meet the required block perimeter standard. Our recommendation is to provide a Tract X on your property that creates a north -south connection between S 352nd St and the access roads/drive aisle on The Crossings properties. The northern terminus of this tract should align to the southern terminus of the Tract X on The Crossings property. Since it's uncertain at this time how the western portions of the Plant 2 properties are going to develop in the future, the actual physical improvements of the Tract X roadway may be deferred until such time as the remainder of the Plant 2 site is redeveloped. The conditions of this right-of-way modification will be applicable for a period of one year. If a Land Use approval is not issued within the one year time period, this waiver will be void, and a new request for modification shall be submitted. If you have any questions or concerns, please contact Kevin Peterson, Engineering Plans Reviewer, at (253) 835-2734. Sincerely, E] /alsh, P.E. Public Works Director KP:mt cc: Becky Chapin, Senior Planner Sarady Long, Sr. Transportation Planning Engineer *Project file (kp) Day file 18-105598-00-SM \\CFWFILE I \Applications\CSDC\PROD\does\save\ 1551 1 1 _78565_ 101 14619.DOC 11 /30/2 a l 8 �I Landmark Web Official Records Sear AFTER RECORDING RETURN TO: City of Federal Way Attn: Ann Dower PO Box 9718 Federal Way, WA 98063-9718 11N��In�II�INIVIINI�IV���� 20060306001717 FIRST AMERICAN AG 42.00 KING COUNTY, WA TRACT "X" AGREFMENL,- C(-k-05S 111C-%S) Grantor (s): OPUS NORTHWEST,T-.L.C., a Delaware limited liability company Grantee (s): CITY OF FEDERAL WAY, a Washington municipal corporation Abbreviated Legal Description: Portion of SE 1/4, SE 1/4, Sec 20, T 21N, R4E, WM Additional Legal Description: Exhibit "A" and Exhibit "B" Assessor's Tax Parcel ID# (s): 202104-9040,, I. RECITALS 1. OPUS NORTHWEST, L.L.C., a Delaware limited liability company (the "Grantor"), is the owner of property located in Federal Way, Washingtomand-legally described in Exhibit "A" attached hereto and incorporated herein by this reference (the "Property"). Grantor has applied for site plan approval, grading and building permits needed to build a retail development project (the "Project") to be commonly known as "Federal Way Crossings" on the Property; and 2. THE CITY OF FEDERAL WAY, a Washington municipal corporation (the "City"), has determined that a future right-of-way (the "Future Right -of -Way"), shown in the Federal Way Comprehensive Plan as a north/south connecting road, shall be constructed and that right-of-way across a portion of the Property will be needed for this road; and 3. In return for the City's approval of the Project, to avoid the need for Grantor to construct improvements at this time, and to ensure that cumulative traffic impacts of the Project will be adequately mitigated, the Grantor covenants and agrees as follows: H. COVENANTS, CONDITIONS AND RESTRICTIONS L lam' ion of Tract ". Grantor hereby designates Tract "X" on the Property, as legally described on Exhibit "B" and depicted on Exhibit "C" attached hereto and incorporated herein by this reference, as the location of the Future Right -of -Way. 2, An=ent to Dedicgtc,-�C 2.1 Grantor hereby covenants and agrees, for itself, its successors, grantees, and assigns; to dedicate Tract "X" to the City of Federal Way for right-of-way and street purposes at such time as the City determines in its discretion that Tract "X" is needed for these purposes. A Statutory Warranty Deed in a form reasonably acceptable to the City, and conveying Tract "X" to the City, shall be executed by the Grantor, its successors, grantees, or assigns, and shall be delivered to the 564003/00780/22876564/7 https://recordsearch.kingcounty.gov/LandmarkWeb/search/index?theme=.blue§ion=searchCriteriaParcelld&quickSearchSelection=# 1/11 11/30/2018 '� Landmark Web Official Records Seas --'% City within ten (10) days after demanded. The Statutory Warranty Deed shall convey title subject to taxes and assessments not yet due and also subject to those exceptions listed on Exhibit "D" attached hereto and incorporated herein by this reference. 2.2 In the alternative, Grantor hereby covenants and agrees, for itself, its successors, grantees, and assigns, to grant a private easement over Tract "X" to the public for ingress/egress at such time the City determines in its discretion that Tract "X" is needed for these purposes. A Permanent Easement in a form reasonably acceptable to the City shall be executed by the Grantor, its successors, grantees, or assigns, and shall be delivered to the City within ten (10) days after demanded. 2.3 It shall be at the City's sole discretion whether to require the dedication of Tract "X" under Section 2.1 or the private easement under Section 2.2. If an easement is created under Section 2.2, no maintenance obligations will be transferred to the City. Encroachment into Tract "X". 3.1 No structures currently encroach into Tract "X" as shown in the approved site plan attached hereto and incorporated herein as Exhibit "E". After the date hereof, Grantor, its successors, grantees and assignees shall not construct or install any structures on "Tract V. 3.2 The parties recognize that the Grantor has installed utilities, and may install utilities in the future, to serve the Project. Some of these utilities are or may, in the future, be located in the Tract "V. The Grantor covenants and agrees for itself, its successors, grantees and assigns to remove or relocate any above -grade utilities within Tract "X", such as fire hydrants, trash enclosures and light poles, and to remove any trash enclosures located immediately east of and adjacent to the building depicted as Building A on Exhibit "C", in each case, at Grantor's expense, that the City determines interferes with the construction of City road improvements within the Tract "V. 3.3 The parties recognize that the Grantor has installed 90 degree parking stalls adjacent to Tract "X" as shown on, Exhibit "C". In the future, the. City may order Grantor to replace such 90 degree parking stalls with 30- degree angled parking stalls to facilitate traffic management and safety consistent with then current City design standards, in which event the Grantor covenants and agrees for itself, its successors, grantees and assigns to so replace the parking stalls. 4. Agreement to Participate in and Not Q 4as JM, Grantor covenants and agrees, for itself, its successors, grantees, and assigns, to participate in, and not oppose, protest, or challenge, the formation of a Local Improvement District ("LID"), or the approval and execution of a Latecomers' Agreement under Chapter 20, Article V of the Federal Way City Code and RCW 36.72.010, et seq., for construction of any road or street improvement project approved by the City and designed to improve all or part of Tract "X". Timing of the formation, execution or approval of said LID, Latecomers' Agreement, or other road or street improvement project shall be determined by the City of Federal Way, in its sole discretion. To the extent permitted by state law, the City shall reduce the assessment to the Grantor for the value of the Tract "X" dedication and the improvements located thereon. 5. Amendment of Covenants, Conditions and Re,,; irtions. Grantor covenants and agrees that this Agreement may be amended only with the proper written consent and agreement of both Grantor and the City, and that Grantor shall take no action which would limit or otherwise affect the rights of the City under this Agreement without the express written consent of the City. In the event either of the parties desires to relocate the Tract "X" on the Property prior to dedication, the relocation shall constitute an amendment requiring the written consent of the other party, which consent shall not be unreasonably withheld. 564003/00780/22876564/7 https://recordsearch.kingcounty.gov/LandmarkWeb/search/index?theme=.blue§ion=searchCriteriaParcelld&quickSearchSeIection=# 2/11 11/30/2018 Landmark Web Official Records Se:"-1 6. Authority. Grantor represents and warrants to the City that the Grantor has all of the necessary power and authority to enter into this Agreement and to perform the obligations to be performed by the Grantor hereunder, and the individual signing on behalf of the Grantor has full legal authority to do so. The City represents and warrants to Grantor that the City has all of the necessary power and authority to enter into this Agreement and to perform the obligations to be performed by the City hereunder, and the individual signing on behalf of the City has full legal authority to do so. Remedies. 7.1 The parties acknowledge and agree that the rights provided to each of them under this Agreement are unique. They further acknowledge and agree that, in the event of a breach by either party of its obligations under this Agreement, any remedy at law would be inadequate and that the other party would suffer irreparable harm as a result of such breach. Accordingly, each party hereby agrees and consents to, 'temporary and permanent injunctive relief and/or an order of specific performance, in addition to money damages or other available relief, in any proceeding brought by a party to enforce this Agreement. 7.2 In the event of a breach of this Agreement, the aggrieved party may pursue any remedy available under this Agreement or any other remedy or remedies available at law or in equity concurrently or consecutively and in any order as to any such breach or violation, and the pursuit of such remedies at any time shall not be deemed an election of remedies or waiver of the right to pursue any of the other of such remedies. 8. Covenants. Colnditions and Restricts ns to Run With the Land. The covenants, conditions and restrictions contained herein shall touch and concern the land and run with the land, and the rights and obligations granted herein shall inure to the benefit of and bebinding upon the parties' respective successors, grantees or assigns. 9. Miscellaneous.: Whenever a transfer occurs in the ownership of Tract "X", or any part thereof, the transferor shall have no further liability for breach of covenant occurring thereafter as to such land which has been transferred. The City agrees to look solely to the interest of the owner of Tract "X" for the recovery of any judgment. from such owner, it being agreed that neither the Grantor nor any of the partners, directors, officers, members, managers or shareholders of the owner of Tract "X" shall ever be personally liable for such judgment. 10. Prevailing Earty. In the event of any controversy, claim or dispute relating to this Agreement, the prevailing party in a non -appealable judicial resolution of such controversy, claim or dispute shall be entitled to recover from the losing party reasonable expenses, attorneys' fees and costs. [Signature page follows.] 564003100780/22976564/7 https://recordsearch.kingcounty.gov/LandmarkWeb/search/index?theme=.blue§ion=searchCriteriaParcelld&quickSearchSelection=# 3/11 11 /30/2018 Landmark Web Official Records SeP'^` IN WITNESS WHEREOF, the City and the Grantor have caused this Agreement to be executed as this - � *- , day of G 2006. APPROVED AS TO FORM: d Patricia A. h dsan, City Attorney 564003/00780/22876564/7 TY OF FED RAL Y, a Washington unici al corp❑ ion Derek Matheson, Interim City Manager 33325 Eighth Avenue South PO Box 9718 Federal Way, WA 98063-9718 OPUS NORTHWEST, L.L.C., a Delaware limited liabilit - ompany Thomas B. Parsons, Senior Vice President 915 — I to Avenue SE, Suite 300 Bellevue, WA 98005 https://recordsearch.kingcounty.gov/LandmarkWeb/search/index?theme=.blue§ion=searchCriteriaParcelId&quickSearchSelection=# 4111 11 /30/2018 — -1 Landmark Web Official Records Se'- —) STATE OF WASHINGTON ) ) ss COUNTY OF KING ) On this day personally appeared before me Thomas B. Parsons, to me known to be the Senior Vice -President of Opus Northwest, L.L.C., a Delaware limited liability company, that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument and that ht seal affixed, if any, is the corporate seal of said corporation. GIVEN my hand and official seal this 1 r day of MIGh 2006. (signature/printed name of notary) Notary Public in and for the State of Washington. My commission expires d (a STATE OF WASHINGTON ) ss COUNTY OF KING } On this day personally appeared before me Derek Matheson;,to me known to be the Interim City Manager of the City of Federal Way, a Washington municipal corporation; that executed the foregoing instrument, and acknowledged the said,instrument to be the free and voluntary, act_ and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that be was' authorized to execute said instrument and that ht seal affixed, if any, is the corporate seal of said corporation. GIVEN my hand and official seal this t� i1� day of 2006. ow0l 11l►►►ry �tQTAAY •A'�AWN (signature/printed name of notary) #0 '14 Notary Public in and for the Laja of Washington. Z My commission expires t71 *;z'11aF W1O� 564003/00780/22876564n https://recordsearch.kingcounty.gov/LandmarkWeb/search/index?theme=.blue§ion=searchCriteriaParcelId&quickSearchSelection=# 5/11 11/30/2018 Landmark Web Official Records Se;,,� EXHIBIT A LEGAL DESCRIPTION Property Description. Lot 1 of City of Federal Way Boundary Line Adjustment No. #05-102616-000-00-SU recorded under King County Recording No. 20050816900002. 564003/00780/22876564n hftps://recordsearch.kingcounty.gov/LandmarkWeb/search/index?theme=.blue§ion=searchCriteriaParcelld&quickSearchSelection=# 6/11 11/30/2018 Landmark Web Official Records See EXHIBIT B opus Crossing Set Aside Tract X for City o.f Federal Way Properly Description: That portion of Lot I of City of Federal Way Boundary Line Adjustment No. # 05-102616- 000-00-SU recorded tuider Ding County Recoding No.20050816900002 also being a portion of the Southeast Quarter of the Southeast Quarter of Section 20, Township 21 North, Range 04 East, W.M. and more particularly described as follows: BEGINNING at the Southeast corner of said Lot I; Thence North 88°32' 58" West along the South line of said Lot 1 for a distance of 328.92 feet; Thence North 01'34'16", East-iirsng the West line of said Lot 1 for a distance of 135.00 feet; Thence North 88° 32'58" West along the South line of said Lot 1 for a distance of 501.82 feet to the True Point of Beginning;, Thence North 01 °47'21" East, parallel° with the West line of said Lot 1 and 25.00 feet Easterly thereof as measured at right angles to said West line, for a distance of 413.24 feet; Thence North 88'12'39" West for a disEancc of 25.00 feet to the Northerly extension of the West line of said Lot 1; Thence South 01047'21" West along said Northerl3, extension and said West line for a distance of 415.67 feet to the South line of Said Lot 1; Thence North 65°33'22" East along the South line of said Lot 1 for a distance of 5.23 feet; Thence South 88132'58" East along the South line of said Lot 1 for a distance of 20.31 feet to the True Point of Beginning. Containing 10,338 square feet, more or less. PAP041,04732.231D0CS!EXHTB1TB TRACT Z DESC;RIPTION.doc https.Ilremrdsearch.kingcounty.govlLandmarkWeblsearchlfndex7theme=.blue§ion=searahCriteriaPareelld&quicksearch8olectivn=F 7/11 11/30/2018 Landmark Web Official Records Se: EXHIBIT C - MAP OF _TRACT X SET ASIDE TRACT X FOR CITY OF FEDERAL WAY 1 Sp J Sp• LOT 1 r ; CITY OF FEDERAL WAY BLA # 05-102616-000-00—SU ��Q 1 REC. #20050816900002 25.00' ' HATCHED AREA = !r SET —ASIDE TRACT ' I N LINE S. 1 2. SET /4. SEl /4 SEC. 20 T.21__IR4E W M. j Z' ✓. 2.5.00' �� �' EN Pr, — . W. LINE SE1 /4, SE I /4 ¢ N f SEC. 20 T.21 R4E rrl' Z O 16 10.00' PO?ER ESM'T I ROADWAY & WITHIN TN WEST 20'— ' DRAINAGE i �`' EASEMENT 40.00' TAX LOT# GAS LINE i 202104-9132 EASEMENT rf 10'00' �r- — 9 GAS LINE N 8832 58- W F.ty ' N. LINE OF S. 310' V SE1/4, SE1/4 20-21— iAX LOTR TAX LOT // 202104-9059 202104-9116 1601 2nd Avenue Suite 1000 Seattle, WA 98101 p. 206:441.1865 j f: 20fi.448.7167 SCALE: 1: 100 CPAC FILE: \4732—exhibil.dwg Civil j Structural Planning I Survey DATE: 01 / 16/06 An Engineering Services Company paceengrs.com PROJ. NO.: 04732.23 https://recordsearch.kingcounty.gov/LandmarkWeb/search/index?theme=.blue§ion=searchCriteriaParcelId&quickSearchSelection=# 8/11 11/30/2018 '�i Landmark Web Official Records Se'- EXHIBIT D Real estate taxes and assessments not yet due and payable. 2. Facility Charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for water or sewer facilities of Federal Way as disclosed by instrument recorded August 4, 1986 under recording no. 8608041129. 3. The terms and provisions contained in the document entitled "Easement Agreement" recorded September 7, 1960 under Recording No. 5199091 of Official Records. The easement contained in said agreement lies within the South and Southwesterly portions of Lot 1. 4. Easement, including term .Sand provisions contained therein: Recording Information: November 12, 1963 as Recording No. 5662764 For: Road and utilities; roadways Affects: The South and Southwesterly portion of Lot 1, lying within strips of land 20 and 40 feet in width 5. Covenants, conditions, restrictions and/Or easements: Recorded: November 10, 1988 Recording No.: 88'11.100823 6. The terms and provisions contained in the document entitled "Agreement Concerning Access Easements" recorded August 5, 2005 as Recording No. 20050905001907 of Official Records. By and between., Gerald B. Barkshire, a single person, and Robert F. Barkshi.re, Jr. and Susan Anne Game, husband and wife, FWS Properties L.L.C., a Washington limited liability company ("FWS"), Opus Northwest, L.L.C., a Delaware limited liability company ("Opus"), and T & S Properties, L.L.C., a Washington limited liability company ("T &S"). 7. Terms, covenants, conditions and restrictions as contained in recorded Lot Line Adjustment (Boundary Line Revision) 05-102616-000-00-SU : Recorded: August 16, 2005 Recording Information: 20050816900002 8. The terms and provisions contained in the document entitled "Agreement (Federal Way Crossings)" recorded September 29, 2005 as Recording No. 20050929002959 of Official Records_ By and between, Opus Northwest LLC and Lakehaven Utility District, King County, a Municipal Corporation. 9. Easement, including terms and provisions contained therein: Recording Information: 20060105000410 In Favor of: Puget Sound Energy, Inc. 564003/00780/22876564/7 https://recordsearch.kingcounty.gov/LandmarkWeb/search/index?theme=.blue§ion=searchCriteriaParcelld&quickSearchSelection=# 9/11 11 /30/2018 Landmark Web Official Records Sefo) For: gas and electricity Affects: 10 feet in width having 5 feet of such width on each side of the - centerline of facilities as now constructed, to be constructed, extended or relocated 10. Rights of tenants, as tenants only, in and to the Property, as common areas under unrecorded leases. 564003/00780/22876564n https:/lrecordsearch.kingcounly.govILandmarkWeb/search/index?theme=.blue§ion=se arch C rite ri a P a rcel id&quickSearchselection=t 10/11 11130/2018 Landmark Web Official Records SF i i 's (M US) 'S 6Mp-Zl-10-90 j!9!uxd uold aj!S XZZ8d03d\SiI9IHX3 \SONIMddaZ\H191—HI2�—ONIX\snd0\ADMpaj\uo16u!ysoM\:8 w W 2 X w r^ Z 0 O o Z 10 CO L o Cf) �QZ U�J Qua. �Qw J CO QQ w, 00 w W ww w h N Ln 00 0 Ln L Ln F�, r LL I https://recordsearch.kingcounty.gov/LandmarkWeb/search/index?theme=.blue§ion=searchCriteriaParcelld&quickSearchSelection=# 11/11 I0,2:�/65513- SDI November 21, 2018 EJ Walsh, P.E. Public Works Director City of Federal Way 33325 8th Avenue South Federal Way WA 98003 RECEIVED NOV 17 2018 CITY Ay COM UNITY DEVELOPMENT RE: File #18-101511-00-SU; Binding Site Plan Technical Comments Plan 2 LLC Car Wash, 35053 16th Avenue South, Federal Way Dear Mr. Walsh: In response to the technical comments received from the City of Federal Way's Traffic Division, we respectfully request your consideration of a right-of-way modification request for the block perimeter requirement outlined within FWRC 18.55.010, FWRC 19.135.251 and RWCP Policy TP4.2. Specifically, 19.135.251 Block perimeters states: Streets shall be provided to develop a street network with a block perimeter of no greater than 2,640 feet, as measured on centerlines. This requirement may be modified if connections cannot be made due to: (1) Topographical constraints (2) Environmentally sensitive areas (3) Adjacent development not being conducive. This right-of-way modification request is to waive the requirement for a 'new north/south connection to be provided between the existing private roads to the north and S 352nd Street either along the west property line near Sportman's Warehouse or through the middle of the property at the existing stub out near LA Fitness'. With the development of The Crossing Retail Center under BSP 04-102097-SU by Opus in 2005, an east/west fire access easement was established between multiple properties. However, in acquiring that easement, there was specific language included within this multi -parcel easement that required Opus to install gates that would be accessible for Fire Department use only. A copy of the easement (recorded under AFN 20050805001907) is attached for reference. You will note that within paragraph 2, Opus was required to install those gates specifically to prevent tenants and customers from using the easement area — as such, the easement is strictly for fire access and is not to be considered a private road. Any attempt to dedicate and construct a new north/south right-of-way through this fire access easement would be prohibited by the language of this multi -parcel easement; and therefore, we request a waiver be granted. 2601 South 35th St. #200 1 Tacoma, WA 98409 1 apexengineering.net 1 (253) 473.4494 O 7C d If we can provide any further documentation to assist you in your review and approval of this modification request,_please.let-me know. .i f i... . Sincerely, Kim Savage, PE Principal 2601 South 35th St. #200 1 Tacoma, WA 98409 1 apexengineering.net 1 (253) 473-4494 O kv /d ti -kePirded a� th,Rquest of Russell F ToiVie"y P.S. Tousley Brain StcPSen PLTC % 1700 Seven&AVenuq! Suits 2 08 C141C 90 RTLE AS 0 907 AGO 54,00 IMA 12 OA"�o KUM! V23 COUNTY, WA Seattle, WA 9,81014332." j •J. Abbreviated Legal Description: P6qIQII of : thf` Southeast--ou0i1q.-of the Southeast Quarter of Section 20-21N.41i." Full legal d6§Mjptiws on Exhibits B-1, 9 2, U-3 anq.AA'..' Tax Parcel lD $J,os. 202104-9142-07; 202164,9129-04;,�O2'164.'9046-00, 26104-9056- 01; 202194-,9145r06; 2021049036-06; 202104-91419»QP'; 20`2104-0150-66; Ib2.04-9104- 03--- 202.1044909$,-04; 202104-9123-06; 202104-9121.06-;�. 2(fi-10 _`_903;,;--'2*gj04_ql6.4, 4 202104=915 , 5; 20; 104-9043-07- 202104-9059-084 202104-01-4 b4-9116-09' T_ --'�QkEEMWNT 0 MMGAMMEASHMENTS .......... "r�4CF This AqREEMENT CQNCERNRNa ACCESS EASEMeM "Agreement")ds"Agreement") dated agofthe -'I.M.+.diy.'�Oply, fJi-', is by"and betwem4 GERALD B. BARKSHIRE, a single person, and R0B14tTk,_.PARKSft9U' SUSAN ANNE GAME, husband and wife (individually and collo-#i %"FWS PROPERMS LLC., mely,:` Barkshiie Washington limited OFUS-NQkfwn- LLC., a Delaware limited liability company MW% apd T&S�;PROPaTIBS, Ll�-C .� -1 ?.* , ��. a Washington limited j liability company C'T&S"X and is made�Pm,4he f0IIdwhWvqvenants anid.,conditions- A. Opus owns certain real property situated ik the r " on ...y Of.P0d6W'-Way`% yIjQg County, Washington, upon which it intends to build.tbb shopping ed'ritef . I&Idbit A ��hown attached hereto (the "Opus Land" ). Exhibit A is haeafbii refwed tq-.i'the P61;`iknd any reference to a "Building" means a bu00d&g on the hereafter s Wd shown on the Site Plan. The Opus Land is described on Exhibit 2321AMV182762.2 1 B. Barkshire owns the property shown on the Site Plan as "Berkshire Land' including the south forty feet thereof (the "Barkshi e Roadway Easement Area") Oprtini'ately Iocated and shown as such on the Site Plan. The Barkshire Land is described ore Fxlifbit 8 2 attached hereto. C. F WS- owns the prppelty shown on the Site Plan as "F'WS Land," The FWS Landis describedon Cxhibit $-3 attached hereto. D. T4cS 0%%S the properly shown on the Site Plan as "T&S Land." The T&S Lard<is described on Exhibit B4 akfachedhereto, E. yAs"used in this AgreenreitA "Roadway Easement Area" means, collectively, the Barkshire Roadway Easement Area. and the roadway shown on the Site Plan which connects the Barkshke Roadway Easement Area to I6P,'. Aventre Sarxtlr (SR 161). F. The parties leave existing easelnettt, rights pvcr" portions of the Roadway Easement Area which have been created by the. instrdrj$-recoixied in the Records of King County, Washington under Reeording Numb4s 44417g9, 5139587, ` 5199091, 5662764, 5662765 -and 8011050835, 9002120795 ancVor' 9b10221U96 (collectively, thq,'T zisting Ins 'W tiuments G: In satisfaction of the requirements of Modified Findings 5 and 5:and Modified CoAditiaa 2 set forth in the Modified Land Use Decision alated June 2,,2005 from the Director of Community Development Services to City File No. 04-142995,UP, Process'III decision which -was issued M4y.13, 2005, each of the Owners wishes, by the$ Agreement to confirm 'their. rnutol agreement treat_Opuswill make certain improvements to the:.Roadway Easement Area vii the Opus Land an' d the T&S Land and that fi-om and after uistallation of such improvements, -use of the Roadway Easement Area be restricted as hereinafter set forth. NOW, THEREFORE, for end iri, consideration the mutual covenants and agreements herein contained, receipt` ,and § fficiency of which is hereby fully and unconditionally acknowledged, & p4rEies hereto do hereby. agree as -fellows: 1. Opus will, it its sole -cost and experrsey re=gtA& the Roadway Easement Area south of Buildings B, C, E art fi,;.and install bittern a-307foot wide paved roadway and a keystone retaining wall on the Opus Lind rtorWof its soutb..property line, mud leave sufficient space beuveen the retaining wall and the roadway for' a 5-fo6t wide laridscape buffer. As a result of the fbrogoing, the west end of the -load will b� at tl c existing grade of the eastern terminus of the roadway in the Barkshire Roadway:Easoment Area. Dpus' will a1so; _at its sole cost and expense, in the Roadway Easement Area ti est of Ottilding•b, itistil,ll a new retaining wall along the west boundary of the easement and re -grade from the east:-face.tif the retaining wall to the eastern edge of the Roadway Easement Area `as established by. -the :Existing 2321/088/182762.2 2 lnstrulncnts, together :measuring 40 feet in width in the segment west of Building G on the Site Plan. Otherwise, the existing dirt access road on the Opus and T&S Land will remain in its pment condition and location, measuring 45 feet in width in the segment south of Building G on the Site Plan, in accordance with the Existing Instruments. Any safety impirivemennts or devices such as handrail ar guaidrail required will be supplied and installed by 00us. 2. 'Qpiis Will. Also, At it eesst� install gates in the locations shown on the Site Plan, the pniii ipal..purpose bf`y+hich is�to.,prevegf to "nts and customers of Opus, shopping center hoar using the. Roadwa}r Easgarnent Area The gates will stand normally closed and will contain control dr:,vices: that enable servipe, vehicles and staff of Buildings B, C, D, E and F and the Fire f7 rtment to open the pteg in order to get to the service areas of Buildings B, C. D, E, and F, and that will r"lose the gates autntuatically after a vehicle passes. It will be tite responsibility of CVUS to maintain the gates so_ --that th prescribed manner. e} continue to operate in the 3• T&S hereby conveys:and grants to Opus a tewn!)QfiLry cOtxstruction license over the T&S land adjacent to the Opus T�atid 4 reasmably necessary to enable Opus to.,do the re- grading and to instal] the retaining wails cti rtemplaisd by this A&cemept tiittil eal su6h re- grading and installation has been completed. A.h :canstructift shall bd: Vdcrtaken in accordance -with all applicable laws, codes and requirement: M. desigwa' 110 construction costs shall 1}e paid for by Opus, and irr no evens shall Wit; permit any'liens of encumbrances torarise,bn a0y portion of the T&S Land or the Roadway Easernent.Area `in 004riection with the caxistruction and ,installation of these and any other improvements by Opus and Opus mhereby agrees to indimnify T&S, FWS and Barkshire against any such -Hens. In order to minimize' interference with business operations on the T&S Land, Opus -will give T&S not 'lqs than l0;bge1ness days prior notice of the description of the work to be done on the T&S Laird pursuant:to the he6- rise`creat4by. this Paragraph 3. 4. Except as,sei forth`in Paisgraph 2, Opus, its tenants and invitees, will, upon completion of all .impraveriients Gont6npWed by Paragraphs 1 and 2 above, have no further right to use the Roadway Easemeq Area f©r vehicular or pedestrian ingress and egress. S. Barkshire, FWS and' T&S, 21rrd their ' tenants and . invitees, shall continue to have vehicular and pedestrian access ion the rritir�e Roadway Easement Area between 1 d'�` Avenue South (SR ibl)and Pacific Highway South {SR gYLand Harkshire, FWS and T&S hereby relinquish any and all rights to itse ally portion of tlte`Qpus:.Land, except the portion thereof in the Roadway Easement Area on the%Opus Laird idits condition otr-tlte date of this Agreement, or in its condition after Opus has made the' changes to the roadway in the Roadway Easement Area contemplated by Paragraph 1 of this Agrc emcl t 2321 /0891182762 3 6. The parties agave that the gates on the property as located on the Site Plan are teiti ra nd will be removed when an alternate public circulation route to the Roadway setnent is created. 7. Tbis Agreement is conditioned upon written certification by Opus' eiiginee"lsu veyor to Barkshire and TO that the easement areas described in the Existing lnstruinebts are identical to are Roadway Easement Area as reflected in Exhibit A. $; This Apfetnent is ,wiper conditioned upon apptgval by the City of Federal Way of the Sid Flan; with no changes..to:the Roadway Easement Area except as set forth herein. 9. The obligations of Opti i'set fbith herein burden thg! Opus Land and benefit the Berkshire Laud, FWS Viand and TO Land; and are intended by'tlie parties to run with the land and to hind and benefit their respective successors Mtitle. ` 10. In the event of any,inconsistency be6veen tfic existing instruments and this Agreement, the provisions of this Agieeemrx�t shall control. - l 1. This Agreement may be executed i,a-bounterparis, t ie signature and ` acknowledgment pages of which, together, will constitute one and the same do .uirient, I [Rerrraiyidel• ofpage intelrlion allyyleft blank j' 232110BUIR2762.2 4 le y. ti r. BARKSH M: Gerald B. Barkshire " Robert F. Oarkshlre, Jr. Susan Anne_-Garre'. STATE OF W ASHIN'GTON } I c ceiti£y . that I know or have satisfactory evidence that- GERALD D. BIi;RKSIREtE is the person who appeared before me, and said person aikgdwiedged that helshe..signed this instrument and acknowledged it to be his/her free and voluntary Act for the uses and purposes-rnentioned in the instrument. Dated: 5 2005. NOTARY -PUBLIC {SignaEttre of Notary Peiblic} BARBARA HARMAK:' STATE OF WASHINGTON�.� My Commission Expires July 7, 20ce {Printed Name of-Wotary Public} Ivey Appointment expirtrs �!�(� Effort Unknown doemnent property name. 5 } STATE OF WASHINGTON } ss. COUNTY OF I certify that I know or have satisfactory evidence that. ROBERT F. BARKSHIRE,-]R is the person who appeared before me, and said person acknowledged that helshe ;signed this instrume.ni anti acknowledged it to be his/her free and voluntary act for the uses,.ai'id purposes mentioned in the instrument. NOTARY Pi18LIC SARBARA HARMA{V (Sigri t�reafNotary Pui.lic): STATE OF WASHINGTON f �y Cdrn�n!bslon ExahFs nary 7, 2iruE.. (Printed Name oPNgfaryPublie)- My Appo ntrrient expires '% Z/j�) STATE OF WASHINGTON ) ' COUNTY OF f L° h ....... r �. Tcertify that I know or have satisfactory evidence that SUSAN ANNE GARRE is -the person who appeato t efore me, and said person acknowledged that he/she signed this ins"inent and acknowledged it,.to be his/her free and voluntary act for the uses and purposes mentioned in the instrument:'c. r .. 2 Dated: 5 2oDs. NOTARY PUBLIC �— BARBARA HARMAN Sig attire otNotary. STATE OF WASHINGTON 1 My Commission Expires July 7.2N6 �jr'�c tiaWW, A4.- (Printed Nary a of notary Public) My Appointment expires.oA Error! Unknown document property name. 6 • T FWs, VWS FROPERVE"a L.L.C., x Washington limited liability company Its• STATH &WAsrwGrOx . COUNTY -OF KING ? On this 'ZO• •day of ' 2405, before mer the ► aderaig>3ed, a, Nataty Public in and for the StatC a : l�sbivon;•perwnal]!y appeared tome known to ire the ' of FWS -PRt] R1�E5 L.L.C., a Washington linflted liability company, an acknowledged the said instrmo6ol be the free slid voluntary act and deed of said limited h biii mpauy; for the uses alai . ' purppses therein meratioaed, and on oath stated -thief #e! eauthorid=to execute the sa#d instr cnt'an behalf of said limited liability comp.My. WITNESS MY HAND AND OFFICIAL SE41 hereto 'affixed the day And year first above written. M. -. r f . r: U �4IARy i dtost' I10TARY P LiC in S'vPWahn�ttn,e • � ' �UBt.ti� My cnrnmssaion • ' . ►u►rrrrgnrt►ti'tt . ;. ,Y3111486/18�9612 7 OPUS: OPUS NORTHWEST, L.L.C., a Delaware limited liability company B�. 11)omas B. Parsons, Vice President STATE OF Wf1Sf-IINGTON ]' COUNTY OF MG On this 4A day n1'., . 2005, before me, the undersigned, a Notary Public in and for the Sfate of sli7ng0n, PerspitaIjy appeared Thomas B. Parsons, to me known to be the Vice Presidc'tt.of'QPUS NORTHWEST, rr:f .c.; a. Delaware-jmited liability.:cbrnpany, and acknowledged the said iristiument to be the free and voluntary act and deed of 84id limited liability company,'ror tllf .useq and purpose,, tWein mcnti6nod, and an oath staled that he was authorized to execute the said -instrument on b6alf.,O 'said liirrited fialaiility company. WITNESS MY HAND AND OFFICIAL SEAL hereto4ffZxM the day Lind year first above written. �119� �� 5 1�'ame . 6�h NOTARYPUB N LI n and for the State or Wash ir+ . t��n, ���bN . i U .A& AONT q = wilding at, ! My conirnission expiM S. 'PUBLIC irs rS 4trt- -9 yf�'- is.o� r�•l�o� y. ?�zirnBBri s2�G2z g ti 's• • f T&S: T&S PROPERTIES, L.L.C., a Washington limited liabitih, company Its: ` STATE OF WAS+ HINGTON ).. COUNT' OF JE94&IfrRc_E y On this dayof � . -�- :' : `, 2a[}5; heI'ore.tne, the undersigned, a Notary Public in and for the S of Was/ ington, persbwi�tlIy dppearesJ A Cbr�)ss , to me known to be the ;` f T&S PROPERTIES, L.i,C., a Washington limited liability cosnpaiiy;:a"Was1imgtoli limited Iiability company, and acknowledged the said'instr&nent to be -the free'and voluntary act and deed of.said limited liability company, for the uses and.purposes therein me.ndoned, and on oath stated -that he/she was authorized to execute tlie=said.i.nsirument on,behalf of said limited liability company, ,r WITNESS M HAND AND OFFICIAL SEAL hereto affixed the day and year -first above writt . ame ;� �yptARY + NOTAtWY'1pUB 1C in and for the State of Washingtonco , residing 4t L.oke pUsIA c C1 .i y roz;#ntission expilei res ++ gj.'••..... � ; +ta��F OF'WNS� 4 I I [4* cl; 2321/088/182762,2 EXHIBIT B-1 TO NON-EXCLUSIVE ACCESS EASEMENT AGREEMENT .. .Descri tiorl v!'U 1as I1a11d Order No.: 579071 THE LAND REFE[1m TO`IS' SITUATED] 1N.TITE STATE OF WASHINGTON, COUNTY OF. R,%NG, AND'IS DESCRi1381) AS FOLLOWS: PARCEL A: THAT PORTION OF THE NORTHEAST QUARb3R OF THE 50 - THEAST QUARTER OF THE SOUTHEAST QUART$R : LYING SpUtli `RLy OF THE SOUTI-IERL,Y- MARGIN OF PRIMARY STATE'- HIGHWAY . NO. 2; SKTT0,N 20,1 TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMEToff.MgpIDIAN; , IN.. KING GOC]NTY, WASHMI&ON, MORE PARTICULARLY'i?ESCRIt3IrU AS 179Q OW5: ' BEGINNING AT A BRASS MONUMENT MARKING. THE Spt)Tj1FA ' . COitNER or 5E T1UN 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMET'TE MERIDIAN, IN KING COUNTY;'WASHINGTON, BEING A POTNT NEAR TTTE CE`NTFSRLiNE OF STATE SECONDARY HIGHWAYIGHIGHWAYWAY NO.5D, THENQ5 NORTH 0.3122".EAST 709,50 FEETALONG THE SEC'1'IONtINE- COMMON 170 SEC'.Tl THENCE NORI'1I 89628'38.' WEST �0 FEET TO THE WEST BOUNDARY OF SAID HIGI IWAY AND THE TR[1F? P0I1VT OF BEGINNING OF THIS DESCRIPTION; THENCE FROM SN16 TRUE .POINT QF 83E -INNING NORTH 89°44'38" WEST 600 FEET; THENCE NORT14 003122"EAST 475 FEES` TO THESOUTH BOUNDARY OF SOUTH 348'" STREET; THENCE SOUTH 8904438" EAST 660 FLAT ALONG SAM'SOU fI LINE TO THE NAMST BOUNDARY OF SAID HIGHWAY; THENCE SOUTH 003172" WEST 475 FEP-"T, --LONG SAID BOUIyDARY,TE} THE TRUE POINT OF BEGINNING; EXCEPT THATPORTION THEREOF CONVEYED TO -IE & YIOp 17 :1; R A WAY - BY DEED RECORDED UNDER RECORDING NUMBER 95fl224D39; AND ... ..,.... 2321/088/192752.2 1 2 i lXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON : BY -DEED RECORDED UNDER RECORDING NUMBER 9702031205. ;'THAT PORTIO'rI;OF THE -:SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SscrION 20;:TOWNSHIP 21 NDRTki RANOT-_ 4 EAST, WTLLAMETTE MERIDIAN, IN Ki'NG couN.TY, WASHI1vGT0N, DESCRIBED AS FOLLOWS: COMMENCING. AT A POINT ON THE SOUTH LINE OF SAID SOUTHEAST QUARTER A DISTANC1r bF 921.92 FEET. WE$Z'OF THE SOUTHEAST CORKER THEREOF; THENCE NORTH 00403141" -WEST TO TI'E NORTH. LINE OF THE SOUTH HALF OF SAID SOUTHEAST QUARTER OF THE•SOU' THFIAST.QUARTIrR; THENCE EASTERLY ALONG SALp PIORTIT LINE A''DISTA-Nq_F. O0 .. 482 FEET TO 'i'HE TRUE PAINT OF BEGINNING; THENCE SOUTH 00003'4 V EAST A DISTANCL•O0 200 FEET;' ' THLNCI iNESTV-1ZLY, PARALLEL WITH THE NC]'RTl-i LINE OF- SApD- SOUTH HALF 4F 'I'ii : SoUT1 EAST QUARTER OF THE SOUTH FAST'-QUARTE1i A'DIS,TANCE OF 200 FEET; T1rIENCF, SOi�`111 000034 P FAST TO THE NORTH LINE OF THE SOUTH 310 FEET OF SAID ,quBDIWISION; THENCI,'I?,ASTEIiLY,;.ALONCr"SAID NORTH LINE TO A POINT WHICH IS 393.92 FEET WESTERLY, AS MEASURED ALON& THE NORT1i. LINT OF SAID SOUTH 310 FEET, FROM THE EAST LINE - Of SAID SF,.CTIQN ; THENCE SOUTHERLY PARR, L ,EL TO TIE FAS'i' SECTION LINE TO THE NORTH LINE OF THE SOUTH 17S-FEET OF SAID SUBDIVISIc-N; THENCE EASTERLY ALONG SAIDNORT}1-'LINE OF THE SOUTH 175 FEET TO THE WESTERLY MARGINOP 16T" ALrENUE SQUTf3; THENCE NORTHERLY ALONG SAID WES-TE-REY MARGIN;TO:THE NORT14 LINE OF THE SOUTH HALF OF THE SOUTHEAST . { ZIARTER (7F THE SOU'I HEAST QUARTER; 23211089/182762.2 12 ' ' S =,r THENCE WESTERLY ALONG SAID NORTH LINE TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING .AT JHE NORTHEAST CORNER OF THE SOUTH HALF OF THE SOUTHEAST QUA9T. ER ORTH1r _SOUTHEAST QUARTER OF SAID SECTION 20; TKEWE WEST 3.43.32 PEFT;.ti THY*NCE SOUTH I J�.0�i THENCE NOR,TI� 89°3_1 00" EAST 3 93 32' PEET; THENCE NORTHERLY T- O THE POINT OP BEGINNING; AN&!!. EXCEPT THE WEST 170.0 FRET' .THE17E0F LYING.NORTl� ~OF THE SOUTH 350.00 FEET OF SAID SOUTHEAST QbAjt'TER;,`ANI) S EXCEPT ;THE NORTH 70 FEET THI REL]F L7 i`KG WEST.'OF.THE EAST 369 VBF-T OF SAID S.Ot31 NBAST QUARTER; y ANI7 EXCEPT" .ANY PORTION THEREOF CONVEYED ,..TO TiJE STATE OF WASHIN TON BY DEED RECORDED UNDER RECORDI-NCi-NUMBER 9702031205. ,PAR GEL C: TiJAT P0RT10N OF-TRE NORTHWEST QUARTER OF TIME SOUTHEAST QUARTER OF THE SdU'1`HEAST''QUAR3;ER-.OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, _#VU_ ,'AMET'I'E MERIDIAN, : IN DING COUNTY, WASHINGTON, LYING EASTERLY aF 'ITIE EASTERLY MARGIN QF PRIMARY STATE H1014WAY NO. 1; EXCEPT THE NORTH 334 FEET T4REUF; ANU, EXCEPT ANY PORTION THEREOF LYING WITHIN TILE FOL.LOW.AIG DESCRIBED PARCEL; COMMENCING AT THE SOU.TUVVEST CORI E' R,OF: TH -NORTHEAST QUARTER OF T14E SOUTHEAST QUARTER OF TIIE SODUTHEAST Q13ARTEIt QF SAID SECTION; THENCE SOUTH 8803634" EAST ALONG i'HF'SDUT I LICE THERE& 100.19 FEET; THENCE NORTH 01034'18" EAST 49.26 FEET; THENCE NORTIi 8802247" WEST 76.00 FEET; 2121/088/182762.2 13 WHENCE NDRTH 01°34'18" EAST 474,5 FEET TO THE SOUTHERLY MARGIN OF PRIMARY STATE HIGHWAY NO.2 (SOUTH 34M STREET); THENCE NORTH 8802247" WEST ALONG SAID MARGIN 24.90 FEET; THENCE SOUTH 01 °2936" 'WEST 196.36 FEET; THENCE NORTH 88°3956" WEST 15.0 FEET; THENCE'SOUTH 01-2-936" WgST;40 FEET; /THENCE: NOX71`4.88°39'*6 .WEST 35 FEET; T[3ENCJE .30UTH. 010a9`36" \%TzS7' 213.'16 FEET ; TI-ItNCE.SOLITIi18$"36'34" EOT 35 F04'. THENCE SOUT-H 011,29,36" VV�ST• 7460 FEET TO A POINT ON THE SOUTH LINE OF THE NORTHWEST,QUARTER OF THE S?U`1'HFAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SPETIQN; THENCE SOUTH 8803634"'EAST 41 ONG SAID SOUTH 15 FEET TO TIIE POINT' OF BEGINNING. PARCEL D: 4„ TFIF.,EAST'393.32 FEET OF THE NORTH 153.06 FE.ET.& THE 90U'I'HEA�T QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTiI�AST QI.U11kTRIt OF S�CTI0)q 20: TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAM.E'i , MERI.I) AN, IN KING ibOUNTY WASHINGTON; fiXGEPT 1-11 .�401614 507EET OF THE EAST 205 FEET THEREON=; AND `EXCEPT THE NORTH 70 FEET LYING WEST OF THE FAST 369 FEET;'AND EX gPT $TATC HIGHWAY; 4ND EXCEPT ANY PORTION 7°IaIEREOF CpNVEyE1] TO THE STATE OF WASHINGTON BY DEED RECORDED UNDERfIWCOlkDING, DUMBER 9702031205, PARCEL E: THAT PORTION OF THE NORTHEAST QUARTER OP THE SOUTI-IEAST QUARTER OF THE SOUTHEAST QUARTER OE,SE&h6N 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN IUNG COUI�Ty-WASI.IjNgTON, DESCRIBEDAS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER -OF 'THE SUBDIVISION; D21/088/182762.2 14 :THENCE NORTH 88°3634" WEST ALONG THE SOUTH LINE THEREOF 30.00 FEET TO:.THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; :'THENCE ,.,NORTH 1 °34'18" EAST ALONG THE WESTERLY MARGIN OF 16TFI AVENUE SOUTH AS IT NOW EXISTS 60.00 FEET IN WIDTH, 47.I6 FEET; :!'HENCE NORTH 8802Z'4T' WEST 175.00 FEET ol THENCI Sojj ]fl:1 0341'1$" WE, 47r86"ET, THENCE, SC]UTH $$°36`34".1riAST. Ai�3NQ THE SOUTH LINE OF THE SUBDIVISION FiRS'I' DESCRIBED ABOVE' -TOTHE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; ' TOGETHER WITH" THE WEST 175 00 #EI✓T Or'SHE EAST 205.00 FEET OF THE NORTH 50.00 FEET OF: THE SOUTHEAST QUARTER OF T14E SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER OP SAID SECTION 20; EXCEPT ANY PORTION THEREOF CONVEYED TO THE STATE Or: AfASi iINgiTON BY DEBT] RECORDED UNDER RFCORDI:IG .VIN.BER 97026-1;05., PARCEL F THAT 06RTION. OF THE NORTHEAST QUARTER OF T�IE}S0UTHEAST QUARTER OF THE SOUTHEAST .QUARTER OF SECTION 20, TOWNSHIP NORTH, RANGE 4 ;EAST, WILLAM-TTE MERIDIAN. IN KING COUNTY, WASI�III�I 4S FOLLOWS. GT'ON, DESCRIBED COM1VfEI CTI G a3!' THE SOUTHEAST CORNER OF THE ABOVE -DESCRIBED SUBDIVISIOI4; THENCE NORTIJ 88-36"34`" Wl~:ST-ALpNc; TRE. SOUTH LINT THEREOF 30.00 FEBT; THENCE NOR'1'I-I` I °34'I8" EAST 47.1 G FEET; THENCE NOIZT14 88°22147" WE0-175.0- THIS DESCRIPTION; FEET TbHi1 FPOINT bF BEGINNING Ok T%IENCE SOUTH I °34'18" WEST` 47.$6 FEET,: THENCE SOUTH 88°3634" WEST 164 FEET; THENCE NORTH 103418" EAST 48.35'FEE7; THENCE SOUTH 8803634" EAST 164 FEET TO THE- '0114T' OT B.EGINNN60 23211088fl $2762.2 15 f . .,PARCEL G: THAT. PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF 'SHE SOUTHEAST QUARTER OF SECTION 20, TOIVNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FQIJLOWS:... . COmmtNCING AT TIE SOU:MEA$T CORNER OF THE NORTHEAST QUARTER OF THE So6T1Ji;AST QUARTER OF THE SCfLL "EAST QUARTER OF SAID SUBDIVISION;, : r� THENCE,NORT14, 8803634`' WEST ALONG"TRE SOUTH LINE THEREOF 369.00 FEET TO THE TR'I_iE FAINT OF AEGJNNIN- G; THENCE CONTMUE, NbR,rH 88036!34" WEST„ 18�..00 FEET; THENCE NORTH 1 *34'18" EAST PARALL. EIs70 THE FAST L N!E OF SAID SU 13DRgSION 49.26 FEET; THENCE SOUTH 88°22'47" 9AST A ]ASTANd OIL 18-5,U0 FEET; THENCE SOUTH 134'l8" WEST 48.52 FEET TO TA-'TFJ' POINT OI' I�EG NNING- TOGETHER' "TH THAT PORTION OF TIME SOU THEAST QUA.RTEl t Off' TH1 SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP � 1 NORTH, RANdE,4 EAST, WILLAME�TTE MERIDIAN, IN KING COUNTI', WASHINQTQN; M0R5-FULLY DE'SCRIBED',AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTfoN 20;~ THENCE, NORTH 1 °34'18" EAST ALONG THE EAST LINE OF SAID SEC['ION A -DISTANCE OF 662.3,8 REET TO THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER UF:THE SaIJT14EAST.QUARTER OF T14E SOUTHEAST QUARTER OF SAID SECTION 20; THENCE NOTtTH 88' 'X34 WEST -ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST QU.XRTEk OF, THE SOUTHEAST QUARTER A DISTANCE OF 339:40''FEET TO 7'14F.. T'RUG POINT 017 BEGINNING; THENCE CONTINUING NOR TK88°36'34" WEST ALONG SAID NORTH LINE 215.00 FEET; T14ENCE NORTH I034'18" EAST49.2E FEET; THENCE NORTH 88"2247" WEST 35:92 FEET; ... THENCE SOUTH I°34'18" WEST 119.40 FEET;,. TFIENCE SOUTH 8893634" EAST PARALUL-AN,D 70.00 FEET SOUTH Or'SAll) NORTH LINE 250.92 FFET; THENCE NORTH 1 *34'18" EAST 70.00 FEET TO TIDE TRUE PQINT;OF BEGINNINig, AND 232 U088/ 1827612 16 TO(:' ETHER WITH THE WEST 170 FEET OF THE EAST" 639.92 FEET OF THE fi0U J HEAST QUARTER OF THE SOUTHEAST QUARTER OF TIDE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE Ml~kIDIAN, IN KING COUNTY, WASHINGTON; EXCEFT.T2Jr NORTH 70 FEET THEREOF; :AND EXCEPT THE SbUTI4 340 FEET THEREOF; ANi],TOGI THER WITi+THE WEST 50 FEET OF THE EAST 639.92 FEET OF THE NORTH 70 F.EET ❑F SAID S BDTVIS,TO'I..` PARCEL H: THATPORTION OF TFIE SOUTIIEAEASTNQRTH HALF OF TM- SOUJ'THEAST" QUARTER OF THE QUARTER OF SEC;I'ION 209 TDWNSHJP 2..1 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING,CoUN'I`Y,. WAS FOLLOWS; HINGTDN; D SGFtIBED AS. COMJvIENCiNG AT THE SOUTHWEST CORNER OF THE lgORTIi_EAST'QUJAAtBR OF THIN SO[. TH-JEAN T QUARTER OF THE SOUTHEAST QU_ARTEl t3f_' SAID �EQTION; THENCE SOUTH 88°36'34" EAST ALONG THE SOUTH LINE THEREOF_100.3 9 FEET; THENCE NORTH 01034'181' EAST 49.26 PIwE'1`; THENCE NORTH. 8862247" WEST 76.00 FEET; :T HENEC NORTH 01°.34'I8" EAST 474.5 FEET TO THE SOUTHERLY MARGIN OF P91-MARY STATE IIIGHWAY NO.2 (SOUTH 348TH STREET); TI•IENCE'NOTH;$8°22'47" WPS"T' ALONG SAID MARGIN 24.90 FEET• THENCE SOUTH 01 °29`36"`WLeST f46.36 FEET; : ' THENCE NORTH 88113p%i,1N.E5'I` I,5.Q'Fgi ,T; THENCE SDUTIi'01•929'36" WEST 40.16 FEET; THENCE NORTH 88039156" WEST. 35 FIDE '; THENCE SOUTIJ 0I 029'36"k WEST:213:I0 FIE7' THENCE SOUTH 88°36`34" EAST 35•FEEj'; THENCE SOUTII 0302936" WEST 74,66 Fiy,ET TO A PONT ON 1'HE SOUTH LM OF TIME• NORTHWEST QUARTER OF THE SOUTKAST QUARTER.OF THE SOUTHEAST OF SAID SECTION; THENCE SOI1"I'H 88036'34" FAST ALONG SAID §[QUTH LINE 15 FEET TO THE POfN'f OF BEGINNING. 2321/088/182762,2 17 :PARCEL I: THE SOUTH 204 FEET OF THE NORTH 334 FEET OF THE NORTHWEST QUARTER OF TiIL SQUTI BEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNS141P 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING CQUIITY, W.-ASI-iNGTON, LYIN, q EASTERLY OF PRIMARY STATE HIGHWAY NO. I OACIFIC HIGHWAY"SOUT,H]; EXCEPT,TIIOSE PORT. *S CONDEMNED FOR PRIMARY STATE HIGHWAY NO.2 AND VOR 'W.IDENING OF PRIMARY STATF kIIGHWAY NO. I IN KING COUNTY SUPERIOR M RT CAUSE N BER•3D1335:: PARCEL J: BEGINNING AT A POIN'>i'' ON` THE SDl1TH., .+LINE OF - f M ^SOUTH HALF OF THE SOUTHEAST QUARTER O1= THE; ' SOUTHEAST' QuAR'TER OF SECTION 20, TOWNSHIP 21 NORTH,. RANGE :4 EAST, Wi LAMETTTE.: MERIDIAN, IN KING COUNTY, WASHINGTON, A DISTANCE -BF.- 92]�.92. IEET t'+TI�ST FROM: THE SOUTNEAST.C:ORNER OF SAID SUBDTVtSIOIV; THENCE FORTH 00°03'4I" WEST 307.72 FEET TO " t TRUE -POINT OF BEGINNING; TI3LNCE NORTji. 63.4220" EAST 5.11 FEET TO A POINT 31-' FEET I [)RTH OF THE S UT11 LINE OF SAID SUBDIVISION; THENCE EASTPARALLEL WITH SAID SOUTH LINE TO A POINT 639.92 FEET WEST FROM THE EAST MARGIN OF THE SUBDIVISION; THENCE NORTH Q0.0341" WEST 40 •FEET; . ' .: • THENCE SOUTH `89630,ofo" WEST 2n FEET; 'THENCE SOUTH TO THE TRUE POINT OI: BEGINNINd_ PARCEL K: THAT PORTION OF THE SOUTH 'HALF.OF THE' SOUTHEAST, QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 21 r,&Tii RANGE 4 EAST, WILLAMETTE MERIDIAN, IN ICING GOLNT:Y, WASi4FPj6I'QN, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID SUBDIVIS10CWHICII IS SOUTH 89036' VATEST 921.92 FEET FROM THE SOUTHEAST CgRi4j�R n'jE.REOf-;. 2321/0981182762.2 18 THENCE NORTH 0003'41" NVEST TO THE NORTH LINE OF SAID SOUTH HALF OF T:1-M. SOUTHEAST QUARTER OF T14E SOUTHEAST QUARTER; THENCE EASTERLY, ALONG SAID NORTH LINE 482 FEET TO THE TRUE POINT OF TNING OF THE TRACT OF LAND HEREIN DESCRIBED; THENCE'SOUT14 0o03-4v E-AsT2oo FEET; THENCE WSTERMI ALONG A LINT -PARALLEL WITH THE NORTH LINE Of SAID SOVTH HALF OF THE'SOUTHBAS'T QUARTER OF THE SOUTHEAST QUARTER 200 THENCE NORTH PARi1LLFL WITH. THE EAST LINE OF PROPERTY HEREIN DESCRIBED, TO THE 1qORT1q LJNE OF SAIp..$OUT.jj HALE OF THE SOUTHE�AST QUARTER OF THE SOTHEAST:" QUART-h-R.; THENCE EAST ALONG SAW NOR.'TH I JNE Tdn, f IRUF 'r POINT OF BEGINNING; EXCEPT THE NORTH 70 FEET T-MkEOF.;,.,-AND EXCU.I'T 11 t'VVEST 170, FEET THEREOF,,. PARCEL &:. TOAT PbRTION OF THE SOU HALF OF THE SOUTHFAST'QUARTER"'OF TME' SOUTHEAST QUARTER OF SECTION 20JOWNSHIP 21 NORTH, RAN'GE 4 WILLAMr-,rf E ME-kiDIAM.FN FJNG COUNTY. WASHINGTON, Dr., sc'- ., EAST, ROM XS FOLLOWS: BE ' r1MINq AT A Pftt OA THE SoU-fjj LINE OF SAID SUBDIVISION VvrMCH IS SOUTH I.C12 FEET FROM'TiII&SOUTHEAST CORNER TI-IEREOF; THENCE NORTH 0.0*03'41 ""YVEST, 307.72 FEET TO A POINT HEREIN DESIGNATED AS POINT 41 Alt THENCE CONTINUING-kORT14 00'03!4-1 -.1kES"Ti IPTHE NORTH LINE OF THE SOUTH 350.00 MET OF sAbS'UBDM- SION AND THE TRUE.porNT OF BEGINNING Op TIC' I TRACT OF LAND HE?XIN---DESCR1BED,:-' THENCE CONTINUING NORTH 00?034-11 W'E51- To THE NORTH LINE OF THE SOUTIJ HALF OF THE SOUTHEAST QUAAtFjt Op-TjjE S 4 1 OTJTfIEAVf QUARTER OF SAID SECTION; THENCE EASTERLY ALONG SAID NORTH LIM,-'j $0.00 F-Erj'; THENCE SOUTH 00*0341 " EAST TO TTIE NORTH UNL- br.,nlE.96UTFI 350 ' SAID SUBDIVISION; .00 FEET OF THENCE SOUTH 89*36'WEST, ALONG SAID NORTfj. 1JN9 TO THt TR . UE POINT Of BE-GTWNG; 23211080 82762.2 19 1. p 2321/0881192762.2 PARCEL M: WHAT PORTION OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMEtTE MERIDIAN, IN KING COUNTY, WASFIiNGTON, DESCRIBED AS FOLLOWS: BE{il MNO AT A POINT ON:'IHE SOUTH LINE OF SAID SUBDIVISION WHICH IS SOUTH 89036WEST, 9 I :9z FEET -FROM THE SOUTHEAST CORNER THEREOF; THENCt NORTH 0000141" WEST, 307:7ZMET TO A POINT IIEREIN DESIGNATED AS F[31NT TI-I ENCE.•CO'1'1T*AJTNG NORT14 O0°0TQ' VEST' 1- 7 TFIE NORTH LINE OF SAID SUBDRgSION; _ THENCE EASTERLY ALONG SAID NORTH LINE 180,00 FEET TO THE TRUE POINT OF Bi :C,'TN'MG OF THE:TRACT EVREIN fb1;SCR' MED; THENCE CONTINUING EASTERLY ALON4 SAW'l OR�TM LINE.102.00 FEET; THENCE SOUTH 00°03'41" EAST TO THE NORTH LI:I► _ U)r' THE SOUTH 350.00 FEET OF SAID SUBDMSION; THENCE SOUTH 89036' WEST, ALONG SAID NORTHUNg-] 02_D0 ITET; THENCE NORTH 00003'41" WEST 7O THE; TRUE POINT OF B1 bJNNINGx 20 :1• ... i EXHIBIT B-2 TO ti NON-EXCLUSIVE ACCESS EASEMENT AGREEMENT arks -c Land LOTS 1, 2,3'AND 4,,' K(NC, CO'VNtY. &AORT'I'LAT NUMBER 274023, RECORDED. UNDER RECORDING NUMBER 80111I5683�, IN KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION - OF VACATED STATE:,HIGHWAY ADjOININ(3 SAID LOTS 3 AND•4j ASR.ECop,,bED UNDER 'RECORDIN ' &NUMBERS 8212060518 AND 8212060520, AND cOP.R.9CTtD UNDER.RECOR.DING'NUMBERS 8307070635 AND 830707061C 1.7 2321i088/182762.2 21 N EXHIBIT B-3 TO NON-EXCLUSIVE ACCESS EASEMENT AGREEMENT Dgscripfion of is WS Land P11iLCR1. A: . TF[:"'1 FORTYOII ofi..'IISk •SOU271 iiAl.$ OP�'11S :9OLTT[RASi (+UAATrz+i OF S&CT14N 20. TOW>SpHIP 91 HOR'IIi, x lwa 0 vq;T. 1iII,L7r mrm msuDTAN, IN iCITIo OoUnTy, HAas1I>ratol , 03SCMED us FOLLogF :' C4K%MC=0 1T THE SOUtHWT CDRNF.Y'OP SAID SECTION 2D; TREE= KART1f 80*32,'30" year 921"1t F63T A&*gG T" g[LIKE OF 8ArD SECTidl To" -THE TADS min OF BsQ*mxw"' THEKCK CGNTTKDIKO wmD aaln.30" 17"^8u T 244.44 ErpRTp 71'UNCS ROME OI°47'4V wi 206:56, PUPT: vm"CC SOUTH 8Q632130" 'F?6T 2ci6'F86T;_,; � - T1l cr KoR'xi! 65.3$'S4" Xx ST 232.63 FTGiT rNEKCE 80•,1TJC 01.47'49" AMT xo?:72 PBBT; TO YNB S�tY�i'i3Or *r SAID SVITIM 70 AND Mi£ TAft yGI%' OF BI[i XiVIKG; .. (ALSO, )O:ZCr l7 AS TRACT 'A' of r:rvi COUN77+ imea-Z PLPLk 11 *wn 676053, " RiZOADED UIMER RBCORDINO hVV.BER 00021207y5. 0P.17ra n Rk-RSCCR7l" 1v . sHoRT FLAT n&C xmo in4 ift I1ECoRmim Nt7+�AR 76I2as055-0]. ' P7RCe s: TmT PORTION OF THS So" W1x.P DT THE soDI7ma7-06AAiS_ R or '$BC ON 20, To"N81[IY 91 lzmm, pJamE i EAST, NIS.Z;IHBSTE NIERIF?IAN. IN KIN0,.COUNrY, NA6kxKG.O.V, DBSCRIBEit AS FOLLOWS: -• . O"IENCIHG AT TNB sovrARASP CORM 0P SASO SECTION 204 . 7!01•.L'1L SOUTH S9.38' NSST ALOZ* TW. 5OIIT10ALY :,:Yrc THM EO$, 92S. YZ- P58T .• TO THE 'T1tUF" POxAT or wax1i wo OF -rim uormTY WF.azvN ASRC'Rxn9p; . 71reYGTi HORTn W03'dl" WEST 301. 72 FZET! . ' 7%tNCS SOS1'C1i 6S`42'20" MDT 23x,43 58$:1 . • TlBKCB SOaTH 89.35' HEST 41..45 IT*-T To TUC al smil4Y -Wall. OF STATE KIGtipiAY! tABtiC!~••Sgift`li 21"02' HEST AIAKO WD SA&TESLY loAROIE, 222.0 F86T ...TO TIM SOi}tM01 alga OF sub secno1 20r TFlst.'CE HOifTH 8:1'3G'•'SOT sub an= SOk3.171HRLY LINE 60o.10 mOr TO %= 7itt36 Palti ' oP i+A6SHHING; 1E Y['aPT }TIE l'C7.S�0WIHO =CRIF74D TRACT. BSGl't!liIKG 71T TilE sovi':<easT CDR_'iBR - op THS A.N7F.8Ai3p71':61it_[i TRAL-l" 'tl1Y1ICL 1CCHi'!N 00•iV3',41� f ift 3a7. 72 PRAT: rRA'1CCH, SO:T}'F{ G3 `1;y 20' HOST 131 _ 62 MT; T1 Neg S0IY1'li 8°'36' HGST 74_66.FH9Tf; - TlrelrCE SoOCH '0" ]3' O.i EAST, PAPXAZL, TO TKO ROT IATNE OF Tl1S 1t8PSIK b$SCRIBHtl-SAC,T, 206.51' F86T, 3tO0iE; OR Lus. +1Y1"' mw 6OVnfaftLY Lille OF SAID S�SCTTON 20; T-RCE NORTH 89.36' LASS• 24S-.•02 VTUT To THC Pon* OY.Si+'CfiHt;i[.1:1 [ALSO SOiM AS TRACT 'B' CF JrX?*•COMMY SHORT:DLAT MiBER $760¢;1. vvookmb mwm RSOoFIn1KC 1n.*=R 700222079S, W:ri. ti kB-RSLt>)i2♦i770 or SHORT FLAT REfoRozo mcit RECORDm,-lamun 7912caps S4), . 232110881182762.2 22 0 EXHIBIT B4 TO NON-EXCLUSIVE ACCESS EASEMENT AGREEMENT Desc3ri tja oiTi &S Land THAT PoRTION,DF TIDE SOUTH AST QUARTER OF THE SOUTHEAST QUARTER Off' SECTION 20, TOWNSHIP 2I NORTU,- RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COLNTY;"WASHJNC&()N, DESCA[BED AS FOLLOWS: BEGINNING ATA POINT ON:THE'SOVTH LINE OF SAID SUBDIVISIO- N, SOUTH 89036' WEST 921.92 FEET FROM THE SOUTHEAST CORNER THEREOF; THENCE NORTH: 0°43'41" WEST 30.7.72:FEET; THENCE NORTH. 63°42120" EAST SK11. FEET TO AN INTERSECTION WITH THE NORTH LINE OF THE SOUTH 3 t.0 FED ' OF SAID- SFCTI01�; THENCE, ALONG SAID LINE, NORTH 89°36' EASTTD AN INTMSECTION' 4U- `H A LINE WHICH IS PARALLEL TO AND SOUTH-89P3,0 ICIEST 30 3�. FEES' FROM THE EAST LINE OF SAID SECTION 20, WHICH. POINT OF INTERSt(TIQN IS FUR THE PURPOSE OFTHIS DESCRIPTION CALLED'iyOINTX; THENCE SOUT93RLY, ALONG SAID PARALLEL LIFE TO AID ItaiTEHSI CTION Wl`I H THE 14ORThi LINE OF THE SOUTH 175 FEET OF tRE SC) Ti'HEAST' QUARTER OF SAID SECTI014; THENCE ALONG SAID. LINE, NORTH 89036' EAST363.3 FEET; ?qmE Olt LESS, TO -THRWESTERLY"MARGIN OF 16TH AVENUE SOUTH; THENCE SQ.TJTHIiRLY. ALONG SAID WESTERLY MARGIN 175 FEETTOTHE SOUTH LINE 6F &AM SECTION ZD; THE1tifE)v, AIAN1G SAID SOUTH LR4V , SOUTH 89036' WEST TO THE POINT OF BEGINNING; . . EXCEPT THAT PORTION CQNVI~•'YMD To 'aM CITY OF FEDERAL WAY BY DEED RECORDED LiNI7C-R' kEOORDTNG N'C MBER 9208210664; AND EXCEPT THAT PORTIONCQNVEYED To THE STATE OF WASHINGTON BY DEED RECORDED LINDER RECORDING NUMBER 970151858. 2121/088/182762.2 23 VTY OF Federal Way PUBLIC WORKS DEPARTMENT STREET MODIFICATION REQUEST / ACTION Project Name Plant 2 Carwash and Binding Site Plan (BSP) Permit # 18-101508-UP and 18-101511-SU Location 35053 16th Ave S Request The applicant is requesting that the City waive the Block perimeter standards as required in the Traffic Division review comments provided to them as part of the of the BSP application. The applicant cites language in an Access Easement agreement recorded on The Crossing's parcel to the north, contending that this language (which requires locked gates across certain private access roads) will restrict or otherwise prohibit this property owner's ability to make a north -south connection to The Crossing's development. A copy of the recorded agreement was attached to their request letter. Staff Analysis FWRC Section 19.135.251 Block perimeters, states "Streets shall be provided to develop a street network with a block perimeter of no greater than 2, 640 feet.... This requirement may be modified if connections cannot be made due to: (1) Topographical constraints, (2) Environmentally sensitive areas, (or) (3) Adjacent development not being conducive. " Staff reviewed the referenced Access Easement agreement, and noticed that further into the agreement (paragraph 6), it states that the locked gates are temporary. Additionally, as part of The Crossings development/binding site plan, the City required a Tract `X' be set aside for a future north -south roadway on the west side of what is now the Sportsman's Warehouse store. This Tract X aligns with the western property line of the Plant 2 property. A copy of the recorded Tract X is attached. Given the location/alignment of the Tract X on The Crossings property and the language in the access easement that the locked gates were anticipated to be temporary, it appears the City had expected the eventual redevelopment of the Plant 2 property (as well as other adjoining properties), and has begun the conceptualization of a grid road system that will provide the block perimeter standard for this larger area of commercial development. Requirements / Conditions of Approval After review of the exceptions identified in FWRC 19.135.251, and review of the access easement and Tract X agreements, staff recommends denial of their request, and recommends that a Tract X be set aside for a future north -south roadway as a condition of approval of the Binding Site Plan. Actual roadway improvements within the Tract X could be deferred until future redevelopment occurs on the western portion of the Plant 2 property. Staff Recommendation: Development Services Reviewer Development Services Manager Traffic Division Reviewer Traffic Division Manager Deputy Director Director Decision Initial Date Approve Deny ❑ �.. ©5 bm2,O) ❑ C' tr ' 2 ❑ � lZl b ��� ❑ m/ l:\formletters\Street Mod Requests\Street Mod Request PW Routing Fonn - Plant 2 Carwash and BSP.docx Scan completed form into Amanda folder King County Map 4 M - �j Apr-.7r¢• W 2. 7 r^ r AIL_ A. M,+ r i, .- CROSSINGS TRACT X..� (APPROX. LOCATION) - IL L r _ 1 - � �4M W. r x�r « •r' � �^ � ��� _ Ill .) �� �.�� !� :�-' Av� � �- � — ET Air IP; �� x' .� I ', .. -=tea - __ - -r--Y- � � � clbr 7�•►' - ;� ��`•. �: ; JAI - i� r. Y X. _ �►r r - r . — 7i' , 4 �. _ z arc. +_rr�• �..-r z^' - y�i � � kr rt�rt 4 -1 ^- r„ .. '� �'. � :I'.tiz,1�1 �-- • '�T�.'-" ' r'S �,�`.w:, rQi '•�.: � . r � r r � ~ �► aF'f a. ' I�..i r' f The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County Date: 12/3/2018 N LQ makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is A not intended for use as a survey product King County shall not be liable for any general, special. indirect, incidental, or consequential damages including, /N\ but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County. Notes: ICing COUllty 1�k CITY OF Federal Way DATE: November 26, 2018 TO: Becky Chapin FROM: Kevin Peterson SUBJECT: PLANT 2 LLC CAR WASH - (18-101508-00-UP) 35053 16TH AVE S MEMORANDUM Public Works Department Development Services has reviewed the Nov 5, 2018 resubmittal. Prior to Land Use Approval, the following comments will need to be addressed: 1) As noted previously, the proposed water quality treatment system does not meet the Enhanced Basic treatment criteria of the 2016 KCSWDM. Per Section 6.1.2 (page 6-8) of the KCSWDM, there is currently'...no proprietary media or membrane filters (that) are approved ... in a treatment train for enhanced basic treatment.' The City will allow the use of other proprietary systems that have been granted Genera/Use Level Designation (G.U.L.D.) status through the state DOE approval process, but that are not necessarily identified in the KCSWDM. 2) No civil plans were submitted — please submit a civil plan sheet that shows 2 cross -sections (1 in each direction) across the proposed detention facility. One cross-section shall include the outlet control structure; 3) As noted in the pre -application summary letter and subsequent correspondence, due to the subdivision of land (BSP) and the development of the carwash, FWRC Section 19.30.120, "Nonconforming Water Quality Improvements" applies to the entire site. Therefore, water quality treatment will be required for the entire site, including new and existing pollution generating impervious surfaces. Treatment options must be selected from the Enhanced Basic Water Quality Menu provided in the KCSWDM, or as noted above, those systems that have been approved for Enhanced Treatment under the DOE G.U.L.D. process. hex EHGINCEIIING1 November 1, 2018 Becky Chapin, Associate Planner City of Federal Way 33325 8th Avenue South Federal Way, WA 98003-6325 REE"�; ;-T ED NOV 0 5 2018 COCITY OF FFF-DEFlu WAy . Reference: File # 18-101508-00-UP; Process II Technical Comments Plant 2 LLC Car Wash, 35053 161h Avenue South, Federal Way Apex Job No. 33136 Dear Ms. Chapin: The following is a response to the letter dated June 21, 2018. Becky Chapin, Planning Division 253-835-2641 becky.chapin0cityoffederalway.corn 1. Provide a site plan of the Car Wash site only. The only site plan provided is the Preliminary Engineering Plans for the Binding Site Plan (BSP), which includes all three proposed parcels. The site plan must depict the total gross floor area of the building, parking stall dimensions, pedestrian connections, and setbacks. Noted, thank you. Please see updated site plan provided. 2. Per FWRC 19.05.80, required yard means the area adjacent to and interior from a property line of a lot, as prescribed by regulations, and is the minimal required distance between a structure and a specific line, such as a property line, or vehicular access easement that is required to remain free of structure. The 15-foot rear yard setback must be measured from the edge of the 45-foot roadway easement. Noted, thank you. 3. The trash enclosure cannot be located within required yards per FWRC 19.125.150(4)(a). Please relocate outside the 20-foot front yard and 15-foot side yard setbacks. Relocated as requested. 4. More information is needed to confirm the building height meets the maximum height limit, 40 feet above average building elevation (ABE). Please identify both the existing grade and proposed finished grades around the building on the site plan and provide elevations that identify the average building elevation reference datum for the north, east, south, and west building facades. Building height is calculated based on the average building elevation (ABE), which is calculated by finding the average elevation for each building fagade (the average must be calculated from the 2601 South 35th St. #200 1 Tacoma, WA 98409 1 0531473.4494 November 1, 2018 Apex Job No.33136 Page 2 of 4 highest and lowest existing or proposed elevations, whichever is lowest, and the average can be no greater than five feet higher than the lowest elevation of that facade.) Add up all the average elevations and divide by the number of building facades to get the average building elevation around the building. Please provide. building height calculation, determine and indicate the ABE on the Elevation drawings, and indicate the height in feet and vertical elevation from the ABE point. Noted, thank you. Please see enclosed architectural exterior elevation drawing. 5. Label the screening around the trash enclosure as five feet of Type I landscaping. Noted, thank you. Please see updated landscape plan provided. 6. Please note: each of the required landscape planting areas must include trees, shrubs, and groundcover throughout the planting bed. Detailed planting plans must be submitted with the building permit application that show how each landscape area meets minimum planting requirements for Type III and Type I landscaping standards as appropriate. The landscape must include tree, shrub, and groundcover species, quantities and spacing. Noted, thank you. Please see updated landscape plan provided. 7. Projects subject to Process II review must comply with the provisions of FWRC Chapter 19.115, "Community Design Guidelines:" Please provide a written narrative that identifies how the proposal complies with the applicable design guidelines, as outlined in the FWRC and as summarized below. a. Building Fagade Modulation and Screening Options — The north and south building facades are longer than 60 feet and visible from the right-of-way, and are required to incorporate at least two of the four listed treatments: • Fagade Modulation — A minimum depth of two feet, minimum width of six feet, and a maximum width of 60 feet. Alternative methods to shape a building such as angled or curved facade elements, offset planes, wing walls, and terracing will be considered, provided that the intent of the section is met. • Landscape Screening — Eight -foot -wide Type II landscape screening along the base of the fagade, except Type IV may be used in place of Type II for facades that are comprised of 50 percent or more window area, and around building entrances. • Canopy or Arcade — The Minimum length is 50 percent of the length of the fagade using this option. Canopy must extend a minimum of six feet outward from the building with at least 10 feet of clearance as shown below. • Pedestrian Plaza — Plaza square footage is equal to one percent of the gross floor area of the building, but it must be a minimum of 200 square feet. If this treatment is chosen, the plaza should be clearly visible and accessible from South 348th Street. The above -referenced "two of four" options shall be incorporated along the entire length of the fagade, in any combination. Options used must meet the dimensional standards as specified above, but if more than two are used, dimensional requirements for each option may be modified. b. Methods to Articulate Blank Walls — Building facades visible from the right-of-way and other M South 35th SL #200 1 Tacoma. WA 98409 1 apexengineering net 1 a631 /73449a pex 6/ V �� R November 1, 2018 Apex Job No.33136 Page 3 of 4 public spaces should incorporate methods of articulation and accessory elements in the overall architectural design. This includes methods to articulate blank walls such as described in FWRC 19.115.060(3)(b). The north fagade is visible from the right-of-way and must include methods of articulation and blank wall screening such as canopies, vertical trellis, and/or material variations. Noted, thank you. Pieose see architects project rlorrative provided. Kevin Peterson, PVd — Development Services, 253-935-2734, kevin.peterson@cityoffederalway.com Site Plans(s) Provide dimensions of all parking spaces and drive aisles. Noted, thank you. Please see updated site plan. Stormwater 1. The development is outside the City Center Zoning district; therefore, detention and water quality facilities shall be 'above ground' (open ponds). The current design indicates underground vaults(s). The engineer will need to provide reasoning in the Technical Information Report (TIR), as to why this project will need to utilize an underground detention/water quality vault; Noted, thank you. Please see stormwater reportfor justifrcntion language. 2. The plans and TIR indicate that water quality treatment, meeting the Enhanced Basic criteria, will be provided by a 2-facility treatment train (wetvault followed by a StormFilter system). This treatment train does not meet the Enhanced Treatment criteria, and will need to be redesigned in a manner to meet this criteria; Noted, thank you. Please see stormwater reportfor further discussion. 3. The plans will need to include 2 cross -sections (1 in each direction) across the detention facility. One cross-section shall include the outlet control structure; Noted, thank you. 4. There is very little mention of flow control Best Management Practices (BMP's) — Core Requirement #9 of the KCSWDM — in the TIR, and nothing noted on the plans. The engineer will need to provide thorough explanations and descriptions of how BMP's will be used on the site, and/or explanations as to why no BMP's are provided; Noted, thank you. Please see stormwater reportfor further discussion. 5. The new solid waste and recycling enclosure shall meet the design and storm water management criteria of FWRC 19.125.150. Noted, thank you. 6. As noted in the preapplication summary letter, the development of the carwash suggest that FWRC 19.30.120, "Nonconforming Water Quality Improvements" applies to this site. Specifically, the following items are applicable: 1.a. Redevelopment which involves the creation or addition of impervious surfaces having an area of 5,000 square feet or more; ftpke 2601 South 35th St. 8200 1 Tacoma, WA 98409 1 apexenglneertng net I 1253) 473-4494 ® ® /d November 1, 2018 Apex Job No.33136 Page 4 of 4 1.c. Redevelopment which involves the repair or replacement of 5,000 square feet or more of an impervious surface, when such redevelopment is not part of a routine maintenance activity; 1.d. Redevelopment which involves the collection and/or concentration of surface and/or stormwater runoff from a drainage area of 5,000 square feet or more; 1.h. Redevelopment of property which drains or discharges to a receiving water that has a documented water quality problem, as determined by the Public Works Director based on a map, plan, water quality monitoring data or a written policy in existence or implemented by the Director prior to submission of a redevelopment application determined to trigger application of this subsection, where the Director determines that the redevelopment requires additional specific controls to address the documented water quality problem. Therefore, water quality treatment will be required for the entire site, including new and existing pollution generating impervious surfaces. Treatment options must be selected from the Enhanced Basic Water Quality Menu provided in the KCSWDM. The binding site plan process will create two separate, distinct lots in which utilities and access will be independent from each. The proposal is to only develop one of the lots, being proposed Lot 3. Therefore, this area is proposed to be brought into compliance with the current stormwater regulations. if, in the future the existing contractors yard currently operating within proposed Lots 1 and 2 redevelops, the site will be brought into compliance with the stormwater regulations that are in place at that time. If you have any questions or concerns, please feel free to contact me at 253-473-4491 ext. 1116 or at harris@apexengineering.net. Sincerely, Cal, Colleen Harris Project Manager 2601 South 35th St 8200 1 Tacoma. WA 98409 1 epexengineving net 1 arm 4734494 The project narrative will be as follows: RESUE3i ITTED NOV 0 5 2018 CrTy10M U DF FEC)� DEVEL WAY �LdPM!}{T, On Parcel #202104-9116 we proposed to construct a tunnel type, conveyer style, car wash structure to house the wash equipment for consumer use (wash equipment provided by owner's vendor). The new structure will also consist of a built-up tower element for branding and visibility. This structure will also include additional building space for sales, employee and management areas, a restroom and space to house the car wash mechanical equipment (mechanical equipment by owner's vendor). There will be a continuous metal canopy installed on the west, south and east sides of the building to provide coverage for the consumer at the vacuum area, exiting the tunnel and entering the tunnel. The consumer will access the wash tunnel from the main entrance located south of the parcel via S 352nd Street. Once on the parcel, you'll be directed toward the queuing area where there are (3) pay stations, for payment to access the wash tunnel. Traffic will flow from the east to the west through the tunnel and will exit the parcel via the site access on the northwest side of the parcel. Due to the north and south facades being longer than 60 feet and are visible from the right of way, our design intends to utilize the facade modulation option in combination with landscape screening to comply with Community Design Guidelines. There will be tower structures on the east and west ends of the car wash Tunnel. On the north facade, at the car wash tunnel, the west tower structure will extend north beyond the base building 2 feet and will continue 52 feet before reaching a 12 feet long mid -span bump -out. Then another 2 foot deep recess by 52 foot span will continue along the base building until it reaches west tower feature. Within the landscape area north of the tunnel structure, we intend to use plant material which complies with the type II requirements that will act as landscape screening. On the south facade, we plan to use the modulation option along with the canopy option. Starting from the west to east, at the building bump -out, there will be a 15 foot by 2 foot deep modulation which is centered on the base building. The south facade will be wrapped with a canopy structure that extends along the full length of the building. This canopy protrudes south from the face of the building 15', and will provide coverage to customers using the vacuum equipment. To comply with the methods to articulate blank wall, along the north facade, we propose to use the recessed windows, with material indentation above them, in combination with material variations. At the east and west tower structures we're proposing to use architectural wall panel and a composite siding. Along the base building, it will be ground face CMU block. SUBDIVISION Guarantee/Certificate Number: Issued By: 0088229-06 CHICAGO TITLE INSURANCE COMPANY Amendment Second e. CHICAGO TITLE INSURANCE COMPANY RECEIVED a corporation, herein called the Company APR 13 2018 CITY OF FEDERAL WAY GUARANTEES C011MUN/TY DEVELOPMEf r` Apex Engineering herein called the Assured, against actual loss not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth in Schedule A. Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. Chicago Title Company of Washington 4717 South 19th Street, Suite 101 Tacoma, WA 98405 Countersigned By: Authorized Officer or Agent Chicago Title Insurance Company By: Attest: President Secretary Subdivision Guarantee/Certificate Printed: 04.03.18 @ 01:40 PM Page 1 WA-CT-FNSE-02150.620753-SPS-1-18-0086229-06 CHICAGO TITLE INSURANCE COMPANY Liability $1,000.00 GUARANTEE/CERTIFICATE NO. 0088229-06 AMENDMENT Second ISSUING OFFICE: Title Officer: Tacoma Commercial Unit Chicago Title Company of Washington 4717 South 19th Street, Suite 101 Tacoma, WA 98405 Main Phone: (253)671-6623 CTI PierceCountyCom mercialTitle@ci SCHEDULE A Premium $350.00 Com Tax $33.60 Effective Date: March 29, 2018 at 08:00 AM The assurances referred to on the face page are: That, according to those public records which, under the recording laws, impart constructive notice of matter relative to the following described property: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF Title to said real property is vested in: Plant 2, LLC, a Washington Limited Liability Company subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. Subdivision Guarantee/Certificate END OF SCHEDULE A Printed: 04.03.18 @ 01:40 PM Page 2 WA-CT-FNSE-02150.620753-SPS-1-18-0088229-06 EXHIBIT "A" Legal Description That portion of the Southeast Quarter of the Southeast Quarter of Section 20, Township 21 North, Range 4 East, Willamette Meridian, in King County, Washington, described as follows: Beginning at a point on the South line of said subdivision, South 89°36' West 921.92 feet from the Southeast corner thereof; Thence North 0°03'41" West 307.72 feet; Thence North 63°42'20" East 5.11 feet to an intersection with the North line of the South 310 feet of said Section; Thence, along said line, North 89036' East to an intersection with a line which is parallel to and South 89°36' West 393.32 feet from the East line of said Section 20, which point of intersection is for the purpose of this description called "Point X'; Thence Southerly, along said parallel line to an intersection with the North line of the South 175 feet of the Southeast Quarter of said Section; Thence along said line, North 89°36' East 363.3 feet, more or less, to the Westerly margin of 16th Avenue South; Thence Southerly, along said Westerly margin 175 feet to the South line of said Section 20; Thence, along said South line, South 89°36' West to the point of beginning; EXCEPT that portion conveyed to the City of Federal Way by deed recorded under recording number 9208210664; also EXCEPT that portion thereof conveyed to the State of Washington by warranty deed recorded under recording number 9705151858; also EXCEPT that portion thereof conveyed to the City of Federal Way by deed recorded under recording number 20060403002528; also EXCEPT that portion thereof conveyed to the City of Federal Way by deed recorded under recording number 20150814000734; Together with an easement for roadway purposes as described in instrument 5662765 (being a fulfillment of contract recorded under recording number 5139587) and as amended by instrument recorded under recording number 5199091. Subdivision Guarantee/Certificate Printed: 04.03.18 @ 01:40 PM Page 3 WA-CT-FNSE-02150.620753-SPS-1-18-0088229-06 CHICAGO TITLE INSURANCE COMPANY SCHEDULE B GUARANTEE/CERTIFICATE NO. 0088229-06 AMENDMENT Second H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. Subdivision Guarantee/Certificate Printed: 04.03.18 @ 01:40 PM Page 4 WA-CT-FNSE-02150.620753-SPS-1-18-0088229-06 CHICAGO TITLE INSURANCE COMPANY 3. SCHEDULE B (continued) SPECIAL EXCEPTIONS GUARANTEE/CERTIFICATE NO. 0088229-06 AMENDMENT Second Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Purpose: Roadway Recording Date: March 11, 1960 Recording No.: 5139587 Affects: Portions of said premises Said easement has been modified by agreement recorded under recording number 5199091. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Water District No. 100 Purpose: Pipeline or pipelines and necessary appurtenances Recording Date: November 7, 1966 Recording No.: 6104747 Affects: Portion of said premises Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Puget Sound Power & Light Company Purpose: Electric transmission and/or distribution system Recording Date: January 3, 1979 Recording No.: 7901030802 Affects: The South 20 feet of the West 85 feet of said premises 4. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Lakehaven Sewer District Purpose: Sewer mains with necessary appurtenances Recording Date: August 20, 1985 Recording No.: 8508200814 Affects: Portion of said premises Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: King County Purpose: Drainage Recording Date: August 30, 1988 Recording No.: 8808301188 Affects: The North 20 feet of the East 393.32 feet of the South 175 feet of said premises Guarantee/Certificate Printed: 04.03.18 @ 01:40 PM Page 5 WA-CT-FNSE-02150.620753-SPS-1-18-0088229-06 CHICAGO TITLE INSURANCE COMPANY R 7 N 10 11 GUARANTEE/CERTIFICATE NO. 0088229-06 AMENDMENT Second SCHEDULE B (continued) Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Puget Sound Power & Light Company Purpose: Electric transmission and/or distribution system Recording Date: December 27, 1988 Recording No.: 8812270576 Affects: as constructed or to be constructed within a southeasterly portion of said premises Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Puget Sound Power & Light Company Purpose: Electric transmission and/or distribution system Recording Date: October 5, 1992 Recording No.: 9210050873 Affects: as constructed or to be constructed within an easterly portion of said premises Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Washington Natural Gas Company Purpose: Gas pipeline or pipelines Recording Date: May 21, 1993 Recording No.: 9305211351 Affects: Portions of said premises as described in said instrument Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Washington Natural Gas Company Purpose: Gas pipeline or pipelines Recording Date: February 11, 1994 Recording No.: 9402110749 Affects: Easterly portion of said premises Right of Entry Agreement In favor of: The City of Federal Way Recording Date: April 3, 2006 Recording No.: 20060403002529 Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Puget Sound Energy, Inc. Purpose: Utility systems Recording Date: December 28, 2006 Recording No.: 20061228001680 Affects: Southerly portion of said premises Subdivision Guarantee/Certificate Printed: 04.03.18 @ 01:40 PM Page 6 WA-CT-FNSE-02150.620753-SPS-1-18-0088229-06 CHICAGO TITLE INSURANCE COMPANY SCHEDULE B (continued) 12. Agreement regarding Sewage Facilities GUARANTEE/CERTIFICATE NO. 0088229-06 AMENDMENT Second Executed by: American Concrete, Inc., and Lakehaven Sewer District Recording Date: November 28, 1978 Recording No.: 7811281249 13. Agreement for Possession and Use Executed by: American Concrete, Inc., and The State of Washington Recording Date: November 30, 1995 Recording No.: 9511300357 14. Agreement concerning Access Easements Executed by: Gerald B. Barkshire, et al., and T&S Properties, L.L.C. Recording Date: August 5, 2005 Recording No.: 20050805001907 15. Notice of Additional Water or Sewer Facility Tap or Connection Charge given by Federal Way Water and Sewer District recorded August 4, 1986 under recording number 8608041129. 16. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes, statements, and other matters, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on survey: Recording No: 20130510900006 17. Right of Entry Agreement In favor of: The City of Federal Way Recording Date: August 14, 2015 Recording No.: 20150814000744 18. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2018 Tax Account No.: 2021049116 Levy Code: 1205 Assessed Value -Land: $2,834,300.00 Assessed Value -Improvements: $144,400.00 General and Special Taxes: Billed: $47,121.74 Paid: $0.00 Unpaid: $47,121.74 Taxes for 2016 in the sum of $44,679.55 have been paid. SuUdivisLor. Giiarar,teelCertifica!a Printed: 04.03.18 @ 01:40 PM Page 7 WA-CT-FNSE-02150.620753-SPS-1-18-0088229-06 CHICAGO TITLE INSURANCE COMPANY SCHEDULE B (continued) GUARANTEE/CERTIFICATE NO. 0088229-06 AMENDMENT Second 19. A deed of trust to secure an indebtedness in the amount shown below, Amount: $1,250,000.00 Dated: October 14, 1996 Trustor/Grantor: T&S Properties L.L.C., a Washington Limited Liability Company Trustee: Chicago Title Insurance Company Beneficiary: American Concrete, Inc., a Washington corporation Recording Date: October 22, 1996 Recording No.: 9610221097 The legal description in this Guarantee is based on information provided with the application and the Public Records. All parties must notify the Title Insurance Company if the description does not conform to their expectations. Note: FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: POR of SE 1/4 of 20-21-04 Tax Account No.: 2021049116 Note: Any map furnished with this Commitment is for convenience in locating the land indicated herein with reference to streets and other land. No liability is assumed by reason of reliance thereon. END OF SCHEDULE B Subdivision GuaranteeJCeriifcate Printed: 04.03.18 @ 01:40 Ptol Page 8 WA-CT-FNSE-02150.620753-SPS-1-18-0088229-06 Statement of Architectural design intent finish materials and colors. The proposed Plant 2 LLC Carwash is a distinct and modern tunnel type, conveyer style, car wash structure which houses the wash equipment for consumer's drive through use (wash equipment provided by owner's vendor). The new structure will showcase a built-up tower element for branding and visibility. This structure also includes building space for sales, employee and management areas, a restroom and ground space to house the car wash mechanical equipment (mechanical equipment by owner's vendor). There will be a continuous metal canopy installed on the west, south and east sides of the building to provide coverage for the vacuum area, as well as the exit and entrance of the tunnel. The consumer will access the wash tunnel from the main entrance located south of the parcel via S 352"d Street. Once on the parcel, you can access the vacuum stalls and will be directed toward the queuing area where there are (3) proposed pay stations, for payment to access the wash tunnel. Vehicles will drive from the east to the west through the tunnel and can exit the site, via the access on the northwest side of the parcel, or proceed to the covered vacuum area and exit to the south. The proposed building height is 33'-0" to the top of the tower. The trash enclosure proposed will be 15'x15', built 5' 8" tall with the ground face material being CMU matching the proposed Car Wash. To access the enclosure a gate is proposed with 2 6'-0" wide chain link gate leafs. The site plan depicts the location of the enclosure and the landscaping plan depicts the vegetative screening of the enclosure. The location was chosen as it is the best location for safe access, and screening potential. See the architectural elevations, exterior design concept and exterior materials palette by Helix Design Group for more details on design, finish and colors. RECEIVED APR 13 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT ,1 Lakehaven WATER & SEWER DISTRICT TY Lakehaven Water & Sewer District - Development Engineering Section 131623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Water & Sewer District, at its sole discretion, reserves the right to delay, or deny, water service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ❑ Building Permit -Other ❑ Subdivision ❑ Short Subdivision ® Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ❑ Other (specify/describe) Tax Parcel Number(s): 2021049116 Site Address: 1393 S 351h St or 35053 15ih Ave S Lakehaven GIs Grid: 1-12 Ex. Bldg. Area to Remain: sf New Bldg. Area Proposed: 42,084 sf Applicant's Name: Plant 2 LLC / Apex Engineering PLLC WATER SYSTEM rNFORMATION 1. ® Water service can be provided by service connection to an existing 8" diameter water main that is approximately 50+ - feet from the site. 2. ® Water service for the site will require an improvement to Lakehaven's water distribution system of, if new/additional h drant(s) required: Q9 a. 50+ - feet of 8" diameter water main to reach the site; and/or ® b. The construction of a water distribution system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive water system plan would need to be implemented and/or constructed; and/or ® d. Other (describe): Developer Extension Agreement required. 3. ® a. The existing water system is in conformance with Lakehaven's Comprehensive Water System Plan. ❑ b. The existing water system is not in conformance with Lakehaven's Comprehensive Water System Plan and an Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits. 4. ® a. The subject property is within the corporate limits of Lakehaven Water & Sewer District, or has been granted Boundary Review Board approval for extension of water service outside of Lakehaven's water service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. 5. Water service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven); ® b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: Water Service connection application reouired, for any new serviceLmeter or modific n to existin services/meters. Comments/special conditions: Service pressures greater than 80 psi indicated. Pressure Reducing Valves Indicated, contact local building official for reoulrements Wor additional information. The nearest fire hydrant is approximately on the Property (as marked on map on the back of this page). System hydraulic model results (FF #32), at no less than 20 psi, indicate that Lakehaven's standard maximum allowable liquid velocity of 10 ft/s is exceeded at a fire flow rate above 7000 GPM (approximate) <OR> Fire Flow at no less than 20 psi available within the water distribution system is 1000 GPM (approximate) for two (2) hours or more. This flow figure depicts the theoretical performance of the water distribution system under high demand conditions. Fire flow rates greater than this may be accommodated through water distribution system improvements, contact Lakehaven for additional information. 538 Pressure Zone Est. Meter Elevation(s)-GIS: High 253.5+/-, Est. Pressure Range at Meter(s) (psi): Min. 114, Max. 123 I hereby certify that the above water system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BILL NELSON I. Title: ENGINEERING TECH II Signature: CoA-Water-2017.docx (Form Update 1/3/17) Date: RECEIVE® C) Page 1 of 2 APR 13 2018 8529 L Q5 8' DI r, 1852950020 35007 s' 1852950010 1405 8 1852950030 35025 $" a2 t7I 8„ JOX� o Ex_ Hydra is F30010') " WtrSvc 3554 1852950040 Ex. V' Meter) 35105 Hydrant 2021049116 35053 20 1049059 1351 1WtrSvc 36870 z (2" Meter)) S" Q� S 352ND ST ~ 8" Ar 8 DI S" M ti I 2921049002 1200 Q292ID49096 35205 ?TE: Lakehaven Water and strict nebber vrenants nor gtu e accaFscy of any ,facility info u'aidsd. Facility locations and co a snl}ject tofleld verification. Water Certificate ofAvallability ~ Pamel 2021049116 a led 230 12/14/2016 BIA Plant 2 LLC wtr 2021049116.docx (10/18/16) Page 2 of 2 Cl 11 Mohave" �. WATER & SEWER DISTRICT EWER CERTIFICATE OF AVAILABILITY. Lakehaven Water & Sewer District - Development Engineering Section 31623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Water & Sewer District, at its sole discretion, reserves the right to delay, or deny, sewer service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ® Building Permit -Other ❑ Subdivision ❑ Short Subdivision ❑ Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ❑ Other (specify/describe) Tax Parcel Number(s): 2021049116 Site Address: 1393 5 35ul St or 35053 1 th ve _S Lakehaven GIS Grid: 1-12 Ex. Bldg. Area to Remain: sf New Bldg, Area Proposed: 42.0B4 sF Applicant's Name: Plant 2 LLC Apex_ Engineering PLLC SEWER SYSTEM INFORMATION 1. ® Sewer service can be provided by service connection to an existing " diameter sewer main that is approximately feet from the site and the sewer system has the capacity to serve the proposed land use. 2. ❑ Sewer service for the site will require an improvement to Lakehaven's sanitary sewer system of: ❑ a. _feet of "diameter sewer main or trunk to reach the site; and/or ❑ b. The construction of a sanitary sewer collection system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive wastewater system plan would need to be implemented and/or constructed; and/or ❑ d. Other (describe): 3. ® a. The existing sewer system is in conformance with Lakehaven's Comprehensive Wastewater System Plan. ❑ b. The existing sewer system is not in conformance with Lakehaven's Comprehensive Wastewater System Plan and an Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits. 4. ® a. The proposed site land use is within the corporate limits of Lakehaven Water lk Sewer District, or has been granted Boundary Review Board approval for extension of sewer service outside of Lakehaven's sewer service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. S. Sewer service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven); ® b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: Sewer Service Connection Permit required. Comments/special conditions: Care shall be taken to avoid encroachment u on existinu sewer mains yr assoc'sa a ease nt on the sibe. A Developer Extension A reement would be re uireI to re -locate existing sewer system facilities on the site. iF encroachments cannothe_ayoi-Iied. I hereby certify that the above sewer system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BILL NELS N Title: EVGINEERfNG TECH 1I Signature: Date: 2 - 13 -- I cb— CoA-Sewer-3391900280.docx (Form Update 1/3/17) Page 1 of 3 I : I.axehaven Water and sewer Sewer Certificate ofAVailabiiity 0lstrict neflher mrrants nor guarantees Parcel 2021049116 the accuracy of any facility Information Parcel Sao NO provided. Facility locations and condi#Ions are sub]ect to field verification. • Feet 12/14/201. 6 BIA Plant 2 LLC swr 2021049116.docx (10/18/16) Page 2 of 2 HEATH & ASSOCIATES, INC T FEDERAL WAY CAR WASH TRAFFIC IMPACT ASSESSMENT City of Federal Way, WA rtation and Civil Engineering _ � og °ter 20 o3I1 Z� I$ Prepared for: c/o Colleen Harris Apex Engineering 2601 South 35th Street, Suite 200 Tacoma, WA 98409 March 2018 RECEIVED APR 13 2018 COMTY F FEDERAL WAY UNITY DEvELp MENT 2214 Tacoma Road Puyallup WA 98371 (253) 770 1401 Fax (253) 770 1473 heathtraffic.com Z ................................................... uawu6lssy -Q uollnq!ilsia dul •E q..................................................................................................................... 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INTRODUCTION The main goals of this study focus on the assessment of existing roadway conditions and forecasts of newly generated project traffic. The first task includes the collection of general roadway information, public transportation information, and entering sight distance data. Forecasts of future traffic and dispersion patterns on the street system are then determined using established trip generation and distribution techniques augmented by a local trip generation study. As a final step, appropriate conclusions and mitigation measures are defined if needed. // PROJECT DESCRIPTION The proposed Federal Way Car Wash is part of a binding site plan development in the City of Federal Way. The proposed project is a single tunnel design contained in a structure with approximately 4,600 square feet. The building is allocated between mechanical, electrical and ancillary space plus the carwash portion of the building. The site is located on the west side of 16th Avenue S with South 352nd Street bordering along the south. The site address of the entire site is listed as 35053 16th Avenue S. The parcel number for the full site is 2021049116 on 4.33 acres. The portion of the site allocated to the car wash project is approximately 0.97 acres and the entire site is zoned CE (Commercial Enterprise). Primary access to the site will be via two existing entrances with one at the north side of the site with access to 16th Avenue S and the second access to 352nd Street S and both of which would operate as a right in/right out based on the current street configuration. A connection to the north into the shopping center is also shown but is gated. Buildout and operation of the project is forecasted for 2017/2018. The surrounding land uses are commercial and retail in the area. The site is currently used as a concrete batch plant which has been established for a number of years. Figure 1 on the following page shows the vicinity map and roadway system servicing the site. A site plan illustrating the overall configuration of the car wash project is shown on Figure 2. �3Nnou W31SAS J.MIVON V dVV4 AiINIOIA HSVM 2:JVO AVM -I`d Iga33 ON11833NION3 IIAIO dNV 013dV2i1 zes s 631`dIOOSSV 8 HIV3H A t N 1 1Kn - y fL f Lon _ f iP i6.i7956C0 J 1-_--.-- ---_-_- - - - - - - - - ._»-- - [ 1 1 [ 1 � r��56o'f 37l6Y � I Il [ 1 1 f, [ 1 {1 I � LOi 1 Z ri IA64350010 I I f 1 r. 1 , I nnwr sxlr o�5 F tnrx44MWI1 w — W r rri 1 a S c S 1lIj PFLMS.LRt 6Ai w2lo4_9116 14.676,/- Y. • 7 � .21 umwu rr wn n rwfper I4 IO mlarr S. 352ND ST. Ii _---------------- �CL tu HEATH & ASSOCIATES TRAFFIC AND CIVIL ENGINEERING FEDERAL WAY CAR WASH I SITE PLAN FIGURE 2 9 -S�IeMSSOJO PUB SMIBMapis 10 wJ01 ay; ui sail!l10ed uelJlsaped padolanap-llann seq AennpeOJ aql •}aaJJS puZSE q}noS pue gjnoS anuany qlg 6 6uole P91OU Senn f}ini}oe alolgan-uou a}eJapow 01:geJlISUOIOVVUON •Q quambile ul }g61eJ}S pue apeJ6 ui wJopun aJe saoueJlue aqj ssoJoe le sAennpeoJ eqj se eoueJlue bui}sixe Jaglia le pa;ou seen eouelsip }g6is o} s}uawipadwi ON •oi}}eij joefoJd punoglno Jol papinoJd eq ueo (aSS) aoue}sip }g6is buiddo}s pue (dS3) aouelslP Ig61s bulJalue a}enbape jou Jo Jag}agnn aJnseaw o} apew seen sass000e 6ui}sixa aqj 10 nnainaJ plat} y •gjnoS Aenng6lH 09loed OJUO aoueJjua 6uljsixa aq} ein papinoJd si wajsAs AennpeoJ leool eqj o} ssaooy AennaniJG ssaooy builsix3 le aoueIsia Ig6iS '0 •;1sueJj oilqnd o; paleoolle aJe sdiJ} ou }oefoJd siq} a to ainleu aqj uan1E) •109foJd gsenn Jeo agj woil AennpeoJ aqj ssoJoe Al;owip pue gjnos Allowip we S anuany qJq 6 buole sdols sne •�,}unoo aoJald olui glnos sanupoo pue Jaluao }1sueJl AeM popa3 aql le }isueJl OJJaVq gjiM uoiIoauuooJaIui SapinoJd 'Zpt, a;no�l 'a;noJ jueoefpe agl •a}is aqj to A4iuioin aql ul papinoJd si aowas jIsueij sajeoipui sdew alnoJ lembei }IsueJl aoJald age 10 nnainaJ y aolnJaS }IsueJl 'e .g}pinn ui }aal Z6 punoJe pue llegdse aJe saue-1 -Ilennapis PUB 'Jamb 'gJno we sluawleeil apiS •jueoJad b 6uipaaoxe jou sopeJ6 ql!m eaJe aqj ui jell AIleJauab aJe sapeJE) •punogq}nos of punoglsee Jol auel wn} }g6iJ leuoillppe ue qj!m uoi}oas duel aaJq} a si AennpeoJ aql •a}is }oafoJd eqj Jeau qdw g£ palsod si }iwil paads aql •joefoJd aqj to gjnos sail }eqj jeoils Isann-Isee 'euel-Ilinw a si . jaaa/S puZS£ y/noS •q;pinn ui jaal Z 6 punoJe pue llegdse aJe saue-1 -Ilennapls pue 'Ja}}nb 'gJno aJe sjuaw}eoij aplS •juawad 6 pa}ewilso ue }e eaJe 941 ui lei} AlleJauab aJe sepeJE) -joefoJd eqj }o q:pou seuel jg6ia ol. do gjIM juaoefpe sauel xis si AennpeoJ aql •aps joefoJd eqj to gjnos jsnf gdw pt, pa}sod si pwll paads aql -axis eqj to }sea sail jegj (69 4-bS) Aenngbiq alels q}nos-q:pou 'euel-!Ilnw a si :y/noS amen y y/g/ s011SU91MBLIO Aennpeob builsix3 •y SNO/1/ON00 JMIS/X3 /// /V. FUTURE TRAFFIC CONDITIONS A. Trip Generation Study Trip generation is used to determine the magnitude of project impacts on the surrounding street system. Data presented in this report was taken from and independent trip generation study conducted on tunnel car washes. Data for this particular use in the Institute of Transportation Engineer's publication Trip Generation, Tenth Edition for Land Use Code, Automated Car Wash is not well developed with very few studies listed The proposed structure for the Federal Way Car Wash is larger in terms of square footage in comparison to the study sites. The latest technology and operational schemes require a larger building then what is represented below. The sites are generally open from 8 AM to 7 PM and are attended by one to two employees. 1. Study Sites a. Brown Bear Car Wash, 5950 6th Avenue, Tacoma. This site is located just west of Pearl Street and SR-16. 6th Avenue has a 5-lane cross-section across the site frontage, with a split (inbound/outbound) access to the site. The building area is listed at 1334 square feet. One wash tunnel is provided, along with vacuum stalls. b. Brown Bear Car Wash, 814 Auburn Way S, Auburn. This site is located at the intersection with D Street SE, where Auburn Way has 2 lanes per direction plus left turn lanes. The site has access points on D Street SE and Auburn Way, as well as a backdoor access on 8th Street SE. The building area is listed at 1540 square feet. One wash tunnel is provided, along with vacuum stalls. c. Brown Bear Car Wash, 22706 Marine View Drive W, Des Moines. This site is located at the intersections with 8th Avenue S as well as with S 227th Street. Marine View Drive (SR-509) has a 3-lane cross-section in the vicinity, with multiple project access points. Project access is also available via 8th Avenue S and S 227th Street. The building area is listed at 1560 square feet. One wash tunnel is provided, along with vacuum stalls. 8 9£ 86 86 e6eIeA y 9V tiZ 6Z sauloW saa 'aa nnaln aulaeW V9 5Z 6Z uangny 'AeM uangny 06 9 tb euaooel'9AVgj9 lelol punoglno punoqul uo11e007 (lauunl aad) saleb uol}eaauag dui jnoH 51e9d Wd 6 318V1 •awnlon a6ea9ne uegj a9g6lq a 10 anllejuasaidaa paaaplsuoo aq ueo A9q} '(sAep „pooh„ Z pue Aep „peq„ I,) aagjeann jo spui l luaaa}}Ip bulinp sawnlon juasaadaa Aegj sV •aaq}eann Auuns q}Inn Aep a uo osle seen junoo souloVy se(] aql •aaq}eann Auuns gjlnn AepsaupoM juanbasgns eqj uo seen junoo uangny agl alp4m 'jagjeann lane of pauinj Allenpea6 jegj Aepsonl a uo seen junoo ewooel aqj 1egj pajou aq pinogs 11 lauunj aad ajej aqj se owes ay} sl ails aad ajea 96eJane aqj '109:40 ul 'Iauunj gsenn I, seq ells goes souls elgeijeA eqj se uasogo seen slauun} gsenn pa}ewo}ne jo aagwnu aq; 'asn puel slgj jo,j •anoq dead Ad agl aol sajea uoljejauab duj punoglno pue punoqul pouluaaalap play ag} sanl6 l, elgel uol}ejauaE) dial •E •aeeA jad sAep 09 6 AIleold/q sl uol6ulgseM ul ulej elgeanseaW -sAep iagjeann peq jo pooh uo elglssod snnol pue sgblg awaJIxa aqJ 6u1j3ejs AIJano Inogl!m 'Aep abeaane ue uo sawnlon inoq Need jo ajeuallse alel a sluesaidai jegj Apnjs a}ea a apinoid of sl }uajul aql •suol;lpuoo aagjeann 10 A481jen a gjlnn sAep uo sjunoo anoq Mead ja6aej of opew seen Idwege ue 'pulua ul slgj qj!M •sawnlon aoulua aneq of pajoadxe aq pinoo sAep Aule�j •aagjeann lam q}IM sAep jo buujs a ja}}e jagleann tip jo Aep Isig aqj uo pajoadxe aq pinoo sawnion duj aagblq jegnnauaos 'aseo segue ul •sain}eaadwal aoopino WOJJ suoljeuen of luelslsaa aaow gonna aq o} pajoedxe aie gseM jeo AeM Iejapa_,l posodoid aqj se Bons sagsenn aeo pajewolne of sdul allgnn 'aagjeann wienn 6ulanp sawnlon dla; aag6lq Agueogiu6ls aneq AIaNll pinonn sagsenn aeo anus-1IaS •suoljlpuoo iagjeann uo bulpuadep sdu; ul fi4I1lgelaen g6lq aneq of pajoedxe aie sagsenn aeo •sloafoid iagjo jo 6ullbuiwwoo ou q}Inn Aluo oigeal s,911s eqj jo IIIauaq aqj aol aae saouea}ue Ile 1eq} ul euole pue}s aae sells eql •£ I,0Z }o jagwanoN ul Naannp w ueNe} aaann s}unoC) •ogeal joafoid punoglno pue punoqul aol Ad 9 pue ti ueox4eq anoq Mead Ad aqj 6uunp pajonpuoo aiann salpnjs eql A6olopog1aW •Z The 7 AM to 9 AM peak hour is expected to be nominal for this type of use. The opening of the business typically occurs no earlier than 8 AM. The first hour could expect approximately 2 to 4 washes. The daily use of the site, based on ITE data and other published data, calculates the PM peak hour to be approximately 9 percent of the daily traffic. Using the 36 PM peak trips calculates the daily traffic to be an estimated 400 daily trips. 4. Pass -by Traffic The large adjacent street traffic will be the source of a substantial portion of patrons resulting in a combination of some new traffic and pass -by traffic to and from the site. Attached to this study are rate sheets from the city of SeaTac and the city of Fife which recognizes that an automatic car wash has a pass -by rate of 65 percent and 50 percent respectively which is a reasonable assumption for the trip types associated with this site. For the purposes of this study assume 50 percent pass -by. New PM peak traffic = 0.50 x 36 = 18 total trips with 50 percent inbound, 50 percent outbound. Pass -by traffic = 0.50 x 36 = 18 total trips with 50 percent inbound, 50 percent outbound. B. Trip Distribution and Assignment The trips generated by the project are expected to follow the general trip pattern as shown in Figure 3. Figure 3 gives a best guess estimate of how traffic is likely to travel to and from the site during the critical peak hour. A portion of those seeking a car wash would be sourced from traffic already passing the site or linked to traffic that are attracted to the shopping opportunities in the area. V. SUMMARY The Federal Way Car Wash proposes to construct a single tunnel car wash in a building with approximately 4,600 square feet. The site is located on the northwest corner of the 16th Avenue South and South 352nd Street intersection . The trip generation summary is provided in Table 1 and suggests approximately 36 PM peak hour trips (18 inbound/18 outbound) could be expected with 18 of the trips defined as new trips and the remaining 18 trips as pass -by. Access to the site will be provided via an existing driveway to 16th Avenue South located on the northern portion of the site and a right turn in/right turn out driveway to South 352nd Street. 0� E 32inou 1N3WNOISS` R NOIlnBRIlS10 dWi unOH >IVDd INd JNRi33NIJN3 IIAIO dNV 013db4il HS`dM 2JVO AVM 1"3033 S3-LVIOOSSV V H1d3H Ndn 9 1 = GNno9lno ?JnON Av;i i Ad NJn 91 = aNno9NI Jnop Av;ij Ad \gN aNb k9-9GV,d - Sj1211 ldlol ?JnoN W;gij Ad 1 FEDERAL WAY CAR WASH TRAFFIC IMPACT ASSESSMENT APPENDIX 11 U .nO 3AV H19ldV38 NMOUI Ielol �l InO Fs-OLl Bfi tiLLL I �414sun Wd 00:94:S £ M/6 V L Wd 00WAA£tM6V 41JON I T 8 FL s lelol ul inO NI AV N19 UV39 NMOH@ 0'0 6'39 0'0 0'0 1117 0'0 %Idol 0'0 0'001 0'0 0'0 0'001 0'0 % 4ojddV L 1 0 6 0 O 8 0 I810l PueJE) 6 0 S p 0 ti 0 IB}ol 0 0 0 0 0 0 0 Wd 9b:9O 0 0 0 0 0 0 0 INd 0£:90 9 0 ti 0 0 1 0 Wd 91:90 4 0 1 0 0 8 0 Wd 00:90 8 0 v 0 0 ti 0 Izlol 1 0 1 0 0 0 0 Vtl d s7 'Y0 0 0 0 0 0 0 0 Wd O6:170 6 0 Z 0 0 1 0 Wd91410 'h 0 1 0 0 E 0 Wd 00-'VO 0' 1 0' 1 0' 1 0' 1 0' 1 0' 1 �o}oLd Is}ol lul 40� na41 }4 IH wo-I niu 1 iu im awI 161Q lirllM/A\,l 1: ON 96Ld 6 103/6 L/ L L : a}Ba PRIS 85t,5O000 : apoo 91 S g85t,E : awaN alid punogy}nog NI 3AV H19 HV38 I -pa}ulJd noaE) LL686 bM `dnlluAnd paoa mooel t,LZZ 'oul `saMloossy V gW8H Heath & Associates, Inc. 2214 Tacoma Road Puyallup, WA 98371 File Name : 3458b Souhbound Start Time I Right I Thru I Left Peak Hour From 04:00 PM to 05:45 PM - Peak t of 1 Intersection 04:30 PM Volume 0 4 0 Percent 0.0 100.0 0.0 05:15 Volume 0 1 0 Peak Factor High Int. 05:00 PM Volume 0 3 0 Peak Factor Site Code : 00003458 Start Date : 11 /19/2013 Page No : 2 BROWN BEAR 6TH AVE OUT JTotal-Right Northbound I. Thru Left I App. Total Ent. Total 4 0 6 0 6 10 0.0 100.0 0.0 1 0 4 0 4 5 0.500 05:15 PM 3 0 4 0 4 0.333 0.375 BROWN BEAR 6TH AVE IN Out In Total © 10 4 1 Nor h 1AWD13 4:30:0o PM 1/10=13 5:15:00 PM unshltted I 6 ® 6 10 Out In TotalOUT BROWN BEAR 6TH AVE 13 tl L II I V Idol uI 3n0 tiL tiE 0� 4£ N41 1 Pa4jgsun Wd 00:917:9 ELOZ/OZ/L Wd00� PELQ;M LWON 1 T VL Ot bE Idol �I ln0 N nv V%g N HP 0'0 6'9ti 0'0 0'0 L'49 0'0 %Plol 0'0 O'OOL 0'0 0'0 O'OOL 0'0 %yaddy tiL 0 ti£ 0 0 Oti 0 IElol pusJE) OZ 0 6 0 0 L l 0 Jula L 9 0 c 0 0 0- - N!d 9V90 8 0 t 0 0 v 0 Wd 0£:90 £ 0 0 0 0 6 0 Ad 9 V90 t 0 Z 0 0 Z 0 Wd 00:90 1 : ON e6L'd 8lOEM G L = GIRG IJBIS 88ti60000 : Woo GI S 089K : ewleN 81id IL686 VM `dnIlLAnd p8oa 8wooel t z;Z oul `Se100oSSV -Q ul88H Heath & Associates, Inc. 2214 Tacoma Road Puyallup, WA 98371 File Name : 3458c Site Code : 00003458 Start Date : 11 /20/2013 Page No : 2 BROWN BEAR AUBURN BROWN BEAR AUBURN f Souhbound I Northbound Start Time Right Thru Left App. Total Right Thru Left j App. Total I Int. Total Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of i Intersection 04:00 PM Volume 0 29 0 29 0 25 0 25 54 Percent 0.0 100.0 0.0 0.0 100.0 0.0 04:00 Volume 0 9 0 9 0 10 0 10 19 Peak Factor 0.711 High Int. 04:00 PM 04:00 PM Volume 0 9 0 9 0 10 C} 10 Peak Factor 0.806 0.625 BROWNBEA AUBURN Out In Total 25 29 54 29 Thru North 1/20/2013 4:00:00 PIN 1/20/2013 4:45:00 PM Unshifted Thru 25 29 25 54 Out In Total 15 9L NU HV=md NMU88 lelol ul 3n0 ZL 9E 9£ 9E nj41 1 Pa1+un Wd OO:Sb:S E E/LL/L Wd00:00 ,ELOZILIA WON 1 T ZL 9£ 9E IBlol ul in0 0'0 0'81? 0'ti 0'0 O'8ti 0'0 % IElol 0'0 UM L'L 0'0 0'00 L 0'0 % 4ojddy 9L 0 9E E 0 9E 0 lelol puE�� 0E r000 c'l E 0 sL 0 lujoi 9 E0 0 z 0 tNd 9r-so 6 E 0 0 9 0 Wd OE:90 8 Z E 0 6 0 Wd 91:90 8 ti 0 0 4 0 Wd 00:90 sti 0 tp;l 0 0 LS 0 IOIC.L L 0 9 0 0 z 0 Wd 9Y.V0 9 L 0 8 0 0 8 0 Wd 06:tO 6 0 s 0 0 V 0 Wds1410 E L 0 9 0 0 L 0 Wd 00-00 0'L 0'L 0'L 0'L 0'L 0'L polo'ed Ie101'lul uel ni41 34 la 4e1 ni41 I 34 !a OWLLJiTalS punog4UoN punog43nog I : ON 96L'd 6103/ L 1/ L L 9MIG IMIS 85t,50000 : epoo a}lS BMIC : GWEN alld ILE86 bM `dnllLAnd pL,oa Bwoo7el t, [ZZ Oul `SOIL"OOSSV V glBOH Heath & Associates, Inc. 2214 Tacoma Road Puyallup, WA 98371 BROWN BEAR DM Souhbound Start Time I Right Thru I Left App. Total Right r From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 04:00 PM Volume 0 21 0 21 0 Percent 0.0 100.0 0.0 0.0 04:30 Volume 0 8 0 8 0 Peak Factor High Int. 04:30 PM 04:30 PM Volume 0 8 0 8 0 Peak Factor 0.656 File Name : 3458a Site Code : 00003458 Start Date : 11 /11 /2013 Page No : 2 BROWN BEAR DM Northbound Thru Left I App. Total Int. Total 24 0 24 45 100.0 0.0 8 0 8 16 0.703 8 0 8 0.750 Out In Total 24 45Thru �2271 l NT t h ifI112013 4100:00 PM 1/11/2013 4:45:00 PM Unshfted Thni 2a 21 24 Out In Total R BEAR DM 17 Building Characteristics for 0220026001 Property Details Parcel Number: Site Address: Account Type: Category: IUse code. Building ID: 2 0220026001 5950 6TH AV Real Property Land and Improvements 6412-CAR WASH Assessor -Treasurer electronic Property Information Profile 11/20/2013 10:29 AM Lm Taxpayer Details Taxpayer Name: CAR WASH ENTERPRISES INC Mailing Address: CAR WASH ENTERPRISES INC PO BOX 70527 SEATTLE WA 98127-0527 General Characteristics Property Type: Commercial SF: 1,334 Fin. Attic SF: Condition: Average Net SF: 1,334 Total Bsmnt. SF: Quality: Average Atch. Garage SF: 0 Fin. Bsmnt. SF: Neighborhood: 403 / 730 Det. Garage SF: 0 Bsmnt. Gar. Door: Occupancy: Auto Related Carport SF: 0 Fireplaces: Built -As Bed- Bath - Description Year Built Adj. Year Built SF Stories rooms rooms Car Wash - Self Service 1971 1990 1,334 1 n/a n/a Improvement Details Detail Type Detail Description Add On Asphalt (AV) Add On Bulkhead 1 building(s) on this parcel 1 0 0 0 0 0 Sprinkler Exterior Class Roof HVAC Units SF n/a Masonry n/a None 1 0 Warning: Appraisal data provided Is for Informational purposes only and Is Incomplete for determination of value. Units 20,700 730 I acknowledge and agree to the prohibitions listed In RCW 42.56.070(9) against releasing and/or using Ilsts of Individuals for commercial purposes. Neither Pierce County nor the Assessor -Treasurer warrants the accuracy, reliability or timeliness of any Information In this system, and shall not be held liable for losses caused by using this information. Portions of this information may not be current or accurate. Any person or entity who relies on any Information obtained from this system does so at their own risk. All criticalInformation should beIndependently verified. Pierce County Assessor -Treasurer Mike Lonergan 2401 South 35th St Room 142 Tacoma, Washington 98409 (253)798-6111 or Fax (253)798-3142 ww k e n wa. r r Copyright© 2013 Pierce County Washington. All rights reserved. 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Traffic Impact Rate Table FeeRatsparD91tyV1Y1Ta s 473 llJe leNe tine■ITEwd:va:rrlVpre[rr,w.h edµLffdrl,todrd.'e lea min"kF"d Oar urh or developnere. In vettdardle"aveled/VMT). Sea IIE1&dddsseFWduraeelegeee � ItE ITE�OUS TE FIE Il'l= 0l5COUN7 DISCOUNT AVTiIV%91 NETNEY/ FEEPER U1NDUSE LAND USE AYFFIE OROSSTIUP PASS-eY itltRA-Ci TFUP VMTIMPACTNAME CODE iThkhl Sf2Eon TEIUNITm TfiIPSlrI TRIPS rrht LEHDT7tI'� RATElURItR UNIT not employees. Inbound and oulbound pro roughly equal most of the day. Some aubllclacMft/as are Mug 'refall. Auto Cam Center (multiple stores) ae2 Iooe w. ti 12 39.9 sox fox 1.62 42.6 S 20 21 Aura Pans Sales 843 1 1000sq.4I a at.e 1 60% to% 1 1.62 42.3 # 20 a30 Car Sales, New and Used bet 1 low eq. I 30 1 n3 I tox L lox 1 1.62 1 41.0 Aulomob)le Servlclno Cenvash e47 1 V.-SR 7 76.0 % 00% 1 1.62 11.4S 6,392 Service Station n0 Alini-Mart a" V.S.P. re a 1e6.6 10% sox 1 1.52 10.2 S 4 048 S arAca Ste diem vdth RM44art 9e6 V.SP. 10 162.8 a0% 60% 1 1.62 9.9 S 4 681 Tire Store a45.8e9 V,Sp. a 32.0 WA 60x 1.62 0.7 # 4 601 u e e s nt e4t V.s.P. 2 61.9 60% ao% 1d2 7T31 I5ocN1-Recroa Ilona! AcWlfles Drinking Place (pub, tavern. bar) on 1000 eq-ti 4 140.0 20% 70% 1 1.52 51.1 $ 24,167 Bowling Allay 437 1000sq. f. 24 33.3 10% IVA 1.62 41.0 $19410 HealMitness Club 492 1000aq.n. 36 32.9 10% 10% 1.52 40.5 $19.177 e, re ems eon, it facilities 591 IMsq. IL Na 46.0 10% 60% 1.52 32.8 $ 15,530 Restaurant, quality 931 1000.q.tt 9 90.0 20% 70% 1.52 32.6 $ 16 621 Restaurant, sit-down 932 1000 e4.M1 a 127.2 1 60% 70% 1.52 29.0 $13712 Library 690 fo6osq. llL ti1.0 10% TOx 1.62 22.2 $10482 Racquel/TenrdsClub 491 1000eq.R 14.0 lox t0% 1.62 17.3 S 8,170 Restaurant, fast food 634 1000ea ft. 496.0 60% sox 1.62 15.1 S 7,132 Recreallonal CommunityCenter 495 1o0oeq.tt 22.9 11% 70x 1.52 9.4 $ 4,441 Notes: (1) V.S.P. (VehWa Servldng Poshlon) a spats provided for one veNde to be heled or washed; not neces»Ay pumps` or'hwer (2) Use total rooms for holdlnael;IS% vacancy factorls Incorporated In gross ulp rate. ExdudesfaaOot%lthmelorrestauranlserdmeaftpiaca6. (3) lydtitWon of Transportation Engtneus.Teip Oeneradon, 71h widen. Some RE roles we smoothed and averaged toeliminate starstiratty hulgniacanl ddferencae. (4) Pass -by Diversion Reduction "Inslas trips diverted from the abeam of Iraftic passing by' a retail she, whhch add no vahki"Aes of impad on the road system. (5) Not New VMT Impel Trip Rats - ITE Goss Tdp Rate . (1 - % Pass -by- % Intna-City) a Average Trip Length. (a) For shopping centers over 65.000 sq. It.. see ITE for hgarhhmlc tdp rate formula. (7) A retirement commun'dy Is'self-ccoWned my It it provides a M range of fisdWas mails formsdcU cars, puesbor% shopping, dining, eta similar to a email city. For'esslsled sving' fadremeed faclfrdes serving the non4dvktg elderly with caregivera employed on -she, use Congregate Cue Centers under NON -RETAIL (a) Averagadzeddevelopm"corripdstnglheiTEdatabasa, Maybe useful todsdngisshbetween otherwise "If-soundingclasses. (0) Trip rate for any land use not covered by this table shelf be delamtned by the D'vedor of Public V brks. (10) Discounts half of each trip beginning and ending w11Nn city, to avoid duets for same Irnpod W bah ends. (11) Average miles per net new trip on city streats (only), determined using File Traffic Forecasting Model (12) TNs land use generates heavy truck travel. Truck surcharge must be calculated. (t3) UnRs erq>ressed as 1000 sq.IL refr tohabiublo gross b0cling area, not land area. UnR$ 6Wessed es'ecree refer to land araa. David Evans and Associates, Inc, FVWrFE0r4D10696MOUTO'r r.n Fee AM3 A&T W Ir,p.1 Fm N.WFuW It p r,V4V-&t g -Trip R.i.T.S: 10113p.6. d. 25 4ik CITY 14';:tS;P OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8'" Avenue South Federal Way, WA 98003 253-835-2607;Fax 253-835-2609 w►vw.citvof federal w•ay.eon HAZARDOUS MATERIALS INVENTORY STATEMENT 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 H 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. H. ACTIVITIES GOVERNED BY CARA AND WHPA REGULATIONS The inventory statement must be tilled out for the following activities: • Construction of any residential structure, including single-family development • Construction of any bam 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 e, • Personal wireless service facilities RECEIVED E® APR 13 2018 C CITY NITY DEVELOPMENT Project Name, Plant 2, LLC Car Want Applicant Plant 2. LLC Project Location S 352 d & SRl 61 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 (gallons) SOLID(pounds) (1) Acid or basic solutions or solids (2) Antifreeze or coolants (3) Bleaches, peroxides, detergents, surfactants, 420 al disinfectants, bactericides, al aecides g (4) Brake, transmission, hydraulic fluids (5) Brine solutions (6) Corrosion or rust prevcntion solutions (7) Cutting fluids _ (8) Deicing materials (9) Dry cleaning or cleaning solvents (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 (17) Glues, adhesives, or resins (18) Inks, printing, or photocopying chemicals (19) Laboratory chemicals, reagents or standards (20) Medical, hospital, pharmaceutical, dental, or veterinary 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 (33) Wood preservatives (34) List OTHER hazardous materials or deleterious substances on a separate sheet. _ Bulletin #056 — January 1, 2011 Page 2 of 3 k:\Handouts\Hazardous Materials Inventory Statement Project Name Plant 2, LLC Car Wash Applicant Plant 2, LLC Project Location S. 352nd & SR161 Tracking No. IV. FURTHER INFORMATION Provide the approximate quantity of fill and source of fill to be imported to the site. A pproximate Ouantity of Imported Fill Source of Fill No fill anticipated N/A 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 1I1. Check box(s) #2 through #5 (and fill in appropriate blanks) of the below table if they apply to your facility or activity. #1 [ ] The proposed development will not store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous materials or deleterious substances listed above. 42 [XJ Above ground storage tanks, having a capacity of1500 gallons will be installed. #3 [ ] Construction vehicles will be refueled on site. 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 _-Pounds 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 _pounds solid. Check any of the following items that currently exist or are proposed in connection with the development of the site. #1 [ ] Stormwater infiltration system (e.g., french drain, dry well, stormwater swale, etc.) #2 [ J 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 [ ] Leak detection devices, training for employees for use of hazardous materials, self-contained machinery, etc. SIGNATURE AO°u$ by` � � E 4/8/2018 B05©OF2M3f:4'GD . Signature Date Eric Corliss Print Name 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, orperntilceitter@eityoffedeahva)p.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 kMandouts\Hazardous Materials Inventory Statement �y VIEW FROM SOUTHEAST VIEW FROM NORTHEAST CONCEPT 5 FEDERAL WAY CAR WASH EXTERIOR DESIGN CONCEPTS 30 JAN 2018 VIEW FROM NOR] HWEb I - �" APR 13 2018 CITY OF FEDERAL. WAY COMMUNITY ❑EVEL.OPMENT IIel ix W1 design group ■., HELIX DESIGN GROUP, INC. WALL SIGNAGE ALLOWANCE STUDY ALLOWANCE: 4 total signs at 7% of the building face on which it is attached. WALLSIGN ALLOWANCE SHOWING ON CONCEPT IMAGES SIGN 1 214.6 SF 51"H LETTERING @18.5 SF EA. =129.5 SF SIGN 2 62.3 SF Approx. 60 SF SIGNS 3 & 4 227.3 SF 51"H LETTERING @18.5 SF EA. + Approx 60sf LOGO =189.5 SF 611C ►IPA VIEW FROM ENCHANTED PKWY SOUTHBOUND CONCEPT5 iW FEDERAL tVAY CAR WASH EXTERIOR DESIGN CONCEPTS 30 JAN 2018 SIGN 4 VIEW FROM ENCHANTED PKWY NORTHBOUND He'lix RIM design group . HELIX DESIGN GROUP, INC. FLF)ERAL- WAY CAR WASH EXTERIOR DESIGN CONCEPTS ILLUMINATED CORNICE ELEMENT 30 JAN 2018 RESYSTA COMPOSITE SIDING NICHIHA PANELS "Illumination Series" UPLIGHTING METAL CANOPY - EAST ELEVATION SOUTH ELEVATION W-11 oN AMR- 001., NICHIHA PANELS "Illumination Series" RESYSTA COMPOSITE SIDING GROUND FACE CMU Helix jdesign group HELIX DESIGN GROUP, INC. CMU Mutual Materials -Ground Face -Castle White SOUTH ELEVATION - - r COMPOSITE SIDING Resysta - CO2 Pale Golden - Mixed Level of Stain for Shade Variations ARCHITECTURAL WALL PANEL COLOR 1 Nichiha Illumination Series - Factory Color Match to Sherwin-Williams 6487 Cloudburst ARCHITECTURAL WALL PANEL COLOR 2 Nichiha Illumination Series - Factory Color Match to Sherwin-Williams 9052 Blithe Blue ARCHITECTURAL WALL PANEL COLOR 3 Nichiha Illumination Series - Factory Color Match to Sherwin-Williams 6206 Oyster Bay ILLUMINATED BAND METAL CANOPY, STOREFRONT & DOORS Dark Bronze F R S-- I L WAY CAR DIVAS EXTERIOR MATERIALS PALETTE 27 MARCH 20181 Pg. 1 ILLUMINATED BAND AT TOWER 3M Translucent Vinyl - Teal Green 3630-246 EAST ELEVATION RECEIVED APR 13 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Helix W, u design grop ., HELIX DESIGN GROUP, INC. 41kOF 401':tS=P Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South Federal Way, W�9,3-63�25 �� 253-835-2607;Fax E WWW. Ci t yotTc d cl'al�.coni APR 13 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Crime Prevention Through Environmental Design (CPTED) Checklist Directions Please fill out the checklist to indicate which strategies have been used to implement CPTED principles in your proposed project. Please check all strategies that are applicable to your project for each of the numbered guidelines. You may check more than one strategy for each guideline. Your responses will be evaluated by City Staff, and will be integrated into the Site Plan and/or Building Permit review process. - Section and Functional Area Evaluation for Performance Performance Standard Agency Ilse Only Standard Strategy ■ Applicable during -Site Nan Review AppliuK! duHn., Building; Yemit Review Section 1.0 Natural Surveillance 1.1 Blind Corners —Conforms Avoid blind corners in pathways and parking lots. —Revise NA Comments: Pathways should be direct. All barriers along pathways should P1 be permeable (see through) including landscaping, fencing etc. ■ El Consider the installation of mirrors to allow users to see ahead of them and around comers. e Other strategy used: 0 1.2 Site and Building Layout Allow natural observation from the street to the use, from the use to the street, and between uses Conforms __Revise �.N A Comments: Bulletin #022 — January 1, 2011 Page 1 of 9 k:\Handouts\CPTED Checklist See -lion and f Functional Area EvaItistion for Performance Perirlrmance Standard Agency U'ie Only Standard Strategy III Applivablr during Site Ma Review e Appkimble duririg Building PL=il Review Orient the main entrance towards the street or both streets on For Non -Single comers. ■ Family Development - Position habitable rooms with windows at the front of the dwelling. ■ Access to dwellings or other uses above commercial/ retail development should not be from the rear of the building. ■ ❑ Offset windows, doorways and balconies to allow for natural observation while protecting privacy. ■ XLocate main entrances/exits at the front of the site and in view of the street. IN For Commercial/ Retail/ Industrial If employee entrances must be separated from the main and Community entrance, they should maximize opportunities for natural Facilities surveillance from the street. ■ ❑ In industrial developments, administration/offices should be located at the front of the building. ■ Avoid large expanses of parking. Where large expanses of For Surface ❑ parking are proposed, provide surveillance such as security Parking and cameras. ■ N% Parking Structures Access to elevators stairwells and pedestrian pathways should ❑ be clearly visible from an adjacent parking area. ■ 4/A AAvoid hidden recesses. M Locate parking areas in locations that can be observed by adjoining uses. s Open spaces shall be clearly designated and situated at For Common/ locations that are easily observed by people. Parks, plazas, Open Space A common areas, and playgrounds should be placed in the front Areas of buildings. Shopping centers and other similar uses should face streets. ■ Other strategy used: G Bulletin #022 — January 1, 2011 Page 2 of 9 k:\Handouts\CPTED Checklist Section and V Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard 1.3 Strategy Applicahlr during Sire Plan Review 71 Applicable during 13uilding Permit RtMew Common/Open Space Areas and Public On -Site Open __Conforms Space _Revise Provide natural surveillance for common/open space areas. NA Comments: Position active uses or habitable rooms with windows adjacent ❑ to main common/open space areas, e.g. playgrounds,I�k swimming pools, etc., and public on -site open space. ■ Design and locate dumpster enclosures in a manner which screens refuse containers but avoids providing opportunities to hide. ■ Locate waiting areas and external entries to elevators/stairwells ❑ close to areas of active uses to make them visible from the building entry. e ❑ Locate seating in areas of active uses. e Other strategy used: 1.4 Entrances Confonns Provide entries that are clearly visible. —Revise NA Comments. - Design entrances to allow users to see into them before entering. ■ Entrances should be clearly identified (Signs must conform to ❑ FWRC 19.140.060. Exempt Signs. (Applicable during Certificate of Occ Wancu Inspection). Other strategy used: 1.5 Fencing —conforms Fence design should maximize natural surveillance from the —Revise street to the building and from the building to the street 'and NA minimize opportunities for intruders to hide. Comments: Bulletin #022 —January 1, 2011 Page 3 of 9 k:\Handouts\CPTED Checklist Section and + Functional Area Evaluation for Performance Performance Standards Agency Fse Only Standard Strategy ■ Applicable doing Site Elan Rcview 6 Appli(abla,dutmg Suiidinb Permit Review ,❑ Front fences should be predominantly open in design, e.g. pickets or wrought iron, or low in height. e Design high solid front fences in a manner at-inco. o ates- ❑ open elements to allow visibility above the height of five feet. e. If noise insulation is required, install double -glazing at the ❑ front of the building rather than solid fences higher than five feet. e Other strategy used: ❑■ 1.6 Landscaping Conforms Avoid landscaping which obstructs natural surveillance and —Revise allows intruders to hide. NA C'amnients• p� Trees with dense low growth foliage should be spaced or their crown should be raised to avoid a continuous barrier. ■ Use low groundcover, shrubs a minimum of 24 inchesin height, or high -canopied trees (clean trimmed to a height of eight feet) around children's play areas,' parking areas, and along pedestrian pathways. ■ Avoid vegetation that conceals the building entrance from the street. ■ Other strategy used: El 1.7 Exterior Lighting Conforms Provide exterior lighting that enhances natural surveillance. _Revise (Refer to FWRC 19.115.050(7)(a) for specific Iighting NA requirements.) Comments: Prepare a lighting plan in accordance with Illuminating _Engineering Society of America (IESA) Standards, which . ❑ addresses project lighting in a comprehensive manner. Select a, lighting approach that is consistent with local ,conditions and, 'crime -problems. A Lamm Bulletin #022 — January-] ,12011 Page 4 of 9 k:\Handouts\CPTED Checklist Section and V Functional Area Performance Performance Standard Standard Strategy t Applicable during Site Plan Revim S Applicable during Building i'ermit itcvic - Locate elevated light fixtures (poles, light standards, etc.) in a ❑ coordinated manner that provides the desired coverage. The useful ground coverage of an elevated light fixture is roughly twice its height. ■ 9 For areas intended to be used at night, ensure that lighting ❑ supports visibility. Where lighting is placed at a lower height to support visibility for pedestrians, ensure that it is vandal - resistant. e ❑ Ensure inset or modulated spaces on a building facade, access/egress routes, and signage is well lit. e ❑ In areas used by pedestrians, ensure that lighting shines on pedestrian pathways and possible entrapment spaces. e Place lighting to take into account vegetation, in its current and ❑ mature form, as well as any other element that may have the potential for blocking light. e Avoid lighting of areas not intended for nighttime use to avoid ❑ giving a false impression of use or safety. If danger spots are usually vacant at night, avoid lighting therm and close them off to pedestrians. e ❑ Select and light "safe routes" so that these become the focus of legitimate pedestrian activity after dark. ■ 6 ❑ Avoid climbing opportunities by locating light standards and electrical equipment away from walls or low buildings. e ❑ Use photoelectric rather than time switches for exterior lighting. e In projects that will be used primarily by older people (retirement homes, congregate care facilities, senior and/ or community centers, etc.) provide higher levels of brightness in public/common areas. e Evaluation for Agency Use Only Other strategy used: 1.8 Mix of Uses Conforms In mixed use buildings increase opportunities for natural —Revise surveillance, while protecting privacy. NA Comments: Bulletin #022 — January 1, 2011 Page 5 of 9 k:\Handouts\CPTED Checklist Section and f Functional Area - ENFaluatian for Feriormance Performance Standard Agency a;se Oniy Standard Strategy ■ Applicable during Sit4 III= N:vieu• {3: A.pplicahle duri[sg.Puddine Permit Rsview Where allowed by city code, locate shops and businesses on lower floors and residences on upper floors. In this way, ❑ residents can observe the businesses after hours while the residences can be observed by the businesses during business J hours. ■ ❑ Include food kiosks, restaurants, etc. within parks and parking structures. It Other strategy: used U 1.9 Security Bars, Shutters, and Doors _Conforms When used and permitted by building and fire codes, security ~ Revise bars, shutters, and doors should allow observation of the street _NA aiici bE CGnsistErt with the ai"CiiiteCtitirai siyiE Of tre uudding. Cornments: ❑ Security bars and security doors should be visually permeable (see -through). e Other strategy used: Section and V Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review 0 Applicable during Building Permit review Section 2.0 Access Canfrol 2.l Building Identification �ConFanns Ensure buildings are clearly ident f ed by street number to _Revise prevent unintended access and to assist persons trying to find _NA the building. Identification signs must conform to FWRC Comments: 19.140.060. Exempt Signs. ❑ Street numbers should be plainly visible and legible from the street or road fronting the property. e Bulletin #022 — January 1, 2011 Page 6 of 9 k:\Handouts\CPTED Checklist Section and Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicab€e during Building Permit Review In residential uses, each individual unit should be clearly numbered. In multiple building complexes, each building entry ❑ should clearly state the unit numbers accessed from than entry. In addition, unit numbers should be provided on each level or floor. e ❑ Street numbers should be made of durable materials, preferably reflective or luminous, and unobstructed (e.g. by foliage). e For larger projects, provide location maps (fixed plaque ❑ format) and directional signage at public entry points and along internal public routes of travel. e Other strategy used: 2.2 Entrances Conforms Avoid confusion in locating building entrances. Revise _NA Comments: Entrances should be easily recognizable through design features and directional signage. (Signs must conform to FWRC 19.140.060. Exempt Signs. ■ Minimize the number of entry points. ■ Other strategy used: 2.3 Landscaping _Conforms Use vegetation as barriers to deter unauthorized access. ,Revise _NA Comments: ❑ Consider using thorny plants as an effective barrier. e Other strategy used: 2.4 Landscaping Location Conforms Avoid placement of vegetation that would enable access to a _Revise building or to neighboring buildings. —NA Comments: Bulletin #022 — January 1, 2011 Page 7 of 9 k:\Handouts\CPTED Checklist Section and Ft<t3fetional Area EV luation for Performance Performance Standard Agency t;se Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Avoid placement of large trees, garages, utility structures, ❑ fences, and gutters next to second story windows or balconies that could provide a means of access. ■ Iv/Ar Other strategy used: 2.5 ,Security Conforms Reduceopportunities for unauthorized access Revise �NA Comments: Consider the use of security hardware and/or human measures ❑ to reduce opportunities for unauthorized access. (Applicable during Cert fcate -of Occupancy Inspection). Other strategy used: 2.6 Signage; Conforms Insure that signage is clearly visible, easy to read and simple —Revise to understand [Signs must conform to FWRC 19.140.060. NA Exempt Signs]. &-mments: Use strong colors, standard symbols, and simple graphics for informational signs. e Upon entering the parking area, provide both pedestrians and For Surface ❑, drivers with a clear understanding of the direction to 'starts, Parking and - elevators; and exits. e Parking Structures In -multi -level parking areas, use creative signage to -distinguish ❑ between floors to enable users to easily locate their cars. e ❑ Advise users of security measures that are in place and where to find them, i.e. security phone or intercom system, e Provide signage in the parking area advising users to lock their cars. e Bulletin #022 -- January.1, 2011 Page 8 of 9 k:\Handouts\OPTED Checklist,' Section and Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review. Applicable during Building Permit Review ❑ Where exits are closed after hours, ensure this information is indicated at the parking area entrance. e Other strategy used: El Section 3.0 Ownership 3.1 Maintenance Conforms Create a "cared for" image Revise �NA Comments: Ensure that landscaping is well maintained, as per FWRC ❑ 19.125.090, in order to give an impression of ownership, care, and security. (Ongoing). Where possible, design multi -unit residential uses such that no ❑ more than six to eight units share a common building entrance. ■ Other strategy used: 3.2 Materials —Conforms Use materials, which reduce the opportunity for vandalism. _Revise NA Comments: Consider using strong, wear resistant laminate, impervious glazed ceramics, treated masonry products, stainless steel ❑ materials, anti -graffiti paints, and clear over sprays to reduce opportunities for vandalism. Avoid flat or porous finishes in areas where graffiti is likely to be a problem. e -. Where large walls are unavoidable, refer to FWRC 19.125.040(21) regarding the use of vegetative screens. e Common area and/or street furniture shall be made of long ❑ wearing vandal resistant materials and secured by sturdy anchor points, or removed after hours. e - Other strategy used: Bulletin #022 — January 1, 2011 Page 9 of 9 k:\Handouts\CPTED Checklist CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: April 17, 2018 TO: Cole Elliott, Development Services Manager Peter Lawrence, Plans Examiner Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue FROM: FOR DRC MTG. ON. - FILE NUMBER(s): RELATED FILE NOS.: PROJECT NAME: PROJECT ADDRESS. ZONING DISTRICT. - Becky Chapin, Associate Planner No meeting, please email completeness comments for the BSP by 5/7/18. 18-101508-00-UP and 18-101511-00-1--f" SC4 16-101539-00-PC Plant 2 LLC Car Wash 35053 16th Ave S CE PROJECT DESCRIPTION: Construction of a new carwash facility on SE portion of parcel with associated site improvements. Project also includes a 3-lot Binding Site Plan. LAND USE PERMITS: PROJECT CONTACT: Process II & Binding Site Plan (BSP) Geoff Sherwin Apex Engineering 2601 S 35"' St, Suite 200 Tacoma, WA 98409 MATERIALS SUBMITTED: Combined both the Process II and BSP materials for routing. MLU Application Mailing Envelopes Title Report Water/Sewer Availability Assessor's Map BSP Drawing Statement of Architectural Design Aerial Photos Agreement for Dedication of S 352"d Street CPTED Checklist Solid Waste Receptacle Details Hazardous Material Inventory Checklist Preliminary TIR Traffic Impact Assessment Conceptual Elevation Drawing Materials Board Exterior Elevations Site Details Civil Drawings Preliminary Landscape Plan 40 CITY 40':: OF Federal Way MASTER LAND USE APPLICATION R EC E I V E P,t DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South Federal Way, WA 98003-6325 APR 13 20 253-835-2607; Fax 253-835-2609 www.cit offederalwa .coni CITY OF FEDERAL WAY COMMUNITY DEY OPMENT' APPLICATION NO(s) 19 - 0/50 0- U/0 4 / 8 - S //— 5 Date Project Name Plant 2 LLC Car Wash Property Address/Location Parcel Number(s) 1393 S 351st ST And/Or 35053 16th Avenue S., Federal Way, 98003 2021049116 Project Description To develop the SE portion of the parcel with a carwash facility, and create a total of 3 lots. PLEASE PRINT Type of Permit Required Annexation X Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) X Process H (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information CE Zoning Designation CE Comprehensive Plan Designation $148,200 Value of Existing Improvements TBD Value of Proposed Improvements International Building Code (IBC): TBD Occupancy Type TBD Construction Type Applicant Name: Address: City/State: Zip: Phone: Fax: Email: Signature: See Owner Below Agent (if different than Applicant) Name: Apex Engineering PLLC attn: Geoff Sherwin Address: 2601 South 35th St., Suite 200 City/State: Tacoma, WA Zip:98409 Phone: 253-473-4494 Fax: 253-473-0599 Email: Sherwin ,ApexEngineering.Net Signature: Owner Name: Plant 2 LLC Address: 3106-A Sumner Tapps Hwy E City/State: Lake Tapps, WA Zip: 98391 Phone: 253-826-5003 ooeusigned by. Fax: �f Email: Ericc@canyoncompany.com Signature: 9650020613ROD... Bulletin #003 — January 1, 2011 Page 1 of 1 k:\Handouts\Ivlaster Land Use Application PUBLIC WORKS DEPARTMENT CITY OF 33325 8"' Avenue South .�6325 .�. Federal Way Federal Way Fax 98003-2709 253-835-2700; Fax 253-835-2709 w w &.4JtvotTc&ralway.u�rn CAPACITY RESERVE CERTIFICATE (CRC, This CONCURRENCY DETERMINATION is made this 91h day of Sept. 2018 by the City of Federal Way (COFW), a political subdivision of the State of Washington (hereinafter called the "City"). WHEREAS, the developer intends to develop the property described as Plant 2 LLC Car %Vash reviewed under City file CN Number(s)18-101520-CN (hereinafter called the "development"); and WHEREAS, RCW 36.70A requires that the City adopt and enforce ordinances which prohibit development approval if the development causes the level of service on a transportation facility to decline below the standards adopted in the comprehensive plan, unless transportation improvements or strategies to accommodate the impacts of the development are made concurrent with the development; and WHEREAS, the City adopted its comprehensive plan in November 1995; and WHEREAS, Chapter 19 of the COFW Revised Code was amended by the creation of Chapter 19.90 Division III on June 10, 2006 by Ordinance 06-525 effective January 1, 2007; and NOW, THEREFORE, a concurrency certificate is issued for the development of Car Wash based on the facts and conditions set forth herein. Development Parameters This CONCURRENCY DETERMINATION is based on the following development: Development type: Car Wash Development size: Tunnel -1 Property address: 1393 South 3519t Street and/35053 16th Ave S Federal Way, WA 98003 Parcel No. (s): 202104-9116 Number of New PM Peak Hour Vehicles Trips Generated: 54 Validity of Concurrency Determination This CAPACITY RESERVE CERTIFICATE is valid only for the specific development approval consistent with the development parameters and the City file number contained within this certificate. If the development is changed, expired, cancelled or withdrawn, it will be subjected to reevaluation for concurrency purposes. Terms of the Capacity Reserve Certificate This CAPACITY RESERVE CERTIFICATE is valid until the underlying development permit expires, is withdrawn or cancelled, whichever occurs first. Approved By: 1_0lt' v Date: 14 Dec- MW Printed Name: Richard A. Perez, P.E Title: Cit 'rraffic Engineer FEDERAL WAY CAR WASH 02 DEC 2019 EAST ELEVATION S.OR1TI--I ELEVATION RESUBMITTED mi OR Ff FVATIONS DEC 13 2019 CITY OF �� war Felix 1 ;ign group ■.J HELIX DESIGN GROUP, INC.