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20-100375
CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL ---------------- DATE: TO: FROM: FOR DRC MTG. ON FILE NUmBER (s) : RELATED FILE NOS.: PROJECT NAME: PROJECT ADDRESS: ZONING DISTRICT: February 10, 2020 Cole Elliott, Development Services Manager Greg Kirk, Building Plans Examiner Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue Natalie Kamieniecki, Associate Planner Please Provide technical comments via email natalie.kamieneicki@citycfederalway.com 20-100375-UP None COSTCO WHOLESALE - TIRE CENTER 35100 ENCHANTED PKWY S CE PROJECT DESCRIPTION: Proposed 5,658 square foot addition to add tire center services; renovation of west elevation and entry canopy; convert existing 2,305 square foot tire center to addition sales floor space. LAND USE PERMITS: PROJECT CONTACT: CHARLIE EKBLAD MG2 CORPORATION MATERIALS SUBMITTED: Master Land Use Application Project Narrative Hazardous Materials Inventory Statement Title Report Preliminary Technical Information Report Preliminary Site Plans ** If .you did not receive an item on the above list and would like a copy please let me know** RECEIVED **I,, JAN � 0 2020 MASTER LAND USE APPLICATION CITY OF 0;:t�GaY OF FEDEPAL WAY DFPAR"' TENT OF COMM. UNIT'v DFvFt.oPhTFYT CQMMIINMf DELOpMENT 33325 8'h Avenue South Federal Wa Federtl Way, ax 98835-2609 � 253-835-2607;Fax 253-835-2609 w►yu•.ei tyoffcdcralway.corn APPLICATION NO(s) 40 —/ V ,37i7r; —0l) —o� Date Project Name COSTCO WHOLESALE -TIRE CENTER/CANOPY ADDITION Property Address/Location 351000 ENCHANTED PKWY. S Parcel Number(s) 219260-0180 Project Description A building addition of 5,658 SF to add tire center services. The entire west elevation and entry canopy will be renovated. Internally, the existing tire center (2,305 sf) in the SE corner of the building will be converted to additional sales floor space. PLFASF 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) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process V1 ~_ SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information C E -atiin Designation Commercial � Enterprise Comprehensive Plan Designation $7,718,400 Value of Existing Improvements $6,671,929 Value of Proposed Improvements International Building Code (IBC): M Occupancy P y Type V-g Construction Type Applicant Name: Charlie Ekblad (MG2 Corporation) Address: 1101 2nd Ave. Ste. 100 City/State: Seattle, WA Zip: 98101 Phone: 206.962.6522 Fax: N/A Email: Charlie.ekblad@MG2.com Signature: Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: Kim Katz (COstco Wholesale) Address: 999 Lake Drive City/State: Issaquah, WA Zip: 98027 Phone: 425.427.7540 Fax: Email: kkatz@costco.com Signature: \ L. Vr Bulletin #003 —January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application MG2 Corporation RECEIVED 1101 Second Ave, SeSte 100 Seattle, WA 98101I A N 3 n 2020 MG2206 corn CITY OF FEiaERA-1 WAY 01.27.2020 COMMUNITY i)-rVELOPNiENT Development Review Committee (DRC) City of Federal Way 33325 Wh Avenue South Federal Way, WA 98003-6325 Re: Federal Way, WA - Tire Center / Canopy Building Addition 35100 Enchanted Pkwy South, Federal Way (Parcel 219260-0180) Federal Way, WA - 98003 Subject: Costco Wholesale - Tire Center/Canopy Building Addition Dear DRC: The attached package includes the required submittal items necessary for a Land Use Process II application with the City of Federal Way. The proposed design complies with the intent of the Federal Way Revised Code (FWRC). Specific matters brought up during the pre-app meeting on March 7, 2019 have been addressed below: - The Building fagade modulation and screening options, described in FWRC 19.115.060(2), have been - included within this design. The design has incorporated canopies, which meet the 6'-0" minimum requirement, throughout more than 50% of the elevation. The entry canopy not only architecturally emphasizes the entrance but also creates a 5,800sf plaza accessible and visible from the right of way. - Building Articulation and Scale, referencing 19.115.060(3), has also been addressed. Varying building heights, three different colors of architectural metal panel and architectural features such as canopies and awnings are strategies the design utilizes. - Parking has been calculated using the gross square footage of the total building post expansion. The proposed site plan meets the cities requirements of 1 stall per 300 sf. The proposed site plan provides 622 stalls, which equates to 1 stall per 260 sf. 540 stalls would be requited at 1/300sf. Should you require any additional information regarding this matter, please contact me at 206.962.6522. Thank you. Sincerely, Charlie Ekblad Associate RECEIVED BAN 3 0 2020 CITY QF FEDERAL WAY CITY OF W MMUNffY DEVELOPMENT Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8'h Avenue South Federal Way, WA 98003 253-835-2607;Fax 253-835-2609 www.ci1-yo FcdcrfInay.com 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 II of this handout, and which are located within Wellhead Capture Zones 1, 5, and 10 as shown on the Critical Aquifer Recharge and Wellhead Protection Areas Maps. Please refer to the handout on Critical Aquifer Recharge and Wellhead Protection Areas for a description of the review process. II. ACTIVITIES GOVERNED BY CARA AND WHPA REGULATIONS The inventory statement must be filled out for the following activities: • Construction of any residential structure, including single-family development • Construction of any barn or other agricultural structure ■ Construction of any office, school, commercial, recreational, service, or storage building • Construction of a parking lot of any size • Other minor new construction (see WAC 197-11-800[2]) ■ Additions or modifications to or replacement of any building or facility (does not include tenant improvements) ■ Demolition of any structure ■ Any landfill or excavation ■ Installation of underground tanks • Any division of land, including short plats • Change of use, which involves repair, remodeling, and maintenance activities Dredging ■ Reconstruction/maintenance of groins and similar shoreline protection structures ■ Replacement of utility cables that must be buried under the surface of the bedlands • Repair/rebuilding of major dams, dikes, and reservoirs ■ Installation or construction of any utility, except for on -going operation and maintenance activities of public wells by public water providers • Personal wireless service facilities Project Name Costco Wholesale #61 Applicant Project Location 35100 Enchanted Pkwy S, Federal Way 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, disinfectants bactericides, algaecides 12990 14218 (4) Brake, transmission, hydraulic fluids (5) Brine solutions (6) Corrosion or rust prevention 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 13555 (14) Food or animal processing wastes 300 (15) Formaldehyde (16) Fuels, additives, oils, greases (17) Glues, adhesives, or resins 917 (18) Inks, printing, or photocopying chemicals 75 65 (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. 70 (23) Pesticides, herbicides or poisons (24) Plastic resins, plasticizers, or catalysts 886 1176 (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. Page 2 of 3 k:\Handouts\Hazardous Materials Inventory Statement Bulletin #056 — January 1, 2011 Project Name Castco Wholesale #61 Applicant Project Location 35100 Enchanted Pkwy S, Federal Way Tracking No. IV. FURTHER INFORMATION Provide the approximate quantity of fill and source of fill to be imported to the site. A roximate Quantity of Imported Fill Source of Fill Check box # 1 if you do not plan to store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous material or deleterious substance listed in Section III. Check box(s) #2 through #5 (and fill in appropriate blanks) of the below table if they apply to your facility or activity. #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. #2 [ ] Above ground storage tanks, having a capacity of 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 [V] substances, will be for sale in original containers with a capacity of 5 gallons liquid or 100 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 mounds 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 f ] 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 [r/J Leak detection devices, training for employees for use of hazardous materials, self-contained machinery,etc. SIGNATURE L, Signature Rebecca Lee, Agent for Costco Wholesale Corporation Print Name 11/15/2019 Date If you have any questions about filling out this application form, please contact the Department of Community Development's Permit Center at 253-835-2607, or permitcentera cityoffedealway.com. Please be advised that an application for a development permit lacking the required information will not be accepted Bulletin #056 —January 1, 2011 Page 3 of 3 k:\Handouts\Hazardous Materials Inventory Statement I J Form No, 14 Guarantee No.: NCS-929812-WAl Subdivision Guarantee RECEIVED JAN 3 0 2020 CITY OF FEDERAL WAY COMMUNFfY DEVELOPMENT GUARANTEE Issued by First American Title Insurance Company 920 Fifth A venue, Suite 1200, Seattle, WA 98104 Title Ofcer.• Lauren Humphreys Phone: (206)615-3150 FAX.- First American Title Insurance Company Form No. 14 Guarantee No.: NCS-929812-WAl Subdivision Guarantee (4-10-75) Page No.: 2 .�MF:xr First American Title Insurance Company National Commercial Services 920 Fifth Avenue, Suite 1200, Seattle, WA 98104 (206)615-3150 - (800)526-7544 FAX SUBDIVISION GUARANTEE LIABILITY $ To Be ORDER NO.: NCS-929812-WA1 Determined FEE $ To Be TAX $ To Be YOUR REF.: Costco Wholesale Corporation Determined Determined First American Title Insurance Company a Corporation, herein called the Company Subject to the Liability Exclusions and Limitations set forth below and in Schedule A. GUARANTEES Barghausen Consulting Engineers, Inc. herein called the Assured, against loss not exceeding the liability amount stated above 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 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 above. 3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. Dated: October 09, 2018 at 7:30 A.M. First American Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) SCHEDULE A The assurances referred to on the face page are: A. Title is vested in: Costco Wholesale Corporation, a Washington corporation Guarantee No.: NCS-929812-WAI Page No.: 2 B. That according to the Company's title plant records relative to the following described real property (including those records maintained and indexed by name), there are no other documents affecting title to said real property or any portion thereof, other than those shown below under Record Matters. The following matters are excluded from the coverage of this Guarantee: 1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. 2. Water rights, claims or title to water. 3. Tax Deeds to the State of Washington. 4. Documents pertaining to mineral estates. DESCRIPTION: PARCEL A: THAT PORTION OF THE VACATED PLAT OF EAST TACOMA CENTRAL ADDITION "B", ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE 43, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 1034'08" EAST ALONG THE WEST LINE OF SAID SUBDIVISION, 496.66 FEET; THENCE SOUTH 8803516" EAST 50.00 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH, AS ESTABLISHED BY DEED RECORDED DECEMBER 18, 1989 UNDER RECORDING NO. 8912180080; THENCE SOUTH 88035'16" EAST 470.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88035'16" EAST 637.61 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO. 1, AS ESTABLISHED BY DEED RECORDED FEBRUARY 9, 1959 UNDER RECORDING NO. 4995246; .......................... THENCE SOUTH 17042' 24" EAST ALONG SAID WESTERLY MARGIN 322.56 FEET TO AN ANGLE POINT THEREON; THENCE SOUTH 13058'06" WEST ALONG SAID WESTERLY MARGIN 167.17 FEET TO THE NORTH MARGIN OF SOUTH 352ND STREET, AS ESTABLISHED BY DEEDS RECORDED MAY 7, 1946 UNDER RECORDING NOS. 3566431 AND 3566432; THENCE NORTH 88031'41" WEST ALONG SAID NORTH MARGIN 707.40 FEET TO A POINT WHICH BEARS SOUTH 1028'19" WEST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 1028'19" EAST 467.20 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION BY DEED RECORDED NOVEMBER 06, 2008 UNDER RECORDING NO. 20081106000809. First American Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) PARCEL B: Guarantee No.: NCS-929812-WAl Page No.: 2 THAT PORTION OF THE VACATED PLAT OF EAST TACOMA CENTRAL ADDITION "B", ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE 43, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 1034'08" EAST ALONG THE WEST LINE OF SAID SUBDIVISION 496.66 FEET; THENCE SOUTH 88035'16" EAST 50.00 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 88035'16" EAST 470.00 FEET; THENCE SOUTH 1028'19" WEST 467.20 FEET TO THE NORTH MARGIN OF SOUTH 352ND STREET; THENCE NORTH 88031'41" WEST ALONG SAID NORTH MARGIN 470.79 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH; THENCE NORTH 1034'08" EAST ALONG SAID EAST MARGIN 466.71 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION DEEDED TO THE CITY OF FEDERAL WAY, A WASHINGTON MUNICIPAL CORPORATION BY DEED RECORDED MAY 3, 2002 UNDER RECORDING NO. 20020503001231. APN: 219260-0180-03 APN: 219260-0290-00 First American Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) RECORD MATTERS: General Taxes for the year 2018. Tax Account No.: 219260-0180-03 Amount Billed: $128,118.65 Amount Paid: $64,059.33 Amount Due: $64,059.32 Assessed Land Value: $5,899,800.00 Assessed Improvement Value: $2,483,500.00 (Affects Parcel A) 2. General Taxes for the year 2018. Tax Account No.: 219260-0290-00 Amount Billed: $61,788.01 Amount Paid: $30,894.01 Amount Due: $30,894.00 Assessed Land Value: $3,898,400.00 Assessed Improvement Value: $0.00 (Affects Parcel B) Guarantee No.: NCS-929812-WAl Page No.: 2 3. Potential charges, for the King County Sewage Treatment Capacity Charge, as authorized under RCW 35.58 and King County Code 28.84.050. Said charges could apply for any property that connected to the King County Sewer Service area on or after February 1, 1990. Note: Properties located in Snohomish County and Pierce County may be subject to the King County Sewage Treatment Capacity Charges. To verify charges contact: (206) 296-1450 or CapChargeEscrow@kingcounty.gov. 4. 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 Water and Sewer District as disclosed by instrument recorded August 04, 1986 as recording no. 8608041129. Right to make necessary slopes for cuts or fills upon said premises for S 352nd Street as granted by deed recorded May 07, 1946 under recording nos. 3566431 and 3566432. 6. Relinquishment of all existing and future rights to light, view and air, together with the rights of access to and from the State Highway constructed on lands conveyed by document in favor of the State of Washington: Recorded: December 12, 1958 Recording No.: -i 975993 ........................ 7. Relinquishment of all existing and future rights to light, view and air, together with the rights of access to and from the State Highway constructed on lands conveyed by document in favor of the State of Washington: Recorded: January 28, 1959 and February 9, 1959 Recording No.: 4990939 and 4995246 First American Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) Guarantee No.: NCS-929812-WAI Page No.: 2 8. Relinquishment of all existing and future rights to light, view and air, together with the rights of access to and from the State Highway constructed on lands conveyed by document in favor of the State of Washington: Recorded: March 19, 1959 Recording No.: 5009985 9. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Federal Way Investors, a limited partnership, as Nominee Grantee/Beneficiary: Federal Way Northwest 348th Equities, a Washington limited partnership Trustee: Chicago Title Insurance Company, a corporation Amount: $3,030,476.90 Recorded: February 08, 1983 Recording Information: 8302080125 Affects: The land and other property. 10. Easement, including terms and provisions contained therein: Recording Date: August 20, 1985 Recording Information: 8508200809 In Favor of: Lakehaven Sewer District, a Washington municipal corporation For: Sewer mains Affects: (Parcel B) as described therein. 11. Easement, including terms and provisions contained therein: Recording Date: October 27, 1988 Recording Information: 8810271104 In Favor of: King County, Washington For: Native growth protection easement Affects: as described therein. 12. Covenants, conditions, restrictions and/or easements: Recorded: October 27, 1988 Recording No.: 8810271105 13. Easement, including terms and provisions contained therein: Recording Date: December 27, 1988 Recording Information: 8812270577 In Favor of: Puget Sound Power & Light Company, a Washington corporation For: Electric transmission and/or distribution lines Affects: as described therein. 14. Easement, including terms and provisions contained therein: Recording Date: May 12, 1989 Recording Information: 8905120218 In Favor of: Federal Way Water and Sewer, a municipal corporation For: Water facilities First American Title Insurance Company Form No. 14 Guarantee No.: NCS-929812-WAI Subdivision Guarantee (4-10-75) Page No.: 2 Affects: (Parcel B) as described therein. Document(s) declaring modifications thereof recorded July 26, 1991 as Recording No. 9107260643 of ..................................... Official Records. 15. Easement, including terms and provisions contained therein: Recording Date: May 15, 1989 Recording Information: 8905150793 In Favor of: Pacific Northwest Bell Telephone Company, a Washington corporation, its successors and assigns For: Underground cables and aboveground telephone cabinets Affects: (Parcel B) as described therein. 16. Relinquishment of all existing and future rights to light, view and air, together with the rights of access to and from the State Highway constructed on lands conveyed by document in favor of the State of Washington: Recorded: October 20, 1989 Recording No.: 8910200632 17. Relinquishment of all existing and future rights to light, view and air, together with the rights of access to and from the State Highway constructed on lands conveyed by document in favor of the State of Washington: Recorded: December 26, 1989 Recording No.: 8912260701 18. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Robert J. Knutsen and KDE & Associates Grantee/Beneficiary: B. Scott Bolls, Eugene R. Ekblad and FWI Limited Partnership Trustee: Transamerica Title Insurance Company, a corporation Amount: $100,000.00 Recorded: May 30, 1990 Recording Information: 9005301909 Affects: The land and other property. 19. Easement, including terms and provisions contained therein: Recording Date: October 23, 1990 Recording Information: 9010231411 In Favor of: Costco Wholesale Corporation, a Washington corporation For: Parking, ingress, egress, loading, unloading, utility installations, roadways and installation of buildings Affects: as described therein. Document(s) declaring modifications thereof recorded July 28, 1994 as Recording No. 9407280652 of Official Records. 20. Covenants, conditions, restrictions and/or easements: Recorded: October 23, 1990 First American Title Insurance Company Form No. 14 Guarantee No.: NCS-929812-WAl Subdivision Guarantee (4-10-75) Page No.: 2 Recording No.: 9010231412 Document(s) declaring modifications thereof recorded July 28, 1994, November 22, 1994, January 13, 2000, July 18, 2000 and September 25, 2000 as Recording Nos. 9407280653, 9411220561 200001130002: i, 20000718000262 and 20000925000332, all of Official Records. 21. A lease dated October 23, 1990, executed by West Campus Square, a Washington joint venture as lessor and G. I. Joe's, Inc., an Oregon corporation as lessee, for a term of 30 years recorded October 23, 1990 as Recording No. 9010231426 of Official Records. Said lease, among other things provides for an option to renew for a period of 4 additional periods of ten (10) years each. Affects: The land and other property. 22. The terms and provisions contained in the document entitled "Indemnity Agreement" recorded September 21, 1993 as Recording No. 9309212251 of Official Records. 23. Lease made by West Campus Square, a Washington joint venture, lessor, to Circuit City Stores, Inc., a Virginia corporation, lessee, for a term of 20 years, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated August 31, 1994, and recorded November 29, 1994 as document no. 9411290394. Said lease, among other things provides for an option to renew for a period of four (4) successive periods of five (5) years each. Affects: The land and other property. 24. Easement, including terms and provisions contained therein: Recording Date: January 23, 1995 Recording Information: 9501230949 In Favor of: City of Federal Way For: Right to enter for inspection purposes Affects: (Parcel B) as described therein. 25. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Robert J. Knutsen, a married man as to his separate property Grantee/Beneficiary: Meridian Lenders III, a Washington general partnership Trustee: Chicago Title Insurance Company Amount: $2,358,478.39 Recorded: August 18, 1999 Recording Information: 19990818001342 (Affects Parcel B and other property) 26. The terms and provisions contained in the document entitled "License" recorded February 08, 2002 as Recording No. 20020208002178 of Official Records. FirstAmerican Title Insurance Company 27 28 Form No. 14 Subdivision Guarantee (4-10-75) (Affects Parcel B) Covenants, conditions, restrictions and/or easements: Recorded: Recording No.: (Affects Parcel B) February 8, 2002 20020208002206 Guarantee No.: NCS-929812-WAl Page No.: 2 The terms and provisions contained in the document entitled "City of Federal Way Local Improvement District Waiver of Protest Covenant" recorded April 29, 2002 as Recording No. 20020429001245 of Official Records. (Affects Parcel B) 29. Easement, including terms and provisions contained therein: Recording Date: October 14, 2003 Recording Information: 20031014000196 In Favor of: Lakehaven Utility District, a municipal corporation For: Water facilities Affects: (Parcel B) as described therein. 30. Easement, including terms and provisions contained therein: Recording Date: October 14, 2003 Recording Information: 20031014000197 In Favor of: Lakehaven Utility District, a municipal corporation For: Water facilities Affects: (Parcel B) as described therein. 31. Any claim that the Title is subject to a trust or lien created under The Perishable Agricultural Commodities Act, 1930 (7 U.S.C. §§499a, et seq.) or the Packers and Stockyards Act (7 U.S.C. §§181 et seq.) or under similar state laws. (Affects Parcel A) 32. Matters that may be disclosed upon recordation of final subdivision. First American Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) INFORMATIONAL NOTES Guarantee No.: NCS-929812-WAl Page No.: 2 A. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. First American Title Insurance Company SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE j 1. Except to the extent that specific assurance are provided in this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public _ records, (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided in this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly described in this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any structure or improvements; or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. (b) Defects, liens, encumbrances, adverse claims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any judicial or non -judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in this Guarantee. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS . J .-A 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) "land": the land described or referred to in this Guarantee, and improvements affixed thereto which by law constitute real property. The term "land" does not include any property beyond the lines of the area described or referred to in this Guarantee, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust, trust deed, or other security instrument. (d) "public records" : records established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) "date": the effective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adverse judgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. S. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such Assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the Loss or Damage. All information designated as confidential by the Assured provided to the Company, pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. Form No. 1282 (Rev. 12/15/95) First American Title Insurance Company 6. Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a claim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim Assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The Liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in this Guarantee; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage Assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance Assured against by this Guarantee. 8. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any other matter Assured against by this Guarantee in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro Canto. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is $1,000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of $1,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this Guarantee and shall be addressed to the Company at 2 First American Way. Bldg. 2, Santa Ana, CA. 92707. Form No. 1282 (Rev. 12/15/95) First American Title Insurance Company 0 0 13_ eK�'i,:F°�"• Twsa�wwwoenraw�aDnOma� rasa � bryw9nCa Senrpes RLED FDA RECOM AT AMUM CW '1 COCIVY m W W-" RE00FM D AETUM TD Costea Wholesale Corporation ■141Qi1R tYa.. ,........._.._...._. ..._................Attrt .'�OF7Il �R. Osterii�aus0 10809 - 120th Avenue N.E. ;:.0-kw 3.od AWtaaa ... _...,..._.._--......., __ . ..._.......,.�,__.... Kirkland, WA.9803.3 srwutwy war V"d THE GRAMM K.D.E. 6 Associates, a Washington general partnership, �t—.odia ca Ten Dollars ($10.00) and other good and valuable consideration, N(�� inhandpaid.m..epaad.anaahm Costco Wholesale Corporation, a Washington corporation, C? the f.0a i.a dstaled red wtde. idttded in the Comfy d King .9b*G1w tha ftm: � Oj See Exhibit A attached hereto and -_-"'- incorporated herein by this reference. awtu, � ass ! y� M v lV Daaed ._ QcT,Airk IS i9 90 K.D.E. & ASSOCIATES, a Washington VVV gene]rdl pd 1Cs, - .�. _ By; Arvada/West Campus, Inc., a BypLYtn; er.. By Was1T]G rati , r COUNTY OF--J on On day pet.ardb WPotd bdo,e ee On di ._.— d4 al. 10., 6ttae ae the a.dasiard. • Nebry ?abbe • for ar 9eeir d Wittr ..`.. Wi- dab amima3—d a.aea oppmrs -- -- b me ka to be the mdnidad deebad m od -- -- -bo mmW the mid i and ta.goiq kd--m4 and ar]oeo.fedPd then __—. — apd the vea bar kawn toPmndmt Iasi._-1y. f. aad whm=, oat and dnd. �.. fw fhe taa d pmvmm dw dw ae•m.d Ciao aa.odad tie mll'.k a.d mad mi err m be tie hoe nil Amy � Sail d..d d aid sorpu• Ebb. foe tk aa� tad PQP4a Hrria �aaaieaad. a.d m r+th e_._. , thrt _ medwe aw to aaacafa rie uid fatK,tera.t nil 64 OR mail GIVEN ` my hod and tii a/sad it q e cmpara ► ud d MW empmtekea . th4 d..... _ _ - yA-'^ wv irn3 oil oraid m.I k.aate d#rad me dq oil yw fni .._ — -Pa6Fc s aed fos the Stile d Wa4 Mau" Ptdic it and fw do Maw at Waiadan I*. M. W.W aw.,.n 32XIO j O O a STATE OF VZSNINGTON ) ) ss. COUNTY OF XING ) I certify that I know or have satisfactory evidence that Robert J. Snutsen, to ae known to be a partner of K.D.E. i ASSOCIATES, a Washington general partnership, signed this instrument and a0cwwledged said instru—nt to be the free and voluntary act and deed of said paxtmerS►+ip, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affired.y. Qey. Er , 1990. Kntary Public in and for the state of Washington, residing+'�:'f at a1f My cOs•1ission expires STATE OF WASHINGTON ) ) ss. COUNTY OF EING ) O I certify that I know or have satisfactory evidence that Sages W. Lagergmis . to we known to be the PresidauL of = NArmada/West Cargos= Inc., a Washington corporation, a partner of - -_ Q S.D.B. i ASSOCIATES, a Washington general partnership, signed this and acknowledged said iaatrument to be the free and CD O voluntary act and deed of said patnezwh p. four the uric and voluntary purposes therein sentioned, and on oath stated that he was authorized to execute said instrument. - wTTNSSS my hand and official seal hereto affixed an - Duo. cr 1990.i: 2", c" Notary Pohl ie in and for the 5! ding. state of vaqhIngton, resiat ',.ate+ �.. R- • •' . -= My Z5iwtission expires x :e Ti Yd: w . •''-- � �r •ice • :'3 BUSH. ROED $ HITCHINGS.1mc WMIBIT A gomRIOr it LOT �I� Cams �St s*� gift, RASNIf• m CENTRAL ADDITION "I", . T11At pORtlflti OF TOE VACATED PLAT RF EAST T,COMA QOula 4 OF p7ATS. PAf'+c 43IN KM ACCOSOI1IG TO TW PLAT ISERW ASFR= s: CoogrY, lRSH1NGTotj. DESCRIBED S 4 C08NF3 OF SECTIOII Z1. TWXS*0` IF 21 NEDASI 8, OW Com"mIi RO-1Ki` 1 i11 Yom w � . ALOE TH£ xkG AT THE `'yam 1 3< DB EAST, Y_li_. IN KING Cola= W 496.55 FEET; TAT ` """I" FAST 50.OR NAAGII3 OF 15TH A 11F 5om; 509iH 8g*35'16' EAST LIRE OF 'SAID 51i1SO FEET TO OF UGINNIRC: FRET ET TO THE T61JE Ta 1.T RIGS-�_ 88'35'16" EAST b37.6x � 17'4i'2►' r�T AI11i1C Tt (OltTitilllNE AI so. 1: Sf� ONCE SO11TIt VAY LINE OF PR.IWT $PATE ��'POINT THE MON; AID y E,Y lIAIGAN i57.17 FEET To TEL Ewa Man= OF SAID WESTERLY MARGIN 322.E FRET NA A11 ANGLE16AIEl1C SAID 11OM "GIM 107_40 13w58'06` BEST � NgF[g 88�31.41' T TRUE POINT 4F som 3529D ��" TWCH SEARS SOOTIi 1.26'19 WEST FROM THE FEET TO A POIIiI „ 467.20 FEET TO THE 1RDE YA1RT OF 6EGINK111G; THENCE 901TH 1-2E'19 EAST IEGIRNi>1G+ NS 323,585 SQUM THE ABOVE PARCEL CONTAI FEET OR 7.543 ACl ' Awf&D&-LAGvq SYEYSR A. HItCM� Mo ,� RR. Ma 75, 199415DR 36A SLWWF 1U the follarii9 lie' and --- ft-W251' -I- 14 L 32XIQ O_ M M 0 i 1. fte W%Mty.s P=UM,g__ g the f0ila4,,1 U111R aSM1- levied by Federal Var Fat:r and &ever Diatrict• $p 5,352.18 GoCiQ ival aooeetet t Interests Jsnuazy 22, 1987 � r of annwl Z� installments= N=bCr of installments 4 � r of Inutallm"ts dalisquamts Next instalmmnut D yabruary Z2o 2991 delinquent Cc' watsx and aa+wsr Fort I.. I. D. 11o•t S3 aFFSCxS= Qseatted Slockz 3, 4, S, 10 and v=ated allays in said blacks and bof VW*nt g, Le Xr 11 Streets irst 1 V fasst aw Fth and h eet limey t t �tlike r County ltaad. las State 8ighv&y (said pstm4ass and otWw paoPartY) i SSES.R: levied by Fadrral Far Water and Sever District • original amoaattt $10,782.77 left Interests �arauaq 2Z, X997 jan !tune amber of &=URI 20 iastallmenu: umber of installments gaide *umber of installments1401 4 ts a Next is�sn tallment1991 delinquent out water an s er natter and sower Fort L. I. D. do.s 53 A"ECTSt Lots 5 through 22. Slack 2 and porLton of vaca%,Ed streets adjacent and a portion of vacated alley Sotber (Said vgrsee}isisloss W property) 0 � 3WU4 byyedxa sl 1lrtax3.d pares "Ft"Ct. H■dSd,sa rsts�t . ilSi �R of saarai =astails�s+ata s 2p of Lmt&L sbxt: t 4 a ias"Umnts txUIwt 0 delisrgsaat Got plpsts rats�r asxl asrrr L. I. D. Ro.a 53 kPTSM t Lots S through 32, klock S and patIm of ilk portim raftt" atx eft add jscant (said graitsas aad otbar prop") IIL c 2- OWLcs OF AMMOM nP OR O00 ©XM which bavo b"n or C� wfil be lavl d spsiast the prOaises as disclosed by tacor&d a• _ .; the s � �oeat of L]he chkrg" C33 i�dethe city. ing � t - �c ifd �L1:rtet - ldu 3 �ditq Mt;vk 7yi 0 s 3. ACT r Snip. Secured yarLyt IsrLi sw*lthh=olaP aO ai obnoaprom iaar a c `C. is HOU10231 so.$ ArrzcTss said premises and otbar property 4. MMM WISSF! 4P AM MENEWS existing, fsxtwl or potential, for aceos3, 33ght, vlev and aft, and all ruts of ingress, egress and regress to, from and betvsen the prawfses and the bighvap or higbways to be constructed Cm lam conveyed by dead. Tot State of WasbiliCtOR Dfitods December 3, 1$58 and December 26, 1953, �sap�etirely Recordeds 3-a—nnar-� 3a, 1155 sad Y�ruaarryp 4. 1959 5990939 4995246, Recording No.s and respectively 5. 3#SCTi' provisions disclosed 3Asiaysrslst. S nd fills aff�es ectas Poxttion of pros"" adjoining the tb .� llacording So. s 3566431 CO 6. � JMD M MM iMtli'lIi a '�mR. CYa3ltaes Paget S+ossad Povar i Light Company, a CO O7 tion ��aJLCM Purposes es dJor distribution 1lssss Affe tst as Cued or to be Constructed RecozdRd s - December 27, 19t8 PAMM ndI go. $ 681MOS77 7. RASMMNT AND 'E '1'E W #UM L'aiiQlli0R5 TM=. Grantees Federal Way voterand Serer, a Purposes Rater facili lea s#fsetss 10 foot atrri as of land through vaxivaa pDrtL=tx of said premises and Recordeds MA iz, 1;6-9 � Rec-arl ng ao.a $915120218 s. r.&sEsM arm 2= MM arm CONDM fri 3URCOP. Grant** s rederal flay Bator and Saver, a •unit corporation Purpme s Sever acilitiea Affectas An northerly portion of said promises tr !�` _ no.. 19 5uo235 O 32XIO O i 9. RELIHQUIS OF ALL. R SRypVTS existing, future or poteatiai, for access, licjkt, view and air, and all rights of ingress, egress and regress to, from and between, the premises and tha highway or highways to be constructed on land conveyed by deed_ To: State of Washingp�tton Datedz November 22, 1958 and February 19, 1959, respectively Recorded: December 12, 1958 and March 19, 1959 Recording No.: 4975993 and 5009905, respectively 10. AGREEXENT providLnq a domestic water supply and sanitary sewer system. Bela: Federal Way water and Serer District And: Dated: nest Campus Square, a Joint venture Auguat 2, 1988 Recorded: September 26, 1988 - Recording No.; 8809260898 Said agreement was amended by Recording No. 8903100615. -- _O -:t11. EASEMENT AND THE TERMS AND CONDITIONS TBERFQF. M Grantee: King County, WashLw toa Purpose: Native growth protection easement Affects: Southeasterly portion of Farcel 8 of O Stadler Barnard survey Recorded: M ecored: October 27, 1980 Recording No.: 8810271104 12. COVENANTS, CONDITIONS, RESTRICTIONS AND MATTERS imposed by instzumeat. Recorded: October 27, 1988 Recording No.: 8810271105 -5- t CENTRAL ADDIT ION f=sz t.1111, L2 _.- gin'-• WARRANTY DEED r.. In, the Matter of State Route 5, Pierce County Line to Jct. SSH _ T NO. 5-A; State Route 18, Jct. P.B.H. No. 1 to Auburn; State Route r. 161, Pierce Co. Line to Kits Corner KNOW ALL MEN BY THESE PRESENTS, That the Grantor, K.D.E. & ASSOCIATES, a Washington General Partnership, for and in consideration of MUTUAL BENEFITS, hereby conveys and warrants to the State of Washington, the following described real estate situated in King County, in the State of Washington, to wit: All that portion of the hereinafter described Parcel "A" lying westerly of a line beginning at a point ,f apposite FSighway Engineer's Station (hereinafter referred to as HES) 14+00 on the SR 18 line survey of { SR 5, Pierce County Line to Jet. SSH No. 5-A (Sheet 9), and 125 feet southerly therefrom; thence westerly parallel with said SR 18 line survey to a point opposite HES SR 161 Sta. 8+73.11 on the SR 161 line survey of SR 18, Jct. P.S.H. No. 1 to Auburn and 65 feet easterly therefrom, when measured at right angles to said SR 161 line survey, said SR 161 line survey also delineated on SR 18, Tct. P.S.H. No. 1 to Auburn (Sheet 1), and on SR 161, Pierce Co. Line to Q Kits Corner (Sheet 5); LD thence southerly to a point opposite HES SR 161 Sta. 8+53.11 on said SR 161 line survey and 60 feet easterly 1 therefrom, when measured at right angles to said SR 161 line survey; thence southerly to a point opposite HES SR 161 Sta. CQ 3+50 on said SR 1.61. line survey and 50 feet easterly ji therefrom, when measured at right angles to said SR 161 �7 line survey; thence southerly parallel with said SR 161 line survey to the south line of Section 21, Township 21 North, { Range 4 East, W.M., in King county, Washington, and the end of this line description. 1 � Parcel "A" Lots 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 and 22, in Block 2; Lots 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 and 22, in Block 5; r Lots 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 and 22, in Block 8; �+ 00 Lets 5, 6, 7, 8, 9, 10, 11, 12 and 13, in B10Ck il; '4 TOGETHER WITH portions of "K" Street, "L" Street, "M" Ro W rq Street, "N" Street, and portion of the north half of x o TIq 3rd Street and of alleys in said Blocks 2, 5 and 8 as 1 have reverted to said lots by operation of law, all in i East Tacoma Central Addition "B", as per plat recorded in Volume 4 of Plats, page 43, records of King County; EXCEPT any portion thereof conveyed to the State of Washington by deed recorded January 28, 1959, under J Recording No. 4990939; •{ f 1 Situate in the County of King, State of Washington. f �1 AND W 3 3 MM Vacated Blocks 3, 4, 9 and 10 of East Tacoma Central Addition "B", as per plat recorded in Volume 4 of In m Plats, page 43, records of King County; 07 TOGETHER WITH the vacated alleys in said Blocks 3, 4 and 9; TOGETHER WITH that portion of vacated K, L, M. and N N _� Streets lying between the north and south lines of said o 0 Blocks produced east and west; CA TOGETHER WITH the south half of vacated 3rd Street (A � adjoining the above described property; Co CD Page 1 of.3 pages 0 O a l ` - ' 'RARRAWY DEED (Parcel "A" coat.) AND .TOGETHER WITH vacated Westlake Avenue (South 352nd Street) in said addition; EXCEPT the south 30 feet conveyed to King County for street purposes; AND EXCEPT that portion conveyed to the State of Washington by deed recorded under Recording No. 4995246, for Primary State Highway Number 1; Situate in the County of King, State of Washington. The specific details of the lands herein described concerning all of which are to be found within that certain map of definite location now of record and on file in the office of the Secretary of Transportation at Olympia and bearing dates of approval. -a� -sCf G is -.SF• S-a4l 3B , with plan revision pending to delineate this transaction. It is understood and agreed that the delivery of this deed is hereby tendered and that the terms and obligations hereof shall not become binding upon the State of Washington unless and Wuntil accepted and approved hereon in writing for the State of O OCD Washington, Department of Transportation, by its Secretary or his duly authorized representative. Ch Dated this /J day of &,'nu !4 $ b( Z r-D.E. & ASSOCIATES, Accepted a d approved: a Washington General Date-YV4(+44t S. 226"1 Partnership �� J ST TA E Off' WAS ING O By: De a ra pa at n oj{.a►sS�• l�lA.'r BY By: Tltle: CNICFFI:IIT0- YAGENT A Afv-.A /u. c•�F�vsti,-� rA�M i STATE OF WASHINGTON, ] Be. County of WIC ] On this 13T14 day of -A7Ek=E-�afore me personally appeared �_ � �'. { ftlr } and to me known to be the General PartneM of the General Partnership that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and dead of said General Partnership, for the uses and purposes therein mentioned, and on oath stated that l IS� authorized to execute said instrument. GIVEN under my hand and official seal the day and year last above written. ��oD Not Public`in and for the State of Washingto , Residing at HI My Appointmen expires Page 2 of $ pages w r STA72E OF WASHINGTON ) SS. County of jn ) L On this �f{ day of n�nlrf�:- Iy$`� before me personally appeared m - ;-7 ASLF4 _ to me known to be the General Partner of the General Partnership that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said General Partnership, for t o uses and purposes therein mentioned, and on oath stated that ► authorized to execute said instrument. GIVEN under my hand and official seal the day and year last above written. Not Pt ub in and for the ,O_���smxery�yF� y� Sta of Wa u.ngtan, Residing MyAppointme``tttexpires 2 l-T-+ice ,.A6B ] cF 3 ?� n p rr. - �r - � v oo c� ' STATE OF WASHINGTON ] 65. County of 4 6 ] On this `jk� day of IJoaf-, rIF,v- /r/rS�% before me personally appeared l7 • c 5 E to me known to be the General Partner of the General Partnersh p that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said General Partnership, for t e uses and purposes therein mentioned, and on oath stated that authorized to execute said instrument. GIVEN under my hand and official seal the day and year last above written. i Not Pub n and for the O r, °hUyp� rry Stat of Wa i3i ngton, lq OiAR ? S. Residing at j-'. S t A P : My Appointment expires 2-1=i-q3 CD a C, in C, _ c _ CO c ui m � ,-A&C 3 of- 3 .�. I» the Matter of Prissr7 State Highway No.1, 1 i * C �L17e to - A •!I KNOW m sbannd and wife on RLrch 25r 95S and at fill That the trues mince 9�eibh and aline r« for ea3 . or ri"'a�u Ott aaao +jWai°f - - - - MOr and N011W • - - OW-00i Dollars, hereby convey and warrant to the u:aTa of WAsmNazox, the following described real estate situ- ated in King County, ir. the State of Washington: Lots 1, 2, 3, 4, 7, 8, 9. 1%+od 15 t 28 inclusive of Block. 21 East Tacoma: Central Addition "A", es per plat record.ad in W01=e h of Plata, page 42, records or said County, TOGS TitM that Portioa of Sly 3 Of Vacated East TLea 1a Central Addition "B", as per plat recorded in Volume 2� Of Mtn, peg* 43, retards o1 said County, and rboae POrtIODO of vseated streets ajaeent thereto lying North oeTly Of a of dine ddescriection e& asl?011ows- p&ra-aiag on t the South lino or said iSrOjy, 3 atwhom measured at rigbt sngles, from the LA Line parallel vitas and. e75 fret lforthwster3y, _ of Primary State Hi#rwmy NO- 1, rise County Line to jct. UsNo. 5-An the- 16 Nor "Aterly along said Parallel line to a Point opposite Higb yy imgin North. 17`42' Hest 300 feet to the texnd-au■ of this line dsacription. SKG'l,1rT the South 30 feet thereof. The lend+ bef" conveyed hernia contain an area of 1.54 acres, mare or less, the specific details concerning all Or vbich are to be found within that certain map of deflu a loca- tion m w of record and on file in the office of the DirecWr rrf Sigbways lymp , benrtng date of apprrovsi -7une 24, 1958, end the center line of which is also abCF= of record it Yoluse 1 or ffighwsy Plats, page 154, retard■ of said C=tY. ALSO, the Grantors herein convey and varrent to the State of Washingt-on all rights of ingress and egress (lacluding all wdsting, future or potential easements of acceia, light, vier• and air ) to, from and between Primary State lilghwai' No. 1, Fierce Cossaty Line to Jct. 3SS NO- 5-A, and the remainder of said R10ck 3 and vested streets. It is expressly intended tbat t]+ese covenants, burdens and restrictions aball run with the land find aball forever bind the Grantora, their heirs, successors or assigns. ibis 0229, am, m2m emd 8 is toderstood od apeod tid tits of 31 dad is NW t+y► MWered 4md that the terms ad jb the tAs duets MM th led ief fight of Way Agent Dated this. _26tt__day of_AMhWM 19.0 f-005; Accepted and approves JAH 28 1959 w -+++•" '—:. . STATE OF WASHINGTON DzpAnrmwa or HHtattwatra By. ........ _ 0$*, Chief Riobt of W ab AoMO. rATz or WAstlmmx, H. ounty of., x4L7Ai 1, the undersigned, a notary public in and for the State of Waahington, hereby certify that on this 26th.. ..,day of.. Pecod ex .........personally appeared before me Lyle g. ,`Nita and,.,llaft=' 'Jtdth t me known to be the individuaLL described in and who executed the foregoing instrument, and ac. nowledged thatAIM .. signed and seated the same as..Ab2Lr_._..,free and voluntary act and deer!, for to uses and purposes therein mentioned. Given under my hand and official seat the day and year last above written. Notary PtibUe in an. Jor the Stole of Washlnpton, Reswhv at. ..... Taaasa, aa h gran i N RRMT OF Rai 49 0 b vt a s x i villa. 7ig �• �. Aii>aa� - �� ,Pry >/rf�.�f QUIS. LAIM DEED. . -.------------- . ...... .. .... ......... . _ftr iLt catLaideratian o£.. 4-; -q Dnllas� etid al5a of—bgne[itEJln aoarne ln...~ -..- by reason of la}ink out and etirahlishing a public roar: isr'trtY• and which is hereinafter described' oi5'uce`j r •lease.. and quit. closim ..- to the C'onnty of- of �1;i5hitt�tbts. inr u..�• cif tin, Public forever• as a imhlir riiad mid 10 lsvrav, all iiit.,,retit in the fnllntirisig• ;hx 5auib 30, feet of WRst3Ake Aretntse in the plat of Fast T-maoma Central Add."Btn, Vueated, Jyiilrg .in Trant of Lots u aril 15 Blk 3, Lots 14 and 15 Blk 4, Lot 15 Blk 9 rood kat u Blk 10 MW adjoining streets in said plat. - • e � c:lt•] t c i•i�'hf tP rtiR @ nl near.. nry- sltlpr:: fnr eu(a and fills tipau !]te nUutiinv lu•aps-ri i•. sn,l on' r.•h 'idi!;k si�►iPi'ilcscrilud right-of-may,in conformity with stxminrr�pittns.xq EgpealfictrPi_•n t'i rli:_is+i s I : tr + v,. nsd*e extent And tsurpnsse an if the rightsdtnrain grn .Jill - +e+:"cjuirvd im- •nnrienin:etnn,- Ist;,,: •.- - in�P tinder Fksingnt �)PtttalFl tirntstc ney1aofae€iiiliir�;'t •ilnnted in the ('omtn of ..... ...... .$We 04 WgA1ill g,�,� Dsted thiv._ A_ i]_ 1fl;�j�16 IVITNESS A 9, 60 • r STATE OF W p(GIOM ' COUNTY ,•• P t nn 1he An of i'oAte in :sPullfor the titotts• of '� _ .- dnl�- cut ni.7intied s,�n. �:rsun;iltr- came Ln.use, kn„nos to liv 11 JnerisrisinalA Ir.eFilscki itt ;still eserntell the, i"Vkhiu iii.,trmm:ut l n(-knowh;(j,(-i its my that sigT4Ld snsl "ended Ali!. •sus@;:.• y au���y _. DAnil voluliturc nr snd deed for the town, and purpu:. thi•riiu tetentinurel• _ All � d and offiaisl sral the dny and velir first ahoy: eri Lit for ilie State. of iv:kshin�inu, rr.idiu�� st A U W6 O z O ' v � = t O I I L 1 • � �� � � �7 O - *y a Fib 3 16 a J P ro r fl a i 4. _c--s-'lE" c�" W. J. Mite w' M21470-449 QUIT -CLAIM DEED ' ii6 Tfic giaitterr.-_.litrtlm:.-... Wastion J. Betta + __....._ „-........-- .......... x wd"o for the tonsidaration of f -- fy} Q - and also ofi benefits to accrue to:.. ...-..--,.....:by reason of laying out and establishing a publi raa,l thrasigf�-. _ . hd a.-.....-1.--.property, and which is hereinafter described, conveys_ release-9 • and ,l ;t alaim..@. to the Countr of King 5tat'. of Washington, For t__, the Public forever. as a pnblic.road and highway, all interest in the following de-terillvd real estate, viz The Seath 30 ,feet of Westlake, "venue in the Plat' of East T&cana Central Acid "Bt, Vacated, lying in front of Loti4 Blk 9 and adjoining streets in said plat. f V RA ftetlake Ave. — So. 360 St. taKethw WiLk &Ngbt to make nit necessary slopes for cuts and fills upon the abutting property, and nn each side of Said btd right of -nays in conformity with standard.plattsand apeeifit ations for hig4srtppnrpocr an$ re the tame a_Xtent and purpose as if the rights herein granted had been acquired by condemnation pmcee•l. iugw "t ff Emiueut Domain rttrtntes of the State of Washington, _ siinrited in the County of._. :;ins State of \3a,hington. Dated this__.. 22nd day of_. 7ty,1TIMS.. "! .... ..- �_ :..._ ;-- -= ---.....-__ ....._........- .1 ,.fit_. • �'�...��t�. . • t STATE OF wASHINGTON COUNTY OF..._,...._..---• ................... clay of Tgnur+ry 19 xti . lx:Ipre tnc, a totnry�i'n=,'e - in «nd for the State of t1•ashingion, clnly commissioned and sworn, persomili carve. - lYB�t -1 '...aq to me known tri he till- iudividmil di -scribed in and • _ :4 instroment and aeknowled etl to ute that: he si �ned'antl sealed ripe x,uue ��� lr� ; g ! . '..1. �ARYfs C kn4 VrAuntarc st.t and deed -for the. uses aitd purpoytw therein tttentioued.. :��k.ijg0,' and official seal the day and year first atindgtrrit 4Notary Ni?lk in and for the State of Washington, residing at. S tittle __•,.- Q G* i O Z o ti E7 rx s After recording return document to: State of Washington Department of Transportation Real Estate Services Office P O Box 47338 Olympia WA 98504-7338 0809 17 �n�ds..e ... E2370246 KING COUNTY, WA STAXALE $10.00 Document Title: Special Warranty Deed $0 . ee PAGE001 OF 001 Reference Number of Related Document: Grantor: Costco Wholesale Corporation, a Washington corporation Grantee: State of Washington, Department of Transportation Legal Description: Ptn. Blocks 3, 4, 9 & 10, Vacated Plat of East Tacoma Central Add. B, Vol. 4, pg. 43 e1ti� 5 Additional Legal Description is on Page;4jof Document Assessor's Tax Parcel Number: 219260-0290-00. 219260-0180-03. 20081106000809.ZZ; SPECIAL WARRANTY DEED Y L�� 1F. SNP State Routes, Pierce County Line to Jet. SSH No. 5-A The Grantor, :Costco Wholesale Corporation, a Washington corporation for and in consideration of ;the sum of TEN AND N0/100 ($10.00) Dollars, and other valuable consideration, in hand paid, grant, bargain, sell, convey, and confirm to the State of Washington, Department of Transportation the following described real property situated in Icing County, in the State of Washington, under the imminent threat of the Grantee's exercise of its rights of Eminent Domain: For legal description and additional conditions See Exhibit "A' attached hereto and made a part hereof. The Grantor, for itself and for its successors in interest do by these presents expressly limit the covenants of the deed to those herein expressed, and exclude all covenants arising or to arise by statutory or other implication, and does hereby covenant that against all persons whomsoever lawfully claiming or to claim by, through or under said Grantor and not otherwise, and will forever warrant and defend the said described -real estate. Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of the hereinafter described Tract "X" the lien of all unpaid taxes, if any, affecting FA No.0053 (919) 0053 (934) Project No. U800502K RES-302 Page 1 of 5 Pages Parcel No. 1-22525 Revised 09/0 ' 20081106000809_ SPECIAL WARRANTY DEED the real estate hereby conveyed, as provided by RCW 84.60.070. It is understood and agreed that delivery of this deed is hereby tendered and that the terms and obligations hereof shall not become binding upon the State of Washington unless and until accepted and approved hereon in writing for the State of Washington, Department of Transportation, by the Director of Real Estate Services. Costco Wholesale Corporation, a Washington corporation I-- IdZIL -- ail Tsuboi, Assistant Secretary ) wwso ►� 'op r��,o•�•` ° Y or e%6t1 y .�nin "{sect drion U cr,tois� Accepted and Approved STATE OF WASHINGTON Department of Transportation By: n4 f 1 e Palazzo Acting Director, Real tate Services Date: I eyW,t" .6,- &V� RES-302 Page 2 of 5 Pages Parcel No. 1-22525 200811n�nnn$nq=_ SPECIAL WARRANTY DEED STATE OF WASHINGTON ) : ss County of King ) On this --I,day of 0 t-i before me personally appeared Gail I Tsuboi to me known to be the Assistant Secretary -of the corporation that executed the foregoing instrument, and acknowledged 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 she authorized to execute said instrument. GIVEN under my hand and official seal the day and year last above written. Notary Public in and for the State of Washington, residing at My commission expires RES-302 Page 3 of 5 Pages Parcel No. 1-22525 SPECIAL WARRANTY DEED EXHIBIT "A" 2008iiWUi 0809.__ That portion of the property hereinafter described as Tract "X", lying Easterly of the following described line: Beginning at a point opposite Highway Engineer's Station (hereinafter referred to as HES) 1E1875+32,± on the L line survey of SR 5, Pierce County Line to Jct. SSH No. S A;, and 279.75 feet westerly therefrom; thence Northerly, parallel with said line survey, to a point opposite HES La 1877+08.60 and the terminus of this line description. Tract "X" Parcel A: That portion of the vacated plat of East Tacoma Central Addition `B", according to the plat thereof recorded in Volume 4 of Plats, page 43, in King County, Washington, described as follows: Commencing at the Southwest comer of Section 21, Township 21 North, Range 4 East, W.M., in King County, Washington; thence North 1°34'08" East along the West line of said subdivision, 496.66 feet; thence South 88035' 16" East 50.00 feet to the East margin of 16`h Avenue South, as established by deed recorded under Recording Number 8912180080, and the TRUE POINT OF BEGINNING; thence South 88°35' 16" East 470.00 feet; thence South 1 °28' 19" West 467.20 feet, more or less, to the North margin of South 352nd Street, as established by deeds recorded under Recording Numbers 3566431 and 3566432; thence North 88031'41" West along said North margin 470.79 feet to the East margin of 16th Avenue South, as established by deed recorded under Recording Number 8912180080; thence North 1 °34' 08" East along said East margin 466.71 feet to the TRUE POINT OF BEGINNING; EXCEPT that portion conveyed to the City of Federal Way, a Washington municipal corporation, by deed recorded under Recording Number 20020503001231. Parcel B: That portion of the vacated Plat of East Tacoma Central Addition "B", according to the plat thereof recorded in Volume 4 of Plats, page 43, in King County, Washington, described as follows; Commencing at the Southwest corner of Section 21, Township 21 North, Range 4 East, W.M., in King County, Washington; thence North 1134'08" East along the West line of said subdivision, 496.66 feet; thence South 88°35' 16" East 50.00 feet to the East margin of 16"' Avenue South, as established by deed recorded under Recording Number 8912180080; thence South 88°35'16" East 470.0.0 feet to the TRUE POINT OF BEGINNING; thence continuing South 88°3516" East 637.61 feet to the Westerly right-of-way line of Primary State Highway No. 1, as established by deed recorded under Recording Number 4995246; thence South 17042'24" East along said Westerly margin 322.56 feet to an angle point thereon; thence RES-302 Page 4 of 5 Pages Parcel No. 1-22525 n r SPECIAL WARRANTY DEED South 13058'06" West along said Westerly margin 167.17 feet to the North margin of South 352nd Street, as established by deeds recorded under Recording Numbers 3566431 and 3566432; thence North 8891'41" West along said North margin 707.40 feet to a point which bears South 1 °28' 19" West from the TRUE POINT OF BEGINNING; thence North 1'28' 19" East 467.20 feet to the TRUE POINT OF BEGINNING. ALSO, the grantors herein convey and grant to the State of Washington, Department of Transportation all rights of ingress and egress (including all existing, future or potential easements of access, light, view and air) to, from and between SR 5, Pierce County Line to Jct. SSH 5-A and the remainder of said Parcel "X". The lands herein described contain an area of 817 square feet, more or less, the specific details concerning all of which are to be found in that certain map of definite location now of record and on file in the office of the Secretary of Transportation at Olympia, and bearing the date of approval June 24, 1958 and revised March 27, 2008. Grantor's Initials RES-302 Page 5 of 5 Pages Parcel No. 1-22525 Return Address City of Federal Way Attn Kim Scattaiella 33530 1st Way South PO Box 9718 Federal Way, WA 98063-9718 01/02/2002 it 38 KING COUNTY, W�A2 SALETAX �0 00 00 PAGE 001 OF 002 STATUTORY WARRANTY DEED Grantor (s) Costco Wholesale Corporation, a Washington corporation Grantee (s) CITY OF FEDERAL WAY, a Washington municipal corporation Property Legal Description (abbreviated) PORTION SW %4 SEC 21, T21N, R4E, W M Additional Legal(s) on Exhibit A Assessor's Tax Parcel CD#(s) 219260-0180-03 frHE GRANTOR(S) Costco Wholesale Corporation, for and in consideration of the City of Federal Way's approval of Permit No O1-]03289-000-00-CO for construction of gas station `" *R44K-& rand other good and valuable consideration, conveys and warrants to the CITY OF e FEDERAL WAY, a Washington municipal corporation, the real property described in Exhibit "A" herewith attached and made apart hereof, and any after -acquired interest therein, situated in Q King County in the State of Washington .r, a 0o DATED THIS = C,-__ day of_ __UNLinot-I , 20O` V C�- GRANTOR COSTCO 11L1✓ CORPORATION By Rich d I 1kli Its Vice -President / General Counsel 999 Lake Drive Issaquah, WA 98027 STATE OF WASHINGTON ) ss COUNTY OF KING ) On this clay .personally appeared V lr .lchard I Olin, to me known to be the Vice-PresldeiitlGcneral Caunse o0 olesale, the corporation that executed the foregoing License, 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/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation GIVEN my hand and official seal this day of _ , 20 e-a, (notary signature) (typed/printed name of notary) Notary Public in and for the tale of Washington My corn m tssion expires_ _ r?-dam C" CIA C4 r-r 4�-j u-, CZ) [V 0 1'csdc\does\save\33842552017 doc N 0 O LEGAL DESCRIPTION ADDITIONAL RIGHT-OF-WAY DEDICATION All that portion of the vacated plat of East Tacoma Central Addition "B", according to Plat recorded in Volume 4 of Plats at page 43, Records of King County, Washington, more particularly described as follows COMMENCING at the Southwest corner of Section 21, Township 21 North, Range 4 East, Willamette Meridian, King County, Washington, THENCE North 01 ° 34' 08" East along the West line of said section, a distance of 496 66 feet, THENCE South 88° 35' 16" East, 50 00 feet to the East margin of 16th Avenue South, THENCE South 01 ° 34' 08" West along said East margin, 466 71 feet to the POINT OF BEGINNING, THENCE South 88° 31' 41" East along the North margin of South 352nd Street, a distance of 269 33 feet, THENCE North 78115' 27" West, 70 11 feet, THENCE North 881 31'41" West, 175 29 feet to the beginning of a 25 00 foot radius curve to the right, THENCE along the arc of said curve, passing through a central angle of 90' 05' 49", an arc distance of 39 31 feet to a point of cusp and the Easterly margin of 16th Avenue South, THENCE South 01 ° 34' 08" West along said Easterly margin, a distance of 37 54 feet to the POINT OF BEGINNING Project Name Costco Gas Station December 4, 2001 RW Glbq 6076L 002 N01'34!98 E 2649 47' TI, BASIS OF BEARINGS 16TH AVENUE SOUTH :F 375 3 Cl) 42 5' ,I U U 0NGIN � to 3 C N +fl cn iA Rom cn n = w n e WCA m j N # � z Q +Ww 0 � CA I �f � N I m Xs m 01 0 M m � rnl 4 I� 1 Scale Horizontal 1 "=50' Vertical 72ND AVENUE SOUTH ��' ,IpH18215 KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES E OD n r i('"l CA Q `.) O LSi m n O Z X 2 For. ^ O S T ^ O Job Number V a7 �/ 6076 WHOLESALE Sheet ROADWAY DEDICATION EXHIBIT 1 of 1 t Q` f I CV i1 k, i i� Votice of Additional Water or Sewer Facility Tap or Connection Charge NOTICE IS REURY GIVKN that Federal Way Water and Sewer District, of King County, Washington, intends to levy a ^ao er con- nection charge for providing water and/or sanitary stwer service to the realty below described. Further information regarding the charge is availa6%e at the District office at 31627 First Avenue Soath, Federal Way, Washington. The. realty subject to the tap or connection charge is described as follows: SEE ATTACHMENT 'A' B6/0�04 #1129 E REM F 6.00 CASHSL ***M6.00 IS This notice is given pursuant to R.C.W. 65.09.170. DA1T8D this day of vl. t/ By • Feo rvr W8y Water an�5euer DintricF Position: VIM OF i M4r%CP01i i gas county Of Ling } I certify that I know or have satisfactory evidence that �r R, jj-U aA, signed this instrument, on oath stated y at—df— JLS au o�xed to executr the instrument and acknowledged it as the .ira' zseR. or ��Su�Fi'FF.lr1F _ of FEDERAL WAY ;PATER WP SEWgR DISY81C1` tome�Prea a.a vo untZr - act of such party for the usas and purposes mentioned is the instrument. DAM# ! TIC�;_A�iY �S7�LiL It My appointment expires 4-15-81 I r e ' _ 1 E ATT ,MMNT 'A' LEGAL DESCRIPTION FOR PROPERTIES THAT MAY BE BENEFITTED BY ULID 53 That 'portion of the West 1/2 of the Northwest 1/4 of Section 28, Township 21 North, Range 4 East, M.N., lying Westerly of the West margin of SR5 ;7rimary State Highway "o. 1); together with that portion of the 'Southwest 1/4 of the Southwest 1/4 of Section 21, Township 21 North, Range 4 fast, k.li., lying Westerly of said West margin of SR5 and lying Southerly of the South margin of High,oay 18 (Primary State highway No. 2); together with the Northeast 1/4 of Section 29, Township 21 north, Range 4 East. W.K., except for that portion of the Southwest 1/4 of the said Northeast 1/4 of Section 29 lying Mesteriy of Pacific Highway South (SR 99); together with the South 1/2 of t`.a Southeast�1/4 of Section 20, Township 21 North, Range 4 East, W.N. 2-076 ..J I N J• i _7 In the Matter of rtl'Ssm - side Mob way No. 10 Oerttta 0 to Jot. sly u KNOW ALL MEN BY THESE PRMNTS, That the Grantors W itim it. p" , a spi"ter for and in consideration of the suet of 'M nvMM WAID) teed 00/1100 - Dollars, and ether ►GXWI A sttatsidera"m hereby convey and warrant to the SPATt or WAtwHD,a4'ON, the following described I e,tute sitil- x aced in N111119 County, in the State of Washington ;- Lot■ 1, 2, 3, tt, 23, 24, 25 aed 26 its IIo& 2 of rested Nast Trims, Addition r. Er, " par plat rosss+dsd its lasts 4 of 1lrlatia pap h3, roateds of Ebb t To- MMU Tttx' E poetise of "sated allW wed •etsaird N SUvot, L tlts:sst and start Mid - ON sNdd Lata. I LOU 24, 15 16, IT, 16 aed if iss M*sltt i of ■as#tad Nast )seams`� 0muma tQea •1r, Tt)ilElNi* fk pashas Of Taoslsd ai11t7 sold .sweated It tttmet, L itiss�ast sad ; 3lsret adjoittin= said Lots, Lots 1, 2, 23, 24, 25 ad 26 in Mftk 22 of Bast lrootoa, Osntral Addition ,�A• as per Kett recorded In ■olms h of nests, pa' 42, raoords of �C OattaiW. !t is understood and agreed that the delivery of this dead is hereby tenderedj:n t that thr rvrwr and obligation hereof shall not become binding upon the State of Wasiting,on unlem itinj tlatil wui approved licreolt in writinp for site State of Washington, Depnrfinent of Highwapi, by me C•ItirJ• Right of Way Agent, At•t•epted and approved_. Dated this... 12th day ti"Od ar, I953 .._,. STATE OF WASHINGTON DEPMTA1ZNT or HIGH WAYS KY n � I Mel Rteht of WaV Agent. STATE OF W fSWINGTON, Woo. 21241, 21242, 212h5 and 21 }M County of Pierce Chtthis day personally appeared before me Willa X. Relds totue known to be the individual described in and who executed the within and loftyl Fly mvirttmva• t. and acknowledged that.... -. .. .. sighed the saute as....,. hsi' .free troiuntarg (xi and deed, for the uses and purposes therein mentioned. i Given under my hand and official seal this. 12tb —day of Normoi= I 1g 5a Nutarwy Public In @d Jos the Stal *I lewd rariditW at .eeteq U RECORDED D _ da ! x PAN .......... REOilEiT QF t � I �, 197!! DM 12 PM 2 07 ° i:il{ . CCL:`t I Y 1VAPI F DEPCTY '- I& tk Novo of SHOW ALL XW Jklf"m"61i ink 116 T*o tor and in Cowdewwo. V CU Mid 69W UNWO) so 'D W/M apt"t" hereby em"S alai MW Way$* 10 OW OVA" OF WAMWOW, T lWbwkf described se dewy, in OW St", v wwangton:' ul estate, situ - low low 1, rp 31all, Us k at Inow Imt 41P. A" "swap MMOU Wig WAft, ow L% of *MON&AW v4*41mm am *NNW Sams so""$ add W- &Us JL7# 25 ad 39 $a Mq* I lt Vaeg"i W06 1, — Ullm lip "Jd*km Wl—vg#— — --W tadinumt ' Is 2, 21, 214 2$ ad 26 in me* 22 at zwL %0=4 OWU14 MU*Am exe of per *kaoO i Or PlEft, Palle 42, meerft at MIM GMSV. It is undvUtOod and agreed that the i and obligations ha7#q thall W dclItWrY Of this deed it hereby tend 490mm bi4dingrupon aw State of WNhjnpr "cd and ij ia c the fernim I'M OPProved hero- in atu acn-pli'(1 RVht Of Way Agent. Writing for the State 01 WashfVtm, DePailment 0" unless and of -RighWOV9, y CPe Cl,if Accepted and approvedDated this_... Ut STATE OF WAWHINC;TOX BY- /4 thW JtWhc Of Wei, AD.V, BTATE or Vr UlIX43TUN, CUUWY 13F Plam I 1 - =4m 2, 23245 and m� On Mir day Pell"UY appeared before me. tom known to be the individual described in and who executed the within and and acknowledged signed the same W —d deed, for the Uses and purposes therein mentioned. ftem under my hand and oolcial #C&I this_.. �Rlls _ . ,_.._day of.. „#estE ,� + I Notary P-2; D PA OF IN OW M 2 07 AUUTCR KM CQUATY WASK RRAN7Y DUD in the Matter of Pr pry Slats Highway No, 1, &Cn KPisa es� 45maw Line to ict. Am end Jar KNOW ALL MEN By TH,trSE �'14.�'Ss'NTS, That the Grantor II. i. [3ackbern, I=~ and aife far Rrui in consideration of the ttf7li of - - - - 7'V and lf0/100 - - - (10.40) - - - Dollars, lad other vRlWrbie eaa�i,L iw hereby convey and warrant to the STATE or WA3iiIDi Toif, the following described real estate situ- ated in Xing County, in the State of Washington: Lots 5 thraeb 22 iaclusivs E2erk 22 of Owes lkcoma Central Addition "A", as race_a--d is V"'s k of Acts, Pap 6, r"Ords of said Count]'; +die -of mantra stets and alleys tjs"nt thwsto; AyOrj is All that portlon of Lots 5 throu4Ox 22 Snc3stsirs�of �alcow�l�at 11aeMs Central Addition b': s; racoxded in Oolslas k of Plata, pace 43 and of Vacated streets and alleys adjacent tbereto lyiE4 Nortkeestexly of w line IeWzning at a point opposite and 27J feet North- vesterl7r, when wed at right wine, from Bighmy AManerr's station 1877+00 of Priaesy Strte Hi 30. 1, Pierce Oomty Line to Jct. MM ho. 5-A; running thence North 17'42' Kest k10 fort; tkQ"e North 314 32' West to the Northerly line of seed Lot 22, and the end of this Line doscriytton. The lando being ccaveyed herein cantsin as arse. of 2.06 acres, more or ions, the specific details concerning all of which are to be fouod ritbin that certain W of definite local- tion aov of record and on file in the office of the Director of &ighwxys at DXYMPiea, and bearing date of approval hens 24, 1958, and the center line of whiah is also shavrm of re- cord in Vole i of Bigrrnay Plats, pap 154 and 155, records of said County. AISO, the Grantors karein aoavey end verraat to the State of Wsshiagton all rigbta of ta- gress am3. egrsas (riding all oxisticg, future or potential easements or access, ligbt, vier mr4 air) to, fxom and b.taeea Prlaary State Highvmy xo. 1, pierce County Line to Jet. M Mo. 5-A, and the razainder of said Block 2 and vacated sF•reets. It is expressly intended that these covenants, burdens and restrictions stall run with the land and shall farever bind the Creators, their heirs, saacessors or assigao. GE 01 ftrceEls m*Ns. 272ko, M43, mAk, a1246 & eia7 i 2UM 1., 7 rr im AV tondered and that the terms endWSW of Wa &button unless ma until accepted Z%wth e* of highways, by the Chief uetM wiR. .. doy o!- T�ilrrss _ Accepted and appromd JAB 22 1959 STATE OF WA8MNOTON DwAnamrr oyrHmuw.ra STATE or WAUut:crott, s=. County of........_ ° _.__ 1, the undersigned, a rotary public in and for the State of W ahington, hereby certify that on this ..... ..41ih _...- .may of ... ..... ......._...... _...... ._............. .......... -personally appeared before me .�... 4.... ... ....... _..... _.................. ........... _........ . to me known to be the individuaLl described in and who executed the foregoing instrument, and ac- knowledged that_.IMhAM___signed and sealed the same as_._M@Ir ._ free and voluntary act and deed, for thz usez, and purposes therein mentioned. Given under my hand and official seal the day and year last aboveui�rrium Nntar-� PWV in and jor r• Slate of iY rp'on. ri �$ l pZ RECORDEO0.. A x i PAGE, � STW B x 1999 JU 2R! AV 11 44 � Ca R:.1EFT A. MU'R; A i;ilT KL40 GMMTY wAs#. OEPUTY 1 j i .� In the Matter of Primary State Highway No. 1, Pierce Ca=ty Lies to , Tat. aft ifc. 5-A KNOW ALL MEN BY THESE PRESENTS, That the Grantort s, Lyle V. Smith end Nadine �,. Ssdth, husband and wife on March 25,1955 and at all time aince, r: r. rM And o ��a Qan° �vn°f ... - To WA N01100 . - • ($w.00) or - - - Dollars, hereby convey and warrant to the E.ATa or WnsntNc 0N, the following described Teat estate situ- ated in King County, in the State of Washington: F,ots 1, 2, 3, 4, 7, 8, 9, 1% asd 15 thr`28 inelusive of Block 21 East Tacoma, Central Addition "A", as per p3-et x'ecardrd in Vo7.sste 4 of Plats, )page 42, records of said County; TCG 4 W1 that portion of Block g of Vacated Stet Tacoma Central Addition f°B", as per plat recorded in Voice 4 of Plata, pW 43, records of said C;=ty, and those portions or vacated streets adjacent the"to lying Northeasterly of a line described " lollovs: Beginning 4n the South line of said Block 3 at the point of i,ntersectiOn of a line dravn parcel t-1 vith sad 275 feet KQrthvays arly*, vhan measured at right angles, from the LE Line of Primary State ffigmaY pto. 1, Purse County Line to Jct. SSE No. 5-A; thence Northeasterly' along said parallel line to a point opposite Hi&vW EngineerIa Station LZ 3.MfCO; thence North 17` 42' Rent 30o feet to the tarlsdaue of this Line description. LFXCEP'C the Bouth 30 Peet thereof. The lands befog conveyed herein contain an area of 1.54 aerei, mere or lean, the specific details concerning all of vbdch are to be Pound within that certain map of definite loca- tion nm of record and on file in the office of the Director of Eigb &yra at Giympia, and bearing date of apprOV91 ,hme 24, 1958, and the center line of which is alas shomn of record in Volume 1 of Highway Plats, page 154, records of meld County. AZSO, the Grantors herein convey and. varraat to the BUIte of Hashington all rights of ingress and egress (including all exietlug, fut=are or potential easements of access, light, view and air) to, ir= and between Primary State Highway Ho. 1, Pierce County ilae to Jet,. SS$ No. 5-A, and the remainder of said Black 3 and vacated etraeta. it is expressly intended that these covenants, burdens and ree-.rictions shall run with the land and shall forever bind the Grantors, their heirs, successors or assigns. amsx3.s 9U4,81 51mi _gum$ 21 8 and It is tairrabood sad Weed. bast tlts of tltte doa is heraft tsAdered and aw the terms dad obiigareiaw hereof bacv+ws #I i St"of Wadhboan unIm and until accepted dad tpproxsd h in WrWA9 for the Drpartmett# of Highways, btf the Chief Right of Way Agent. L^ Dated this-...260 —.-..-day of-DWS W r' IA 1A AN 2 81959 — _....s�-..�..►—w..._.._ Accepted and approved STATE OF WASNINGTON DwAsrmmr or Iiutttwatts �,• ';►�;�s�: y'``. Chief Riaht of Way ent AO. r Z / Y 0: e . % tr t,JttiiOr ; STATE OF WA$NINGTON, + W� �• • :� ` M�.. r.. county Of., ....... r.__ .,. , ..._......._. u• ray0nZ • V . min' ,.,•' I, the undersigned, a notary public in and for the State of Washington, hereby certify that on this 26W- -day of.. Dace iM -14A.. „ .. ,....... ... .. ...personally appeared before me Lxj,e 1, ,40 and.Sa ttts.'Jedtb.. ...• . - .- _ .._ _.... - to me known to be the individuaU- described in and who executed the foregoing instrument, and ac. knowledged that,.UM ... signed and sealed the same as.. Abdr.... -free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and vytcial seal the day and year last above written. Notary PabUe in an. Jos the Since of WanMnpton, Rewaiv at......Tavoia, es b gWn t r G z aion , ■ . o - r d9 ..�. r I 0 0 JUNTED A WAMLAM DM) In Me Md'Cer of pay State itighWay Na. 1, Pierce CoUnty Line t� Jet. SSH 5- Z: KNOW ALL MBN BY TIMSE piUSZIVTS, That the GmUm Jam H. Put&, all* wo= as John 46 MIM said "WttU Raj&, 3msbmnd mdyift Z Oxd inN end NO/100 . . . (3k CO) Dollars. sad ..bier valuable ennilde,ratlaa 4c"bV(;qftmV andugmMal talk, STATzOFWAmffKvm.tkj:jotia%ubmq d�bed real exhicesUll • ared InAiTq; Cwnly, it tho SiGur.01 Womillozom.- the't cordon or the rouoving descei oct parco). lying :.c.%-'meo&tcvjx ur. a Liar dor:'rteed as follWe'. seSinriing at a rotAt 0l.'Lwsite LId 2:3 :set y fn.r. JL110. -Inauger's Stnthn LE 18V400 c1A rho '�Lnp, 0, ".H.;Vr. mt, LQrA arry bunt, Z4na to jet. M. ,;u. 5-M running thanac feat 42T5 "o-M. m-.ri: �r rv; 31'321 0dear5,4-0 feet; tl�rnca !*-rth 67*56' 1 J ,1... ,00 :toot Sgru the rly rr&,r, 0-my Zagl.nemrl v c v-t i.r. Vv- p -,,to and ti Y'?� tvt W vxj mt! P.K Vrir=ry Stit. &n'dVwc1Y 2. thvRc c lic - - 66� 241 - -,+..t ci fort end' 38' 2qVast 14 f'--Ct - ml '0 --r 1092, * 'a. erA _.., U)iG L_oe Uacr!j;LL-'e, 1 ',;rz-.vjO 13 inclusive :lid i-tz S: tr- in 1 t3 I 13 :r; - incvjW wmta 2C to 32 4-n.%T',qivc I Its I t-Lj inuluslv& cn4 Etc 20 -.2- and LnA L V) 13 ULCIUSEVE and ix.ts 20 -.r --2 inelmr.v, :,i i -.C- oe '7-mzed 2&zt ",'catr*1 ;Ad.' t�' .;X. j --A I er Vjjutc L : I la-;m PV* +3 rta jb!z f -x.r.y; "catoa u-1.1iWjj wic s.r"-';Z , ja,p".p. AOquid ..UtIMM6 ICU, i � 1.1 1 L9 :: me �rl' :I:c UkVlLlf;�f -��mveycd tj t�Ga Stmte �r '.;umhinS%-2n ty dhod ;,rA-.r C. kpn t�v ;'Oqu •me Ianlc ce.nvayad ircrcln -ntc,-*.n sit rn-au ;1 3.20 f.eres,f ktich arc '.' bi f:uni thm', vvAE-*.n t!L:nrw.; c," mc.rd and :r. file In Vne rvf,ae -,f tiqe Direc'-,r ri-':_do ccar!ng dote c-f mplr-rul --une 24, 195J, Sojte..%L;kr 3, ;::v! viliLl, is shown :f 111 V;;lumv I f :11�inwuy j-'LtS, , C.C� I V vdd Cxnty. '.L%t,j the rjrazT.#-rz her"A u,nvaY Lni lmfrmu: tj 'xx ::text f ,,y"s nod egraso (Includin6 ELU Ulkavir.d, :.r tentiul -jusementi 'Auv and 411A lt, fr%3i mul tutween Prilury State ;IgAwELY i:_- 1, i-iarve 1', 33j: ;;- 5-A, arKI The rm(Licdez Of said PurceL "A". "w vantoro WORM neor" tiro KIM to raft" U0 i"vmjatd froa the, 241no hm"SA coqjm=4iU1Utlahs movetJOm MsLMi/UF0"ProEMpteUd Wit r"sdi"-10 vsr*Aa* r=ftjMjAg Vn Xat4Lorlon wom the property' cith, at-ta of W&IMP&Lca asp All pightf of the grantarm to Said ivi a U shell Un thm come cad tormdtwU. It being mwderytood sad aw"d that up Itaw of rWn U4 I it* NattmKimid Wto Or molgamp . still• bow the rilpt to ontw'UpM Us r=MLiAL a Akbe g. tiap iwidm at Up sraml;crsr who" E06048BU7 to w4mWU1b ttO rmwvd of sold -Lm"O to, "R ei, b, a, d, a, a S. V6gcrjjptjol3-, K1nqr,PA seeds-Doald Order: 10-3 COMMMInt: page: I of •r�'c•Ui.�A+.. :.;,.may,-._. ... ..._ �. 4 i tts w— M" aft RrN& *a tie 44"t o a[ Ob iad Y'MtlFft teadnrt d Am eMe tarots Ow ar aposeet hMq eW nni'iNrwrUNAV+m IY Am of WG*Ji Ow vans WAS" acceptd and "P ,-M h— in rritiwp jar the MIME a4 wsokeMa. Dwortite" of HFIA -I@ by tMe Chw. `7rm of w4 Aftnet. ] Dad Od. .o.i. ef_T tllatteee Mo ]f x �S Aeaptsd aad apprvrnt MAR 13 1958T_ -: Ill4rarrsantrr Or e.Ya ` Sy- . Ft cwfy ipaw+ol ■w �sret. - STATE OP WASmnamn, rs. County of_._ Vu-_--_ 1, the undersigned, a rotary public in and for the State of. Washington, hereby certify that on this 14S1L._...day of....___ lAbroerdre_195R'_ . _..._. __._ ..... _ ._._perst IIVappeared beJorcnte John..$, tsiltlde NO-Lutytta_MvIAtt to me knotax to -be the indioiduali described in and who executed the faregoimg instrument, and ac- knowledged that —jigned and sealed the and boluntat0 act and deed, for the uses and purposes therein-ttentioned. Giuen under my hand and ofluial seat the dgyipndyear tasf abatrc 'tten, Naary Avblk t. rai Nr S7ae of Nr+ht.yw+t ryetidlna at.........U4 .anPh.__ 5'w Description: Icing, WA Deeds Orden 10-3 Comment:: N S r<7^ RI A. M' tali AI}71IpR "5(0)0,9-985e: 2 of 2 M Chicago Title -.. ,H>OP§0VM rot S. La, E Insurance mpany ■il�DrOa i11Cad16 AT aaDllaa70a ;_ - - �lWIgDMaan8 RR1MIT0 .• .. -. ..-. - -' .. ._ 925 116th Ave. N.E., Suite ^114• j Bellevue, Washington 98W O W ..... -.- 51i0RT DORM c7 CD D"d of Trust (For Use in the State Of Washinalon Only) THIS DEED OF TRUST, made this . 3].S.t.:.. day of........ DeGernber..............._....., 19_P ..., between FEDERAL WAY INY FQ�:. a..Limite4l_Rikrk ei Novi.gee...: .............. -........ --• GRANTOR whoseaddremis W.- 1 !..�1!e.--N E.-:_Be11.Wyue,..11a. �BQ�4....................... ........................ ... CHICAGO TITLE INSURANCE COWANY, a owpautlos. TRUGM. whose adda= is 1100 Olive Way, Settle, Wnihingtoo 98101, east FEDERAL WAY NORTHWEST 348TH.EQUIX�ES...+.Bashi,[Igtan.hie.].ted..P4krOer4ftNzFICIARY. whoseaddrem is 305 - lDBth Ave. N.E., Bellevue, Wa. 98004 WrrNESSETH: Grantor hereby herpirm sells and owre9r to Trustee in Trost, with power of sale, the Following described real property in ..- -- - .. -- - .. KING. -- - .. I ........ County, Warhinow. LEGAL OESCRIKION ATTACHED HERETO AS EXHIBIT "A" AND HEREBY NAM A PART HEREOF: Additional terms and conditions on Exhibit "B" attached hereto and by this reference incorporated in and made a part hereof. Beneficiary agrees to furnish Grantor with partial reconveyances for property released to Beneficiary pursuant to the terms of the deed releases set forth in Exhibit •C" attached hereto and incorporated herein by this reference. 1. `4 a m ; TOf:ETRUt WrrH W 0. t.... -d., b—dit ...M Wd 1. 4P^t" k-W r nd t►e * , Ja and pr W" of 4 aM Nr .aW pp" rr w AOM d = kf.d W .ar.r wka...,w t."am..,e _ t-ft rP 0. 11". Few Dwd of Twn >mw.esr .rte..d p, aMZCr, 1D/SvrF, w u. d" V.wr W wAwar k.r.t.dtw pe8..0d rrvuea-aWir. hne.,I"--Aprwke Tara D® g PQ T= Ptni'fbE OP er —1.Wd i.»f. wd P.rwa•t .{ a...w d ---- -- --- - - -- -- - - ------- - - - DOEiJM n 3.031 411.91 i.,a P. 0-7 a.«. d." 6-1d., wr ..r w.dr ley GWw. .tt......L, - - "� - --- w..l...lw. tk.n.k .d ". err' ...,. .�, "+-r b• •d•wcW v i.rd br 6..dkr.rr m C::Z- w ••l d a,.Y .w.r.w. w.. eda.., ..pdti .Sd W~ 0— K .rey .ate es O.R lee .peal �a - N 67 .aefeltlll tad aeilrerti a Skit deed 11 TM4 aW M Mite WOPPd h0r117, W& faiths M=e JW IJ3 wveyia� .t K 40114 1 d otp 37 Lm last ve of t4 Mama Fans PHd or Tp91n 1 rowarter nhared W, 1RCNK oaeh #W6vFPlr 1a art Ilaeelfy� _ 02c1411L-� or d1drd Imm* w hmoo iscooma" Im r959 4 Mfelac9 tad rh m La" Slat% I 17d 1D tra11aw19 W - u fl aaa hetk htreu a r,.01. a" Ike ONSW ba Wd rJ7a m1a tA.laakla u/.Sara t9 (Wl1' parllRte OU df 1a4 wo7 'W.. - •Taa4 - TFa am"m Few Dean of OW,r rderm is mm tae+1't`l is dL t1MaW" 0day a! my. INo. is Jib.Deftcul - Of "IF ISM Mo a the Lbmt7 Mdlten of tke f WOft drmtll/ Y l4ailyM Y 09 110MY rd g a. }aM {n1V ftf Ua tlt1F • _ Y R4{ c"W' L.W1C - - . ,. :•._ .: �' � �. •.i: :. 1.• � .. �,. •. kill- ' a„] Th. uneasekvt Gm[W rac.3.+4 Ih37 . "PY of ace;. Ranct of N%mn tad of my (Sohn 4 Sai har.aadn Da multd to hir _ - . M et ik. eA.1e.. h.r.i3b.fc.T W lonh. _ W • AUDITORn1 AnDRUR'S • COIIKTP BOOK on VOL. PAGE NO. FILE R0. COUNTY BOOS OR VOL. PAOt KO. PILZ NO. _ - 11re ? N R.aeA h.la. SSYl1 121917 L.-IL r of OO1[lal a.r, 1111-M 735563 - A.NY Wt+.rtl __' Wer Auil[tY. ife_ Ia1aN I:osod 197.f Wegy.. 77�731 31N99 -1 We.a' 23t d. O1ncW 11—. a73Ai.' • 3"231 !wr usala a9m9 ar W .f pn.13i R.r. 1 W LUI ULMM 01awa.a 111 N W.WI. 117-SIaA S9MSa - CWI_ 315 .r Ottict.l R.r_ 193-1f1 IM176 IaelOe 111 et OMfr�! ■.c. N/J31 53 W MA I1416F1L Ito. 709a►1p W " 2353 P-d OwM. I7 ae aRp.. ."1 32a54 - T.ebrahr. H..1 teiMj F31IS Pla 17$t Ntha� - M-71/ 2250799 :...D I,e . T3! W OeOtr.r Lc- t1tu7 973973 3.. Jrw as la my.. 43940 110292 1f3 Sie1.� 17N [MIcM7 >de- 2-0 71M" tinma.3 Ifi11] 11153115 ]iN er ONbr .1i-.t9 IS3139 sA,,l. e] .t ItM. el-N M" Fmr.m it of Coww B..- 119•lal 119634 9no1a1J 133 er OrncW k.r. mPHa 2/43Se9 1 la own W Rr 19ta-lwl 3706n • rwbW setaG. G— ta ..Mnr 4—A1d11r1 Kt- N d Ra. .a• D. 31"" 11 aO.md al-M l.t K Otherl Ge. 31P7t3 3312a1 207SN 7Htl9 M..... Sm e/ 1R9e- Ttetm aH .t penerl IN RYkbhe. 1 �.r larrl�a.• 31 -3ef 731-73a Nat 399itS 7m37p ]all] J.Re,im a N om.l.1 R.e. 31W11 I/N53 Fell. RNI. y M aaa•• 71f-71a Ru�..P rtrar. s3yo w ma.. al. of O�trt be. 11 l d 1Wh1'•1•• Y9i3s iM-tu ]91 )M Qla31w a23770 3aMI. R..Ics p rf INRr1et it.. lhdo I a lo.e.. TML f12 of OIIIer1 l.e. as -as s 21t-2M H7-r30 '902 1a7522 392292 21701SS K1c.[rt eat a t93.1fa 131"S A copy of such Yester Farm Deed a Tmn is heieb7 fomisl d to the pmsm e—tiaa this Deed of Truat end bT e3ecurias y This Deed of Tmst the Gmotor acknovledaes meelpt of such Yoater Form Deed of Trent. E. The property which is the subject of this Deed of Teas% is not used principally or ptimarlly For eafcultu l or ferrma Parr Poses. P hir.... FR ]a F STATE OF WASKINGTON . . CUUKTYOF (:IRS �ss xsP� G� BAPi�7 Tha s toCrrtify Ih11 lyn the �1.5tor_ day of , 19_hcforc rare. Lim undersigned a Notary Public. personally appeared C and to me known to be the general paAner(s) of _ _ — — . fk`dgCd] 1la�IflTCStDCS , fGeRw1H (limited) partnership and acknowledged the said instrument to be the flee and voluntary act end deed of said general pariner(s) for the uses and p11rp13sn dwrain7ld, and on oath staled that thpyr aauiwem authorized to execute the said instrument on behalf of said Wibmis my hand and official seal hereto affixed the day and year first a areas, No 6ltc in tool foe the Slate of Waskington. at Slane SAFECO TITLE Insurance Company - ACKNOWLEDGMENT General and limited Partnership (General Partner - Natural Persrm) TL-396 R2 5f79 RBQ= KW FM RWMVZYANt& Do -or Ta it a_i .jv ckes mmtr km bees Ai 'faA �,p.d ie U. Legg twnler md hOW of W now rd aY dill kokbabfarlm ammd hr 1b. a kWa nrf of Te L &W t td,�. t i F. . To Deed of -Trust in Wch Federal YV, Inviesiors,.a limited poLrtnership, as nominee is the-Q4ntar and Federal Nay Northwest 34$tfi Equities,:a limited partite ihfp. is . the • . E f�eier . -. _ - the Y ,- • - .. - PARCEL A Ln N Lots S. 6, 7, 8, 9, 10; 11, 12 and 13, in Block 11; Lots 5, 6, 7, 6, 9, 10, 11, 12y 13, 14, 15,-16, 17,-18, 19, 20, 21 and 22, in Block 8; { O Lots 5, 6, 7, 8,.9,.10, 11,, 12. 13,-14, I5, 16, 17, 18, 19, t. ? 20, 21 and 22, in 81ock 5; M Lots 5, 6, 7, 8, 9, 10, 11, 12. 13, 14, 15, 16, 17, 18, lY, m 10, 21 and 22, in Block 2; TpOETN6R WITH portions of "K" Street, "L' Street, "M" Street, "N' Street and portion of the north Ralf of 3rd Street and of alleys in said Block 2, 5 and 8 as have reverted to said Lots by -operation of laws; ALI-in East Tacma. Central Addition "B", according to the plat_ thereof recorded in Volume4 of Plats, page 43', in King County, Washington; EXCEPT any portion thereof conveyed to the State of Washington by deed recorded January, 28, 1959 under Recording Number 4990939. PARCEL B Vacated Blocks 3, 4, 9 and 10, East Tacoma Central Addition according to the plat thereof recorded in volume 4 of Plats, page 43, in King County, Washington. TOGETHER WITH the vacated alleys in said Blocks 3, 4 and 9; TOGETHER WITH that portion of vacated K, L, M and N Stre(.ts ' lying between the north and south lines of said Blocks produced [i east and vest; TOGETHER WITH the south half of vacated 3rd Street adjoining the above described Property; and TOGETHER WITH vacated Westlake Avenue (South 352nd Street) in said addition; EXCEPT the south 30 feet conveyed to King County for street Purposes; and EXCEPT that portion conveyed to the State of Washington by deed recardod under Recording Number 4995246, for Primary % State eighvay Number 1. EXHIBIT "8" Additional terms and conditions for the Deed of Trust -dated December- 31 JW in which Federal Way lhvest:rs, a Oitited,Parthership is the Grantor and, FEDERAL WAY HORTWEST 348TH EQUITIES, a Washington Limited Partntrshlp, is the Beneficiiiry. Ln This Deed of Trust is subordinate to a Real Estate Contract dated February 11, 1981 recorded under Recording No. B103240046 in which the Beneficiary herein is purchasing the property from Rainier Pacific Industries, a Partnership composed OD of Blantyre Developmnts Ltd.. Sonora Developments Ltd_., and Highland Holdings CV Ltd.. which Contract the Beneficiary herein agrees to continue to pay in accordance (D with the terms and conditions thereof. Beneficiary herein agrees to pay in full - cr) co the above noted Contract when due or upon receipt of full payrcent of the Note which this Deed of Trust secures, whichever occurs first. In the event Beneficiary herein fails to make any payment when due under said Real Estate Contract, Grantor shall have the right to -make any payments necessary to remove the default. Any payments so made shall be applied to the payments nextfallingdue the Beneficiary on the Note which this Deed of Trust secures. Beneficiary agrees to furnish Grantor with partial reconveyances for property released to Beneficiary pursuant to the terms of the deed releases set forth in Exhibit 'C' attahced hereto and incorporated herein by this reference. FEDERAL YES WAY T1 ST 34ST11,9qUMES, Li FEDERAL in Li ed Fa rshi a nhip By Sc i5 BY t BO s 01 B By t4&(VR. M-la Etbla ? irk h::91IBIT "C" V-dws- reserves the right- to Prig Lit: eaAjru res.>ai.nince Lui:a,cv exw lies Nwl. 9stata Contract at any time withuuL jxei[rymt-At pcmaltyr• ikinvid d tiyai t16yrgaymot shall be aatle within tbe Seller's fisoaL year in Wtieh �Est LIALM the entire bAlanoe of the owixagt is Paid in IULL. - i Eif1oR1 dear 30 freak 1iPrii to' lldidl 31. .1 • - - . hK_ �al:+4eees-that .flue F+i aser'eua{yi aw or:all Fiartious �_.. . VmVisia3 that _.e dish so at fits sole- cne=t . . Of ad OWWAM, bee -1 s, and shall hpW Seller. t2rmleas lhoMfCcl , Seiler buthfir aquas to 39'n Mlth PeeA'1 A-X In UanY .r0aw0ablele rOLMWL or ahiplicatiw sa My lwa n—A- Y to devalcP the anbjoct PrupertY a9 rcrzeinxl by ns,rcs w-,r. lklb m riynirg any and all dodmnits o oU ry for ayac N rtiem to Lhat Ea - say n Sear "Lrlct and focC the fQmdtlam Of R local imNmeMamt-district to provide • O ' 'A s4lr aecvfoe to the "ject runperty, mgistrarirne of oLtminur., f3Rliraltinn of taalu, ie�leiiit}Um of utilitlm, ewer-iiu for njuhill. O rc.Urrea:: LuU' eaelrlivie:ii.[U, dhalm. •m bxlanw to the Seller. if pluttiug, sl"t k4"U q, UrOder suL- ,�- oacasQaty for the Purpose Of Issuing deed releases JA acmrdmice On Cn Co With y;�Y Agreement, all saqui rts shall be resnxtSihilitt' O -Tags =xpa+ae of Parchaaer: aM Seller will 939m necessary dac m is and Ar, at roaomlably OD Ve at6 -th 1'-1chra— in acomplishirg th.ae, . ..' �save cost karctasar's sale and egxnse. P--d mr �by aPYees to irdeanify and hold haralrss the Seller foot as, = _oasts, is and liens flak -coat' be ass erted against the property and few any aacl all loss. cast and reerx. s , i-lu@iag r aabLis ath:orrrey's foe&, because of arty actiao, i--timn, ar worse dwe by tfek A=dmsar or nopAeas or appLicatia-, lrf the Rfr'rlaser. • - Seller deli M bavEmth tO the Purchaser a Statutory Y Warranty R-rad to five ii acres of the suhjee-L Property. said five acres dell he lactated in the uw�r. t: �-o$ the ti�eiseb�t � �� iallCenhe entirely contained within Addition '3" in Section 21, 'lLrw Tlii, ld4 t4 A Pere shall siltultareclsly Emmute and deliver to Seller a&�Ld M=tgage onthe aidf'va-acre parcel which shall be juniar and mam4inakm '� on rYI" Wra Ifium-Lm mortgage and One permanent, k*•-out nnrtghy. to P Off � ho feat onl m fiEwcir g r Je, all Of the proceeds of which Y awmle1=13Fst of thu Mkbievt Prt*+--rty. nw- e:aid suraxri Maet'096 atrll mcurm the full atd faithful parro.m•nor! by ierrc.•hfiner of this: r Lpa1 Drtats 0ctract. Any defucu.t by Purchaser wader thin z �r !State 4xwtracr 611ai1 oonstltvte a default LWKID�C said �ecood wrtgaee, entittiny Seller to fa 1:111 a the emus. caucus Kxdwascr tarti dAO3.axl Clts,.r tithe• Lo r.11wr .h.,,e 11 iraGes Pm-*18 of tins subject prpperty pursuant tz following Wmjralh hereof, Mrcha&rs: rhall ba enti}7a at art' tiaua " frw titer to time to subctiLute as inrntiral ond >�'t g P �oOr murt9ages, having identical Priority. on such otter deed �•%e Pil• 'Or for alr ay part of the first fire acre parcel, pmviided that tbrra shall alseyg to prop" y-&ject to sws[iU second rartgage or rcttgacx r bawrix►1 an egg to thrirra for deed release purpa� Under the ectrdul., Set f=th fWlo;drUg P Ph bwwf Of root leas than SSi1,=.00 At my Lim and foot tiles to time after fire close of Seller's fiscal year in o, � subject to all of the pmvisicr, of thiselosstrq of this t—sanderooras Paragraph. the Seiler shrill deliver to the hum zoo. d deed and release frm this said real estate cantracit Umre n&Fher referred to as a "deers reisase'1 for pratims of the "jt+ct property, AS shore eau Ddsihit A* upon receipt of prepayoent m the prlmlpai ba mo, uoaer this real aMte axrttact axardeca to the reps .iqg sr�duilsr Rw a deed rsloauaa in: fir- u 85.00 per m*mm fmt Bledc l0 $4.75 per square foot Black i $4.50 per sure foot Rio* = $4.25 Per square &ot AO*5 $4•lp Per Square foot ,-00 P� s18re foot Blodt 3 $3.75 per spsae foot NO*2 83.75 per m1mra foot P'ri..ar to Obtaining the firs# dari release wader this v-ragraials tlse rurchns.:r will deliver to the Prgr_r#y line of the unra� property a sewer lisle and auuxtitirxf, ] Iwe'A Litrm, at ne, cost to the Seller. Suds sesvX line ;k d tx4cm action stall Le :sii>:farrm, to Seiler win the exercise of re&"&a le discrctionl to serve r#k,, raamnable traler mnas of the trier►aam•t Property, with the =Pp on of tree lw Dam' area la ele southarly pert as a tho "U-xt prgcrty- zoo Itse first decd relp.,u;u parcel M i-i I l I >e cunti quxxvi to Use cast Wt mkkwy line LO of the nubjecs: property. Dbtd*rrIeanes in any black rliall extend to the , 2 C=terlim or 4W adjoining vawLcil streets. -1be firnt ct-cd re3caso J+�l in C) any block-slual be in a cornor. 'llooroaftor, each dted rciciux- parcel wititin O t -it block r - cnntipons' to a ptx,vicbunly ro)A�Ltk-�d pareLl. 'Ibe mi hi hall be nimm dmbd m1cose diall W for am acne. Illie iv;udv&rA lomiLh of -my deed release Parcel 17 At not be nxUle than twice, its widffi.. Any rckwL* or other lands misdred to be CD d3diCated shall b*% downidared deed Yrdease parcels and paid for by the Purchaser at the sam e rate as otiv--r dealI%arcLlr.; but sail not be subject to the zinismim size nquizenrnt. or the lczrjLh-to,-width ratio RenLiorm-,d above. MY such roadseys shall r-Auxer Ix- mitirj%om Lc) an exterior bmmuLicy or lodated not ciceanr than 150 fit ftois any exterior bomkxy of Use subyact property. At all time, an unrelcased portion sliall be takeirstained fronting on 16th Avenue -d his real estate contract South, for %hich no cb- releir -4t- -; wilt, be gnintod until t btslaivtn is paid in full. Said unreie;LwA p)rtlon shall lxs for ;s minimixxt contimeAm lcrorjHk of 360 feet fruntinej 1cm; 10-h Avvmn Soo�� . and shall extend for a mininm depth of 360 fret to Use past a[ lGth AYM11? South. Mijs unreleased pM ion of Me stiijoct i Lrty, 360 feet bft y 3GO ,(!t, Mud I btlp-% e last part-0-1 pxoix Wle-rised, and SWUL lx- (xmtitjL-.)us to LhF: north )xxvaliry of the subject prqmrty. Nodr,d will le wanted %Jdch v"Ad it-t.tricL access to any portion of the unmleax�- sub'pact Pryrrl.y. Its (kv-d r0crrx, will be tirzoited at any timet %bile tho Porctumser in in &CaiiLL with vt.rict ooWlivvw with -OTY of the terne, of this veal estate contract ani ths, condiLiawn. of t)IiS JVjrrxment. All C-.crow fees Awl oUv-- r a sn-Ut and d 61 rci %: i aL f %] w i I Is (Vv4l rx- I aW c& r41-11 I I �- 6 %1 id kic W time PurtlNi -,r. All of tLw, tnrur, ,-xl <v*xliUicns Of tik� FIrwst WAVY h9rcement are hereby incorporated by imfutanue into this real estate contract. It Ube five (5) acre partsol to 6iiids Puptit;eter in vnLiLlf,cl 1:0 recx-ice. title at c1cssing In not iii f;K:L ccgm,-ym] at elcr;jng !or any rt-,Ir;r , Mnn ;r--Iler agrees at aFW Line thereafter, uinn net less than tCM (10) days written notice, to convW title to said five (5) acre parcel 13D Purdictser, subject to Live mort!pv_r and All other ounditiorv; --r- br-reiisatm, net forth. Purchaser dial I p at its Cx-Jn c-4)CnSQ, MICV.t MKI 'UIC%-Vy NUCII PT%K�r[-V, PrCT)am the appx.l,riate d.W. and nuftigage. and arramr- for We execution, dLlivcL-y and nKsovding "—f. Purchaser shall make all payments through a collecting bank to be deteralned by Seller A -2- LAKEHAVEN SEWER DISTRICT LH4/83 Plat 219260 E. Tacoma Cent. Add B 3 tl3 4r] WM9 A ORIGINAL � F �. 55 EASEMENT THIS AGREEMENT wade this day of // 19 n . by and between the LAKEHAVEN SEWER 0191i:LT, a municipal corporation of King County, Nashington hereinafter ter,.ed %ranntee'a,. • . Y, ca a FBOBRAL NAY INVESTORS r.c� hereinafter termed 'Grantor'. WITNESSETH:01 W _ That the said Grantor for valuable consideration does by these i s O l �- ty presents grant unto the Grantee a perpetual right-of-way or easement for aD 0 sewer mains with the necessary appurtenances through. over, and across In dQ the following described property. The Nest 10 feet of the Nor tb S70 feet of the South 960 feet of that portion of the SW 114 of Section 21, Township 21 iorih, Range 4 East, N.N., lying Easterly of the Easterly margin of 15th Avenue South. Tp6EMD WITH a temporary construction easement dszs ibed as the West 46 ieet of the North Cap feet of the South 10M feet of the said portion of the SW 114 of Section 21. Said temporary construction easement shall remain in force during . comstraction and until such time as the severs afd appurtenances have been accepted for maioLenance and operation by the Laxeh3ven Sewer Clstrict. i Federal Nay Investors P.O. Box 5005 Bellevue, VR 9=9 LHSO EA-01 (05/82) N Initiais I-512W Page 1 of Z Easemeof ti Said Grantee shall have the right without prior institution of any suit or proceeding at law, at such times as may be necessary, to enter upon said easement for the purpose of constructing, main- taiciog, repairing, altering or reconstructing said sewer main or making any connections therewith, without incurring any legal obligation or liability therefore; provided that such shall be accomplished in a manner that existing private improvements shall not be disturbed or destroyed, or in the event that they are disturbed or destroyed, they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee, as nearly as practical. The Grantor shall retain the right to use the surface of said easement if such use does not interefere with installation or main- tedaoce of the sewer main. However, the Grantor shall not erect buildings or -structures on the easement. This easement shall be a covenant running with the land and shall be binding on the successors, heirs, and assigns of both of the parties hereto. W 0 By. O 04 STATE OF VASHImGTON I 0 ) ss )I} COUrTT OF SING ) 00 I, the undersigned, a notary public iq and for th State af vashlwoo, hereby certify that on thi day of 14_tjpersonally appeared before me j to me known toe Abe V of theL ,r .1_ZZ_ who executed the foregoing fastrumeoc and acknowledged that he signed and sealed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument and that the seal affixed is the Corporate Seal of said Corporation. •F L93D EA-02b (02/621 (corporation) !o` r pu is imaand for the t '• . v b toe, residing at: : VS 1-1 Page 2 of 2 Easement no. -41 ,I• isi�:u�il.-iil.l:1'•il �+T�Ftt�Gr+'fd:I ♦ - lf.a �Pryvat hY i:i nQ Govnl y ai Guf ! di np r• S;I1R•4f'$4• k.P.�+•� �ppa�iatl:isr &dneral . for ,nd in cgncIdVr�tiw, pi l:kl,q Coun,tyf a ppr Nt! ApPl tealian ]]uwr,t 9c;.cri4cd in Par•trrllrFkipr ncrtrily cGnrnYc srvS .µrr rrrReitryn r�i.lnFraPFrtY trli>t ro-Fbrenra inanrppratud hnroln. 41xtiva CirawftY' Fr1rtui.linll , In'om1 :h �hltyit A kttnche,I horclu .7:71t Dl riaii >•• ZircFltty Fr utf.c li:.tl SrNr's!L.. I.,%pithsn Lhe cor"Cr73'ce r.: tr,kLr, tSu �Ilblic r.r kntin'tgt in k!�- ni nItiv0 Cuunir Cdn,ky� lO"Lf�a;Sli. .-fillty- ououcenc. Thrn I. tf•r _ .lilt, r.rurf- LY•v P nrrd pr n,, ,r.t ,IN, V -• ontvnr rr-Wataitlln rFer aik F•"+!^• •tal1,f t., rrt rwfnre "`'•Lr'r to if li•Lnr}, and r,nl fibre, 31•ci,xit+.E• a v.w.1 oud ue� ai 1khd • tr rn '" tIGPO ;g4trno-X r'POn %t L[11+t l,oiiRrty n4 w ::t >>;,131 Yl,�DiOt. lnr•rt .,I.h tM•!�luir nc P; r,t,rci]Gr� 4[ r'4 �•r=llnl,wld t"Op •°firs u{Cd�Dnt4 AF prs9ArIL syrld l}tdl onl Of i p�l,k1• VIyk, 't�n"rlr••M IJPf Srr�t Sri kl'•;n CO, Llu.rN:i;f•' rur! he r. ,•L, i., vhptl, I:wnly, to 100,00 •:rNli•a'tr G�.n ►[ 1 t.re+rr. fs ,,• . :±,t ry LI+. rr,ar•a•n� �iSrn Oran CD ilie, ,eptrk.lt: r:r " Ix ± r'-if"' ui lh•rvl rrprrsn parr.;- !hc J errrenatrL. .+t ,dLUIW Frnn. cdvRr nri f L!s 5:11 r r fN+rr'rl , t sncd r n etu:: an.cr Fotgltyr ,A :Lr y,arxl .••' L:, 4 "'nr ,,,r'.P..�u,,f Akvi ,:rn rx' k 1 s SSGf'F:, l4•v I:S fIQ %.I lriing -.nIS _ ,�.!lli r• the 1:7S7R Gra.rl�]}- G. 1,r.•t i Ift" 'i� il�tr•y' v rrrn,nd lira ;M,5i r�l� yan:�G: • t�A AAA, nnf f l •:, '-'•I rr y 4ie'! 1:• Gkrass� Fsr .. k..•: lrt::�L irr: miL itSr f.a.u•+., v.ilti: •:r:. 1 u_r.c- l• .F.r 1?t� Nndrrrc: grlal. t.1 u+a.cr c••.yr..s.]= +:'r: .. ;.r hip !:3,4. r •. •r, aF j ! y!. AID !u :] LI, tl.n CI�F[!r lr l-t•¢• .•r t!'I• this rfl; rQluprRr+n L� . 74, B8rL11127 ML1Q9 D go F .sew•7.00 fii 4 • .y r� r 1,. J� Lt1::• �— thv 3tatF �i NaFl.i nntbnr 3rl LL e„I.3 7 n. .. • A""Scr xndOr>rlQnlrr:r a Ytiidr . S• ! -51-tl,t•:7, rp•p$t.t n$ ar,r Cd to t• i l.vn, i o- ='• I r.a1 t,..u�e k c•d th& garcl.ilai 1 i +PP .�:.� ;•.•,r•�c.i." C.,- ,t tsl y7- -hf- i r.w Pad PdYtnaC nF y'G' !i-s 'k.": :� : �x4"" and PulPr�da kntstnrsmfit, y�t4 eupr[ni.:r r a.lhnri:nd to a•-t A : Lil , dao.f = uNlt. uLr Rr•C. •t!�iL lac wnY yotuntarY tira,csl, ar'v or. Lh�o-ly5 ccn ai: as:YLe this yald ygra,'UG:nI • iii.u.,I iila dnr urn �L•9! - ►ILTFM-rW xy hr•nd sl.a rFil iiii ruer.l i•rrr•Lr ' x fLr7t eLcvp ..rt'tcr.• _. �(rlYi�-g `J2 - �p,t' strxP . Fuhl i r.] n prld F+ Lhn I . state 04 tlnihi npt��:�� �J r rct:S di17q i•tr�"7�"•--•• ply conmi •s3 on ar:p�r�y'--'-'u-Y__- ± t11 FD tflr Rio/Y� ffat -R-a4'..'��cc of _� Dry � C,•n3.l�L� ped l ❑Bycrzption: of 3 WA Doc!f! yent-Year•ldoAth•Day'DoCID 1988.1027.1104 King, Page: 1 6rder: 10-3 Comment: • i 1 sAotFR� s e BASSARD s ASSVM INC ys71t pACIIII' 1111'11WAY 50Taae v11 rr:lll:aa'tt w�r.W'AssrdaiH taas•s++� TF.IP P1ir1N L LtObl 9J 1 • I }4P rli IN'>I:H1 !IIYI `Il IJv 111 I a 1 4+r ..,�rl lrr/.•�1 alr+Ir YrM ILI Il�.rr r.L 111" '+•I.11 ir•r •� • ' '• V .I..r L+••1 L+rrI II'1 Ir rl L +11�+1 !•I I•Mill'•rl'1• •1 War 11� lHL'1•x ,! 1llr..l ••.ti WASI+VII!+ 1. 'r•1 1r111•• fl'••,•I r1•T .rl r .. A .s+ rl.rr ry�•1 ILwIKL .Itr .- L. ._.! I •,t,•.: 1•..1. ^, 1:-IiMLi Ir•+rF it 1. hl.! r .-r •I II r ..+ ,Lr• Itr.. r .Y.l. r ll••. l..L ... +.• R* C�.J 1111 •�A }�� Y+'L ..L I !1'. Hlrt rll u 'I• 1 r L •41 11rrYl".. µa 111 •,1 n1 • •L - 1+• •Il �lr •1rM' :II•• Fl•-y1 .4 1. rl•,..! 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L f..l,l I L1. .. ;1 17r.1.1,•IY+t• �+ •�•� ••, •, ... .. r. „ Vi r� rrL• F•••I1+1 I.Ir•1- �i..114 !; 'rR lµ' rM1'4 LA�,ar1'i,•-.'• i P I� i 17 V 1r 55 i • 7 C - 4 x r 4 1 �III it 1 mil' •y_ 4.l. • • 1998,1027.1104 page: 2 of 3 — DoclvlLent-Ye ar.Month.DaY.DoclD Description: 1Cing,WA n �A, 10-3 Comment., ,1 � Y C i I r Its �r ❑Qn� • 3.Ltl0 rvr��'A7J3 •dd��O �� ` _ _. r. • y:Y, V livucdnxl7 gt .vr�d zf ad�if ygrx 'jQ; • :7' QxaZFC �ii ifiVVP p�^r" dui yvfv�uof/d pp'�6' � C� rM • � vd4� A . • I � � pp'PfF� doh n ,. • : � � m ate.. �-- �y��,..�.. � d T c�T+ i �Jµr+11 •.�I vef p _ .go, ' °• 10 :.�• � PoF�wla/ t�6d.2 vi��+ fPNi ������ W!P ,x o. VC 7� x 0 Ui r w ru • fL�rrrrr�+r+r+I _ � C � .err �.�a � � _I n• 4w R l2 ` �•� rn i�f�fY r�F�'tfft�'piRs t. ' lC f /v A- -i Document-year.Month. Day -Do cID I988.1027.1104 Paga: 3 of 3 Description:-King,WA Order: 10-3 COmmeat: it 4938 APPENDIX A DECLARATION OF COVENANT ASSOCIATED WITH MULTI-FAMILY/COKIERCIAL RETENTION/DETENTION FACILITIES AS PROVIDED IN NEW SECTION 10 OF ORDINANCE 4938. "Declaration of Covenant "In consideration of the approval by King County of a Came-1-Iidinn •rmit for applicati,.., 7a. re atirZ to realproperty egally described an follows: Reference Exhibit A attached. Oei10�27 NI705 D RECD F O i LO CRSHcL +:e:+:x:c:.00 35 O The undersigned as owner(,) covenants and agrees that: r "1. All necessary easements will be dedicated to the County Ofor access to inspect and, if required, maintain or repair the — `f Go facilities, a0 "2. If at any time King County reasonably determines that maintenance or repair work is tequtred to be done to the retention/detention facility installed on the property described above, the director of the Department of Public Works 6 Transportation shall give the current holders of any right title or Interest in the property seven days notice that the County intends to make Such repairs. The current holders of any right title or interest in the property will assume responsibility for the cost of such maintenance or repair; and will retmbi;r se the County within thirty days of receipt of the Lnvoice. Overdue payments winrequire me paynt of interest er the eurrec:t legal rase for liquidated Judgments, and any costs or fees incurred by the County, should any le al action be required to collect such paymrn.s, will be borne 9y the parties responsible for said reimbursements, "3. If at any time King County reasonably determines than any existingg ratentionldetentlan system poses a hazard to life and limb, or enAangers property, or adversely affects the safety and operacLona of a public way, and thst the situation :s so adverse as to preclude written notice, the director of the Department of Public Works 6 Transportation may take the measures necessary to eliminate the hazardous situation (provided the director has First made a reasonable effort to locate those interest holderi before acting). She current holders of any right title or interest in the property will aasune responsibility for the cost of such maintenance and repair; and will reimburse the County within thirty days of receipt. of the invoice. Overdue payments will require payment of interest at the current legal rats for I1quidated judgments, and any costs or Peas incurred by the County, ahoald any legal action be required to collect arch payments, -will be borne by the parties responsible for s*4 g M reimbursements. y :yx r- nr� 5r m r �•.L x r �.x s s ALI) 10F Record at Regmg p, ~ "� 4983 These covenants art intended to protect the valve and desirability of the raal property described above, and to benefit all the clViaena of King County. They shall run with the land and be binding on All parties having or acquiring from K.I7,6. s Asaaciates, 0 A General Partnerahi� T or their successors any right, a ti eor inT texes[ in the prc,perty or any part thereof, as well as their -ctee±ars and :saios. T."..7 :hall ins:re to taiii benefit of N each present or future successor ir: innctect of said property Or p any part thereat, or inttrest therein, and to the benefit of all the citizens of King County." 2 � x C� e : RObert 3, u n, Sole General Partner STATE OF WASHINGTON) i COUNTY OF-IEit7Si�=::�ea I On rhia day personally appeared before me 1 ' 1. �f oI _ i to lie knoxn to be the indiv ua s) destriomo Irk anT uho executed the within +nd foregoing instrument and ackr.oxleExeS tiwt tney signed else same as their tree and voluntary act and deed, for the uses and purposes therein stated. r Gives.imder'my hand and official seal this day of ARYL • L . n aft tor t se r tars: of pashirsgton, residing at U EXHIBIT A DESCRIPTION: TRACT 1: LOTS 5, 0, 7, B, 9, 10. 11, 12. 13, 14, 15. 16. 17, 18, 19, 20. 21 AND 22, IN - BLOCK 2; LOTS 6, 6, 7, S. 9, 10. 22. 12, 13, 14. I5, 16. 17. 16. 19. 20. 21 AND 22. IN BLOCK 5; LOTS 5, 6, 7, 6, Q. 10. 11. 22. 13. 16, 15. 16, 17, 16, 29. 20, 21 AND 22, IN BLACK 8; LOTS 5, B. 7, B. 9, 10, 11. 12 AND 13, 1N BLOCK 11; TOGETHER WITH PORTIONS OF 'K" STREET, 'I," STREET, 'N' STREET, 'N" STREET. w.0 O PORTION OF THE NORTH 1/2 OF 3RD STREET AND OF ALLEYS IN SAID BLOCKS 2, 5 AND 6 AS BAVE REVERTLO TO SAID LOTS BY OPERATION OF LAN; N ALL IN EAST TACONA CENTRAL ADDITION 'B', AS PER PLAT RECORDED IN VOLUME 1 OF CD FLATS. PAGE 43. RECORDS OF KING COUNTY; � YED EXCEPT ANY PORTION THEREOF CONVETO THE STATE OF WASHINGTON BY DEED RECORDED JANUARY 25, 1DS9, UNDER RECORDING NO. 4990939; SITUATE IN THE COUNTY OF RING, STATE OF WASSINGTON. TRACT 2: VACATED BLOCKS S. 4, 9 AND 10 OF EAST TACONA CENTRAL ADDITION 'B', AS PER PLAT RECORDED IN VOLUME 4 OF PLATS, PAGE 43, RECORDS OF RING COUNTY; T'OGETNER WITH THE VACATED ALLEYS IN SAID BLACKS 3, 4 AND 9; 210GE7HER WITH THAT PORTION OF VACATED K. L, N ARM N STREETS LYING BETWEEN THE NORTH AND SOUTH LINES 11 SAID BLOCKS PRODUCED EAST AND NEST; TOGETHER WITH THE SOUTH 1/2 OF VACATED 3RD STREET ADJOINING TBE ABOVE DESCRIBED PROPERTY; AND TOG"—RER WITS VACATED NE5TL U AVENUE (SOUTH 352ND STRRRT) IN SAID ' ADDITION; RICH" THE SOUTH 30 FEET cONVEYffi1 TD RING OIUNIY FOR STNRRT POBP056S; AND QCRPT THAT PORTION CONVRYRD To THR STATR OF NASNING20N BY DEED RECORDED WR)ot RECORDING W. 4995246. FOR PRIMARY STATR =IGIWAY NU HNR 1; $MATE IN T= COUNTY Of RING. STATE OF VA357116700. + . H • +, JIjI I ' F . PAGE 1 i l l I I li O t` N O co m EXHIBIT A DESCRIPTION: LOTS 1. 2, 3. 4, 23. 24, 25 AND 26 IN BLOCK 5; LOTS 14, 16, 18, 17, 78 AND 19 IN BLOCK 0; LOTS ]4, 15, 16, 17, 18 AND 19 IN BLOCK 7: LOTS 1, 2, 3, 4, 23, 24. 25 AND 2B IN BLOCK 6: LOTS 1. 2, 3 AND 4 IH BLOCK 11; AND LOTS 14, 15 AND 16 IN BLOCK 12; ALL IN EAST TACOMA CENTRAL ADDITION 'B-, AS PER PLAT RECORDED IN VOLUME 4 OF PLATS, PAGE 43. RRCGROS OP KING COUNTY: . TOGETHER WITH THAT PORTION OF VACATED ALLEYS AND VACATED 2ND STREET (SOUTH 349TR STREET) N STREET (17TH AVENUE SOUTH). M STREET (1BTH AVENUE SOUTH) AND L STREET (1 DTH AVENUE SOUTH) ADJOINING SAID LOTS WHICH MOULD ATTACH THERETO DY OPERATION 01 LAM; EXCEPT THAT PORTION OP SAID VACATED 211D STREET (SOUTH 349TH STREET) AND L STREET (19TH AVENUE SOUTH) CONVEYED TO THE STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO, 1. BY DEED RECORDED UNDER RECORDING ED. 4975093; AND EXCEPT ANY PORTION OF VACATED L STREET (1PTH AVENUE SOUTH) LYING WITHIN PRIMARY STATE EIGBWAY NO. 1; AND LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10. 12, 12, 13. 20. 21. 22. 23, 24. 25. 20. 27. 28, 29. 30, 31 AND 32 IN BLOCK 6: LOTS 1, 2. S. 4, 5, B, 7, 8, 9, 30, 11. 22. 13. ED, 21, 22, 23, 24. 25. 28, 27. 28, 29, 30. 31 AND 32 IN BLOCK 7; LOTS 1, 2, 3, 4, 6, 6, 7, S. 9, 10, 21, 12 AND 33 IN BLOCK 12: ALL IN BAST TACOMA CENTRAL ADOI710N 'B', AS PER PLAT RECORDED IN VDLUWE 4 OF PLATS, PAGE 43. RECORDS OP KING COD NTY; TOGETHER WITH THAT PORTION tar VACATED ALI I AND VACATED N STREET (17TE AVENUE SOUTH), M STREET 12STB AVENUE SOUTH) AND L 517tEET (19TH AVENUE SOUTH) ADJOINING SAID LOTS WHICH WOULD ATTACH THERETO BY OPERATION OF LAM. EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO. 2. BY DEED RECORDED UNDER RECORDING 00. 4748132; AND EXCEPT THAT PORTION THEREOF CONVEYED TO TIM STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO. 1. 9Y DEED RECORDED UNDER RECORDING N0. 5009985; SITUATE IN THE COUNTY OF KIRG, STATE OF WASHINGTON. ( PAGE 2 `y3y. ORIGINAL Sk, and a aa.yde,>ti.a of o.e Pear W.w w 06. a.bk maaiQausK drr aeeipt d.b" a Wft 7ic• ep , aago6�M-79k ae.atn.e. n PVG47 s umm M wf!! 4 urAff CObFAANT, a /�g4reMi>.i^C+a 'bd.i. far r;r prpn slrrei.Wiv rxiUrka�srycaeM peyye�e�e.+e+aa a.e �drrto.�eae�eerwyroK,sy�-r�persr"we.Y� F� ewass rt�� SEE ATTAt:EtEp EXHIBIT 'A"88/12/27 *0577 b 9.00 CASH CASHA *+#-1.9.00 55 �i m IS EXCISE TAX NOT REWIRED K7g Co. Records Lh6m j by DepvW L—pt at m,y be ahenive set Fonh heteiu Gwaee3 ri6hs shaq 6e arrc ud up" ,hat porr;ae of the Frvpnt,. (thr i h—W daaihd b raliarc A �id:^o�1Yty Ten la fad is wary:..w6s Five _ {5 Y 6= or * -, tih oa v t see (■ ee'r sim dtaaihrd a EeBowc The centerline of Grantee's facilities as constructed or to be constructed, extended or relocated, lying within the above described property. y 9 Ii ('-'�is5ebes:t ©ay be superseded at a later date by a 30,:.•,;�ant J "Pith a more specific eascaent description based on a survey fu=nished by Grantor at p:� cost to Grantee). WED FOR RECORD AT REQUEST OF: PUGET POWER REAL ESTATE AnaOnAMAAITTK- ❑3S Psxlef POWER dtocl SEt WASH06cV" i 8OM t. NrPwt- "ry shA how the r4ft rc Unmrom opmv—,m— pe,. rcpLint "W am ra mar dairic "It asm.b m Rod:" d-a4bmioo 14 � aadix ,e, t, Right. &W.y taaabc wph ap nassfary or Gttlre-0lC� FPp{nrG>r — lbod . wmcb -Y -L;de but are riot hmtcd t0 the fra.4.w Z 0-06M0hAfio, Poles—d or 1GRT5 with rioaS.uwt• brora,"and auctwxc jx n7iLL76]If1R "d ticvil>otrta Imes coronet -Rg aed PSMI lion: tnrafoatttrs. 6- U-kV-+" miss Utdcrgoaod mar-,L W*-- Halts. =Mb*,, swirr.5rs sad vntsfamers: semi• brig! or So-d mumerd faciitna sack n padb, Traa.'amwa and sw-ar5 y. F*3u ,6t6c sisal[a+ry-anion ofis fadiim 4ramee mayfrom time totime MMtmu sseh addiirgal fines and otha faalcin as a ma, "—C. 2 Ar.>K Gnoter sSWiosr tl><ridn of ttaastotbrRWt• r-Naycsaaad acaathe PropeMtovm*Gramm to rxvase itryxs bceu ln.ar6•ded. ttatGratec.Saf"on�pnaur G�amorlot aay-darruyc to We P.�aary cased 6y Fhe taaote doid dsk alwam. 3. CytyR d•Frec`lrntcr+MU Wrcekrgtltwrsa atresan.a*,dall t•w.h 'd•�"q• aai also tActi�t mew ortr:vt arrytras npat the Prapaxy rlti,dt is (gigs. coaid. is Grasdcc't �vwuabk juiormer� br • fed to Gmaw : hnTtaes. f- ��+rat�l•.LMq. Ctarrter rrnucs t7.e ryylt ro mrtbr�¢MN�'+w7 .at' wkt4ewon bnospom 0.Proriir4,amG..Mskreasct7rcrrrgera�aa bdiyx�6asCrcawrerde �rF:4graad ee.,urO.r da.a 6Fr+irriw+�3tq fm orGr.,eeesi,�i�+ibns Gr+aroc] yteio..rRkaeaatait S- b i]'•ii' t65 rb—W. Grlinrarm to itefaaafyaed odd hft r Qsaawrftom ary'ilddrLe•oe fa iyeres aodlur d.asags tafkred by my Pasaa.iti 0" ie eared b!' Ke GaattceY ranrar �. she �s rpmk Pra•d. s;c Cn'a<trcr raa: u.r bcr sv Ce>gmor farrry iMirrid rl.ter R+►tr card iy acEs aorissirws dCmata. doom1mm y7' 6. A1�wrrr 16efgheshrmn palled gaU eormnnr tmli _fi time AGtamcrfta to mr the RiP1t„f•ss'a. firapate!of far IS] sar�i.ry�k m wricb rum wit cwtm=�71 t nweat sad irb heraadt� Ircrat to Gtatex,Kosidat4tt.agog•dmn�,cra�WAouerdla het, ocrnrrdbYrca.eodGaraeri4irrsa .. mi its Lt77ttita rr tLe Rybrrt47Yay.syr asy Pc'rpd dtirtlr.,mfor dak meet ear++tlr. R"so A-2039 8601163 xff=ACo01 214-90 .r -a.i-I W 1.4 t C t 7. Sfee�r r/ AatfpaTbe tiEia tusd oltlipetoa. d tk pantie sha)t iwmc to the 6endf d and 4 �'E � •_ � sspraire asttcssotsan0 asst� DAT6dmi. .Xj74 a y of 1��o�.,,i.--�- - -• - - - - . 19 B8 GRAN -FOR K_6_£_ = 1I5.50CIAX'F5, a liashio t:ca geaerel f 1oa.nt Ve ure of: S. R.n l f•iARKMk WESTrVAMPLIS. XSC. a xashincten cz OF Of this day apputed bdue we to we known to be the &mnT d in and who eieaned the uithis and faeadfp i n-wot- and •i ahnowl dged that _, ml ehc rcc and rokm" as fad dud for the ttsa and ptapptns thnt>a seriofni- GIVEN under my hanii and official teal this -y of . 19_____ .s Notap• public in and for the State of raiding at I STATE OF WASHINGTON ) 55 COUNTY OF 'a-r�'•-- y On tka day pusorafh• appeared before me HD P IM -Z - c-r-'-t -gv,2 - - - - to me known to be the ifdisidual '^bed in and who eaeuaed the within and f ..•Mmem. and acknowledged thu he sigmdthe samea�3;: ltceaM rWm oary'aa and deed fathe=iry�ppp�thettin memiaoed. vl'r EN mrder my hand and onual =1 this l9tb.y at Per tly!! •� "• '�- ` •• Notary Public rid Seats ,Y • STATE OF WASHI NGTO%) v"�^^^"'""�•' SS CORPORATE ACKNOkMD601 ENT COUN-"OF r.•�f3= , . 19B$_, bcfmc me, the ordasigeat, Pusoosgy appated eo ar ktrrwo w be tDc e,__G- =A^ - •^^ _ t6pedinefy. of Ii O RP n T the emporatinn thn ;--tied thrfaearKgg in#roaests. and ad owkdW d the said'mojum m to be the fw sad rohmeaty kp and dred of said corpol. 9W • for the inn and pMV� eINa mcatiomd, arid as ash+wed flow C. a mmorizod ad crane tic =id ntUMDtne and that Our ual 4-acd i the earpaatrs al of said eorporuion. W uwss my hand and officialaol herao affsed the dap ab yrar first abrn-'.mlrtM - N! omcyngn6-1471�111011- oP�ubaliic sinsiolriplr{tLr Stair of w j i ORIGINAL E.D.E. a ASSOCIATES BYTryf: .-)N 7F A-2039 2908163 S'JmSE OF eOt3llliw" I GDOIisY or TW5042au Om a1a, this ~ before a Matary�c a�Yof uy coals- sinned and shorn, p"&Dnally appeared lb*ort S. xnutacn and __ --- -- to se von to partner 1 _ of .Us a Wakhap ton Joint venture a kC xngton Genera Panders i[+, o' eXecutedUe Withiji end foregoing instrument, and acknowledged the said instrument to be itl free and voluntary act and deed as tor uses and Purposes therein me.rtioned. i 1il"MSS my hand and official seal the day and year in this certificate above Yritten. I Vasbington, residing at Hy Commission Expires + SfATE OF WASHINGTON' ) Y SS CORPORATE ~ ItEK•T COUNTY OF iGnl� i �- Or Ehl _ 19th dly If �••^�r . 19�..._, bdom me, the wderapad. p mam&y appealed -d to ac mown a bexhc r...,.�r , mad wv=w y, mf - ,AR77AOA , `cT.rlVrRi rJ$r.r,:;s�. _,eben eeaaa. uW MwAed of fa :ehn Sad adao.J- 40- 4 the s� i,est,a.esa w be the frec .cad „oamnry ad arm 6" or MA om F aw% fms dr on$ "a prpmr+ela,rir ■:"honed Sad w m6 goo 16ae }� to VUM rdr said laamuea and 1hN ebe sou of zcd s the mrpo ue seal of said owp• alkw Wmrsc my hand aad olkiai seal hemp alhxed the day and year fiat above scums . c. r 'mow—, NPsbrKir1srgfoieheSwrv(wnm.od~i?. +� y 1K}• caeraiss`On eXr— � Sr +4�y,�e"•�f � � . MM FOR RECOND AT REQUEST OR Pion VOW911 rWAL EMTE Or"M M rime mxvEn am ATitk DICK DOWNS 1j" 3111000 y X.D.E. i ASSOCIATES 84dN1163 ORIGINAL EXHIBIT "A' PARCEL 1: lots 5, 6. 7, B. 9. 10. 11, 12. 13, 14, 15, 16, 17, 10, 19. 20, 21 and 22, in Block 2. Lots S. 6. 7, 8, 9, 10, 11, 12. 13, 14, 15, 16, 17. 28, 19. 20, 21 and 22. in Block 5. Lots 5. 6. 7. B. 9. 10, It. 12. 13, 14. 15. 16, 17. 10, 19. 20, 21 and 22. in Block 8, Lot- S. 6, 7. 8, 9, 10. 11, 12 and 13, in Block 11; TOGETHER WITH portions of 'K' Street, "L' Street, "N" Street, "N' street. and portion of the North half of 3rd Street and of alleys in said blocks 2, S and B as having reverted to said lots by operation of law; ALL in East Tacoma Central Addition 'e", according to the plat yl thereof recorded in Volume 4 of Plats, Page 43, records of Ring Q Counc y; EXCEPT any portion thereof conveyed to the State of Washington by deed recorded January 28, 1959, under Recording No. 4990939; Situate in the County of Ring, State of Washington. PARCEL 2: Vacated Blocks 3, 4, 9 and 10 of East Tacoma Central Addition 'a', as per plat recorded in Volume 4 of Plats, page 43, records of King County; TOGETHER WITH the vacated alleys in said Blocks 3, 4 and 9; TOCIFTHER WITH that portion of vacated K, L, N and N Streets lying between the North and South lines of said blocks produced East and West; TOGETHER WITH the South half of vacated 3rd Street adjoining the above described property; AND TEGESHER WITH vacated Westlake Avenue (South 352nd Street) in 1 said additi^n; EXCEPT the South 30 feet conveyed to King County for street Purposes; AND EXCEPT that portion conveyed to the State of Washington by deed recorded under Recording No. 4995246, for Primary State Highway Number 1: k i Situate in the County of Ring, State of Washington. 7 PARCEL 3: Lots 1, 2, 3, 4, 23, 24, 25 and 26 in Block 5; Lots 14, 15, 16, 17, 18 and 19 in Block 6; Lots 14, 15, 16, 17, 18 and 19 in Block 7; Lots 1, 2, 3, 4, 23, 24, 25 and 26 in Block 8; Lots 1, 2, 3, and 4 in Block 11; AND Lots 14, 15 and 16 in Block 12; ALL in East Tacoma Central Addition "B', as per plat recorded in V41pme 4 of Plats, on page 43, records of king County TMLITF¢,R WITH that portion of vacated alleys and va=s_ad 2nd Street (South 349th Street) N Street (17th Avenue South), M Street (10th Avenue South) and L Street (19th Avenue South) adjoining said Lots which would attach therato by operation of law; P.WEPT that portion of said •ecated 2nd street (South 349th Street) and L Street (19ti Avenue South) conveyed to the State of Washington for Primary State Highway No. 1, by deed recorded under Aacordiog No. 4975993; AND MUM any portion of vacated L Street (19th Avenue south) lying within Primary State Highway no. 1; Situate in the County of King, State of Washington. MW FOR WMV AT REMMT M �emxw M-M D" Doom rtu�. rw�w+rc�cw � r R.D.E. i ASSOCIATES qua, ORIGINAL •'PARCEL 4: Lots 1. 2, 3. 4. S. 6. 7. 8, 9. 10, 11, 12. 13, 20, 21, 22, 23, 24. 25. 26, 27. 26, 29, 30, 31 and 32 in Block 6; late 1. 2. 3. 4. S. 6, 7. 8, 9, 10. 11, 12. 13, 20. 21, 22, 23, 24. 25. 26, 27, 28, 29. 30. 31 and 32 in Block 7; Lots 1. 2, 3. 4. S. 6, 7. a, 9. 10, 11. 12 and 13 in Block 12; ALL in East Tacoma Central Addition "B' as per plat recorded in V61nme 4 of Plats, on page 43. records of Ring County; TOMETBM WITH that portion of Vacated alloys and vacated N Street (17th Avenue South). N Street (18th Avenue South) and L Street (19th Avenue South) adjoining said Lots which would attach thereto by operation of law; ERCEPL that portion thereof conveyed to the State of Washington for Pc.iawry State Highway No. 2, by deed recorded under Recording No. 4748732; AND EXCEPT that portion thereof conveyed to the State of I'- Vashi"ton for Primary State Highway No. 1, by deed recorded under D- Recording No. 50099,65; a Situate in the County of Ring. State of Washington. 41 1 MW FOR RECORD AT REQUEST M . PUCET POWER AEAI CWATE AM90M . VL;W POWER INDO yeaelmanw MW i ATM DICK DOWNS i ! Y } 1 6 dc 575) A aa>,e son Z!m r"=Lmn MUS h by and between Prdaral cey Meter and Saver, a si aaicipal corporation Of King County, lashiogtoa, harainattar then d "Grantee' and [ovtaao conI[rurtio. Co. beseiasftas to rM iI'ila� s Met Grantor, for and is consideration of one Dollar or otbar valuable oocaiderstioa, the receipt of whieb is beraby ackwaQladv d, hereby Coneys to the granteej An aaaeaant sad right-of-iu7 fir rater facilities am all appar- toubcoo related tberato, throb, over and across the tnii(mI,a de- wribed real propartys Sec Labibite "A" and "a" Attached 5- 5= i. , Graatas and its mar�eseeta, deeigaaes or aseiqua &ball bawe the rigkte without prior iastitntiou of may gait or prooeadiay at Lr and eitbaat prior notice to Grantor, at such Lima ea grantee detaa ROD"- asasaqy, to enter rtcx said property, by toot or vehirla, for the ia- eta utioe. repair, rocoaatrsctiaa or aiataaaca of eater Leauitian �el�atasaacra xitbaat inarriaon g say legal obligatior liattility . pra�ided that aeeh shall he aocomplimbad in a aeaear that ndit q pri+Z; frpra+raraiata I not be diaderbsd or ieekropfi or La the rrreat that they are distartrd or destroyed, they aiu be r4r- or repetred, as nearly as is ptactLcable, to as good at ex+sdl- ioa ae they wre immmi ately before tho xWort* was awt-ed mv- by tie Gr.atua. WEST CAMPUS SQUARE PHASE I ASrra.00t so. 88070J I Grantor hereby agrees that no building, wall, rockery, trees or structure of any kind shall be erected or planted, nor shall any fill - excavationshell -thLbe made within three feet of said water service fa- cilities and the surface level of the ground within the easement area shall be maintained at the elevation as currently existing. In the event that this provision is violated, the Grantee shall have the right to require removal of any such structure and same shall be ac- complished within a reasonable period of time and at Grantor's ex- pense. Failure of Grantee to so exercise its right to require remov- al shall not constitute waiver of th't right. Grantor additionalll grants to the Grantee, its agents, design - OD ees or assigns, the use of such additional area immediately adjacent 44 to said easement area as shall be required for the construction, re- R construction, maintenance and operation of said water service fa- cilities. The use of such additional area shall be held to a reason- able ainioum and be returned to the condition existing immediately before the property was entered upon by Grantee or its agents_ LO Q This Agreement and each of the terms, provisions, conditions and OD covenants herein shall be binding upon and apply to the benefit of the parties hereto and their respective successors and assigns. OWED this 2-1_ day of FEa BY By STAZE OF WLSHDIGTON ) SS: County of King ) I certify that I know or have satisfactory evidence that r szel t .�ri, a siga�'s`s astruaeet, on oath stated that they were authorized to execute the iastrament and acknowledged it as the �'w�d- i�^aa J(ins►a►z, to the free vp untary ect gf sutgr t uses purposes mieationed in the instrument. OVEN vT _ !iota_ rY_ Public My appointment expires Q-eri `11 ArAMWARD a Ar>Asur—• sw 31218 FACKIC HIGHWAY WVTH I'EDEA., WAY. WASHINGTON WDU-SiM It LEp"W.. (Mel 9411599 EXHIBIT 'A' February 6, 1989 Our Ref_- HY-Wul LEGAL IIESCR1PT10N Water Main Easement (Nest Campus Square) Being a portion of the Southwest quarter of the Southwest quarter of Section 21, Tomnship 21 North, Range 4 East, W.M., King County, Hashington, described as follows - Commencing at the Southwest corner of said suodivision; thence North 01 34'05' East along the West line of said subdivision and the centerline of 16th Avenue South a distance of 30.00 feet; thence South 3iB 31'41' East, 50.00 feet to a point on the Easterly margin of said 16th Avenue South said point being the intersection of said easterly margin and the Northerly margin ci South 352nd Street; thence continuing South 80 31'41' East along said Northerly margin a distance of 220.65 fort to the True Point of Beginning; thence North 01 28*19" East, 10.00 feet; thence South 88 31'41' East, 16.eO feet; thence South 01 28'19' Nest, 10.00 feet to a point on said Northerly margin; thence North SO 31'41' Nest along said Northerly margin a distance of 16.80 foot to the Trove Point of Beginning. Sheet 1 of I EXHIBIT 'I' ` •� A ASS= III' ! ?12It rACUIC HIGRWAV SOUTH i art-KAL.Af M A.)nLVn,'l'vaN.:�w IF L`FM%;E'`A' "I 15M i February 6, 1489 ar Ref_: 89iki0l slater Main Eas--ment (West Campus Square) A strip of land 10_00 feet in width, the margins of which lie 5.00 feet on each lade and parallel with the following described centerline: Being a portion of the Southwest quarter of the Southwest quarter of Section 21, Township 21 North, Range 4 East, W_M_, King County, Washington, described as -Follows: r l Commencing at the Southwest corner of said subdivision; thence North OI 34'08' East along the Was lane of said subdivision and the I centerline of 16th Avenue South a distance of SO_00 feet; thence South 88 31-41' East, 30.00 fee[ to a point an the Easterly margin of said (�] 16th Avenue South said point being the intersection of said Easterly ri margin avd the Northerly margin of South 352nd Street; thence f R Continuing South BB 31'41' East aianq said Northerly margin a distance of 623"91 feet to the True Point of Beginning; thence North. 01 27'57' East, 2.40 feet to Point "A'; thence continuing North 01 77'57' East, 74 lLY.80 feet to Point 'B'; thence continuing North 01 27'57' East, 74_85 l'} feet to Point 'C'; thence continuing North 01 27'57' East, 188.58 feet; thence Nrth 26 16*11' Most, 50.02 feet to Point 'D'; thence continuing r� North 26 16-11' best, 19_00 feet to Point "E'; thence continuing North 26 16'11' (lest, 349_99 feet; thence South 87 54'00' Pest, 13.95 feet to Point 'F"; thence contiand ng South 107 54'00' Yost, 258_71 feet to Point '6'; ttaence North 86 06"00" West, 150.42 feet to Point "H"; thence continuing Marth 86 06 00' iirst, 3.06 feet in a point on the Easterly margin of lath Avsae :, th tad the trrainw,nl of said centerline mat; AM the folladng described centerlines: I Beginning at Point 'A"; tl+wace South 98 32'03" East 17_30 feet to the trminas Of said artaline maseaent; Ale 100099 ing at Point 7'; t2me1Q South 88 32'03' East 41.50 feet to the ttenus Of said conterline easement; Ale Beginning at Point 'C"; thmwe South 88 32'03' East, 17_50 feet to the terminus of said satrlins easement: AID ingieaimg at Peknt 'W; that Ika^th 63 43'49' East, 30.13 feet) thence South 90 WOW East. 41.39 feet to Pont 'L'I thence Continuing South 99 14'00' Eamt, 398_64 feet; thence South 30 93'26' Eaat, 31.82 feet to PD1ut 'I'; tbaho South 26 04'09' Erst, 172.78 feet) tim 9 South 01 j R'U&' SMM*, 99.44 feet to Point '.)'; thonew South 06 44'04" Meat, 12.50 fret to Pm1st 'KII tbmna Continuing South 06 44'4)4' llsst, 63.79 fmstl tmesncm Smith 14 01'=r Heat, 96"03 feet; thence South 06 11'11' Yost, 610.07 feet to a Peden[ an *mid Northerly margin of South 372sd 9b"Mut mad the tmrmdesas of skid eerementl Me Sheet 1 of 2 e s Mc 31218 PACIFIC HIGHWAY SOUTH FEDERAL WAY. WASIW4C70-\ 9M3.V96 iF L EPHONE,306i "a JSWW FeOruary 6. 1989 j aw Ref-: 89-6tK•1 t Water Main Easement (west Campus Square) ] (Continued) {{ Beginning at Point -E': thence North 63 43'49" East, 14.00 feet to the terminus of said centerline easement; AND Beginning at Point -F'; thence North 02 06'00" West, 10.00 feet to the terminus of said centerline easement: AND Beginning at Point "6'; thence North 01 34'06" East, 295.92 feet; thence South 86 24'06' East, 20.16 feet; thence North 01 35'54' East, 21.00 feet; thence Worth 88 24'06' blest, 15.470 fart to the terminus 04 said centerline eaasement; AND Beginning at Point "N'; thence South 03 54'00' blest, 15.00 feet to the terminus of said centerline easement: Beginning at Point '1"; thence North 59 04'34" East, 13.00 feet to the terminus of said waterline easement; AND I.j Beginning at Point '�'; thence North aB 27'04" East, 20.70 feet to the L7 terminus of said waterline easarent; C% AND „7l Beginning at Point 'K"; thence North BB 31'41" West, 18-69 feet to the terminus of said centerline easement; AND Beginning at Point 'L"; thence South 01 28'19' West, 69.01 feet: thence South 88 31-41" East, 16.00 feet to the terminus of said centerline eaemmrnt. Sheet 2 of 2 O FEDERAL WAY RATER AND SEVER - Y N x ABANDONMENT OF EASEMENT 91i07/216 = 4 11064-t-� R RFCFEE . LYE CAMPUS SQUARE RFCD F 6.00 cr�Nsi ��7. on WHEREAS, Federal Nay Water and Sewer, a municipal corporation in King County, Washington, was granted easements for the purpose of maintenance and operation of a water main system, and WHEREAS, the easements contained descriptions and/or are not necessary and/or desirable to the District, Now, Therefore, The undersigned does hereby waive and abandon any and all claim or interest in and to easement rights created by easements given to the District and described as follows: A strip of land 10.00 feet in width, the margins of which lie 5.00 feet on each side and parallel with the following described centerline: Being a portion of the Southwest quarter of the Southwest quarter of Section 21, Township 21 North, Range 4 East, W.M., King County, Washington, described as follows: 0 (p Commencing at the Southwest corner of said subdivision; thence (12 North 01.34'00' East along the West line of said subdivision and the centerline of 16th Avenue South a distance of 30.00 feet; thence South 88'31141' East, 50.00 feet to a point on the Easterly margin of said 16th Avenue South said point being the intersection of said Easterly margin and the Northerly margin of South 352nd Street; thence North 01.34108" East along said Easterly margin a distance of 578.99 feet; thence continuing along said Easterly margin North 02.42112" East, 234.25 feet; thence South 86*06*00' East 153.31 feet to the True Point of Beginning (said point being Point 'G' of Exhibit 'B' water main easement recorded under Recording No. 8905120218); thence North 86.06'00' West 153.31 feet to a point on the Easterly margin of said 16th Avenue -South and the terminus of this description. Federal Way Water and Sewer King County, Washington re ident n C mfliss3.o�rf es �ecretery and CoR�iaeivner Dated: July 16, 1991 Original Easement No. Kli-0703-392 Quarter Section K-12 Drawing Page No. N/A 1 • ,4__m 0 C4020•A 11e11 EASEMENT Job 83-fi'4IygC�_ R/ViReference 8Y04007011 KNOW ALL MEN BY THESE PRESENTS: For and inconsideration ol F.ICfiT HUNDRED AfiD 4d QA GULLV"f ,the undersigned, hereinafterraterredlo as Gtanlor(s), hereby grants a perpetual easement to Pacilic Northwest ©ell Telephone Company, a Washington Corporation, Its successors and assigns, hereinafter referred to as Grantee, with The right, privilege and authority to place, construct, maintain, lWacl, reconstruct, repair, replace, remove and ifeap obs'aclas clear hom Grantee's lacilrlies consisling of UNDERGROUND CABI.FS AND AHDVL:G'dOU(ID TL•'LEf-IMFIE rCifBINFTS and other appurtenances as the Grantee may from lane to time require over, across, upon and under The hereinafter described property situated in KING Counly.Slateol HASH It O?nIT and iSdescribed aslollows THAT PORTION OF EAST TA,COFIA CENTRAL ADDITILIH "B"(VACATED IIUVEMM 16, 1942, EKCEPT n "0" STREET AND 1st STREET) VOLUME 6, n3 . 26. RECORDS OF KING COUNTY, WASIIliMON. 3 LYING WESTER(.Y OF S'"ATF RGAD NO. 5, SOUTHERLY OF' STATF. ROAD NO. 10. EASTERLY OF 16th P AVENUE SOUTH ("0" STREET) AND NORTF.ERLY OF SGUTH 352nd STREET; E:;CEPPT THAT PORTION d OF LOTS 23, 211, 25 AND 26 AND VACATED STREET ADJOINING OF BLOCK 2. OF' SAID i2 SUbUIVIS1uIJ LYiin; SUUI'IIl4LSTEifLY OF S1:1'FF Port: i:u. y &FEUG A F3RTiON OF THE SOUTH'riEST NN QUARTER OF TTt� uD;il1?FICIi yUARTER OF SECTION 21 11ORT11, TOWNSHIP 21 NORTH, RANGE It E.W.M. IN KING COUNTY, WAS IMIGTGN. a. n 0 v ,aid cascmcnt ^1" the :h 20' of the _ ,th 7fj5' of thin Wr?Rt 20` Of the abovedesorihed orooerty abutting 16th a oG; k KING O,ClsE TAMPAI D1989 15 6M L^ rl Grantee shall at all limes have the right of lull and free ingress to and egress from said propoily described above, with the understanding That Grantee shall �,o responsible Tor all damage caused to Grantor afising fAfm Grantee's exercise at the rights and privileges herein granted. Granlor reserves the righl to use the easement for any putposes as lung as not inconsistent with nor an interference with Iho rights granted Grantee herein. The rights. conditions and provisions of This easement shall inure to The benefit of and be binding upon The hairs, executors, administralot:, successors and assigns of the respective parties hereto. —I InwilnL.p.wl'�hjeof The undersigned has executed this instrument this ._..ti_day of 0.N 19 oy - n (Individual Acknowledgement) (Corporals Acknowledgement) Slala of _ SS J County of �rnt�i L1� 1 se Mehl tll pm.5aniey appeared belura me On INS day personally appealed 6ofore rim knownlomeloba thelndrvidual whoe.ecuted whoddsaylWlshels the the loiegoing ipsuumonl. and acknowlodn•d that _0 1 Signed he same as 1, lice and voluntary act and need, for h1J • lees and puip0505 herein mentioned Giva,—IJW,,y handen7orr,041e0411h.5 1' -day ([wary l4rbuc In and 19r Ins strasc of �— rosdvgsl�� ,.i.ie. r �. kiy [Maih751fMgxp,rai ]--r: -.�' i Is, at the corporation Thal executed The foregoing Instrument. and acknowledged said instrument to be the free and voluntary act and ae^d of said corpolation, for The uses and puiposas therein monlionod, and on oath eloled Thal was/weie atlihOlrred to execute said instrument on behalf of The corporation Given under my hand and official seal This day of 19— Notary Public In and lot the Slate of r[3+61114 al _ r iy eommlsvon e.pue s ©� p 71 9 � IJ A O � � C N Q C = '� d N � � � d 7 m � � � 0 O p � � V � w �D � � m � 3 V O QUITCLAIM DEED 1N THE MATTER OF SR 5, Pierce County Line to act. SSH No. 5A. ` KNOW ALL MEN BY THESE PRESENTS, that the STATE OF WASHINGTON, for and In consideration of TWENTY-FIVE THOU' AND FIVE HUNDRED and NO/100 DOLLARS ($25,500.00), hereby conveys and quitclaims unto K. D. E. & ASSOCIATES, a Washington general partnership, all right, title, and interest under the jurisdiction of the Department of Transportation, In and to the following described real property situated in King County, State of Washington: That part of the following described Parcel A lying southwesterly of a line drawn parallel with and 90 feet southwesterly, when measured at right angle•. from the AL2 Line survey of SR 5, Pierce County Line to act. SSH No. 5-A- Parcel Parcel A: In o� That certain parcel of land conveyed by Willa E. Fields to State of Washington by warranty deed dated November 12, 1958, recorded December 12, 1958, in ~CD Volume 3858, page 307, Records of King County, Auditor's File No. 4975993, ri G� and described as Lots 1, 2, 3, 4, 23, 24, 25, and 26 in Block 2 of Vacated East f.JJ Tacoma, Central Addition B, as per plat recorded in Volume 4 of Plats, page 43, Records of King County: TOGETHER WITH portion of vacated alley and vacated K 5treet, L Street, and bid Sireec adjoining said lots; Lots 14, 13, I6, 17, 19, and 19 in Block I of Vacated East Tacoma, Central Addition B, TOGETHER WITH portion of vacated alley "vacated K Street. L Street, and 2nd 5treet adjoining said lots. GA Q CO The grantee herein, its successors or assigns, shall have no right of ingress and p egress to, from, and between said SR 5 and the lands herein conveyed-, nor shall the Ora grantee herein, its successors or assigns, be entitled to cam pensatlon for any loss of light, view, and air occasioned by the location, construction, maintenance, or operation of said highway. The specific details concerning all of which may be found on sheet 5 of that certain plan entitled SR 5, Pierce County Line to act. SSH No. 5-A, now of record and on file in the Office of the Secretary of Transportation at Olympia, Washington, bearing date of approval June 24,1958. It is understood and agreed that the delivery of this deed is hereby tendered and that the terms and obligations hereof shall not become binding upon the State of Washington unless and until accepted and approved hereon in writing for the State of Washington, Department of Transportation, by the Chief Right of Way Agent. STATE OF WASHIrN-G-TTOON uN RENTAA Secretary of Transportation Page 1 of 2 1. C. R 1-17-03384 r , Dated at Olympia, Washington, this 12th day of October, 1989 APPROVED AS TO FORM: By: sssta Attorney General REVIEWED AS TO FORM: By- '.. motto tes By: STATE OF WASHINGTON ) h ss County of Thurston ) F fP 1 O On this 12—A day of _(�ay , 19SZ9 , before me personally appeared DUANE BERENTSON, (mown to me as the Secretary of Transportation, Washington State Department of Transportation, and executed the foregoing instrument, acknowledging said instrument to be the free and voluntary act and deed of the State of Washington, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute said instrument. Given under my hand and official seal the day and year last above written. i y is n an or State Washington, residing at Olympia. My Commission Expires / Page 2 of 2 I. C:. d 1- I1-03394 , ) I V A. WARRANTY DEED In the Matter of State Route 5, Pierce County Line to Jct.. SSH No. 5-A; state Route 18, Jdt. P.S.N. No. 1 to Auburn; State Route 161, Pierce Co. Line to Kits Corner KNOW ALL MEN BY THESE PRESENTS, That the Grantor, WEST CAMPUS SQUARE, a Washington Joint Venture, composed of ROBERT J. KNUTSEN, a married man dealing in his separate property, and ARMADA/WEST CAMPUS, INC., a Washington corporation, for and in consideration of MUTUAL BENEFITS, hereby conveys and warrants to the State of Washington, the following described real estate situated in King County, in the State of Washington, to wit: All that portion of the hereinafter described Parcel ^A" lying westerly of a line h4aLginning at a point ri apposite Highway Engineer's Station (hereinafter referred to as RES) 14+00 on the SR 19 line survey of SR 5, Pierce county Line to Jct. SSH No. 5-A (Sheet 9), and 125 feet southerly therefrom; thence westerly parallel with said SR 10 ling survey to {� a point apposite BES sR 161 Sta. 8+73.11 on the SR 161 v4 line survey of SR 15, Jct. P.S.H. Ko. 1 to Auburn, and m 65 feet easterly therefrom when measured at right 91 angles- to said SR L61 line survey, said SR 161 line survey also delineated on SR 10, Jct. P.S.H. No. 1 to - Auburn (Sheet 1), and on SR 161, Pierce Co. Lire to Kits Corner (Sheet 5); thence southerly to a point opposite HES SR 161 Sta. 9+53.11 on said SR 161 line survey and 60 feet easterly therefrom, when measured at right angles to said SR 161 line survey; Lhersue soutneriy ro a point opposite HES SR 161 Sta. 3+50 on said SR 161 line survey and 50 feet easterly therefrom, when measured at right angles to said SR 161 line survey; thence southerly parallel with said SR 161 line survey to the south line of Section 21, Township 21 North, Range 4 East, W.M., in King County, Washington, and the end of this line description. Parcel *-A-" Lots 1, 2, 3, 4, 23, 24, 25 and 26 in Block 5; Lots 14, 15, 16, 17, 19 and 19 in Block 6; - o Lots 14, 15, 16, 17, 18 and 19 in Block 7; - - Lots 1, 2, 3, 4, 23, 24, 25 and 26 in Block 6: Lots 1, 2, 3 and 4 in Block 11; and Lots 14, 15 and 16 in Block 22; All in East Tacoma Central Addition "B", as per plat recorded in volume 4 of Plats, page 43, records of King County; TOGETHER WITH that Dortion of vacated alleys and vacated 2nd Street (South 349th Street), N Street (17th Avenue South), M Street (loth. Avenue South) and L ! Street (19th Avenue South], adjcining said Lots which _ would attach thereto by operation of law ! EXCEPT. that portion of said vacated tad Street (South i 349th Street) and L Street (19th AVamne South) conveyed ! to the State of Waabibgton for.Primary State Highway No. 1, by deed recorded under Recording ]ta. 4975993; i AND.EXCM any portion'af vacated L Street (19th Avenue- Soath) lying Within Priaary State Higin;ay No. I. no EXCISE P � 1 1- DEC2609 "._E1105936 P3n2.z�. b0701 R RECD .F e. OLD RECpEE :.oc .. Page 1- of :� �pigaa ,- J. , NARRAN"1'Y DEEC (Parcel "A" cont.) AND' Lots 1, 2, 3, 4,_5, 6, 7, 8, 9, 10, 11, 12, 13, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31 and 32 in Block 6; Lots 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13; 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31 and 32 in Block 7; Lots 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12 and 13 in Block 12; All in East Tacoma Central ?.ddition "8", as per plat recorded in Volume 4 of Plats, page 43, records of King County; TWETHER W1TN that portion of Vacated alleys and vacated N street (17th Avenue South), K Street (18th Avenue South) and L Street (19th Avenue South), adjoining said Lots which would attach thereto by operation of law; EXCEPT that portion thereof conveyed to the State of kashington for Primary State Highway No. 2, by deed recorded under Recording No. 4748732,• AND EXCEPT that portion thereof conveyed to the State of Washington for Primary State Highway No. 1, by deed recorded under Recording No. 5009985; Situated in the County of King, State of Washington Also, the grantor herein confirms, verifies and ratifies all previously conveyed rights of ingress and egress (including all existing, future or potential easements of access, light, view and air) to, from and between said SR 5, Pierce County Line to Jct. SSH No. 5-A and the remainder of said Parcel "A" to the State of Washington under Auditor's File Nos. 4975993 and 5009985; EXCEPT the grantor reserves for itself, its heirs, successors or assigns, the right of reasonable access to SR 161 southerly of RES SR 161 Sta. 8+73.11 (65 ft Rt.) at two road i approaches to be agreed upon between said grantor and the f Department of Transportation. I� f! ' E i i PM" 2-of 4 pages WARRANTY DEED The specific details of the lands herein described concerning all of which are to be found within those certain maps of -definite location now of record and on file in the office of the Secretary of Transportation at Olympia, with plan revisions pending to delineate this transaction. It is understood and agreed that the delivery of this deed is herebv tendered and that the terms and obligations hereof shall not become binding upon the State of Washington unless and V4 D until accepted and approved hereon in writing for the state of Washington, Department of Transportation, by its secretary or his N duly authorized representative. M Dated this3 day - / 4 g V _ Accepted and approved J211. WEST CAMPUS SQUARE, I a Washington Joint Venture ST .T� £ dF iiAS I TOtI composed of the following De t f ra par at n venturers_: Title: wi+s �iu..rwr� + Y'i el �-ftt J. Knutsen, as his separate property ARMADA/WEST CAMPUS, INC., a Washington corporation By: t Title By: ice Presidentls ry STATE OF WASHINGTON k ss. County of ifyghr.CT 1, the undersigned a notary public in and for t4Lq State of Washington, hereby certify that an this _,a!06_ day of personnaily appeare6 before an Robert J. Knutsen to ae )mown to be the individual described in and who executed the foregoing instrument, and acknowledged that he signed and sealed the &are as his -free and voluntary act and deed, for the uses and purposes therein mentioned: GIVEN:under my hand and official seal the day and .year last above, iiri''ttea. L Rotary Pnbl F asxi far th. State' y�S���' AEA, e2 lnashi-1lgtort F.r Rlaiding at = rnr++rr t�'.r �Y )►Ppolnt�wt ucp .7 _ pass 3: of =4 pages f . WARRANTY DEED [= a STATE OF WASHINGTON J ttA[ es. County of On this 15th day of February 19a`f before me personally appeared -dames W. agerc7 to me known to be the -Fresx cn of the corporation that executed the foregoing nstrument, and acknowledged acid -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 authorized to execute - acid instrument and that the seal nffixed is the corporate seal of said corporation. GIVEN under my hand and official seal the day and year last above written. { 1-4dThiry Public in and for the State of Nashingto Residing at My Appointment expires m I ILr,rpv.,:y u�wnkdFmmr Lam, STATE OF WASHINGTON, jI County of 1 55. Fl .On t_hisr z^' day of /L'�'�"e•"'t �+n�' �Y � y before me personally appeared and to me known to be the N'ad 7 of the corporation that executed the foregoing instrument, and acknowledged 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 �_ A e f 5 authorized to execute said instrument and that the seal affixed is the corporate seat of said corporation.' Given under my hand and official seal the day and year last above written. L at. HmyMik i ..4 to the Shur of wasrryl-, P4.6roz w 12 BI/WD-M - page 4 of 4 'pages DDT..FDi7M 262-012(Y) Reviaed 10/E4-QY A-196 :E ................. Tide k",-" Co.P-y :THIS SPACE PROVIDED FOR REOMM USE: FILED FOR RECORD AT REQUEST OF WHEINI RECORDED RETURN TO Ns— Michael J. Warren %/05/30 *1909] 1E .... . ... . ... ...... RECD F 7.00 316 Occidental Avenue S., Suite 325 RECFEE 2.00 Ad&— CFEAtSL ***.*.g_ .6 Seattle, WA 96104 . ..... ... ...... . .... ..... Deed of Trust (For Use in the State of Washington 0*) 90 THIS DEED OF TRUST. made this. day of May 19 between (D Robert J. Knutsen and KDE & Associates GRANTOR. C:) whoeeaddres,%is P.O.. Box .596.,..Mil.t.qn-, Washington 98364 Cl) TRANSAMERICA TITLE INSURANCE COMPANY, a corporation. TRUSTEE. wbase address ;s Lr) C:) 1200 Sixth Avenue, Seattlie, Wmhingtan. and B— Scott. Bolls, Eutgare R. Ekbiad and C3 01% FWI Limited Partnership BENEFICIARY. wi, addmis c/o Michael J., Warren, 316.Occidental Aye, -S, Ste. 32%. 98104 WITNE.SSETH: Grantor hereby bargains, sells and convent to Trustee in Trust. with power of mL-- the frAkming described real property in. K LN County. wasbiact- - See attched Exhibit "A. -bkh red pms.—ty is mt uIiRId praocipmb for mpkattamml or fatterF parpowIr, bVedm v*:h *A tk 4w enmssa, I j'uw=mti, ame! appuTtrommar ww w hereafter LhEmmatu bdom&q ff in any wire mppv tm�, and the rezrts, enures and pro to *w=C This deed is for the purpuiiiir of piedmiumm of em& apaaaert of am4abbed. IIIIIIIII prymea; of the with intered, im amx dame with the tam of m prommimmm, mule at cow date berrmitb, pwyablr to Dam- 6mary or order, And m*&- by Covistar, sad mkH pmowok =cEficstim" tad exteafficumm 0mol and mbe 30& turtber sacra m may be advance im L—I by Bemrsciiii;7 IV G. m6m, or any of flmv W —"on WWI. w;tb ixYrrd th. a4 stilh rasa . it b. speed hpam To protect the meenrity of din Deed of Thoc Cammkir, aowwaata sad apnea 1. TO krep the pmw4y in mod N i Mai Upon tm pirimmis an to amiapfift -7 buil&v. strwtaze or mpwpmkmt ban lima of abc" to be be& dmmmL. ts MEOW F I I - b bADmj1c�rDL Fotdimmte uctam ar WWgq wcase m. wVbmiXch§W-= be 6mmmd - aepgIk0ato cmwh wills I— III. W.1.01— P— W 3740P C, X11 0 Y Ta vrr brfora delitptte.t aR 4dd MA" sad toast = .po. the fm.parb: m kW the pmpoft f w and drat d VVWW c6.reer. heo. w rra.mbmem iapaiNnt the aocmtY d fhi. Deed at 7Yvd e I To keep all 6,tdduw ree. or hereafter eKvw m the proway dr.wib d hrrrio coatlo.w b km� an0cei law by date w other bwti k..n amwni wt !na tLn the Iota! " aw and by S,Lm Dad or Tn.t A pd' ' rlrll be held by [br Be_fitk y- r.d L in rush cvmp+nir. r the Ilenedci.ry may �a ad h.re Iva p%y bee 6W ro [hr �'.r'ddsa y. m ita i.w mrp apler'ar- lord then to tM CranWr. The amant tv(k[ird under any tnrorann Po fry may be ulm my i.drtuednm 2--byeecund ra catch rd" as the A.ft&iwrryy .h.11 deJerarlor- A.rh .ppFir.lkw hY 7 �nol t.rwe d.00ati.aaan d nW' pratrWkmte Io foan�it [hi. Oral d T:vat in [hv rural d fwetlsun, aft ryhwd the Cr.nto1 in i..uraaex pdoU0m then tp fors doll pat [a the purrhgaee rl tlrr farceltattrt �. �. 7o drfrad .ey .eeioa or ptoceedrnr purportisd to aditct that atn.;q tiered rr t4 risho or po+era of Beseleary 7`nrtr.- atd m paY au ea.sr and eaprrww iaf,>drnp rwt d t;14 wgrrh toed gitmg�Y's feat to a eraMr.ble amnmt Va w rrh .rtimn a pry aedies. and M MY tuft tmy�t by BeWr ddF+7 to foreek.e Ow CJredd TKWL S To W all c fret and ntKam i. oa.rtarlion T with "Deed d mo, ir.3oditrd the ely.sr. d th. Tibet i .." to ar* I.I. the abfiplJ.. rrurrd lrreby ,zb Troat.e'a and aftnwY'a fee swRY intoned, a prwded by dabdL 8. Shook Gr kbf 10 W pn WM. der azy nsn, .agar n„tx inw pr.miinm Ilto► .amab, or ooU r fie, M dm the proprny hrrm dr.eribrd. Br.rfiriaty my Fa7 the attar, aid for aaro.tnt a VK4 -Lb i-r r nh for ref- net For1L is tba note --d bereby..Lll he added tb .1 hr.�mv R Van of de debt . rtd is thin Deed at Trull IT IS MUMALLY AGRRW THAT-- t. Za t>x neat ay pardon of the perrpr crhhat w taken or dow.aed sa .a e.u.cat d.a.dn pt.cedie� the eatim s�...+at ae th. aeatd oe.oeh Ai_ at ear be -m-may fdiy abdy the .btitmwa a rvd bervby. tbab fat Paid la BeeebsrY b hat nyp$.i m add obltYaSian. 2 BY owvwb ow-ftt of ley arm wooed be eby Owr ite data data, i1r'er$riarY don ad wire ifr rise a e.Qdm p4- ae.t Wbm due of all oLb-.ua so seraoed or b da,LF defaalt !x 6n7orx to x pq. l The Tr.tae giwll .Moore, d w aqr part of the M erty watered by tbia Eked or rrU t to cha yeas en:i clad tatiacm, m .crier rrqurrr of that Ctaolor .ad tho " " . ^� or trpre sta3 L. d fbr obl:p[cn _u.-d nd . it" rrw'-s. for t ecaa ray.aoe gain >v tlry E-21- ae.. a der pr,reo ..tided ifere� A VX dd.ali by Grantor i [Jae ptyn.rol d n" :_J-bkd a Nmd b-4,y .r is [hat qmf a e of tur yamatt comL b d hrreie>_ .L nwa..rt •d lw t y ehdl imeederrh berate doe tad p.yahk at t6 "'t- d the Ia -h eroxt wd .0- 0+ Writm re.loet of B, a 6ckt7, Trndee rFall %ru the trmt prcpt". io scwrdeaar wkh the Heed Of Terri All d !hv sbar OF W..h• O ✓x son .r pabl c .ue[ w to the hiihfttddea- Ay pesat. exeepe Tn tier uAg b, l at Twee'. wk- Trdss .tan amply [hat ret I he atie at fd4r.a; [ t Y to !fie e.prox cd +Ar wk, iadudisnR n r�oa.hle 'fY.mse's fee and .porgy lee: 42) ro N' tipz nrca,d by iltil Drvd of curt: [33 Bee surplyrt if .by, ahail t.e di+rrr'taltd m that prvona .atirLd th...+q O S. Trrama .hall debater to the wrhrne. at cbe atfr its dated, -tboaf War:aety. rrI - z .Ln oom to tL p dmnr tb. 6t-w m f" 1 the prupmy +bk%i Cn for %W w bid the pater to ca•n7 nt the tine d hk r:ernti d tbi Dr.d of 7Y..L ma arch a. L � tat) haw aegdred tkereaS[n. TcmtAt'. &cd .%@R stcf k that fade td&W ttd the cafe + -i,- is cry wish on the rat CD gqmmrvate�e.ye .f Irate god of tha fond ar Tare =him seai.F then be ptiran trot rri k- d parb �rl:.ace Fad -- --. rridr«c 1}�rtaf is FFgr d lea fide W-d— -A ancwrSr.Fee.. feat .doe. & Tbr rover d atfe axof-red by this Deed d Trot dd by the D-d of 11at At d the StA. d W the aa�lm i mt m ere n'mdT t;me6r;<7 erY erne Deed d Tract to fee •--.a.a�d b . m.mrpe. 7. to tlr e.ea[ of the dr+Ib. megrcty, di.rkaitY a rrrarhaooa of 7t.ax. °°.7 s aQ : in njr a a,- lr.r . . red mpm the rvm nc d atrb arpoi.emva m the a.x7irfe r rd. d the rmq i. -- N. O td d Tn.d n r.mased is. ta.xemwe [mete nLR bt TvW4d vdb aft poaws d the onpatl to lm The tmdw at ad .6Kaoed to rat * any party arm d mkw urrb active arm otter. Dead at Trmd a e�rratte or p m. v wb b Csoaor 71, . or Breefri.r7 atop he n pa.Lf pa< i. l.rod, ICY tb & This Dyed 4 T..A apoms w, inure to Ile b,m r .A, a.d a lr.uytK pant ody o. the p.r he.e8w bgt oa tb,, h6, dn:eea. *eosin, gdminiaramsrr erecww. rod at -Ow be term Oe AMSY .bag — lb, hold[ red o.nvr d live aetr ecaaed krrebi. ,.hear, u not tapxy 0 BeOK-Y heseirt 7 STATE OF WAS. N COUNTY UY._ O. this by pemady appm-d I I toe to oe *titan a fie the iteBriArd d.ntids tad >m mcWd the tithe aei foned®a �r®R and ad ..LAma fit -_ sk a se ate a 4ee ad .olmdsY mat amA ded, far the as and p. T.- . CIV®i adw sty had and airit trod W. .......49W aL--'-'- - A__ - IiatatY Prdie o tad far the 91she d Wade eaafat• sdi.p ai - -_ .-_._ STATE OF ■ CUUIiIY OF 0.' of t�Y fa90 bd a we the w�da read w Hel.rY raw be and !at for EY.h i d W.,bctc deb comm.-rad w -d pvmmwb - Robert. RobJ. w tsm, ,Vixldsally arttl_a4 �terJl 90 ftLEnm of fffA AL4racia, dr. oowWwtia, ant a-aw t!e %now a watr� a" atlw.I I um cad a.eaaaK to w tfe free not mba I art ad isd at -W mFs• a;mm fa t4 war tad pupas d.saa U.X*.M d. ad m .g& shawl dot rrsvJe aid im-m— t.d rint tk. sai emb.d wthr ae;d fie dq awd Oar -- -- xaaY rest• ..far dw.tfi.Y� REQUEST FOB FULL RBMNVEYANC3E Da mat rani T. k and a dy ohm no r flat pdd T6 ila Tlr ....I UP ieatl outer and WAS I d the &W* OW ai all - • . Irsm tvs.t hY an W Wit Lhrad 1 TwaaL "a .x., tope U. -A rR atker -&AM L rec.ad try M" Deed d Traa. Im fora Mb PIM ad a @be.&.4 P. tat drrat gatM.d 0.4 diteq m p.Yat.s a .1 .Wim 1.". aa- fit 4rad saw Ded.f Thad, a aataf am ...ad..+. ad .a ad- ..faints.1 -AA&Pi .taa -.s.d by .4 Deed.1 U t i.i...d f. ter. laar.Iw..war.as i...Fd Dwd d Tree. ad t. erawy. rye rwrsmy. a 4. pa+tita iiPsei y tL toe d rkl Da.l d'lYra. ltir aM w ham by Y.a d.e.meder. Drsh.t-T_ t� • F t 0 O O 1. PARCEL A: Lots 5 through 11, inclusive, Block 11; Lots 5 through 22. inclusive, Stock 8; Lots 5 through 22. inclusive, block 5; Lots 5 through 22. inclusive, Block 2; TMUKER VITH portions of ' ti' -Street. ' L" Street. "^V Street, "h' Street and portion of the north half of Third Street and of alleys in said Alo_ks 2, 5 and 8, as have reverted to said lots by operation of law; ALL in East Tacoma Central Addition "B", according to the plat thereof recorded in Volume 4 of Plats, page 43. in Y—ng County, hieshingtan; aC-FT any portion thereof conveyed to the State of :ash=' gton o� by deed recorded Jza::zry 28, 1959 under neco-dine H�Aer 4990939. T� PAnC7.Bc O Cn Vacated olotts 3. 4. 9 zad 10. East Tacoma Central Addition "W' , 0 accascino to the plat thareo. recorded in vole 4 Of. Plats. Q, page 43. is King Casty, Washington_ 70CEI'Mat 6i - the vacated alleys in said Blocks 3. 4 and 9; mG_ir-R V17= that pc -=ion of vacated T., L, ` dad t. Streets lying between the zo::h and Fv,!Lh lines of said 'Blocks produced east and west; TOG_"—aR k= the so:otb half of vacated Third Street adjoining the ebova described property; e1d iDC-T-,ER L'Iia vacated Westlake Avenue (South 352nd Street) in said addition;. EXCEn the south 30 feet conveyed to wing Coumty for street purposes; and EXan that portion eoaveyed to the State of V9412gton by deed recorded under Reeording 2ht nber 4993246, for Priiwry State Rigbvay thmba- 1. • J i 29 A: 0 6 AFTER FAMOI WIN NETININ T0. Rltherd J. Olin - ' " = C; ; FOSTER PEPPER R SHEFEIM 01411 1p T" IOM N.E., 15th Floor RBCD F 1B.OD Bellevue, 8800t '- Rig 2.00 .� CASNSL ##20.00 EASEIBIT THIS EASENEINT ('Easewent') Is executed this 23rd day of oc[_ 1990 by HEST CAIlM SQLME, a Washington joint venture ('Grantor') colorised of RONERT J. Klfll'SEN. a married tan dealing in his separate d property as am joint venturer, and ARNAMINEST Copm, INC., a Nashington _ corporation, as the Other Joint venturer. c'r3 p RECITALS O Grantor 1s the owner of a certain parcel or real property located In O] King County, Washington, more particularly described In Exhibit A attached hereto and made a part hereof .('Servient Estate"). and Grantee Is the owner of that certain parcel of real property located In King County, Washington, more particularly described In, Exhibit B attached hereto and made a part hereof ('Oomloatt Estate"); and FGI'Aetee has requested, and Grantor desires to grant to Grantee, a perpetual exclwslre easm at which 1s appurtenant to and rIpmIng With the OamInant Estate for all legal purposes over, antler, across, along and upon ❑ S the Servifnt Estate, upon the terms and condition hereinafter set forth; b In consideration of the sm of TER 00E R5 ($10) and othar gaud and valuable conslderatlen, the receipt and surflclency of which is hereby aclnhowledged, the parties bereft, intending to be legally blsund, hereby agree as follows, 1. Racitatians. The foregoing recitations are trine and tamest and are hereby lam posted herein by this rift rtnca. n M2. Grant of Easaaant. V (a) Grantor hereby grants, conveys and warrants to Grantee, and all subsegatdt owners of the 0owlnant Estate Rncludlng, but not limited to. their respective hairs, personal representatives, tortgagees, successors• assigns, purchasers at any foreclosure sale and tenants, a perpetual exclusive easeaent which Is appurtenant to. and running with the 0pminant Estate ('Easeaent'), over, under, on, along and across the Serrient Estate For any and all legal purposes, maw or hereafter existing, including, but mt limited to, parking, ingress, egrets, lOadlnq, s unloading, utility Installation, roadways and Installation of bvlldings J L� It/Mtn Z60M[ - ■■■ r KNC"rY�i>7{y. 32 x � � " A ` 1 O (: Ia i y. M and other improvements, whether or not such improvements presently serve the improvements currently erected on the Dominant Estate, or such improvements as may hereafter be erected on the Dominant Estate_ It is the intent of Grantor and Grantee that Grantee may use the Servient Estate for any use or purpose or thing which the Servient Estate could be used for if Grantee owned fee title to the Servient Estate, subject to Section 2(b) hereof. (b) The exclusive rights of Grantee to the Servient Estate shall be limited only to the extent other persons, including Grantor, may be entitled to use portions of the Servient Estate consistent with the purposes and uses set forth in the Declaration of Covenants, Conditions and Restrictions with Reservations of Easements for Campus Square between Grantor and Grantee dated at• 23 1990 and recorded under King County Recording NoVJVo ] 3 1►-1►_2`- I 3. jgrraptv_of _Title. Grantor represents and warrants to Grantee that fee title to the Servient Estate is vested in Grantor, subject to no easements, encumbrances, covenants, conditions or restrictions except those set forth on Exhibit C, attached hereto and made a part hereof. 4_ Grantee's Rights. Grantee shall have the right to grant rights in and to the Servient Estate to other parties, including, but not limited to, Grantee's contractors, licensees, invitees, employees, agents, customers, concessionaires and tenants, subject, however, to Section 2.0) hereof. � S. Cooperation of Grantor. Grantor shall confer, coordinate and Np cooperate with Grantee in every reasonable respect in connection with 0 Grantee's exercise of its rights and benefits under this Easement, and cm upon request by Grantee. Grantor shall promptly execute all necessary or desirable documents in connection therewith. 6. Bindlna Effect. The covenants contained in this Easement are not personal, but shall run with the land and shall be binding upon and inure to the benefit of the parties hereto and their respective heirs, personal representatives, transferees or successors in interest. 7. +51111nrtenapt Easenent. The Dominant Estate is adjacent and contiguous to the Servient Estate and this Easement is granted for the benefit of the Dominant Estate and, therefore, is an easement appurtenant thereto. B. Enforcement. In the event of a breach of any of the covenants or agreements set forth in this Easement, the parties shall be entitled to any and all remedies available of taw or in equity. including but not limited to the equitable remedies of specific performance or mandatory or prohibitory injunction Issued by a court of appropriate jurisdiction. The parties hereto agree that in the event it becomes necessary for any party to defend or Institute legal proceedings as a result of the failure of either party to comply with the terms. covenants, agreements and/or conditions of this Easement, it Is understood and agreed that the -2- lm/911M 26WK r - i i i �,l0 32 X I a r prevailing party in such litigation shall be entitled to be reimbursed far all costs incurrsd or expended in connection therewith. Including, but not ilmlted to. reasonable attorney's €ems (including appellate fees) and Court Costs_ 9. n . nt• This Easement Bay hot be modified, amended or terminated wlthpu£ the prior written approval of the then owners of the land who are beneftted or burdened by the provisions of any amendment to this Casement- 30- K,3jver. ib waiver of any of the provisions of this Casement sha11 be effective unless It is In writing, signed by the party against whom it Is asserted and any such written waiver shall only be applicable to the specific instance to which it relates and shall not be deemed to be a contsnuing or future waiver. 11, CaRtIM The captions and paragraph headings contained in this Easement are for convenience and reference oaly and in no way define, describe, extend or llmlt the scope or Intent of this Easement. nor the intent of any pia SIM hereof- 12. Authorlt. Each party executing this Easement represents and warrants that he has authorlty to so exert)te this Easement, and that no further approval of any kind is necessary to bind the parties hereto- 13. Goyprniny, Lav, This Agreement shall be governed by and construed In accordance with the laws of the state of Washington. DATED as of the day and year first above written. GRANTOR: NEST CJiMM SQUARE, a Washington joint venture By: St. &Knutfen. 11ndividually and as joint venturer, as his separate estate By: Armadalliest Campus, Inc.. a Washington corporation, individually and as joirt venturer By s lage u st, F- Fressden _3- 10/06/90 Z5MK O. ,M. co O_ O CM n M GRANTEE: COSTCO WHOLESALE CORPORATION, a Washington corporation By: itR. Osterhaus tcVe President t and parte Secretary STATE OF WASNINGTON ) ss. COUNTY OF ) I certify that I know of have satisfactory evidence that Robert J. rnutser• Is the person who appeared before re, and said peridn acknowledged that said person signed this Instrument. an oath stated that said person was authorized to execute the Instrummt and acknowledged it as the joint venturer of Nest Campus Square, a Washington joint venture, to be the 014.and voluntary act of such joint venture for the uses and pure Mentioned In the instrument. Dated thI s i?r' day of 0�46, , 1990 • c u Notary public in and for the s to of Washington, residing at _ ,j My appointment expires r.�alrto y�01� W STATE OF WASHINGTON ) ss. COUNTY OF ) I certify that I know or have satisfactory evidence that James Lagerquist Is the person who appeared before me, and said person acknowledged that said person signed this Instrument, on oath stated that said person was authorized to execute the instrument and acknowledged it as the President of Armada/lest Campus, Inc., a Washington corporation, as the joint venturer of Rest Campus Square, a Washington joint venture, to be the free and voluntary act of such corporation and such joint venture r. for the uses and purposes mentloard In the In5tr%rent. Dated this j' day of ionP _ 6H r a= •� rr;. *W" Notary PohlIC In and for the` s toe : Jr pf wa5hln7!gn, rlSlding aY SQrde My appointment expires LNwr •�ti �-9 Y+' 10/00/90 26e4PC _4- 1 0 STATE OF NASNINGTON ) ss- COUNTY OF KING ] I certify that I know or have satisfactory evidence that John R. Osterhaus is the person who appeared before me, and said person, acknowledged that said person signed this instruwrnt, on oath stated that said person was avthori:ed to execute the Instrument and acknowledged it as the Vice President and Corporate Secretary of Costco Nholesaie Corporation, a corporation, to be the free and voluntary act of such corporation for the uses and purposes mentioned in the instrumeat. Dated this 10day of 1990. D4 Kota public 1a fGr the 7. F � �[�� of shfngton, residing at d My appointment expires S 1 CV') O_ O CY) -5- 10/06/99 26SK 0 EIxSBIT A-1 LEGAL AIpTION OF SBSV1EST ESTATE THAT PORTION OF THE VACATED PLAT OF EAST TACOMA CENTRAL ADDITION 'B', ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, .PAGE 43, IN KIM COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: CO+M9.NCING AT THE SOMMEST CORNER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN RING COUNTY, WASHINGTON; THENCE NORTE 1•34'00' EAST ALONG THE NEST LINE OF SAID SUBDIVISION 496.66 FEET; THENCE SOUTH 88035'16' EAST 50.00 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH AM THE TRUE POINT OF BEGIHNDX;; THBW.T NORTH 1'34'08' EAST ALONG SKID EAST MARGIN 15.00 FEET; TSSNCE SOUTH 88135'16' EAST 150.00 FEET; THE11CR HORS 1634108' EAST 159.50 FEET; TSBNCE SOUTH 88035116" EAST S11.00 FEET; TMOCr_ SOUTH 0053*35' EAST 174.64 FEET; TEENCE NORTH 88*35116' WEST 198.50 FEET; TMrZ SOUTH 1'28'19' WEST 467.20 FEET TO THE UMTH MARGIN OF SOUTH 352ND STREET; TEE NORTH 68'31'41' WEST ALONG SAID NORTH MARGIN 200.79 FEET; THRUCK NORTH 10341064 EAST 125.54 FEET; THENCE NORTH 88025'52' NEST 270.00 FEET TO THN EAST MARGIN OF 16TH AV2i2 F SOUTH; THENCE MORTE-1'34108' EAST ALONG SAID EAST MARGIN 210.71 FEET; TBZK2 SOUTH 88'25'52' EAST 150.09 FEET; THENCE NORTH 1.34'08' EAST 115.41 FEET; NORTH 80135'16' WEST 150 FOP TO THE SAID EAST MARGIN OF 16TH AVENUE SOUTH; TBINCE NORTH 1034' 08' EAST ALONG SAID EAST MARGIN 15.00 r= TO THE TRUE POINT OP 9=1TWING. THE ABOVE PARCEL CONSISTS OF 26OF469 SQUARE FEET OR 5.98 ACRES d112a101690 0 0 � eaeTe: � � ,- -' ¥|n In • � t - EXUIBIT 5-1 S Eegal Description of Dominant state TUT Portion or Mot ■A"= ?LAS Or IA#T tAtf111A CgWr& L A� MOM '%" V firy p A or tLAti. PAM 4S. I1 xnc =*tblw To = na 'IMS ar Y. YiS1 T .tUCIMO AS i f C01u� Gr i=06 at. TMEMP 11 scon. UM A TAsiWO ATs Lromt. 1tAs#R.OF�. I. van 103A.Dr BA= uam M V=4 TAt� >� a'u'tA- uer sa_aa % , , r sT IlL! or I= =yrpMSION i%.►a rzz+ T8 IiQ =!St WAIM or IST: AR10L i0011: T $am p'ss' 16' LAST A70.40 rK" To i& 71KE refit Cr COOTIV 6 stiwM i!'li'YE' TAF: f37.Gt ME TO M �» " LM Gr rII1 n nm WCMT 1b• It I>L» i017=1 _ Wr LIM as; TMCZ i'n rrfs nlr uAri¢11"l22.SE rill A16ii � 1ptte SAW= or MT AL�C 11iD VEWIt� - t3"wov 1DR14 352� Flux : Ta�C� i6'Sl`AY` 1CST AtGIR iAYA M P ffr or tom; _ No= Aii.I T= !'A TIM rM laI1I Or 1TCT�IIC; rOIST Man itE1CC '1 g ;� _ =R AS= rAIM C05U is !2l.S65 IQOA» rut CR 7.SiS iC1LS. f- . B-1 i•:" . " 0 0 i � r I s a�2s• as• i aoo.oa a+ ' pra as as: aQ.Tz _ V Y $CALE Tv M saa•as•o5•s *szlsi r 2•iZ 12'E fS.li "32.24-E C sla'aao ScLTZ 14S.84 s a T2•t0a'E 112.26 2 At. iT7•a7.24 C+) 1692'35*WW 110261 47A4 Vr35'16'E •7000 CD n►0a OF wOi + s? b ►ARCELa P. M f W L'C . f M M A {� a 21a,ff2 mn n &04 AC. s' - a 131 x Is' If�R'31'+1'tM1 �i7R711 S. 352ND �ST ��lp OI IR OF CQMME MCIM a � ame. iEC:'M!a a1•T2l M, �p�� R 4 g,W.M. 2 r m*7.00 bLTC>L1} 0 EXHIBIT C ASSESSMENT lcvis-d by Federal Wzv µ:rer ar.d £ewer District. 1. Drtginal amount: s13.745."? Ir.ter est: 10Z Jan_•ary :.- 1987 From: N!•mbE, of annuel `n InstFllment=_: V-.-W •Er Of ir.Et=ll&EnLE peld' 4 Kvmt•e: of installments n dcl:nq••ent: NE.:t in=tllmrr.i Frt•r!.ary 22. lnt.t delir.q:•er.t or.: For u_t`r and sew_r Lots 5 thr!. 1=• Sl► lit Ea=t T:.cea= C�OV) AFFECTS: CEntr=1 (HesifrIv wtiDn 6T F-irCall C. a;.r, Northerly portion OF Par: •r-• of Sad1Er Bzrn;rd s!+rv[ti i O 0) Nat:-r an, Sewer Dastrict. ?. ASSE557tEY•' te�ipr b. Fey ral Way %r Dr i•Ian_1 2a0ur.t: 10..352.18 10's Interest ItrIC7 Number of aru.ual �0 ir.stsilmcr.is: N!.rt•ir of lr.yt211mer.ts pi, rd: 4 N,.■ber or installments rielir.q•;ent: 0 me.:t installment February 11, 1971 delir.quer.t on: Water and sewer For: 53 L. I. D. No.: vacated blks 3, 4. 9 and 10, toseth:r AFFECTS: r>.th vacbttd streets and allevs adjaCent (Parcels •A• and •B• of $aGle1• 8.irnafd sorvev) —1 a O DrdET Nc•.: K665563P 3. ASSESSNENT levied by Federal Wav Water and Sever DlStTlCt. Dri9ine1 aao!mt: t10.7U .77 Interest: 10:: Floes: January 229 ln7 Number of annual installaent5; 20 Nuaber of instellaer.ts Paid: 4 Number or installments dE l i r.quer.t: 0 Nest irestalloer.t delinquent or.: February 11, 15•P1 For: Water and Sewer L. I. D. No.: 53 967: ACTS: Lots 5 t:.rc. 22E14 2, Ea=t T=cua= Central f vacated str Eats and allE-.: adjacent rEesterly Portion of Pe .al 'C' and Nor thE•T lv PortiDr. of F_r e E 1 Sadler Ear..ard surve.•- 4. A5F�E;: CNT iE%,i E': =. .iriclal 4E Y.?.tEI 'and _fuel D1Strlct. DT331r.El ea.ouot: $23.057.4? II.tEr E-`I 1•). Nubi•Er c•f annual _ inst Ellibent>: N b,hi T of insta l lmEnt s Pc1C Nur.FEI o* :IstallmEr.ta •.r.st:llmsnt Cr) N.. t ilrr.a�rtnt or.' FEbiueTv 2Z1 1''S1 For: Water and sewer O L. 2. i`. No.: 53 O� AFF=CT=: lot_ 5 thru ZZ. £lF 5 East Tacoma Central d vacated streets and alliv:_ adjacent (Easterly Portion of Parcal 'C' and a Northrrly Portion of Fvcr I 'B' Sadler Barnard Surwev) ) Or du Na. • 1:665562P J• ASSESSMENT levied b': Federal Nav Nate, ar.d Sewer Dlstr ut• Ot i9inal amount; s23.057.4S Intermit: 10% JanEatV 22, 1SE7 rtt•m: Number of annual installments: 20 Number of installments Pala. 4 Number of install+eats dElinquent: 0 Ne.,t installment 22. 1S71 de11n.;VEnt on: Fcbruat r• For: Water and sewer L. I. D• No.: 53 ECT_: Lot_ 5 thru C'2• .IV 2. East T�eome „-, CEntral end Vi.tat[d StTECtS arm allEv= adjacent (Hester IV portion of F3rcal 'C' in0 Nortr•E71V Portion of P:.tLSI 'A' or. Sadler 1.arnsrd survevt NOTICE D' AD�ITIONAL TAP Or CDt%NECTION CF.AFGC, whith haee bEEr- of V c le-.li-•! c331n5t the Premises at d2sclo-Wd bV recorder will ti Umt Rt. ir.�i jr lEe 1e9ctdifr3 the SPeElfit 2m: VnL of LhE th=l ari 1n eho•4d .c mad' tC the cite. , Way F&KCl DS-:'tb?nt: Na et and $rw>t D1=trlCt Water E: of •i-- Avgost 4r 1`.'�r, �ry Fec: "rn= N"•- BsOC<04112� AFFCC"' pet CEii 'A' tro a 'D' 5adlit Cat na d O_�•rve:• O7 , FIN:.'%: T_N STATEMENT - U.S. E.ancorp Leasing a F1nar.cl E1 Srv!. Ed PartV: Costca Wholesale Corporation. Dc�•t ,r. F-et sonalty or. the Preml£ES CE+eT S: July 11r 19B9 Filed: 9907110231 U. C. C. NO.: Parcels At k a c or Sadler Barnard AFFECTS: S"T v!V 3, UNDER -GROUND UTILITY EASEMENT Provisions. LaF.lhaVln SeYlr District- • mvni[1F:1 -:oration Gri'.LeE: car Purpose: Siwor mains WlsterlV Portion of far CEls A. C a D Aff E•Cts: as dtlineated or. Sadler :arnard Survey. Rtcordtd: Augvst 20, 1935 Rrcardtr.g No.: e50E:o000� ti 13 Order No.: W665563P RELINOUISHAENT 0. ALL EASEMENTS e:: isting, ruture or potential- (of a[LEss. light. View and Gtr. Rd all t lihtt of 1n9T CT -se "rtt t 'i'sd regrew= ta- frog and between. the PreRl3es and tho, h27hw3v of highucvs to be cor.structEd or. land conveyed by dted. to. State of Washington Daed; Novembet 12e 175E and 7 c•lo uery 1T. 1759, respectively ReLDT ded: DC-LembEi 121 I75B and Marct. 1T, 1^.5" Recording No.: 4775973 and 5007935, respectively AFFECTS: Easterly and Northerly portions of parcels 3. C d Dr adjacent to right of way kZLIWQU1SH`ExT 07 ALL EASM'NTS a 14ilrey. fYtt1Fe Dr POtrht35:r for LLc4ii. 1lot. ylcw ar.d Si•, ar.6 ill r14ht� of Ingress • ejrEt: and rdsre2f to_ from end betw"n th$ pra►tse5 and the hlg:lwav or l.3 gh.T3-t to bi constrt•tt*d on Izr.d convened by deed. To. State of Washs:.gton 0;tf.d; Oeccmber T. I—W. and Otctrber 2. 1150- respectively Reco* Ju.uely 2E. 175P and Frbruary `'• 175' Recording No.: 4,!90737 and 4775246• respdctivel♦. AFFECT.: EastErlr and Northerly poTt:onS of Parcels R. C a D Sadler Varnar:;--urvev a ijecEnt to right of way E�c.E Y:NT prcv1sions disclosed b': lnstrveent. Put p"t: Slopes. cuts ar.d fills Arrect:;: Portion of the premises adiolning th? street or road Recording No.: 3566431 and 3566432. respectiveIv AFFECTS: Southerly PDTtiQn Of PaTCtls A er.t: Sadler Barnard -survey EASEMENT AND THE TERMS AND CONDITIONS THEREOF. Grantee: Porltt Sound Power 9 Light Company. a Waa:l3ngton corporation Purpose: Electric transmission and/or distribution lines AffEct4: As constructed Or to be tonstrurtee over Parcels A. Ism C d D or Sadler Barnard Survey Recorded: December 27r 1988 RBEOTdlr.g NO.: 8812270577 EASEMENT AND THE TERMS AND CONDITIONS THEREOF. Gr ar.tee: Federal Wtv Water and SEYer . a •uhleipal corporation :-t.rpose: Water facilities Affects: Portion of Ptreels A. e. C and D of Sadler Barnard tu►vov Recorded: May 12. 198? RLcord:r.g No.: 89105120?LE " � s.-� e - DrdEr HE,: 1:665563P 14. EASEMENT AND THE TERMS AND CONDITIDNS THEREOF. Gr ar.teE: Fwdtral R&v N:tc+ ind StW&T. a aunicipal Corporation Purpose: Sewer facilities Affects: Portior.of Parcels A. B. C d D of Sadler E.ornard Survey Recorded: Nov 1_. 19Bl> RVECT din] No.: D4D5120235 1:. AGREEMENT providing a doaestic water suPPly and ianitary fewer systes_ Beta. Federal Rev Utter End SEwtr Dzstrzct And: Rest Caapus Squarer a Joint Venture Oa-ttd: A"-aust 2. ITBC Re•_Ordee: Septeaber :'s. 1783 ' REtWr;Ing NC.: CSOs260SIB S=id rgreeoert wc: esar.0e6 b- Recordin9 Na. 3903100;1:- _ ArFLCTC= Parcels A. P, C i ^r StGln Eatnar CCCrrr� - COVENANTS. CONDITION;- RESTRICTION: AND OTHEP NATTERS imposed bt r r.str urEr.t. ReL dEri: DttfbEl 27. IVES Recordzna Nc-.. MOZY1I05 AFFECTS: Affects Parcels A. B. C d D S:dlat Barnard Survey 17. Building set back lints over a westerly portion of Parcels A. C R D as dzsclo:ed on Survey Job 097-0001 by Sadler Barnard t Atsocsates. Inc. SUIT E 690L $EA'nl4• WA g850S 0 l; AMENDMENT TO EASEMENT This Amendment to Easement (the "Amendment") is made and entered into thie day of September, 1993, by and between West Campus Square, a Washington Joint Venture ("Grantor"), comprised of Robert J. Knutsen, a married man dealing in his separate property, and Armada/West Campus, Inc., a Washington corporation, and Costco Wholesale Corporation, a Washington corporation ("Grantee"). WHEREAS, on October 23, 1990, in connection with the development of a shopping center in Federal Way, Washington known as Campus Square (the "Shopping Center"), Grantor granted to Grantee an easement over certain property owned by Grantor in the Shopping Center, which easement area is described in an Easement (the "Easement") recorded on October 25, 1990 under King County CQ Recording Number 9010231411 and which easement is referred to as 10 the "Costco Special Maintenance Area" in the Declaration of Covenants, Conditions, Easements, Restrictions and Reservations for Campus Square dated October 23, 1990 and recorded under King County Gp Cti! Recording Number 9010231412 (the "REA"); and WHEREAS, Grantor desires to lease a pad (the "GMRI Pad") in 11 the Shopping Center to General Mills Restaurants, Inc. ("GMRI") for O] an Olive Garden Restaurant and in designing the restaurant, it is necessary that the GMR1 Pad be enlarged to overlap a portion of the Costco Special Maintenance Area; and WHEREAS, to facilitate the leasing of the C14RI Pad, Grantor has requested that Grantee agree to release from the easement the property which consists of the overlap of the GMRI Pad over the Costco Special Maintenance Area and Grantee has agreed to such (� request. 00 NOW, THEREFORE, in consideration of the covenants contained herein and for other good and valuable consideration, the parties (tea agree as follows: 1 1. The Easement granted in the Easement dated October 23, 1990, and recorded in the records of King County under King County Recorder Number 9010231411, be and the same hereby is amended by deleting from the Legal Description of the servient estate over which the easement was granted which is attached as Exhibit A-1 to the Easement, the real property described on Exhibit A attached 29 hereto. 2. As a result of such amendment, the size of the Costco Special Maintenance Area is hereby reduced from 260,488.8 square feet to 256,943.8 square feet for purposes of the calculation of the Costco Proportionate Share under the REA. - 1 - 0AUD40=407\OD111+mme+re.gv Mr-170. 199] • 3. Except as specifically amended as provided above, the Easement shall remain in full force and effect. DATED as of the day and year first above written. GRANTOR: WEST CAMPUS SQUARE, a Washington Joint Venture By J Rabe t J, KnUtSen. individually as a joint venturer, as his separate estate By: ARMADA/WEST CAMPUS, INC., a Washington corporation, Ln individually as a joint venturer q Lti2 By N Jame W, N ge q Yst C Its a 'dent GRANTEE: COSTCO WHOLESALE CORPORATION, Was ingto orpora gn B Its f . STATE OF WASHINGTON ) N ) ss. COUNTY OF K,nj___ ) I certify that I know or have satisfactory evidence that Robert J. Knutsen is the person who appeared before me, and said person acknowledged that said person signed this instrument, on oath stated that said person was authorized to execute the instrument and acknowledged it as a joint venturer of West Campus Square, a Washington joint venture, to be the free and voluntary act of such joint venture for the uses and put -poses mentioned in the instrument. - 2 - August ]O, 1993 a WITNESS my hand and official seal hereto affixed on e A. 1993. rjotary Public n and fo;: the State of Washington My appointment expires STATE OF WASHINGTON ] ss. ' COUNTY OF KING ) r that J. W. I certify that I know or have satisfactory evidence Lagerquist signed this instrument, on oath stated that he was authorized to execute the instrument as the President of III Armada/West Campus, Inc., which is a joint venturer of Hest Campus Square, a Washington joint venture, and acknowledged it to be the free and voluntary act and deed of said corporation on behalf of said joint venture, for the uses and purposes mentioned in the h! instrument. 117 'WITN-ESS ray hand and official seal hereto affixed on W 1993. CY Nctary Publ c n and for the State of Washington My appointment expires' !blg��_ STATE OF WASHINGTON j ] ss. COUNTY OF /0I ] I certify that I know or have satisfactory evidence that is the person who appeared before sae, and said person acknowledged that said person signed this instrument, on oath stated that said person was authorized to ex cute th instrument and acknowledged it as the tTAL6?5nai1- of Costco Wholesale Corporation, a Corporation, to be the tree and voluntary act of such corporation for the uses and purposes mentioned in the instrument. - 3 - 0:10D100100103N0111mrucua.Kr Augu. JO, 1993 N in CD 90' LR a WITNESS my hand and official seal hereto affixed on —716n) . 2-3 , 1993. O: W OIOOIOIM.R100111�muw�7r A" 30.1993 Notary Public In and folr the State of Washington � My appointment expires ,_ C4 —a— 0 E%HIBIT A BUSH. ROED B HITCHINGS, INC. ) OVERLAP PARCEL DESCRIPTION THAT PORTION OF THE VACATED PLAT OF EAST TACOMA CENTRAL ADDITION "B", ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE 43, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 1*34108" EAST ALONG THE WEST LINE OF SAID SUBDIVISION 496.66 FEET; THENCE SOUTH 88.35116" EAST 50,00 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH AND THE SOUTHWEST CORNER OF EASEMENT AREA DESCRIBED IN INSTRUMENTS RECORDED UNDER KING COUNTY RECORDING NOS. 9010231411 AND 9010231412; THENCE ALONG THE NORTHERLY AND WESTERLY LINES OF SAID EASEMENT AREA THE FOLLOWING FOUR COURSES: THENCE NORTH 1*34@08" EAST ALONG SAID EAST MARGIN 15.00 FEET; THENCE SOUTH 88.35116" EAST 150.00 FEET; THENCE NORTH 1.34'O8" EAST 21.00 FEET TO THE SOUTH LINE OF PARCEL in "C" OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 93- W 0002, RECORDED IN VOLUME 92 OF SURVEYS, PAGES 157 AND 157A, D RECORDS OF SAID KING COUNTY AND THE TRUE POINT OF BEGINNING; 90 THENCE CONTINUING NORTH 01.34108" EAST 118.71 FEET TO THE NORTH LINE OF SAID PARCEL "C"; C THENCE SOUTH 86.53142" EAST 38.43 FEET ALONG LAST SAID NORTH LINE TO THE EASTERLY LINE OF SAID PARCEL "C"; THENCE ALONG SAID EASTERLY LINE THE FOLLOWING THREE COURSES: THENCE SOUTH O1.24144" WEST 31.31 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 50.00 FEET; THENCE SOUTHERLY 15.93 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18.05115"; THENCE SOUTH 19039149" WEST 74.35 FEET TO SAID SOUTH LINE OF PARCEL "C"; THENCE NORTH 88.35'16" WEST 12.94 FEET ALONG SAID SOUTH LINE TO THE TRUE POINT OF BEGINNING; THE PARCEL DESCRIBED ABOVE CONTAINS 3,545 SQUARE FEET, MORE OR LESS. SITUATE IN THE CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. ARMADA LAGERQUIST CAMPUS SQUARE OLIVE GARDEN WILLIAM A. HICKOX, P.L.S. BRH JOB NO. 90197.14/SUR59B JUNE 15, 1993 P 20632'371 193 13:22 CNO� I Kr-6.�A" FAM `LT-69SKETCH 0 ® EASEMENT RELEASE PARCEL er AREA:3545 SQ.FT. 91.43 Y ; S86_35'16'E �F.- W W S ti6'83'�� rS3..a�� i1 r z N r w > v 3 N < _o �Ul w g. N C = W N FA 3 i l! z SB8'35' so .94 150. 1 �S 1124'44'* 31.31 :16'05.151 Ra50.00 L:19.93 POINT OF BEGINNING m Ik n O z � oyes �PD1NT OF GOMMENCINO b„��„(j� • + , _ S. 352 ND_ ST. W. 7 .` ,�....+� m .,st.«. 1 JOB 40.901914 7..t.OAT _ 0 Recorded at the Request of and after Recording Return to Russell F. Tousley, Esq. 906-10rm 01412 1q Tousley Brain RECD F 46.00 720 Olive Nay, Suite 1700 ffigM 2.O0 Seattle, NA 99101-1661 *++46.OD DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS, RESTRICTIONS AND RESERVATIONS FOR CAMPUS SQUARE Table Of c2ptent Page SECTION 1. DEYI=ONS CV SECTION 2. GENERAL DECLARATION 5 ;k SECTION 3. IMPFDVOMM STAifDAkM 5 NIN SECTION 4. REGULATIOiN OF OPERATIONS AND USES 7 SECTION S. EASEISEIFIS 15 SECTION 6. TAM AND UTILITIES 16 SECTION 7. LIABILITY INSURANCE AND INDibNIFICAl'ION 17 SECTION S. REMEDIES 20 ((� -Il 23 SECTION 9. DUXENT DO➢1IN M SECTION 10, hNElE iO um-s, MODIFICATIONS AND CANC'mATION5 24 SECTION 11. DURATION 0 24 Y . SECTION 12. BIGHTS AND OBLIGATIONS OF LENDERSw ; 2�,' SECTION 13. RELEASE PROM LIABILITY 2i �7 SECTION 14. NO PUBLIC DEDICATION a SECTION 15. CONSTRUCTIVE NOTICE AND ACCEPTANCE 7. � $5 3 SECTION 16. WAIVER 25 V SECTION 17. RUNS WITH LAND 26 Qm wAm-"T (i) y.. O 0 SECTION la. RIGHTS OF BENEFICIARIES SECTION 19. CAPTIONS; OTHER WORDS SECTION 20. APPROVALS SECTION 21. ESTOPPEL CERTIFICATE SECTION 22. EFFECT OF INVALIDATION SECTION 23. NOTICES Exhibita: 26 26 26 27 27 28 Exhibit A Legal Description of Parcels Exbibit B Parcel Plan Exhibit C Site Plan Exhibit D Special Costco Maintenance area Exhibit D-1 Legal Description of Spacial Costco Maintenance area lV z Cn F 0 0 I ! DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS WITH RESERVATIONS OF EASEMENTS FOR CAMPUS SQUARE E i This Declaration of Covenants, Conditions and Restrictions with Reservations (this "Declaration") made this nod day of Pool— , 1590. by LOSTCO HROI,FSAI,E CORPORATION, a washington corporation (`Coerce`), akKl WEST CAMPUS SQUARE, a Washington joint venture CffiWent Campus") comprised of Robert J. Knut:en, a married man dealing in his separate property, and ! Arsada/West Campus, Inc., a Washington corporation. RECITALS Nest Campus is the fee owner of that certain land described in Part 1, Part 2 and Part I of Exhibit A (the "Developer • Parcel"), shown as Parcel A, Parcel C aM Parcel D on the drawing attached hereto as Exhi-bit B (the 'Parcel Plan') and hereinafter referred to as the 'Developer Parcel". Costco is the fee owner of that certain land described in Part 4 of Ekhfbit A (the 'Costco Parcel`) , shown as Parcel 8 on the Parcel Plan and hereinafter referred to as the 'Costco Parcel'. Pursuant to the r seimnt granted by West Campus to Castco dated October z) 1990, and recorded under King County Recording No. 0 (-cost. Easement"), Cost. has a perpetual &xci ^1ve easeseII liver, under, on, zLczmw and along that certain land shown as the Special contra Maintenance Area on the drawing attacled hereto as EA3ibit D. and legally described on Exhibit D-1 attached hereto. The exclusivity rights or Costco pursuant to the Costco F.a.^reaent are limited only to the extent other Persons are entitled to use various portions of the Special Costco Maintenance Area consistent with the purposes and uses set forth in this Declaration. Costco and Developer desire that the Developer Parcel and the Costco Parcel, which are located in the City of Federal Way, King County, Washington, be developed, Improved, owned, operated and occwpiod, in conjunction with each other pursuant to a gelwral plan of improvement for a camaercial shopping t*nter to be known as Campus Square. SECTION 1. D$FINITION5 •Building Area" shall mean those areas sham an the Site Plan to be utilized for Construction of building lmprovaments, Including appurtenant canopies, signs, sidewalks, planters, compactors, truck loading or delivery docks or areas, truck arxwaroota.rwi 1 _ 10/12/90 e W O tunnels, ramps and wells. Each Building area is numbered as shown on the Site Plan. "Center, shall mean the Developer Parcel and the Costeo Parcel, collectively. 'Common area' shall mean all areas and facilities of the Center outside building Improvements within or upon the Parcels and intended for the nonexclusive use of parties, Occupants and Users in common, including, but not limited to, parking areas, service areas, driveways, areas of ingress and cgrcz:;, sidexalk and other pedestrian walkways, Perimeter sidewalks adjacent and contiguous to buildings located on Building areas, areas containing buildings or structures used in connection with the maintenance of the Canon Area, roadways. landscaped areas, areas containing Signs or structures advertising the cowwri name given for the shopping center including the signs and structures constructed thereon, any ecological and environmental areas or facilities and/or employee parking areas, if any, located upon land outside the Center which from time to time may be provided with approval of all Owners. "Common area Costs" shall mean all costs incurred in maintaining the Canon area in accordance with Section 4.4 and all Taxes and utility costs and charges incurred in corusecrion with the t J Common area. eCostco Prnportionate Shares shall mean a fraction the numerator of which is the number of square feet of the Common area of the Special Costco Haintenanee area and the denominator of which is the number of square feet of the Com mmi area of the Developer O Parcel, as of the date the taxes subject of allocations are doe to Q] the aG+ Ssor. 'Declaration' shall mean this Declaration of Covenants, Conditions, Easements, Restrictions and Reservations for Campus Square, as now or hereafter amended or supplemented from time to time. 'Default Interest Rate* shall mean three percent (3t) in exce&s of the prime rate of interest announced as intc% by the Seattle Hain Office of security Pacific Bank Washington, x.a., its successors and assigns, including by operation of law, but if such rate is not permitted by then applicable law, then Default interest Rate shall mean the highest rate then permitted by applicable law. 'Developer" shall mean Nest Campus, for so long as (test Campus holds fee simple title to any of the Developer Parcel, or such other Person as may be designated as Developer in an instrument referring to this Declaration and recorded in the real property records of Ring County, washington; provided, however, no Person shall be entitled to the status of "Developer" under this O O IM1101w MiOT 2 10/12/90 CI �i lr ik3 C" 0 O O C-1 Declaration unless and during such period as it holds fee simple title to a portion of the Developer parcel. •First Class" shall mean a comparative standard of quality judged in accordance with other similar well maintained shopping centers in the Seattle -Federal flay area. "Imptvvesent` or -Improvements" shall include buildings, outbuildings, roads, driveways, parking areas, fences, screening walls and barriers, retaining valls, rockeries, decks, water lines, sewers, electrical and gas distribution facilities, hedges, windbreaks, plankirgs, planted trees amd Oamba, pales, Signst loading areas and all other structures, installations and lar4scaping and irrigation systems of every type and kind, whether on, above or below the land surface. "lsajor Occupant" shall mean any Occupant exclusively appropriating more than fifty thousand f50,000j square teat of floor space constituting a part of Maximum Buildable area in the Center under a lease with a fixed term of not- less than ten flo) years designated as such in an instrument retarded in the Records of icing County, Washington. "Maximum Buildable Areal shall mean the maximum number of square feet of floor space of all floors in any Improvements located on a Buildable Area. including basement spaces, subterranean areas, exclusively appropriated for use by Occupants and balcany and mezzanine space within the exterior facade or exterior line of the exterior walls (including basement walls) used for retail or commercial purposes; provided, hmover, that lsaxiram Buildable area shall riot include the following areas in the interior of any building Improvements: mezzanine areas not used for direct concur sales, such as storage space or employee cafeterias, Iunch rooms or locker Looms, or me[xGanical equipment roosts or work rooms or office spate, The Maximum buildable area of each Building area is more particularly set forth on the Site Plan. "mortgage" shall mean a mortgage, deed of trust, teal estate contract or sale and leaseback used for financing paposes, affecting all or any portion of the Centex. lKortgagee" shall mean a Person who is, with respect to all or any portion of the center, tba holder of any mortgage, the beneficiary of any deed of trust, the holder of the wader's interest in any real estate contract, and/or the fee ownar/lasso= in any sale and leaseback used for financing purposes. 'Occupant" shall mean a lessee or licenses of an Owner, or any other person other than an Owner, in lawful possession of Improvements located on the Center, or any portion thereof, with the permission of an Owner. @M%0M0 ou.ar 3 10/12/90 hLI O 1%03 J n 0 *owner' shall mean and refer to Developer. Costco and any Person which is or shall becoma the record caner of fee title to { any Parcel or 8isilding Area (except any entity or person ►rho hold ouch interest as security for the payment of an obligation), the purchases under a real estate contract in actual possession of a Parcel or Building Area, and the ground lessee of any parcel or Building Area. 'Parcel• or 'Parcels" shall mean the Developer Parcel and/or the CO&tcO Parcel as the context way require- -perimeter Sidewalks' shall Mean the areas between li building faces and the back of the curb line. "Person" shall wean and include any natural person, and any partnership, firm, association, corporation, tzut, or any other form of business entity. 'Sign" shall. mean any structure, device or contrivance, electric ox non -electric, upon or vithin which any poster, gill, bulletin, printing. lettering. painting, business name, information or advertising device of any kind vhatsaerrar is uaad, placed, posted, tacked, nailed, pasted, Fainted or otherwise fastened or affixed. C J •Site plan, shall mean the plan for the Center attached ;t hereto as Exhibit C. +Special Comapon Area Casts' &ball AMD all Taxes allocable to the land and Improvvaentss comprising the Common area O of the Developer Parcel. `Special costco Maihtena)ce Areas shall mean the portion of the Common hrea of the Developer Parcel identified as such on Exhibit D, described on Exhibit D-1 and Containing apprmximately 5.98 acres. "Taxes' .;hall wean all real pro ty saxes and assesaments and all other impositions okind or nature which f any may now or, hereafter be levied against a parcel or th thereon by gaverlmantsl agencjurisdiction- Improvements ies having ,V"ra' shall mean all Persons having a right to use Common Area, including occupants, nsplwYess and w+rvica people, licen:aes, invitass, customerv, ownars, contractors, agents, lessees, subleseams, tenants and concessionaires. 'Utilities' &hall mean all cowon water, sanitary and storm saver lines, drains and related facilities, water gains, ester sprinkler mystemw lines, conduits or systews, twl*Pbcne lines, electrical utilities or systems, gas mains and °thar sM%Paaeon_sff 4 20/22/90 N 32 X I 0 [") CV CD O M utilities and services, together with all e7[tensie* ro 0ernen newreplacements, modifications. additions, construction, n, whether heel eabout h Cen y# line or facility or hereafter exista, SECTION 2. OaMBLUMMABLUOM naveloper and Costcd hereby declare that the entire Center is, and shall be, conveyed, hypothecated. encumbered, leased, occupied, built upon or otherwise used, improved or transferred in whole or in part, subject to this Declaration. All of the covenants, conditions and restrictions set forth herein are declared and agreed to be in furtherance of a general plan for the subdivision, improvement and sale of said reaproperty d are established for the purpose of enhancing and protecting desirability and attractiveness of the center and every part t>yercpi_ Except as otherwise specifically provided herein, all of said =venants, conditions and restrictions shall be binding upon Developer, costco, and all owners, Occupants, and their respective assigns and successors in interest. SECTION 3. 3.1 AgM. Ali Signs sbsll be subject to all applicable laws and ordinances of governmental agencies baving juris"ction. No Sign shall be located on the COMMon Area except for traffic control Signs, and except that (i) Developer way install, at its Cost, free-standing Signs on Coon Area 1(ruated an the Portion nce Area, the Developer Parcel outside the special costco the design and content of such signs to be determined by Da"laper and (ii) Costcd say install. at its Cost, freast ruling Signs as Common Area located an the Costco Parcel and the Special Ccstco Maintenance Area, the design and Content of Muth 619as to be determined by Ccstco7 provided, hoverer, that Costcd sball not install Signs in the portion of the Special castco Main anaal Area north of a line that is the westerly extension of the north line of the costco Parcel- No s`iowSign& mayhe SiW located so as to obstruct the ingress and egress 3.2 fig. No fences or walls shall bs permitted on any Parcel unless such fence or wall is neceBsary for security or screening purposes. 3.3 vP No building Improvement shall be constructed except on and within a Building Area. So building developed or constructed on any Building Area shall contain more than the Maximus Euildable Ares Specified for Bch Building Area on vmlopar not the Site Plan; provided, however, that (i) construct the entire Maximus Buildable Areu allowed on any Building Area, it may increase the MaxSmua Buildable Area on other Building Areas. except Ruildirg Area 6, in a like amount; and (ii) Developer M36WOVA m1L.UT 5 10/12/90 1 32XIO 0 may increase the Maximus Buildable Area on a Building Area aver that specified on the site Flan, except on Building Area 5, whereupon Developer shall decrease the Maximum Buildable area on tco sshoall Building the exclusives right to construct and operate e at hhave any .. improvements on Building area 9. Developer, and any successor Of lding Area 9. all confer, coordinate rndc acids title to with Coatcaiin every reasonabbllee respect in - connectate and cooperate Coatco to obtain all govmr�ental connection with ►nth any efforts by or desirable for Coatco to approvals and permits ttecessarY o facility on fi coswtruct and operate a Lire. battery and access rY f Its Building Area 9. "Pon request by t=, Developer and any o successors in interest to Building Area 9 shall promptly execute All neceesarY or desirable document in connection with such approvals and permits. 3.4 v err i.w l�teas. 'Parking areas shown on the site Flan 1 shall be paved, and shall be striped so as to designate parking stalls and nme taitir 4uixeaentckspecified inorm otileedizensiMs and applicabbllee laws other governmental and ordiwall^..e.= of governmental agencies haarl4 for the Center � Developer and Castca shall maintain ° {Parking tthe ratio repaired by of not less than the greater applicable codes ar (if) four-andbna—half [< i11Y aut°sObioi parking spaces for each One thousand (1,000) Square feet f 1 constructed floor area (reasured in the sane ray as floor space in determining K=iaum Buildable Area) on the Center. For Purposes of establishing cwPliance therewith, (a) parking spate in Building C� Area 8 or Building Area 9 will not be- counted, and M parking CtJ requirements incident to buildout of the remainder of tallluro Center Q for shall be determined as if the FAXimum Buildable AreaCD ed If. Building area 8 and Building Area 9 rot constructed- �1. M incident to suction of buildinglivable codes or time foregoing Developer mould be permitted by provisions of this Section 3.4 to install fever oparking r lesss than would, "ether with building and related imp rless than all of the particular Building area, Lsevaloper concurrently with the installation of the parking Impro+vaments w requited, cause the remainder of the particular M"'ding Area to be paved and mtriped, the intent being that all areas outside building Improvements and their associated Perimeter sidewalks from time to time shall be converted to parking. 3.5 St9ZASt- Outside atorag■ of mntmrials, supplies, eguipment, and/or trucks or other motor vehicles, ill be permitted (except as reasonably required incident to eoastru t in writing by Developer e reconstruction Castco,Of .vhi h anpprovalOnly way withheld in writing by either Of their Pull and complete discretion. O O CM%O asan.XFT 10/12/90 'j,� ,:: -25XI 32x ❑ r n 3.6 Refuse Colt �. All Outdoor refuse collection areas shall be viuually screened so as not to be visible from neighboring property or streets. No refuse collection area mha11 be permitted between a street and the front of a building. f 3.7 Repair of Sai3ding_ No Improvement upon any Parcel shall be permitted to fall into disrepair, and each laprovewLrct shall at all times be kept in good condition and repair and adMu tely painted Or othQrvise finished. 3.8 Mili&Y No &ewer, drainage or utility lines or wires or other devices for the communication or transmissicn of electric cOrrent, power or signals, including telephone, television, microwave or radio signals, steal. be constructed, placed or aaintained anywhere in or upon any portion of the Center other than within buildings or structures unleas the came shall be contained in conduits or cables constructed, placed or maintained underground Or concealed in or under buildingr or other structures. Antennae for the transmission or reception of telephone, television, microwave or radio signals, aball be appropriately screened w as to have minimum visual impact an surrounding streets, public upaees and Common Area. Nothing cantalMd herein shall be deemed to prevestt an owner from allowing the erection or use of temporary above ground power or telephone C J facilities incidental to the cx7nstr'.>=tion or repair of buildings on the Center. 3.9 Ngs3aaol 8guinment, All mechanical equipment, N Outility meters, storage tanks, a-r conditioning equipment and similar items shall be screen d with landscaping or attractive �architectural features integrat-W into the structure itsalf. 3.10 MinQU3 Exoloratiem, No portion of the center aball be Used in any manner to explore for or to remove any steam, peat, gas, oil or other hydrocarbons, gravel, earth, or any earth sabstarmma or other minerals of any kind, provided, however, that this shall not prevent the excavation of earth in coArfeCtign with the grading or construction of Improvements within the Center. SECTION 4. { • 1 kern i tted lft The Center and the Imprnvemen s constructed thereon shall be used for commercial purposes only, which shall be limited to the devolopisent, construction, leasing, operation and maintenanc.a of retail, wholesale, including a coctco wholesale store. commercial. Service and office establishment and facilities which are commonly permitted in shopping canters and Uses incidental to any of much uses, such as a daycare center for children of Y np o`ritmI loys or eus`.wiiers. Mo part of the Center shall be'used for M any assembling, manufacturing, distilling, refining, smelting, MU%Wsnmc.trr 10/12/90 I x�r agricultural or wining use; (ii) for any mobile hone park, trailer court, labor carp, junk yard or stork yard ("cept this provision &hall not prohibit the temporary use of clonstruction maintenance); during periods of construction, recnnstructiou Or mainT ); reduction or (iii) for any dumping, disposition, compactors locatedcinerationron the tear of garbage use (exclusive of garbage comps ssale {unless any building); [iv] for any fire sale, bankruptcy pursuant to court order) or auction house use; (v} for any central laundry or dry cleaning plant use, provided, however, that this prvLibition &hail not.be. applicable to on -site service oriented to pick up and delivery by the ultimate CoDs;naer, including nominal supporting facilities; [vi] for any entertaisnent or recreational facilities including but not limited to, bowling alleys, skating '! rinks, theaters, bars or taverns (provided that nothing herein is intended to prohibit the sale OF alcoholic beverages in a e. or game roams, billiard rooms, massage restaurant), penny arcad Parlors. adult book stores, or adult theater, Or health spas' studios or gyms; [vi` for any veterinary hospital or animal raising use (except pE:t shops shall be allo(m)f f any r%�Y mortuary use; (Ix) for any flea market use; (xj for any par ride use; (xi) for any dance hall, billiard or pool hall, M"ags parlor, game or bingo parlor, or teen night club; or (xii) any training or educational facility including, but not limited to, a be school, barber college, place of inatruction, or any other f_J operation, catering primarily to students or trainees rather than i) shall to retail customers, but nothing in this clause f[arl+r primarily M prohibit training Or education as an incidental part CV retail service busin ss- u CD i.2 H xsa Kn nuisance shall be po tted to exist pg or operate upon any Parcel so as to be offensive or detrimental to any adjacent parcel or site or neighboring property or to its owner or Occupants. A "nuisance" shall include, but not be limited to, any of the following: (a) Emission of smoke, dust, dirt, or Other particulates into the atmosphere. i [b] Discharge on or about the Center or any storm j sever, sanitary sever or waterway leading from the Centex 'f any hazardous or toxic saterlal. Haxardou.a and toxic materials shall mean an_, include any material which is defined as hazardous or toxic in applicable state, local or federal laws Or regulations relating to health and the environsent, including Without l,=,tation, pet�Co-rheaicala, detergents, solid xastes, Paint residues and pesticides. it shall nut he s nuisance, b ve o! use or dispose of materials used in the ordine," operating and maintaSn s "Impr°v@Aert � located dappllthe anneal, provided such diepaea O state, or federal statutes and regulations and manufactursr's instructions_ mwti�os�amr..F, 10/12/90 0 The escape or discharge of any fkMOes. odors, gases, vapors, steam, acids or other substance intoNYhar occupants or welfare of any vnirh, in the opinion of Developer or Costco or any � harmful to mat, he detrimental to the e bt—ne Crnter,tor whirr may Person on or adjacent ` property or vegetation. idl The radiation or discharge at intense light, glare or heat, or atonic, electroragneric, microwaVe, ultrasonic, laser or other radiation. Any operation producing lanly within an heat or such other radiation hall Only marlTy that the anclosad or screened area newt will not be discernible from any glare. neat or radiation omitted the operation is point exterior to the Center or Parcel upon which conducted. del Noise which unreasonably disturb the peace of takin4 into consideration the nature of the use the Center area, 3 - and any noise which Violates any i omitted in tine Center, 1 applicable law. or (f) Excessive emissions of smoke, steam. ot Which esccod Ringle ann No_ 1 particulate utter_ Visible emissions of smoke or steam will n De omitted (outside any building] ter sa,reau o£ 1lines, or as t ] be the fittedRinglaann Chart Of the United dished by the Paget Sound determined by opacity lisitatioas stab motion 903 of hie Pollution Control authority (P.S.A.P.C.A-), lied to the Regulation I. This require>�nt shall also he �-t. JspraYs and LV dis-Pal of trash � w�� m-terials. Bind -horns [ mists are not permitted. be ❑7 i41 2,dldinga and other stractures shall ed Constructed, and machinery and eyuypment installed, and and insulated on inherently each parcel co that the ground vybration instrument at any recurrently grated is not perceptible vithwt ins point exterior to any Parcel- . m only as maintained 4.3 as otherwise required or by Cortco or Developer on C000n Area thin Declaration, each Owner slizll ap, t all times kee permitted by its Parcel and the improvements thereon in a or cause to be kept, condition and comply, at its oar+ sxpenae. 1 safe, clean and wholesaae livable gc;vernsental. health, tiro ax`d in all respects vith app r jremerts and directives, and safety ordinances, regulations. is remove at its own expense &ball at regular and frequent snterva lets upon any rubbish of any character whatsoever that may acu such Parcel. Coatco &hall maintain at its 4 4 e cost the 4.4 Area in, an and about the Ccstca Parcel AM m Spmcial Ca&tCa lusa in, area in First Class condition. O O 9 OA��mox.an 10/12/90 _25x 0 212X10 Davalapar shall maintain at its cost the remaining Common Area in, on and about the Developer Parcel in First Class condition. Such maintenance shall include, without limitation: (a) Maintenance of all parking areas, driveways, curbs and walkways in a clean and safe condition, including the paving and repairing or resurfacing of such areas whan necessary with the type of material originally installed thereon or such substitute therefor as shall, in all respects, be equal or superior in quality, appearance and durability; the removal of debris and waste material and the washing and sweeping of paved areas as required; painting and repainting of striping markers and directional signs as required and reasonable removal of snow and ice. (b) operating, cleaning, maintaining, relaacing and replacing of any external lighting fixtures (except such fixtures as may be the property of any public utility or goverraaat body), as reasonably required, including all lighting necessary or appropriate for Common area security and exterior lights attached to buildings located an Building areas which are intended to illuminate the Common Area. - (c) Maintenance of all landscaping including the C. 1 trimming, watering and fertilization of all grass, ground cover, shrubs or trees, removal of dead or waste materials, replacement of any dead or diseased grass, ground cover, shrubs or tr8 m. O (d) Installation, maintenance, repair and operation of the irrigation systems on all landscaped areas. � (e) Maintenance of perimeter walls, rockeries and fences. (f) Maintenance and repair of common storm drains, severs, and other utility lines. (9) The removal, or causing its Occupants to remove, shopping carts from the Common Area on a regular basis. 4.5 1aintenance Qf Building Urea Zwrovamsnts. In the event that any Building area in the Developer Parcel is sold or ground leased to a Person other than Developer, Develo per dull be released from its repair and maintenance obligations with respect to Common area and Improvements on such Building Area, and the Owner thereof shall, with regard to such Building Area, aeaume and perform all of the work specified in Section 4.4. 4.6 Snecialhaaessment for _('oimopArea Costa. Developer shall pay directly all Common area costs attributable to the Developer Parcel outside the Special Costco Maintenance Area and 0M%01Ww01LAFi 10 10/12/90 all special common Area Costs. Costco shall pay directly all Common Area Costs attributable to the Costco Parcel. Coated shall also pay all Common Area Costs (except Taxes) attributable to the Special Costco maintenance Area. Notwithstanding any of the foregoing, Costco shall also pay Developer within thirty (30) days Of request accompanied by appropriate supporting data, Costeo's Proportionate share of any Special Common Area Costs. Costco and Developer will use their best efforts to assure that Costco is timely billed for amounts reimbursable to Developer pursuant to this section 4.6 on account of Special Common Area Costs so as to s asure that Developer will receive Costco'c Proportionate Share of Special Common Area costs prior to the date Developer is required timely to pay semi-annual installments of Taxes and of the current portion of assessnents payable in installments; provided, however, that Developer shall riot request reimbursement from CostCo prior to sixty (60) days before the date Developer is required to pay any installment of Special Common Area Costs without payment of interest or any penalty. 4.7 Mfgilit in Payment to DeyelQ,Per. Any amount due Developer pursuant to Section 4.6 shall bear interest from the due date at the Default Interest Rate per annum until paid, together CJ with any penalty incurred to taxing authorities as a result of nontiaely payment to Developer of taxes or assessmo-nts due to Costco's default. In the event Costco fails or refuses at any tine Nto pay an amount due Developer under Section 4.6. Developer may C=:) utilize any of its remedies described in Section 8. �4.8 Use of Cowwon Area. 4.8.1 Subject to existing easements of record, the Common Area shall be used for roadways, walkways, ingress, egress, parking of motor vehicles, loading and unloading of commercial and other vehicles, for driveway purposes, and for the comfort and Convenience of Users. No owner shall use any portion of the Common Area (except Perimeter Sidewalks) for the sale of merchandise, for promotional or public interest events, of %or any purpose other than that set forte in this Section 4.8.1, except with the prior written approval of Developer and Costco and any Major Occupant, which may be xrlthheld in the discretion of any of them. 4.8.2 No Improvements, walls, fences (other than security or screen fencing as permitted by Section 3.2), or barriers of any kind shall be constructed or maintained in or on the Common Area, or any portion thereof, whim shall prevent or impair the use of any of the easements granted herein or the free access and movement, including, without limitation, of pedestrian and vehicular traffic between the Parcels; provided, however, reasonable traffic controls as way be necessary to guide and control the orderly flow of traffic may be installed mo long as O access driveways to the parking areas in the Common Area is not oIUVORA L.WT 11 10/12/90 io - - 25A] 32.X111 O O U closed or blocked. The provisions of this section 4.8.2 shall not apply Vith respect to (i) chafes to the Building Areas end Common Area permitted by this Agreement, or (ii) incidental encroachments upon the Common Area which may occur as a result of the use of ladders, scaffolding, storefront barricades and similar facilities resulting in temporary obstruction of portions of the Coawwn Aren, all of which are permitted hereunder so long as their use is kept within the reasonable requirements of construction work being expeditiously pursued. 4_8.3 Customers and invitees shall not be permitted to park on the Common Area except while shopping or transacting business at the Center. No employees of Occupants of the Center shall be permitted to park on the Common Area, except in areas designated an employee parking areas by Developer, Costco and the Major occupants from time to tire. In pursuance thereof, Developer shall use reasonable efforts to maximize the installation of parking areas on the areas lying north, northeast and east of buildings constructed in Building Area 1. with the intent being that such areas shall be designated employee parking areas for owners and occupants. Hotwithst� the foragaing, Costco may ,,4iy designate as parking area for its employees any portion of the Costco Parcel and/or the Special Costco Maintenance Area excep (i) the east 350 feet of the north 3EO9.62 eet oi[�f]�i� C 1 costco Maintenance Area or (ii) the area west of a line connecting the southeast corner of any building Improvements in Boilding Area 5 to the northeast corner of any building Improvements in mnrwe (C�y Building Area 6. O 4.8.4 All of the uses permitted within the Common p Area shall be conducted with reason and judgment so as not to M interfere with the primary purpose of the Common Area which is to provide for access and parking for the customers, invitees and employees of those businesses condocuO in the ranter and for the servicing and supplying of such businesses. Persons using the Common Area in accordance with this Agreement shall not be charged any fee for such use. ! 4.8.5 Notwithstanding anything set forth in this section 4.8. (i) costco may, provided it does not in so doing block 3 automobile and truck access around Building Area 7 and Building Area B, install a fenced uncovered area not in excess of 2,500 square feet on any portion of Parcel 7, Parcel 8 and/or Parcel 9 or the Common Area contiguous to the south and/or to the east of Parcel 7, Parcel 8 or Parcel 9 for use as an employee daycare center; (ii) Costco may install a fenced uncovered nursery containing not in excess of 9,000 square feet in Building area 8; and (iii) costca may install a tire, battery and accaaaorles sale area containing not in excess of 2,306 square feet in Building Area 9. 0MUDOWL.MT 12 . 10/12/90 25xI❑ 1. e 32X1❑ 0 0 4.6.6 Rotwithstanding mythiM set forth In Section 4.8.1. is the contrary, the written approval of Developer, Costco uW %my Me jo-: %cc pant far a request by G.I. Joe's, Ins., an cregon -orperatiox, t`G.1. ape's') to sell merchandise in the Common Urea shall not be unreatwnably withheld or delayed, so long as all of the following conditions are ccaplied with; (a) The location of tb,, sale shall be solely within the area shown an the drawing a:taG%ad hereto as ihchibit E ("Sale Area'). In no event will the Sale Area Comprise more than twenty parking stalls, which shall b: the ten cost easterly stalls on each side of the first full parking Idne located immediately north of the north= boundary of the Special Costco Maintenance Area. (h) She sale is conducted in a clean &M orderly fashion and otherwise in a saline: consistent with the operation of a First Class shopping center_ (c) The sale is conducted so as not to onreasonably interfere with the use and enjoyment of the Common Area outside the Sale Area by the Developer, Costco, any major occupant or any user. (d) The sale is conducted in the months of June, C J July, August or SeptOber. (a) No more than two (2) sales are held in any M calendar year. (V C) (f) The maximum duration of any sale is seven (7) O consecutive days. 07 (q) Any signs for the sale shall only be placad within the Sale Area, and eball be erected at a height of twelve 1 feet (121) or less. G.I. Joe'a failure to conduct a sale in the awm r raga-irad by { Subsections (b) or {C) shall be grounds for CaotCa, Dwwalapar ar Any Major tracer to refuse to consent to any rubsequant requests for Paz -mission to sell marchandiss in the Sala Area. The provisions sat forth ib this Section 4.8_6 shall remain in effect only so long as C.I. .7oe'a is a Kajor occupant of Lnilding Area 1, and the provision& of this Section 4.B.5 *hall not be applicable to any mucceaa.ors or assigns of G.J. Joe's unless such sucsssso�rs or assigns continua me to operate the saw leased premises within { Building I under the name of G.I. Joe's. 4srtus V-Art-,. 4.9.1 Attar completion of the Common Arms lighting O O an its to keep its Parcel fullyrilluminated each day commencing thirtowner haraby covenants am agreas y (30) *1.W m.rnx.enT 13 10/12/90 - .. sr. ._ _ ❑. 324 a minutes before darkness until at least sixty (60) minutes after costco has closed for buSiMSS, unless otherwise restricted by applicable tar, in which rase the standard prescribed by such law shall be adhered to while in effect, and (b) to keep any exterior building security lights on from dusk until dawn. 4.9.2 it is recognized that business establishments within the Center may be open for business at different hours, and that the owner or principal occupant of one Parcel upon which a business establishment is open later may visb to have the Common Area lights on another Parcel continue to barn beyond the required period. Accordingly, the owner or principal occupants of such Parcel ('Requesting owner") shall have the right, at any time to require the owner or principal occupant of the other Parcel ('Requested Owner') to keep its Common Area lights on until a later hour as stipulated by the Requesting owner; provided that the Requesting owner notifies the Requested Owner of such request not less than fifteen (IS) days in advance. The Requesting owner agrees to pay one hundred ten percent (110t) of the cost to the Requested owner of electrical power to provide such extra -hours illumination_ The parties shall attempt to agree_ to the coat of auch electrical power arsd if they cannot do so, then the amount the Requesting Owner is obligated to pay shall be determined from the power costs as estimated by the electrical utility company C i furnishing such power, or if the utility fails to do no, by a :Z: reputable engineer. Upon the failure of a Requesting owner to pay the amount required hereby. the Requested owner -hall have the M riot to discontinue such additional lighting and to exercise other ramWets herein provided. Any such request for additional lighting may be withdrawn or terminated at arty time by written notira from M the Requesting Owner, and a new request or requests for changed M hours may be made frog time to time. 4.9.3 As an alternative to the process of lighting anther's Parcel as met forth in Section 4.9.2, an Owner ('Conatructing Party") Say install, with the consent of the other Owner ("Consenting Party'). a secondary wiring system, from the Constructing Party's Parcel to the light standards an the Consenting Party'- Parcel, which would permit a portion or all of the lighting on the Consenting Party's Parcel to be operated contemporaneously with the lighting on the Constructing Party's Parcel. All coats and expenses associated with the installation, maintenance, replacement, and operation of such secondary wiring, including the cost of energy to light any portion of the Consenting Party's Parcel, shall be assumed and promptly paid by the Constructing Party_ The Constructing Party shall submit to the Consenting Party appropriate plans and specifications for the Installation of such secondary wiring systems_ The cormenting Party shall have thirty (30) days to approve or disapprove of such submission, such approval not to be unreasonably withheld. if the O Consenting Party does not disapprove of the submission within the MXIMNM u.M 14 10/12f90 30-day period, approval shall be deemed given; if disapproval is given, the Constructing Party shall revise the euboission to accommodate the reasonable objections of the Consenting Party and then may resubmit such plans and specifications to the consenting Party for its approval. 4.10 Heights_ The heights of buildings in Building Areas, 2, 3, 4, 5 and 6 sball not exceed 36 feet.. 4.11 Reeil�39�- �I1 j iti�. Notwithstanding any provision of this Declaration to the contrary, Developer shall be solely liable for all costs, reaponsibilities and obligations in connectioh with the installation, maintenance, repair, replace3wrt, and operation of the retention and detention facilities located witbin the Canter, including but not limited to, spy costs, expenses., responsibilities or obligations which arise out of the Declaration of Covenant executed by Robert S. Knutsen as sole general partner of E.D.B. L Msaciates, and recorded under Ping County Recording No. SaiO271105; provided, however, that Costco shall reixhurse Developer for forty-four percent (44=) of such costs and expenses in=rred by Developer in connection with said retention and detention facilities. C, 1 SECTION S. E&1 5.1 Inareses. 29xes9_ and AMMI . Developer and Castro M hereby grant, declare and reserve for the benefit of thmmselves mad their respective successors and assigns, including owner and Occupants and 'Users, the rgnexc]nsive right of ingrras and egress veal by vehicular and pedestrian traffic and the right of vehicular parking upon, over and across all Of the Common Area within the Center. The easements created by this Section 5.2 shall survive termination of this Declaration and shall be perpetual. 5.2 Utilities. Developer and costco hereby grant declare and reserve for the benefit of ` _ ?ves and their respective suc.easwrs and assigns, including Owners and Occupants, the nonexclusive p =.Tents v-rrier, thrower and across the Capon area of thn center for installation, saintenence, repair, replacement and relocation of Utilities, all of which shall be located below the surface of the Center. In the event it is reasonably necessary for any Amer to cause the installation of utilities acmes the Common Area subsequent to the initial paving and i3proving thereof, the Developer and Costco agrca not to unreasonably withhold the granting of an additional easement or easements; provided, however, that the granting of such easement or easements does not unreasonably interfere with the normal operation , of any business in the Center, and provided f truer that the party O O desiring such installation and/or easement shall pay of the restoration of the Colson area to its prier condition. Earementm M WINAML.uT 15 10/12/90 a� H 1-1 created by or pursuant to this section 5.2 shall eurvive termination or this Declaration and shall last so long an the particular Utility aysteas, structures, aairm, mowers, conduits, or lines shall be used and maintained following their initial construction or following a reconstruction where such Utility is substantially restored to its prior condition following a casualty or condemnation. 5.3 Building Developer and Costco hereby grant, declare and reserve for the benefit of each owner or Occupant and their respective Building areas, an easement for any portion of any improvements which may cncroaaU into or over an adjoining Building Area or Cannon Area; provided the easement for footings, piers, piles, grade beams and building encroachments does not emceed two (2) feet into the Common Area and easement for canopies, eaves, planters, and roof overhangs does not exceed four (4) feet into the Common Area. The easements created by this Section 5.3 shall survive termination of this Declaration and shall last so long as the encroaching building is etanding following its initial construction, or following a reconstzuction where such building is substantially restored to its prior condition following a casualty or condemnation. 6.1 4i+tx.1t_4k119ati0n t4 Pay. 6.1.2 T3i(log. Each owner shall pay, or cause to be paid, directly to the appropriate taxing authorities when dine, all Taxes which may now or hereafter be levied against its Parcel or the improvements thereon, provided that Costoo shall be responsible for Costco's Proportionate Share of Taxes on the land and Improvements on the Common Area of the Developer Parcel all as provided in Section 4.6. 6.1.2 Utilities. Developer and Costco agree that Common Area utility systems installed prior to execution and recording of this Declaration have not been installed and separately metered so as to allocate automatically all such utility costs attributable to the Common area of the Costco Parcel and the Special Costco maintenance Area directly to Cost= and to allocate autometically such utility charges attributable to the Common Area of the Developer Parcel outside the special costco Xaintanance area directly to Developer. The parties shall attempt to agree to the allocation of such utility charges and if they cannot do so, then the amount each Ownar is obligated to pay shall be determined from the cost estimated by the particular utility coapany, or it the utility fails to do ao, by a mutually acceptable reputable engineer. In order to remove the netasrity for such allocations, Coatoo may, if it wishes, and at its sole cost, after reasonable notice to Developer and Developer's approval of plans and 8MVINAWt.RT 16 10/22/90 O specifications therefor, cause existing utility systems to be modified (for example, by installing appropriate deduct meters) ma that as a result of such changes, utility charges incident to the Costco Parcel and the special costco Maintenance Area shall be billed directly to coatco by the appropriate utility and utility charges on the remainder of the Center can be billed directly to Developer- Upon completion of any such modifications, each Owner shall pay, or cause to be paid, directly to the appropriate utility when due, all utility charges of any kind or nature attributable to its Parcel or the Taprovements thereon, provided that Costco shall be responsible for all utility charges attributable to the special Costco Kaintrnance Area. 7.1 Liability Insurance Generally. Costco shall obtain public liability insurance in accordance with this Section 7.1 with regard to all of the Common Area an the Costco Parcel and the Special Costco Maintenance area; Developer shall obtain public liability insurance in accordance with this Section 7.2 with regard to Common Area on the Developer Parcel outside the Special Costoo Maintenance area. 1be public liability insurance required by this (1 Section 7.1 shall insure against risks of bodily injury (including dean) property damage, and co equential damages arising from any _ of the foregoing to a limit of not less than Five Killion Dollars (+7 ($5,000,000), for each occurrence in a fora of comprehensive e O general liability policy with at least the following endormements: (i) deleting any employee "elusion on personal injury coverage; p (ii) including employes as additional insureds; (III) providing 07 for blanket contractual coverage, broad fora property damage coverage, and product liability and completed operations coverage, owner's protective and personal injury coverage; (iv) deleting arty liquor liability exclusions; and (v) providing for coverage of employer's automobile nonownership liability. Developer and Costco shall furnish each other with certificates of the insurance required hereby naming each other and each otber owner or Major Occupant as additional insureds. Stich insurance shall contain a severability of interest endorsement, be primary, and not require contribution from any insurer under any public liability insurance carried by any other Owner or Occupant. Such insurance shall also include a waiver of subrogation in favor of each Person named as an additional insured. Such insurance shall not be cancelable except upon thirty (30) days prior written notice to each insured or additional insured thereunder. 7.2 LiabilityInvyra0.ce _gn Parceia. Each Owner and each xajor Dccupant shall maintain liability insurance with regard to I such Owner's or Ma jar accupant'R parcel or Building Area having all 0 the attributes described in Section 7.1. Such insvrance shall name RMuMU o LA" 17 10/22/90 324 M each other Owner or Major occupant on the Center as an additional insured. Each other owner of any portion of the Center shall be provided with a copy of the policy or a certificate of insurance on each policy required by this Section 7. 7.3 Mutual Indemnity. 7.3.1 costtn•s ITdgpuiity. Except as otherwise provided in this Section, Costoo shall indemnify, defend and hold Developer and each other Owner and each Major Occupant, and each of their respective partners, officers, agents, employees, contractors, lenders and tenants harmless from all claims, suits, losses, damages, fines, penalties, liabilities and expenses (including attorneys' fees and other costs incurred in connection with any of the foregoing, regardless of whether such claims involve litigation) resulting from any actual or alleged injury (including death) of any Person, or resulting from any actual or alleged loss of or damage to any property arising out of or in connection with (i) Cosh's occupation, use or improvement of the Costoo Parcel or that of its employees, agents or contractors, or (ii) any act or omission of Costoo or any tenants, licensee, assignee or concessionaire of Costoo, or of any officer, agent, employee, guest or invitee of Costoo, which occurs on or about the Costoo Parcel. The indemnity set forth in this Section 7.3.1 shall f•J cover any claim brought by Costco's employees, and shall survive teraination or expiration of this Doclaratiou. The foregoing indemnity is specifically and expressly intended to constitute a M waiver of Costco's imRvnity under Washington's Industrial Insurance NO Act, RCA Title 52, to the extent necessary to provide Developers and each other owner with a full and complete indemnity from claims C=) made by Costeo's employees. COBSCO AM DEYZXAPE1 ACORAU wn MW MW ISDZXKMCATI0I9 PRO1I8I0® OF Taf 8ZCTSOi 7.3.1 NXi reicmiamy ad00rn2IID AND MEND DPQ Er MM. 7.3.2 Except as Otherwise provided in this Section 7.3.2, Developer shall indemnify, defend and hold Costoo, each other owner and each Major occupant, and each of their respective partners, officers, agents, employees, contractors, lenders and tenants harmless from all claims, snits, losses, damages, fines, penalties, liabilities and expenses (including attorneys' fees and other costa incurred in connection with any of the foregoing, regardless of whether such claims i involve litigation) resulting fror any actual or alleged injury (including death) of any Person, or resulting from any actual or alleged ices of or damage to any property arising out of or in connection with (1) Developer's occupation, use or Smprovem"t of any Parcel arced by Developer or the Common area located on the t Developer Parcel or that of its employees, agents or contractors, any act or aaission of Developer or any tenant, licensoa, assignee or concessionaire of Developer, or of any officer, agent, saployee, , O guest or invitee of Developer, which occurs on or about any Parcel M34%01Meen.OT 1! 10/12/90 C. '�. .25XID 32XI0 owned. by Developer or located on or about the Common Area located on the Developer Parcel. The indemnity set forth in this Section 7.3.2 shall cover any claim hroucght by naveloper'n employ—s, and shall survive expiration or termination of this Declaration. The foregoing indemnity is specifically and expressly intended to can$titute a waiver of Developer's ixffunitp under washington's Industrial Insurance Act, Riff Title 51, to the extent necessary to provide Coatco and each other owner with a full and complete indemnity from claims made by Developer's employees. DEVELOPra elm COVWW ACKNORLE000E TaT TEE Z==U= #TIOff PROYIHIoaE or TEIE IRMaW 7.3.2 USE iPECMCWJ.T K3QQrXAsG WW WEEP UP= By YOU. 7.7.3 Other Ownetg' indesnity, Except as otherwise Provided in this Section 7.3.3, each Owner other than Developer and Costco shall indemnity, defend and hold Developer, Costoo, each other Owner and each Major occupant, and each of their respective partners, Officers, agents, employees, contractors, larders and tenants harmless from all claims, suits, losses, damages, fines, Penalties, liabilities and expenses (including attorneys' -fees and other costs incurred in connection with any of the foregoing, regardless of whether such claims involve litigation) resulting fray any actual or alleged injury (including death) of any person or fro any actual or alleged loss of or dame"to any property arising out of or in connection with (i) such owner's occupation, use or improvement of its Parcel or that of its employees, agents C j or contractors, or (ii) any act or csission of such owner or any tenant, licensee, assignee, or concessionaire of snrh owner, or of d- any officer, agent. employee, guest or invitee of such Weer, or of M which occurs on or about such owner's Parcel. ?be indesnity net N forth in this section 7.3.3 all cover any claim brought by such O sh Owner's employers, and shall survive expiration or termination of i O this Declaration. The foregoing indemnity is specifically and O7 expressly intended to cuastitt" a waiver of such owner'a immunity under Washington's *'+zhurtrfal zrtrFor nce Act, RCR title 51, to the extent �&ary to provide each other owner with a fall and Complete indemnity frog claims made by such Owner's employees. Eai= PERSDIN iacama DR o� as:a Tie 3=2MLL ARCONWna or TQa D'ZC IXIrlow InLL, By TKX Wr or aces A oases, Lam as :OL SWzM corm= vmm=—s IlTMZBT in XW VXI=, ms D TD E1vi CEMWIED TO aCa onna oWXIR, 2WW it =a CiaWLL! XMp W s UMMOaTICATIOfe WROW DED Is Tai fl'ZMCW 7.2.2, AND — I! AOCzP2W ITS XW=zBT xv ITs PARCSL POLL! VmnRalWIM Aso ACC#PnM AM AORZEIba TO n NOMID n WE XYMM NOD P01Poia OP MUD BXMON 7.3.3. 7.3.4 Major 2QWH ants' Indmaiu, Except as otherwise provid¢d in this Section 7.3.4, each Major oacapant shall indemnify, defend end hold Developer, Coatco, and each other liajor occupant, and each of their respective partaara, officers, agar", employees, contractors, lepd"a " tenants harmless fro all O claims, suits, losses, damages, fines, penalties, liabilities and eMVss Wit.MT 19 . 20/12/90 e , expenses (including attorneys' fees and other costs incurred in connection with any of the foregoing, regbrdlasa of whether such claims involve litigation) reaulting frDs any actual or alleged injury (including death) of any Parson or from any actual or alleged loss of or damage to any property arising cat of or in - connection with (i) such Major O=upantaOs occupation, use or improvement of its demised premises or thAt of its employees, agents or contractors, or (1i) any act or omission of such Major Occupant or any subtenant, licensee, assignee, or canaeeaionaire of such Major occupant, or of any officer, agent, employee, guest or invitee of such Major occupant, or of which occurs an or abaft such Major oac.-upant'e dnaised premises. Tha indemnity set forth in this Section 7.3.4 shall cover any claim brought by such Major Occupant's amployeEks, " stball survive mWiraticn or tar++�tioa of this Declaration and of its lease. The foregoing indembity, is specifically and expressly intended Co constitute a waives of such Major Occupant's 3ssunity under Washington's Industrial Dance Act, RCF Title 51, to the extant eecassary to provide maCb other Owner and each other Major O=qu rt with a full and complete indemnity from claims made by sorb Major Occupant's employees. IACm 7I$Roi AXING OR. aaCONIM A NUM OOCO!%if W am ]Phil Ta XKM3Q RZOMDrm OR MS ORCLIER" M am"R by "M am OF WCEPTING a 14=8 OF AR XEPRDVSNISU IN "M , U DRUM TO DOCQYM W1 U" IT M Cman"T lt1Ii= "M IWd13aTICATI00 NWVM EO IN Site XXCUOM 7.3.dr AM 2W If ACCUP= IW DMUMBT c 1 Is In uzmas= sum aw seal 0032frZLUUMa AM 3ocJDlT og me AGREE MG To an snow W MR renoT AM PMMBE a WS zZmaw .�} 7.3.4. 7.4 Heleaue and wai _ f2*Kaaation. BaCh Owner and each Major occupant for itself, and ❑o behalf of its insurers, O hereby fully waives and releases each other Owner and Major Occupant from any liability for any lass or damage to its real or personal property located upon the Center which any be caused in whole or in part by another Owner or Major occupant which loco or damage is of the type covered by the insurance rw ired to be maintained pursuant to Section 7.1 and Sr- tip+ 1.2 of this Declaration. Each owner or Major Occupant shall obtain far the benefit of each other Owner or Major Occupant a waiver of any right of subrogation which its insurer may acquire against the other owner by reason of such negligence. SECTION S. BiE 8.1 If arsy Owner (a "Cafaolting Owner') violate* any covenant, condition or restriction contained in this Declaration, or permits or suffers any Occupant of its Parcel or Building Area to violate any covenant, condition or restriction of this Declaration, than any other owner or a major Occupant (the "crad(tor Oumar") may ddmand by written notice (the CJ Z: L� 'Default NoticQ"1 that the violation be cured. If the Defaulting Owner does not cure the violation within thirty (30) days after receipt of the Default Notice, or if such default in of a kind which cannot be cured within thirty (30) days, and the Defaulting Owner does not within such thirty (30) day parlod cW4ence to cure such default and diligently thereafter prosecute much cure to Completion, than Creditor Owner (and its agents and employeeu) shall have the right to (i) pay any sus wed by the Defaultinq Owner to the Person entitled thereto, (ii) enter upon the parcel or Building Area of the Defaulting Owner (or any portion of the Co=on Area owned by the Defaulting Owner) and summarily abate, remove or othertime remedy any Improvement, thing or condition which violates the tessa of this Declaration, and (iii) enter upon the Parcel or Building Area of the Defaulting Owner (or any portion of the Common Area owned by the Defaulting owner) and perform any obligation of the Defaulting Owner to be performed thereon. The Defaulting Owner shall, within ten (10) days of written demand by the other owner, accaAgoa dtd by appropriate supporting doc aentation, reimburse the Creditor Owner for all casts and expenses incurred by the Creditor owner in undertaking any of the actions permitted by clauses (i) through (iii) in the preceding sentence, including without limitation, wages, benefits and overhead allocable to the time expended by any employee of the Creditor owner in taking such actions, together with interest thereon at the rate equal to the Default Intereut Irate, from the date such costs and expen wa v re advanced or incur. -red by the Creditor Owner,. 8.2 Li a. Any Creditor owner, including Doveioper in the case of any amount arising out of section 4.7 which is not paid wbrsn dma, shall be entitled to a lien against the parcel of the Defaulting owner, which lien mall be created and foreclosed in accordance with this Section 8.2. (a) Creation. A lien authorized by this Section 8.2 shall be created by recording a written instrument (the 'cl.aiih of Liana) in the real property records of King County, Washington which (i) references this Declaration by recording number, (11) allrgra A specific breach of this Declaration, (iii) states the amount owned by the Default owner through the recording data of the Claim of Lien, (iv) contains a legal description of the Parcel or Building Area of the Defaulting owner, and (v) is axecuted stud ackrwwledge by the Creditor Diner. (b) A*uypt. A lien created pursuant to this Section 8.2 shall include (i) the amount stated in the Claim of Liam, (ii) all casts and expenses incurred in craating and foreclosiwg suck lien (including attorneys' tam), (iii) all amounts which beaerm due frog the Defaulting Owner (or its successors or assigns) to the Creditor Owner after the data the Claim of Lion is recorded, whether such amounts arise from a cxntiimation of the default alleged in the Claim of Lien or from OMVXB 1LJfT 21 10/12/90 32 X I ❑ Ci C'7 C:) a7 OF 6 O some other default under this Declaration, and (iv) interest on all of the foregoing at the Default Interest Rate. (c) Priority. The priority of a lien created pursuant to this Section 8.2 shall be established solely by reference to the date the Claim of Lien is recorded; provided, however, that such lien shall be subordinate to the lease of any Major occupant whether now existing or hereafter executed (a "Major occupant's Lease•j and to any subsequently recorded deed to, or Mortgage on, the Defaulting owner's Farrel or Building Area, if (i) the grantee or Mortgagee or Major occupant, as the case gay be, is not in any manner or to any extent, affiliated with, controlled by, or under common control With the Defaulting owner, (Li) the grantee or Mortgagee or Major occupant, an the Case may be, gives the Creditor owner ten (10) days written notice prior to recording its dead or Mortgage or Major Occupant's lease or notice thereof, as the case may be, and (iii) the Creditor owner has not or does not prior to the recording date of such deed, Mortgage or Major occupant's Lease or notice thereof, as the case may be, c4waence an action to foreclose its lien. (d) ExtinguishRent. if the Defaulting owner cure& its default, and pays all asounts secured by a lien created pursuant to this Section 8.2, the Creditor Owner shall record an instrument sufficient in form and content to clear title D3 the Parcel or Building area of the Defaulting Owner from the Creditor owner's lien. (e) Foreclosure. a lien created peravant to this Section 8.2 shall be forecloses' judicially, in the same aan•.ar as provided for foreclosure of a aoxtgage of real property in the Revised Code of the State of Washington, as name or hereafter amended_ 8.3 Suit. The Owner of each Parcel or Building area shall be primarily liable, and the Occupant, it any, secondarily liable for the violation or breach of any covenant, condition or restriction of this Declaration. violation or breach of any covenant, condition or restriction herein contained shall give to Developer, Coatco and any other Owner andfor Major Occupant, the right to prosecute a proceeding at law or in equity against the Person or Persons who have violated or are attempting to violate any of these covenants, venditiorm or restrictions to enjoin or prevent than from doing so, to cause said violation to be remedied, or to recover damages for said violation, It being agreed that the remedy at lam for the breach or violation of any of these Cvanants, conditions or restrictions (except those, it any, requiring the payment of a ligcidated sum) is not adequate. 8.4 Each Owner and Occupant, by acceptance of the dead to, lease of or other conveyance of all or 0TU%0 W1nLA" 22 20/17/90 O- O _�5x�❑ 32x1[1 0 a portion of a Parcel or Building Area or interest therein, shall be deemed to covenant and agree to be personally bound by this Declaration. Any sum not paid, or other obligation not performed when due, together with interest payable hereunder, and all costs and attorneys' fees incurred in connection with collection, shall be the personal obligation of the Person or Persons who were the Owners and/or Occupantz of the parcel at the time the payment or obligation became due. The personal obligation shall not be released by any transfer of the Parcel subsequent to the date such payment or obligation became due. s_s hr, yg' Fees. In any legal or equitable proceeding for the enforcement of this Declaration or any provision hereof, whether it be an action for damages, declaratory relief or injunctive relief, or any other action, the losing party or parties shall gay the attorneys, fees of the prevailing party or patties, which shall be fixed by the court in such proceeJings or in a separate action brought for that purpose. All remedies provided herein or at law or in equity shall be cumulative and not exclusive. f I 8.6 Failure to inform )Fo waiver. Any failure to enforce any requirement, restriction or standard herein Contained shall in no ev*nt be deemed to be a waiver of the right to do so thereafter or in other cases, nor of the right to enforce any other restriction. C 1 8.7 Rowdies GSMIntive. The remedies provided in thin It* Section 8 are in addition to any remedies available under applicable law. Exercias of one remedy shall not be deemed to cr7 preclude exercise of other rexedien for the same default, and all remedies available to an Owner may be exercised cumulatively. O SECTION 9. jr 9.1 QU=ls Right to Avard. Nothing herein shall be construed to give a" Owner any interest in any award of payment made to another owner in connection with any exercise of eminent domain or transfer in lieu thereof affecting said otbar owner's Parcel or Building Area, or portion of the Common Area owned by such Owner. In the averst of any exercise of eminent domain or transfer in lien thereof of any part of the Caumon Area, the award attributable to the land and improvements of such portion of the Common Area shall be payable only to the Owner of the fee thereof and no claim thereon shall be wade by the Owners of any other portion of the Common Area; provided that any award attributable to the land or improvements comprising the Special costco Naintenance Area shall be payable only to Costco and all other Owners shall be deemed to have assigned to Costco all of their right or interest in any such award. onxwmewu.err 23 10/12/90 32X Cn O C7) 0 0 0 W 9.2s�',r�,�J,ai�e- Nothing in this Section 9 shall prevent an Occupant frog making a claim in accordance with its lease. 9.3 BaUtg2ration of G7aAcn Arena. The Owner of each portion of the Common area so condemned shall, to the greatest practical extent to the extent that the proceeds of such award are sufficient to pay the cost of such restoration and repair, and without contribution from any other Owner, promptly repair and restore, the remaining portion of the Common area so owned to the condition existing immediately prior to such condemnation or transfer. SECTION 10. This Declaration (including all Exhibits hereto) may be modified or terminated only by written instrument executed and acknowledged by Owners of not less than eighty percent (80%) of the land in the Center (for purposes of which the special Costco Maintenance area shall be deemed owl by Costc,3 rather than Developer), and their respective Mortgagees referring to this Declaration and recorded in the real property records of King County, Washington. Developer and Costco agree, for purposes of confirmation, that upon recording of this W-claratinn in the Records of Ring County, Washington, Castca awns or controls 589,074 square feet or 52.14% of the total voting power of the Canter and Developer owns 540,902 square feet or 47.86% of the voting power of the Curter. Each of Developer and Costco may, pursuamt to sp instrument hereafter reCarded In the Records of icing County, Wamb.ington, assign to a Major Occupant a part of its voting interest, and upon such assignment, the designated Major Occupant alone may "ercise the voting right of the assigning owner to the extent set forth in the recorded ar�ignment. This Declaration contains the entire agreement between the parties hereto relative to the subject matter hereof. SECTIOM 11. OVA&TIC This Declaration and all the easements, rights and obligations set forth herein shall be perpetual. SECTION 22. itTg= MU 0SL1CaTIORS OF LENDFS{.S The easements, restrictions, charges and burdens of thin Agreew-^t, are, and shall at all times be, prior and therefore superior to the lien or charge of any Kortgaga affecting any Parcel or any part thereof, or any Improvements now or hereafter placed thereon, and shall be binding upon and Effective against any Person fincluding a mortgages) who acquires title to any of the Center by foreclosure, trumtam'm sale, deed in lieu of foreclosure or othsrwima. However, a breach of any of the easements, covenents, WX%0ssru.asr 24 1OiI219O 0 O 32x1❑ 0 • or restrictions hereof shall not defeat or render invalid the lien or charge of any Mortgage made in good faith and for value. S&CTIOH 13. Each owner ahall be bound by this Declaration only during the period such person is tine fee or leasehold owner of ands Parcel, except as to obligations, liabilities or responsibilities that accrue durim said period. Upon sale by an owner of all of its right, title and interest in or to any part of the Center, such Owner shall have no responsibility as to obligations and liabilities accruing after such event. SECTION 16. NO FVffW& 24UCMW Nothing herein contained shall be deemed to be a gift or dedication of any portion of the Center or of any Parcel or the Common Area to the general public or for any public 'purposes whatsoever, it being the intention of the parties hereto that this Agreement shall be strictly limited to and for the purposes herain elpresaed for the development, amihtmoan, and operaL•ioo of a Private shopping center on private property solely for tba benefit of the Owners_ The right of the public or any person to make any use whatsoever of the Common area of the Parcels h,erel affected, or any portion thereof [other than any uselessly A-114Pl by a written or recorded map, agreement, deed or dedication] is by permission and subject to this Axlaration. xotvithstandirg any other provisions herein to the contrary, each Owner may periodically testrict ingress and egress to and fora the Cum ou Area by any Person including Users in order to prevent a praacriptive easeoents from arising by reason of continued public uma. Any restriction an ingress and ogress shall be limited to the minims period nscessaxy to prevent the cxration of a proscriptive eaa®ent and shall occur at such time as to have a minimum effect all Users. SECTION 15. Every P-.rson who pow or hereafter owns, occupies or acquires any rig t, title or interest in or to arty portion of the Center is and ahall be conclusively deemed to have consented and agreed to every covenant, condition and restriction contained herein, whether or not any reference to this Declaration is contained in the instrument by which such Person acquired an interest in the Center. SECTION 16.T Kaithar Developer, Costco, bar their successors or assigns shall be liable to any other owner or occupant of the Cont4r, or be subject to any action seeking legal or equitable 111130111 lh.MT 25 13/12/90 .Vr. 4 it 119YI CJ ."- CNN'S O C=) 0 0 relief, by reason of any mistake in judgment, negligence, action or inaction, except for mistakes, negligence, action or inaction which constitute a breach of this Declaration. No Owner shall be liable to any other owner or for the enforcement or failure to enforce any provision of this Declaration. SECTION 17. RUN5; WITH LAND Except as cthervise specifically provided herein, all covenants, conditions, re!mrictionn and agreements herein contained, or heromfter created pursuant to this Declaration, are made for the direct, mutual a_hd reciprocal benefit of each and every Parcel of the center; shall create mutual equitable servitude upon each Parcel in favor of every other Parcel; shall create reciprocal rights and obligations between respective Owners and Occupants of all Parcels and Building Areas and privity of contract - and estate between all grantees of all Parcels and Building Areas, their heirs, successors a+:d assigns; and shall, as to the.Owner and occupants of each Parcel or Building Area, their heirs, aaccesaors and assigns, operate as covenants running with the land, for the benefit of all other Parcels and Building Areas. SECTION 18. RIGR'r5 flF BFZ M91ARIES No breach of any covenant, condition or restriction herein contained, or any enforcement thereof, shall defeat or render invalid the lien of any Mortgage; provided, however, that if any portion of the canter is sold under a judicial or nonjudicial foreclosure of a Nortgage, any purchaser at such sale and its successors and assigns shall hold arry and all property so purchased subject to all of the covenants, conditions, restrictions and easements contained in this Declaration. SECTION 19. The captions of Sections herein are used for convaniance only and are not imtanded to be a part of this Declaration or in any way to define, limit or describe the scope and intent of the particular Section to whim they refs-. Any reference in this Declaration to the singular shall include the plural, and vice versa, and any reference to one gender shell include the other genders. The locative adverbs "herein", 'hereunder•, *hereto*, "hereby■, ■harainaftar". ate., mean and refer to this Declaration in its entirety and not to any specific Section or other part thereof. SECTIOIi 20. Unless otherwise specifically provided herein, whenever approval, oonsant or satisfaction {herein collectively referred to ar an "Approval") is required of any Owner or Major Occupant luchmmwen r 26 10/12/90 32XI I 0 • r, pursu—t to this Declaration, such Approval shall be given in writing and shall not be vnre4sOnably withheld. Notwithstanding any of the foregoing. any Owner Or Major occupant may, in its absolute discretion, withhold its approval of any request to change traffic circulation. access, the Site Plan, parking areas or the permitted uses of the Csntar. Unless provision is made for a specific time period, Approval KbAll be given within thirty (30) days after receipt of the written request for Approval, and if an owner or Major Occupant shall neither approve nor disapprove within such thirty (30) day period. Ot such other time period as may be that specified in this Efeclaratian for Approval, at Owner or r4jor Occupant shall then be deemed not to Lave given its Approval. If an Owner or Major O=Qpant shall disapprove, the reasons therefor shall be stated in reasonable detail in writing. Approval by an Owner or Major Occupant to or of any act. or request by any other Owner shall not be deemed to waive or render unnecessary Approval to Or of any Bi:ilar or subsequent acts or requeutLa. ShYTION 21. Any Owner may, at any ties mad from time to time, in connection with the sale or transfer of its Parcel. or in connection with the £inanOing or refinaming of its Parcelby nortgage made in good faith and for value, deliver written notice to the other Owners requesting such owners to certify in writing that, to the knowledge of the certifying owner, (i) this Declaration is in fail force and affect, (fi) this Declaration has r J not been amended or modified, either orally Or in writing, and if i so acceded, identifying the amendments, and (iii) the Requestim; Owner is not in default in the performance of its Obligations under M this Declaration or, it in default, to describe therein the nature O and amount Of any and all defaults. Each Owner reeniviug mach request ccverwlnts to Execute and r'etlira such certificate within CZ) twenty (20) days following receipt thereof. Sark certificate shall � rn act as a waives of any claim by the owner furnishing it to the Extent such claim is bases upon facts eaotrary to those asserted in the certificate and to the Extent the claim is asserted against a bona fide ancumhrancer or purchaser for value without knowledge of facts to the contrary of those contained in thm certificate, and who has acted in reasonable reiiaace upon the oertifirrte. Failure by an owner to so exiu=te and return arch certificate within such period ahall be deemed an admission on such Ownar,s part that the Owner requeattbg the certificate is grant and not in default in the performance of such Owner's obligations wider this Declaration. If any provision of this Declaration is held to be invalid by any canrt, the invalidity of such pro-fision shall not affect the validity of the remaining provision bareof. 4P O MWOMINa.mrr 27 10/12/90 e -- : 1 4 32A] CJ 0 S'MON 23. 11MCES Any deaand, request or notice which either party hereto desirsm or way be required to make or deliver to the other shall be in Writing and shell be deemed effective when personally delivered, or vban delivered by private courier Sarvixaa (such as Federal Express), Ube a received by facsimile at the farx:imile number shown below, or thrae (3) days after being deposited in the United states nail, in registered or certified form, return receipt requested, addressed an follows: West Caws Square c/o armada/LageMaist Coapany 2001 Sixth Avenue, Suite 3202 Seattle, NA 98121 Attn: James N. 7agergoist, President Telephone: (206)443-1940 Facsimile: (206)443-1329 With a copy by regular mail to: Robert J. Enutsen P.O. Box 596 Milton, ma 98354 To Ccstco: Costco Vholesale Corporation Attention: Beal Estate Department 10809 120th Avenue N.E. Kirkland, NA 98033-9777 Telephone: (206)828-8100 Facsimile: (206)828-8105 To a maior As set forth in the recorded RRWORMal: instrument designating the Major Occupant pursuant to the definition of 'Major Occupant- in Section 1 of this Declaration, provi4ed the *wsMajor Occupant has d liliverrediaaccopy of the recorded instrument to the other of Nest Campus or costco, as the case may be, in the manner required by this section 23. or to such other address and person as either party may communicate to the other by like written notice. IN W12MS WREREDF, the parties hereto have executed this Declaration. en►mrwmu rx 28 20/22/90 .# O } r' 1 ' d• - 32x❑ R..,4 za s W= caws spaexe, a wasbingtim joint venue By., A/NEST CARM, INC_, a washington corporation, as joint venturer T 5i BY 3. as joint venturer COSPCO WWLESAU emkPORATIO![, a Aaahingtoa corporation x "U46mouim 29 10/12/90 . S `fir i .�•' 0 STATE OF WASMM'OR ) ) on. COMITY OF XIM ) r I cart fy that I know or have satisfactory evidence that is the person who appeared ke-f re so, wW said parson instrument, that he signed this i""t^"r, on oath stated that he vaa autha�g zed to execute the instrwent and acknowledged it as the f� zfel of hRK&O1/W=T CAWPUS, INC., a joint venturer of REST CSNPOS SQUIRE, to be the free and voluntary act of such joint venture for the uses and pnrposas mentioned in this instrumnt. Dated (sign* ) _. Title my Appointment ewires ►7J g-9�2 STATE OF WASH11=09 ) ) on. COMITY OF EIN6 ) I certify that I know or have satisfactory evidasas that Robert J: Enatsen is the person who appeared before me. and said person a+Xnosledged that he signed thia instrnseat, on oath stated that he van authorized to execute the in cant and sdmwl.dgsd it as the joint venturer of ttr,T CbliPns SQUIRE, to and voluntary act of such joint venture for the C'J mentioned in the inatrasent. M k gated• CN.41 �y e Title 0M%MN WLJit 30 20/12/90 .•�37Yi1 1.1 STETS OF VASH3BG w } } COUM OF 131iG } I i y #hat I knav or have satisfactory evidence that a� Le the parson who appeared before Im, and raid person acknowledged that he sigrmd this instraWmt, on Oath stated that be riaa a riled to execute the inatx�nent and ACknOvledged it as tha of CMMD WHOL&:AU CORPORKTION to be the free luntary act Of such corporation for the uses and purposes *&ationed in the inatrmrent. Dated: leZ p1 GA; fS tsus) Title �0t""4 A11}.,c, �I91'12 weF' d ART 2 �rfiOFW�'S� n3t�elerrK 31 10/12/90 r�ar_•r 0 i IEIT A, TO o1ARMOR Or COVDW=, COIF MOMS, P21.SMUNT5, nESTRICTIOPM MW XMMUTIONS FOR rallpos SQUAM Local DescrlpCign of kAj3Mla Part_1: Parcel A TW tumor OF TME VACUO TL&T Ur liST JjkC A CRNTIAL AMMON 'V, AC M C TO TZ Itu •ram IT== 11 ►MM 4 of n=, rACC 43. 1a >IM CUMT, NLSKXWM. nLSCIrpar AS IOLulzst AT TUB Sur== Wma or S=im 11, TORKMW 71 lid, Ram 4 ZW. F.1f.., IMI= MW a. WS sa i ' ra1'34'W* XM A'= ' a WT LM or SAM S=tMIM Ai.fi jMj In= MW W33*W LOT 30.00 TM ID Ta am 0=5 or 16= Arles rocs: = = ML !Om or ice: 7� SWO MM'1I' LIST 470.O0 IMI 7EM SCOU I—AII!' VW 4[7.20 VW 70 = OM ■ k-JE OT IDUM 35M filLLli 'l= � W31'41" MW iLUM SM 11 M rAlM 470.79 IM .TO I! KM M=M OF IM ArE� SMW; mom rOeLl V31.0{" am ALIM SAU Im mu= 4".71 T = To Im 7w mm or l=pwr- 22& AbM palm. CMAM 219.452 $Wl IM OR 5.063 ACM. �J NM O 1 0 i i O Part 2: Parcel C TWZ W&UMo 1"AT Ot RUT TACOU Cl*rM T"T potrlo* of = we na Tmw cgm= 11 To= 6 or VLM• ma laggillLol". lAS IULLM$ MCM Xr TW *WW"T COW 1W NCI W 21. MMMOM 11 WM. ROM 4 cmw un Am Tot mm SSW .. W.JL. Im Km amff. ummm .. IN= SWR W*Jslle ZW 50-00 un iw uo ommm &"-" Im. a mm mm w kvm!m; " 40 1 1% - 20 Ta 1= W= w US ARM � Ce Aum &Lto Sw MUM WAS YM TO M Arm mm Dom= it= At= UN NM= um pmlr own srul3p Mao S. SW nAT' . Um cr Wr L 9ZFUM IW "7.19 IM It mwm Lin Sm ugmx "maws" iff rnan mm umw w- 11; =mm am= in gnaw guzr-ww Lm Los MAW= U5.64 nn 12 iF AM= PSW 3rall.240 Zia LIM 2= Aim sm VA2= KIM T= =w6 SDM 1.1'42124, BAST WIS-tr Wr nmmUK mm wm; m 1197.61 UO 20 via= . .. _ ----- 7- 1- -- - 6 TRAT TORSION OF THE VAUUD '.rLa 0r ZMVM UKACt C4 L �prtltal! -i-. ACCpfD3W To S» nAT T 1 A F1LZAlZ 4 liJlf, rats 4]. ri 11>tc 0. M . WSUIWM. oacUM.LS FOUAWS: CMUKM AT Ta ! UMM Or m=100 21. 100MMp 21 M M. RAM 4 3w, w"., is =w CYKHM7. • To= MM 1'34.w* WT ALO11C To InT un OF Lan Sw1w1. " 496.66 ills; TMM a010 ai'35'16r GAIT 50.00 y= TO TO UST MARGIN OF 16TR AVMW UM-- IM��i•Wti am sm IALT 112." FEET TO Al Am= POINT T: UST ASOMC "M HAVOR 95.16 FEET 20 To Norm LM OF LOT S. M= 11 w "" PLAT AM T1! TOM FOIRT 0r �M: TEM M AO 2'42'12- 3Ia'T W" SL O AN' FELS TO AN ANGLE pout 119MOM- TEEM am 70M 1P EAST ■l MX S daM o AND 9so sS= 7ia3Ti is Yt�las aLCMK M C M AM anTIMM I IIC�iAI R0. I � F� itKI1R aa'24.06- EAST 327." FNET; mom 01*35,54" l6ST 35.00 FMT; $OM a6'24'or IAST 300.0o FEET: SOM 67•I4'16" EAST 373.53 FM'- p� q< TaAT lARE2I. 1s SWfH 31'32'24" U= 381,16 ror WLUXF=m am RM ElT COST l 3D. LAB Qmwn D rives M iTAS> 1712240520-. ToRCs mom i8'26.55" WEST 997.19 ITT TO To TEN POIST of BLUE :- To AMW D SLIMM T&a= C'NtUM 963.059 ill= M= M 3.335 ACM- c_J cn w rn ■►cuw ruTT x.0 Tom u. n sms �l05 Or Ix r4uO + �trG�m. � As21 �. �►r¢ To t � of f ,1. L sc , n yo oo r � AT �c Swm� , K TSEsi ,� wm ii'3S'li^ T 'MF1 Luz ats� ■vmm Tam soup ;{ O � poll%a �z .soul' Sol 4s7. an :o ' �°°°R end o* ? MISMCi CWLAM iS ExMIT a TO DEC{MIATIONt OF COVERAM, COMITXONS, USEKENTS, RESTRICTIONS AND RESERVATIONS roR Cmwm SQMM ^1 PErsxl Plan N 6.34 AC. ~__—T. tD.S. rA*CEVlr 2*4rlrE 95.16 r3,VDWE 112.25 C J i eA ]a'a6•E 470 'mot e. L rG4.OF [h n r PARCELS _O Y o r A � p o :19.ss: salt a s.Oi AC. P7.1G 97.19 C 2141560 ScLrt &02 AC. T-I&SWIVE Si7.6 —E P.OJL or PAIN CEL'W 724,E s M. rL 7.94 AC. SCALE: re 20W 7r72'24'E 143.04 1:17�42'24'E S7A4 E-98"14rw 4TM76 N40•l14Cw - 707.40�{r.�..., 352 I S. N D S T. OMIT OF COMMENCNyi i 1RC. SECTION 21.T21 14 �i� R 4[oM.M. suNIrS7 4o1N1�.D0 CdClE:1-t1rlO � -- O O EXHIBIT C TO DECLARILTION OF COVENANTS, CONDITIONS, EASEMENTS, RESTRICTIONS AND PIZFFv7TIONS FOR CAMPUS SQUARE Site plan 1 Is- 9 pN 55y��44y yQ$� QH5� Qh$� QhQ shs RhR CW..I 2S 2S 252S i52S 2�2S a�3 CS Q� N \ f f ewn err C-1 - 25x�0 32x�❑ 0 0 EXRTBTT D TO DECTARATION OF COVENANTS■ CONDITIONS, ERSEMM, RESTRICTIONS AND RESERVATIONS FOR CAMPUS SQUARE 2uul etc❑ Ka in Lgnaav—A"A 1 - - 1 I 0 32xI❑ =�-: Cj 0 ElO�IHIT D-1 TO DECLWATIOU OF COVffiRTS, COMITIORS, EASEPPEWfs, HEST9.ICTI M75 AM RESE4VATFOW FOR CAMPUS SWAR8 Lec;al Descrrilption Rf $pg�zial cqAtQ2 okiattgagoe Area THAT PORTION OF THE VACATED PLAT OF FAST TACOMA CENTRAL ADDITION 'B', ACCORDING TO THE PLAT TMR K?•+F RECORDED IN VOLUME 4 OF PLATS, PAGE 43, IN RING COUNTY, WASHTNGTON, DESCRIBED AS FOLLOWS: IX01002W-TNG AT THE SOOTMfES'T CORNER OF SECTION 21, TOWNSHIP 21 NORTSr RANGE 4 FAST, M.M., IN RING CDONTT, WUZ( !rTON; TEE:gm NORTH 1'34'08' EAST ALONG THE WEST LINE OF SAID SUBDIVISION 496.66 FEET; TRENCB SOUTH 88'35'16' EAST 50.00 PERT TO TOR EAST MARGIN OF 16TH AVEMM SOUTH AND THE TRUE POEM OF BEGIEW MG; THElC6 NURSH 1.34'08' EAST ALONG SAID FAST MARGIN 15.00 PM=; THEKE SOUTH 88'35'16' EAST 150.00 FEET; THENCE NORTH 1'34'08' EAST 159.50 FEET; TFElNCE SOUTH 88'35'16' EAST 511.00 FEET; lEamm SOUTH 0053'35' EAST 174.64 FEET; THENCE NOfi!H 88135'16' NEM 198.50 FEET; THENCE SOUTH 1*26*19" NEST 467.20 FEET TO THE NB& MARGIN OF SOUTH 352ND STREET; THENCE ROM 88031*41" NEST ALONG SAID NORTH MARGIN 200.79 FEES, THENCE NO= 1034'08" EAST 125.54 FEET; THENCE NORTH 88'25'52` NEST 270.00 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH; TSMK7e 113RTS 1034'08' FAST ALONG SAID EAST MARGIN 210.71 FEET; TSENCB SOUTH 88025*52" EAST 150.00 FEET; THENCE NORTH 1934'08' EAST 115.42 FEET; N 88035'16' VXST 150 FEET TO THE SAID EAST MARGIN OF 16TH AVENUE SOUTH; THENCE NORTH 1'34'08' EAST ALONG SAID EAST MARGIN 15.00 FELT TO THE TRUE POINT OF BEGIMTING. THE ABOVE PARCEL CONSISTS OF 260,489 SOMM FM OR 5.98 ACRES d1128101690 It .c CIS E TO bZCLMasswt or COVMUkM, casuMOU, alsBIUXrsp nssrtuCTICKs alto asslavariaws FOR chum Qum SALE AREA c ti 0 s 25XID 3?x a � ra � 0 �1 ":4 tl ^'' ",t-f• � SIREET -ti L�'1ti U i I � Lt SUITE: 600 SEATTLE,WA 98101 AMENDMENT TO DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS, RESTRICTIONS AND RESERVATIONS FOR CAMPUS SQUARE i This Amendment (the "Amendment") to the Declaration of Covenants, Conditions, Easements, Restrictions and Reservations for Campus Square (the "Declaration") is made and entered into this oiB day of OGTO�- , 1993, by and among WEST CAMPUS SQUARE, a Washington joint venture ("West Campus"), COSTCO WHOLESALE CORPORATION ("Costco''), a Washington corporation, G.I. JOEPS, INC., an Oregon corporation ("G.I. Joe's") and KEARNY STREET LO CREAL ESTATE COMPANY, L.P. ("Kearny"). (12 WHEREAS, Costco and West Campus executed the Declaration which N O was recorded on October 23, 1990, with the King County Recorder d' under Recording No. 9010231412 and applies to various uses of and restrictions to the Campus Square Shopping Center in Federal Way, K Washington (the "Shopping Center"); and ` WHEREAS, G.I. Joe's is a Major occupant in the Shopping Center C and Kearny is a Mortgagee in the Shopping Center as such terms are defined in the Declaration, and West Campus has assigned forty-five percent (45%) of its voting rights under the Declaration to G.I. Joe's; and WHEREAS, the Declaration creates an area within the Shopping Center known as the Special Costco Maintenance Area over which re Costco has certain rights and obligations, which Special Costco S Maintenance Area is legally described on Exhibit D-1 to the S Declaration; and mt.be IS. 1993 ■ WHEREAS, the Exhibit C to the Declaration sets forth certain I areas of the Shopping Center as Building Areas and designates the jl maximum building size for each Building Area which can be revised pursuant to Section 3.3 of the Declaration; and WHEREAS, West Campus desires to lease to General Mills Restaurants, Inc. ("General Mills") a parcel in the Shopping Center ` (the "General Mills Parcel"), which is legally described on Exhibit A to this Amendment, for the construction and operation of a restaurant; and WHEREAS, the General Mills Parcel, which will include Building Area 4 on Exhibit C to the Declaration, is larger than said InBuilding Area 4 and the proposed restaurant will contain more Zsquare footage than that allowed on said Exhibit C; and WHEREAS, certain access ramps, landscaping, utility meters, O and other facilities ancillary to the restaurant to be constructed on the new Building Area 4 will extend up to 20 feet to the north of the new Building Area 4; and WHEREAS, the General Mills Parcel will overlap the Special Costco Maintenance Area, such overlap area being legally described on Exhibit B to this Amendment; and WHEREAS, Section 7.2 of the Declaration requires every owner in the Shopping Center (which term includes General Mills as a ground lessee) to carry certain insurance which names employees as additional insureds, and General Mills does not carry such coverage; and WHEREAS, the parties desire to amend the Declaration to provide for, among other things: an increase in the size of ` 2 - oc"h I!, 1991 6 W Building Area 4 so that it coincides with the General Mills Parcel; an increase in the Maximum Buildable Area on Building Area 4 to accommodate the restaurant; an easement to permit the Occupant of Building Area 4 to use a limited area to the north of Building Area 4 for access ramps, landscaping, utility meters, and other purposes ancillary to the restaurant to be constructed on Building Area 4; the reduction of the Special Costco Maintenance Area so it does not overlap the General Mills Parcel; and a change in the insurance provisions of the Declaration. C? NOW, THEREFORE, in consideration of the covenants contained tt7 LC herein and for other good and valuable consideration, the parties C agree as follows: p1. Exhibit C to the Declaration is hereby amended by substituting in its stead what has been marked as Exhibit C to this Amendment, the purpose of which is to show Building Area 4 as the General Mills Parcel, to increase the Maximum Buildable Area of the new Building Area 4 to 9500 square feet and to reduce the Maximum Buildable Area of Building Areas 2 and 3 to 6500 square feet and 4000 square feet respectively. 2. The Occupant of Building Area 4 is hereby granted an easement to use up to 20 feet of the area to the north of the new Building Area 4 for access ramps, curbing, landscaping, utility meters, a fire hydrant, fire department connections, a fire protection vault, and a grease interceptor, to the extent shown on the site plan prepared by Van Lom/Edwards A.I.A. P.C. dated March 13, 1992, with revisions to September 27, 1993. This - 3 - a:'av Wax rrAw i�m9a3..�r ocmb" Is. 1993 x ■ U 1 , , easement shall supersede any other rights to the contrary created under this Declaration. 3. The legal description of the Special Costco Maintenance Area attached to the Declaration as Exhibit D-1 is hereby amended by deleting from such property the property legally described in Exhibit B to this Amendment. In conjunction with the execution and recordation of this Amendment, Costco has executed and recorded a partial release of the easement recorded October 23, 1990, Recording No. 9010231411, such that the property still subject to such easement now corresponds to the reduced area of the Spacial Costco Maintenance Area as shown on the drawing attached to this Amendment as Exhibit D. 4. The drawing of the Shopping Center showing the location of the Special Costco Maintenance Area attached to the Declaration as Exhibit D is hereby amended by substituting in its stead the drawing attached to this Amendment as Exhibit D. 5. Section 4.8.3 of the Declaration is hereby amended by adding at the end thereof a new sentence to read as follows: "Notwithstanding any other provision of this Section 4.8.3, neither Developer, Costco or any Major Occupant of the Center shall allow or permit any employee parking in the Common Area of the Center north of the currently existing roadway adjacent to the southern boundary of Building Area 4 and within 300 feet of Building Area 4.11 6. Section 7.2 of the Declaration is hereby amended by adding at the end of the first sentence the following: "provided that ground lessees whose building structures contain less than - 4 - mW010 mrmwarU--6W..a Oa6n 19, 1"] 10,000 square feet need not include employees as additional insureds." 7. This Amendment is being entered into pursuant to Section 10 of the Declaration which provides, among other things, that the Declaration may be modified only by Owners of not less than 8o% of the land in the Center and their Mortgagees. Based on the standard set forth in the preceding sentence, the parties to this Amendment constitute a group which has the power to modify the Declaration in the manner herein provided. The terms 'Owners," "Center," and "Mortgagees," as used in the preceding two sentences, have the meanings set forth in the Declaration. IN WITNESS WHEREOF, the parties have executed this Amendment. WEST CAMPUS SQUARE, a Washington joint venture By: ARMADA/WEST CAMPUS, INC., as Joint Venturer By: J. ge q s Pres dent By: R b rt Y Kr'vutsen, as Joint Venturer COSTCO LIHOL ALE CORPORATION 5 •I 5 0.. u, 199) a G. I. JOE'S, INC. 3L By: Its ti 1 KEARNY STREET REAL ESTATE COMPANY, L.P. By: anion general partner 1f17 Its General Partner }{ 1 N Q By Its � C5 t STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that J. W. Lagerquist signed this instrument, on oath stated that he was authorized to execute the instrument as the President of Armada/West Campus, Inc., which is a joint venturer of West Campus Square, a Washington joint venture, and acknowledged it to be the free and voluntary act and deed of said corporation on behalf of said joint venture, for the uses and purposes mentioned in the instrument. WITNESS my hand and official seal hereto affixed on � XO 1999. Notary Pupl c in and for t e State of Washington My appointment expires /Sig �} 6 - QWW001 urmuan,o M.6, Ok". li, M a: 0 M STATE OF WASHINGTON ) �J ) ss. COUNTY OF /S 1 J) 9 ) I certify that I know or have satisfactory evidence that Robert J. Knutsen signed this instrument, on oath stated that he was authorized to execute the instrument as a joint venturer of West Campus Square, and acknowledged it to be the free and voluntary act and deed of said joint venture for the uses and purposes mentioned in the instrument-. �y W TNESS my hand and official seal hereto affixed on fJGOLiPC o2$ 1993. N LO N Notary Public 'in and for the State of Washington Ip My appointment expires STATE OF WASHINGTON } ) ss. COUNTY OF KING ] I certify that I know or have satisfactory ovidence that —3QeL F._ oc.rg` signed this instrument, on oath stated that hp-154-e. was authnrized to execute the instrument as the 1 -�z>_ M of Costco Wholesale Corporation and acknowledge t to be the free and voluntary act and deed of said corporation, for the uses and purposes mentioned in the instrument. WITNESS my hand and official seal hereto affi),jeAto 1993. 5e " t" ► "" Notary Public in and f State of Washington My appointment expires STATE OF -;4A& 1-+'G'F9N OQW COUNTY OF-K+Ne-CIACkaV^&3 � ss. I certify that I know or have satisfactory evidence that UO Rln t T ,U7)LCkX& signed this instrument, on oath stated that he/she was authorized to execute the instrument as the - 7 - U:\0DI0010DI02M1%—*90.gr Odober 18. 1w7 to M ` of G. I. Joe's, Inc. and acknowledged it to e the Fre be and voluntary act and deed of said corporation, for the uses and purposes mentioned in the instrument. WITt3E55 my hared and official seal hereto affixed on �} D Cy CY•1 t7 �.ni w�'-taste•-ti-�n� :�:�t r?' D•F�I li °E•�L �'� BARBARA MALLEF'Y Nt]TAHY Pk]Bl•C-[:1sCGrN Notary Public inand for the t l C0�11�t551eNhn C1}dv� State of i4gt n0QG6O Mr CBs/ISSIeR ExPI�E5 uAR. +x• +ems My appointment. expiresto ��,1 O Ga STATE OF ] N } ss. OCOUNTY OF } On this day of , 1993, before me, a Rotary Public in and for the state of , duly commissioned and sworn, personally appeared to me known (or proved to me on the basis of satisfactory ev Bence) to be the person who executed the within and foregoing instrument as of the corporation named in and which executed the within and foregoing instrument as general partner of UV%nsry cmnrrm DvAT, rcm6mR rnmDamv T,. T). A limited Slateol County of��S���Iidi �F5 On �TE 911 before me,� IT DATE IT personally appeared e���t C . 5 $Lpersonally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(y whose names) Is/are subscribed to the within instrument and ac- knowledged to me that helsneRhey executed the same in hls/,herlthek authorized capacity(ies,), and that by his/l olr signature(c) on the instrument the persoft or the entity upon behalf of which the asA # tousek person(e) acted executed the Instrument � OPTIONAL SECTION • CAPACRY CLAIMED BY SIGNER Tnw. h mn,r does ra 104. he M=Y t hit In the dais bolo*, doing w may pro" V.1k,Wle E Pa.nil irq on he dmonam ❑ INDIVIDUAL ❑ CORPORATE OFFICER(S) TrtLEISI ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIANICONSERVATOR ❑ OTHER: s T. NarorrPLera—Cadtwr+w SIGNER IS REPRESENTING: We ANGM covry WITNESS m hand and official seal. NAWE OF rE"S)OR ENMAd) Mr Canrn Fxphn OCT ❑. I0g7 y tLnt><0r,grut= ORAL SECTION THIS CERTIFICATE MUST BE ATTACHED TO TITLE OR TYPE OF DOCUMENT 1 THE DOCUMENT DESCRIBED AT RIGHT: NUMBER OF PAGES DATE OF DOCUMENT TTough the n,xa ftgnee[ed hV Q L6 not fwgyyed by LM h could prow auw;"%tmarm"vno of the hrm. SIGNER(S) OTHER THAN 14ARM ABOVE 01903 NATKXk NOT.wY ASSOCIATION • end Rnrrnt A"-. P.O. Boa 7151- CanWPak CA 91309.7164 rt 0 0 CONSENT STATE STREET BANK AND TRUST COMPANY (the "Bank"), being the assignee of a collateral assignment of the beneficial interest in 1 that certain Deed of Trust executed by West Campus Square Joint Venture, a Washington joint venture, and recorded under King County s Recording No. 9010231416 (the "Dped of Trust"), which Deed of Trust affects certain real property commonly known as the Campus Square Shopping Center and more particularly described in that certain Declaration of Covenants, Conditions, Easemente, Restrictions and Reservations for Campus Square recorded under Sling County Recording No. 9010231412 (the "Declaration"), hereby approves and gives its consent to the amendment of the Declaration, to which this consent is attached, y�y}}�_ ODATED this J day of /�F�r1 , 1994. GO N STATE STREET BANK AND TRUST COMPANY �e O p By: Ics: H V U {" V=0 rosident STATE OF �Up& _ __) COUNTY OF ` NOTfo ) se. I certify that I know or have eatiafactory evidence that gnPdELLL . CGSTKELL signed this instrument, on oath statod that helshe wao authorized to execute the instrument as the VICE President of STATE STREET BANK AND TRUST COMPANY and acknowledged it to be the free and voluntary act and deed of said corporation for the uses and purposes mentioned in the instrument. WITNESS my hand and official seal hereto affixed on 1994. - [Print Name) Notary Public in and for the State oP My appoint ant expires Va,e2 Ha ;;y 0.A=0VP04G2=1%—d..-- Abh-ry Pegs, apnl u. 1994 MV Commission ExNos Jsra 16,,W e EXHIBIT A General Mills Parcel THAT PORTION OF THE VACATED PI -AT OF EAST TACONA CENTRAL ADDITION "B• ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 Or PLATS, PAGE 43, IN XING CouuTY, WASHINGTON, DESCRIBED AS F0=WS: coMMENCING AT THE SOUTHWEST CORNER OF SECTION 21. TOWNSHIP 21 NORTH, RANGE 4 CAST, H.N., IN XING COUNTY, WASHINGTON; THENCE NORTH ALONG THE WEST LINZ Or SAID SUBDIVISION 496..65 FEC.;OTHENCE TSOUTH O8035'16' EAST 50.O0 FEET TO THE FAST MARGIN OF 16Th AVENUE SOUTH; THENCE NORTH 01'34'06" EAST ALONG SAID TAST MARGIN 36.00 FEET TO THE HIHG• THENCE CONTINUING NORTH 1'34'Oa" EAST ALONG SAID EAST MARGIN 76.28 FEET TO AN ANGLZ POINT THEREIN; THENCE NORTH 2'42112• EAST ALONG SAID MARGIN 49.33 FEET; THENCE SOUTH 19635'1601 GIST 34.43 FEET: THENCE5OSOUTHO 1y24'44" THENCE EST 11-31 � 66.53'41 EAST FELT; 153.16 FC£T, THENCE SOUTH 01 GC] FELT TO THE BEGINNING OF A CURVE CONCAVE TO THE WEST HAVING A LV RADIUS OE 50.00 FEET; THENCE SOUTHERLY 15.93 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE 4F 16'05'15"; THENCE SOUTH 0 19*39,490 NEST 74.35 FEET TO A POINT WHICH DEARS SOUTH 68'35'16' CAST FROM THE TRUE POINT OF BEGINNING; TMYKCB NORTH 66.35'160 WEST IG- 94 FEET TO THE TRUE POINT OF BEGINNING. ~ L J' _:..., 0 LA BUSH. ROED & HITCHINGS, INC. EXHIBIT B OVERLAP PARCEL DESCRIPTION THAT PORTION OF THE VACATED PLAT OF EAST TACOMA CENTRAL ADDITION "B", ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE 43, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 1°34'08" EAST ALONG THE WEST LINE OF SAID SUBDIVISION 496.66 FEET; THENCE SOUTH 88035'16" EAST 50,00 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH AND THE SOUTHWEST CORNER OF EASEMENT AREA DESCRIBED IN INSTRUMENTS RECORDED UNDER KING COUNTY RECORDING NOS. 9010231411 AND 9010231412; THENCE ALONG THE NORTHERLY AND WESTERLY LINES OF SAID EASEMENT AREA THE FOLLOWING FOUR COURSES: THENCE NORTH 1.34'08" EAST ALONG SAID EAST MARGIN 15.00 FEET; THENCE SOUTH 88035'16" EAST 150.00 FEET; THENCE NORTH 1834'08" EAST 21.00 FEET TO THE SOUTH LINE OF PARCEL m "C" OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 93- N 0002, RECORDED IN VOLUME 92 OF SURVEYS, PAGES 157 AND 157A, O RECORDS OF SAID KING COUNTY AND THE TRUE POINT OF BEGINNING; T THENCE CONTINUING NORTH 01.34108" EAST 118.71 FEET TO THE NORTH LINE OF SAID PARCEL "C"; THENCE SOUTH 86'53'42" EAST 38.43 FEET ALONG LAST SAID NORTH LINE TO THE EASTERLY LINE OF SAID PARCEL "C"; THENCE ALONG SAID EASTERLY LINE THE FOLLOWING THREE COURSES: THENCE SOUTH 01.24'44" WEST 31.31 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 50.00 FEET; THENCE SOUTHERLY 15.93 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18*05115"; THENCE SOUTH 19*39149" WEST 74.35 FEET TO SAID SOUTH LINE OF PARCEL "C"; THENCE NORTH 88.35'16" WEST 12.94 FEET ALONG SAID SOUTH LINE TO THE TRUE POINT OF BEGINNING; THE PARCEL DESCRIBED ABOVE CONTAINS 3,545 SQUARE FEET, MORE OR LESS. SITUATE IN THE CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. ARMADA LAGERQUIST CAMPUS SQUARE OLIVE GARDEN WILLIAM A. HICKOX, P.L.S. BRH JOB NO. 90197.14/SUR59B JUNE 15, 1993 .ja ri M 2063237135 B.R,H. F-856 T-692 P-001 OCT 29 '93 13:22 m 0 EASEMENT RELEASE PARCEL N AREAe3545 SA -FT. 7 66.35'16*E 34.43 f T Saa�35'16•E�_ w w S 95"33'42 E 11473. ¢ D n =I Z a N W * 3 M r N Q u W $ n� o„ � ^ N O �S i W 0 r c 3 I,^ H Bf!"33'16"HI x 162.94 59>f■35.18'E 150.Oo _'.IO_OO 546.35' 1R'I W • �p O �p o z �POINT OF COMMENCING 1 S. 352ND ST. 2 - — }S 1•24'44'* � j 31.31 1 -E-18005'15" R:SQ00 L:15.93 0. POINT OF BEGINNING aLAM SUM � se�1�.rNrnoM ,aa•.w, - J 08 No. 901 R7.14, CATC 6-f5693, BY F SCALE: 1"2 50' 4: 4 =9 EXHIBIT C to Declaration of Covenants, Conditions, Easements, (p Restrictions and Reservations for Campus Square O ® Site Plan O all DM ARFA , 1 150.000 S.F. Q 6,500 S.F. 3 4,000 SF. 9 9,500 S.F. 5 5,000 S.F. 6 0,000 S.F. 7 156,000 S.F. 6 Z306 SF. (TBA. 0M.Y C05TC0 PARCEL 1r EXHIBIT D to Declaration of Covenants, Conditions, Easements, Restrictions and Reservations for Campus Square Special Costco Maint_,nance Area I— 0 EM RECORDEDAT THE REQUEST OF AND _ - WHEN RECORDED RETURN T0: - ReberE C. MacAulay. Esq. Alston, Courtuage, MacAulay 6 Proctor LOGO SecondAvenue 13900 sic D �i9IN &M TO ntCL7lRATIOIf U Seattlle,,WA WA_ 98iO4-1045 USTRICTroxy UP -Airs �¢ t_QF...�ia!°0� 84GISRE This Second ,M4n+imant (the ■Second Amendment") to the Declaration of Covenemts, Cenditiona, Ea eemnnts, Restrictions and Reservations for Campus Square (the `Declaration") is matle and antered into this 22nd day of NovgSer , 1994, by and among Wsaz CA'SPUK sQUX-M a Vashington jGint venture (" West Campus`) , COST= WHOLESALE CORPOBATION, a Washington corporation ("costca") and P.I. JOE•s, INC., an Oregon corporation ('G,I. Joe'a'). SECTION 1: __EXgX ALS 1.1 Costco and hest Campus executed the Declaration as of October 23, 1990 and the Declaration was recorded under Ring County Auditor's No. 9010231412. V7 1.2 Hest Campus has assigned forty-five percent (45%) of its voting rights under the Declaration to G.I. ice,$. N ,..) 1.3 West Campus, Costco and G.i. Joe's entered into a certain rA Amendment to the Declaration on. October 28, 1993 (the "First 4TAmendment'), 1.4 The parties now wish to further amend the Declaration as outlined below. fjgMaN 2: parr 2.1 New site Plan. The parties hereby agree that the site plan attached hereto as Exhibit C is hereby approved and substituted for the site plans attached as F.]Cbibit C to the Declaration and the First Ausactmant. SEMON To the extent not inconsietant with the foregoing, all or the tares and conditions of the Declaration, as previously aman&sd by the First M ardent, shall continue in full forts and effect. 2eaiar4 -%. MEIe1Rin M*CWAUtwr:neait 9 �6ST CAMPUS SQUARE, a Washington joint venture By: Arzada/West Cattpus, Inc., a Washington corporation, as 30 t V"ttfer By: p�, is s dent B - 5. u as Joint Venturer COSTCO WHOLESALE CORPORATION, � a 3iscorporation . N rl O.I. JOB-S, ZNC., egon corporation By- 7-- ka 3 n I SEAM STREET REAL ESTATE COMPANY, L.P. By: KS corporation, General Partner By: Sywr eg! P � ts:_ Y•e STbTE TR ST ca"A', By: Its. pry 2DOW" z NqDm-m i 32:-II J N STATE OF WASHINGTON ] ] 99, COUNTY OF RING ] on this !St day of �e i��✓aOCI�_ 3994- Defer■ me- the L.ndarstgned, a Notary FuDlic ir.'and for Ciie State cf riashingtan, duly cdonisci�ned and sworn personally appeared .7anun *. tA9&r0aiet, known to me to he the President of araada/wsat campus, Inc., a joint venturer of *oat Campus square, the joint venture that executed the foregoing instruasnt, aid acknovledged the said instruaent to bit the free and volkAt-&Yy act and deed of said joint venture, for the purposes therein esntioned, and on oath stated that he vac authorized to execute maid instruxent. I certify that I know or Dava satisfactory evidenca that the Person apPearing before as and making this acknavledgraent is the person chose true signature appears on this document. WITNESS ey hand and official seal hereto affixed the day and year in the :ertificate above knitter.. v4 ?TIM Ow NOTUY FUBLIC in and for the State of Washington, residing at S-r�CrtG p my coimission expires fit [t2 STATE OF WAS$INGTON ) rl ) so. COUNTY OF MG ) 11 On this day of C Temi�L' 1994, before ne, the mdarsigned, a Notaxy Public Lnand for the State of i�aaksington, duly cw i-*wjoned and *worn personally appeared 7tabert J, 2Avtesn, a joint venturer of lest Caspue square, the joint venture that execizt-Qd the foregoing instrument, 4nd acknowledged the said Lstnnse-nt to be the from and voluntary act and dead of "id joint venture. for the purposes therein XwMidnsd, aM an oath stated that he was authorized to execute said instrunsnt. I —rtify that I know, or have satisfactory evidence tlet the person appoexing before a* and sakithis acknovlodgmant is the person Who" true signature appears m this document. VI7Ndi&S ay hand and official seal hereto affixed the day and Year in the certificate above written. -1 a. PMRT PdJ=C in Sid for the State of Waahinqton,residing at my cosissiem arpiras�C r• s WV'M/KSTCW-.C3kUjT -f Apsuff GC1 O N N 44 a C� k. L0 STATE OF WASHINGTON ) as. COUNTY OF KING ) oil thls ". day of (�(-+0 �%.r , 1994, before me, the undersig'nad, a Notary Public in and for the State at washington, dul co�issionad and sworn personally appeared 3 ^ �i �.1 ]e own to me to be the of Castro Aholesai■ Corporation, the corporaticn that executed the foregoing instrument, and acknowledged the said instrument to he the free and voluntary act and deed of said corporation, for the purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument. I certify that I know or have satisfactory evidenea that the parson appearing before me and making this acknovledgsent is the person whose true signature appears on this docubent. WITNESS my hand and official seal hereto affixed the day and year in the certificate above written. -U . Q . � siera4ie V f� f{I cif ,4'fcl�� Print Naze NOTARY PUBLIC in and for Pastate of Washirzgtcn, residing at w� my co=ission expires sun OF ) as. COUNTY OF G AC)-X eras ) On this Pis day of S C-tt5mbC-Y' , 199; . befara me, the undersigned, a Notary public in and for the State of —, duly commissioned en¢ . swop rally appeared Value Jaatson, known to me to be theV,"Ll 7r�iTf_i_nc of 0.1. -TOO', I.ao.' the corporation that executed the foregoing fnstrusant, and acXnovledW the said instrusant to be the free and voluntary act and dead of said corporation, for the purposes therein mentianad, and on oath stated that he/she was authorized to execute said inatrusrnt. I certify that I know or have satisfactory evidence that the person appaarinq before ma and waking this aakomledgsant is the parson who" true signaturs appears on this docuaant. WITNESS my hand and official seal hereto affixed the day and Year in the certificate above written. hA ARA�4li s�e.n' 77G M"NUM n M" Fr Baas rr QL&"MWoe I" VOTARY KBLIC in and 12r the State of AN residing at -poet My saion expire: • M.N. 6 srrrur CW:avacr 03 sUMef.see fim STATE OF lit%r.� it • ) B6- COUHTY OF ec ) On this /2L day of '' rke_ , 1994, before �Ie, a Rotary Public in and for the State of Ccil, duly cr=issioned and sworn, personally appeared Li+ to me known to be the i/•'cP P�LSr + ni -- �# , eorpexa ivn, she General Partner of Kearny $treat Real Estate Company, L.F., the partnership named in and which executed the foregoing instruuant; and -he/she acknowledged to its that -he/she signed the same as the free and voluntary act and deed of said rartnership for the uses and purposes therein mentioned. I certify that I )mow or have satisfactory evidence that the person appearing before me and making this acknowledgment is the parson whose true signature appears on this document. WITNESS my hand and official seal the day and year in this certificate above written, nv�ewaue� 31 cc4ae.io�ras +Mtar.� 5wlslocr 57, ivn Print �i' NOTARY PVBuC in and for the Staffs of. re 1[y Corns as on expir ii , residing atL.P,�ru eta !u , wombawto rUr-rTE STATE OP ) ) ss. On this 1'/P day of , 1994, before so, the ui urersigned, a Notary Public im and for the State of duly Wg2wsd sworn personally appeared"�� . kgno m to as to he the of state streat Sant ana grant company, the that exe=tad the forsgoL':g instrument, and acknowieageQ the said instr mat to be the free and voluntary act and dews of said for the purposes therein mentioned, and on oath stated that he/she was authorized to execute said lnatrumnt. I certify that I know or have satisfactory evidence that the persons appearing before as and oak' this aelmmledmeat is the parson whose true signature appears on this doonaent. VITNFSS myhad an above official al seal hereto affized the day and year certificate ri - �- WM Pubk print same NOTARY PUBLIC in and fir 6 o o residing at . My covn expires amrw# .5. &VMM.W MorJa ST MetCfaa117 0 r A EXHIBIT "C" to Declaration of Covenants, Conditions, Easements, Restrictions and Reservations for Campus Square Site Plan _ OWHIN AfFA 3affiRPHINIMM MMMOHNNENM ■uwmuual &(ILQ�B'i BEEF MAxrr aa2O AREA 1 tiOMO S.F. 2 6,500 S.F. 3 4,000 S.F. 4 9,500 S.F. 5 OW S.F. 6 2= SF. 7 ffi,Q50 IF. d Z306 SF. (TAX CIO PARCEL ki� co CV 0 0 0 cn 0 AFTER RECORDING, RETURN TO; COSTCO WHOLESALE CORPORATION Attn: Legal/Real Estate Dept. 999 Lake Drive Issaquah, WA 98027 f FIRST AMERICAN AMND 12.00 THIRD AMENDMENT TO DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS, RESTRICTIONS AND RESERVATIONS FOR CAMPUS SQUARE 20000113000284 PAGE 001 6F 0D6 01/13/2"0 10:1s KTNG COUNTY, ua Grantors: Costco Wholesale Corporation, a Washington corporation G. I. Joe's, Inc., an Oregon corporation Knutsen LLC, a Washington limited liability company Grantee: Portion of the vacated Plat of East Tacoma Central Addition "B", Vol. 4 of Plats, Page 43, records of King County, Washington Legal Description: Portions of Blocks 2 and 5-12, Vacated Plat of East Tacoma Central Addition "B", Vol. 4 of Plats, Page 43, records of King County, Washington Tax Parcel Nos.: 219260-0590-07; 219260-0290-00; 219260-0570-01 Amendment to Document Nos.: 9010231412, 9407280653 and 9411220561 o This Third Amendment (the "Third Amendment") to the Declaration of Covenants, o Conditions, Easements, Restrictions and Reservations for Campus Square (the "Declaration") is made and entered into this age day of Q�.c.1 �� v- _._ , I �q11 , by and among COSTC❑ WHOLESALE CORPORATION, a Washington corporation (`Costco"); G. I. JOE'S, INC., an Oregon corporation ("G. I. Joe's") and KNUTSEN LLC, a Washington limited liability company ("Knutsen"). RECITALS A. Costco and West Campus Square, a joint venture ("West Campus"), executed the Declaration as of October 23, 1990 and the Declaration was recorded under King County Recorder's No. 9010231412. B. West Campus assigned forty-five percent (45%) of its voting rights under the Declaration to G. I. Joe's. C. West Campus, Costco and G, I. Joe's entered into an Amendment to the Declaration on October 28, 1993 and the Amendment was recorded under King County Recorder's No. 9407280653 (the "First Amendment"). oOTJf+T'F3Y RECORDING ONLY... s N0LL 1Uf1'F0RNALIDIT:'.kND/OR Ati{ 3?c�i�'ei.`iSi i s :a B nRSTAXERiCAN 3R° AMENDMENT TO DECLARATION 1 nTIA INSURANCE COWA Y M 13� Sq • y m CV 0 0 0 0 0 0 N D. West Campus, Costco and G. I. Joe's entered into a Second Amendment to the Declaration on November 22, 1994 and the Amendment was recorded under King County Recorder's Number 9411220561 ("Second Amendment") E. Knutsen is the successor to West Campus Square's interest in the property covered by the Declaration. F. The parties now wish to further amend the Declaration as outlined below which shall be effective from and after the date Costco acquires title to Building Areas 5 and 6 THEREFORE: 1. New Site Plan The site plan attached hereto as Exhibit C is hereby approved and substituted for the site plans attached as Exhibit C to the Declaration, the First Amendment and the Second Amendment. 2. Amended Section 3.3. Section 3.3 of the Declaration is hereby amended by deleting the words "except Building Area 6" contained in Section 3.3(i) on the last line of page 5, and in Section 3.3(ii) on the second line of page 6. Section 3.3 of the Declaration is further amended to provide that Costco shall have the right to allocate its Maximum Buildable Areas among Building Areas 5, 6, 7 and 8. 3. All Other Terms Remain The Same. To the extent not inconsistent with the foregoing, all of the terms and conditions of the Declaration, as previously amended by the First and Second Amendments, shall continue in full force and effect. DATED as of the day and year first set forth above 3RD AMENDMENT TO DECLARATION COSTCO WHOLESALE CORPORATION, a Washington corporation By: I: KNUTSEN LLC, a Washington limited liability company, successor to West Campus Square, a Washington joint venture, and successor to West Campus Square Limited Partnership, a Washington limited partnership B e J. utsen, Manager and Sole Mein r OD C., 0 0 0 M r O O O O N G. I JOE'S, INC., an Oregon Corporation By: Q- I � �) Its L rx- OFFICIAL SEAT_ STATE OF W INGTON ) 0 LANETTE C MOORE ss. NOTARY "Ur_OREGON Count of N EXPIRES N CE aBER 1 y ) Afl' CohAA�I551ON EXPIRES [7ECfA�ER �5, 20ool �,,., [}{� this a� day of r 1999, before me personally appeared !:�i-vV to me known to be the of the corporation that executed the within and 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/she/they was/were authorized to execute said Instrument and that the seal affixed thereto (if any) is the corporate seal of said corporation IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. 3RD AMENDMENT TO DECLARATION utv�t' R _sLA AIE-�t t C . —M a o R f- (printed name) Notary Public in and for the State of Wash'ngton Residing at. 5 `fie ett, u My Commission expires: IJ i5 -d0y-D STATE OF aft mare^►. ) j ss. County of P►cif.LE } On this � � day of Ofcfrr-ftoe- 1999, before me personally appeared R to me known to be the of the limited liability company that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company for the uses and purposes therein mentioned, and on oath stated that he/she/they was/were authorized to execute said instrument and that the seal affixed thereto (if any) is the seal of said limited liability company. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. NGiARY �'� 5'e r\ RT 8"O r {printed name} OF Notary Public in and for the y. pUBLIG �: State of L4469 m Vro►■ *�► Ilk "' "� 4r Residing at: , u•1 A LLAo M Commission expires: r►+► ��■WA ��� Y P -Z"j2-L-- STATE OF ) } ss. County of &239) 00 o On is day ofG#P�i 1 9 , be ore a personally appeared e kmw , to me known to be the U of the corporation M that executed the within and foregoing instrument, and acknowledffed 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/sheAhepwas/were authorized to execute said instrument cm and that the seal affixed thereto (if any) is the corporate seal of said corporation. 0 o IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal the C"i day and year first above written. {printed name} Notary Public in and for the State of Residing at: My Commission expires: 3RD AMENDMENT TO DECLARATION 4 -t- m N O O O 0 O 0 0 CV EXHIBIT "C" to Declaration of Covenants, Conditions, Easements, Restrictions and Reservations for Campus 5quaie I AB A [ ri1rU 1lrn 1•ill 9 l1 il•1:4N++Ip .[I 1 II [ 41i1, •fr11 r � � rr1111ltw�ari ! It111w' •Irllll ✓\ AACA 3 rl I gllrs•y 1[l:r r7.vr II 1 �1 i1w1111111 I'll dll 1 [ I OP 1 I} t r P INr 1„111011 >+11,1 qrF—A a 11.1 I i irnr 111 11 l 4T R %f[54�1�•l�INlil 1[ .1 I IIrrR'+ Illli51 �r1•'!!!l! S _ !1I11111• I ! -II lfl ii MR RUM D1 MAX ARFA 6VjLD1N1,- Ar��A 1 50,000 SF. 2 6,500 S.F. 3 4,000 S.F. 4 91500 S.F. 516 26,000 S.F. 7 56.000 S.F. 8 2.306 S.F. fTB COSTCO PARCEL w c.. 0 0 0 ¢) 0 c� 0 0 AFTER RECORDING, RETURN TO Foster Pepper & Shefelman PLLC 1111 Third Avenue, #3400 Seattle, WA 98101 ATTN- Kathleen S Sims 8000262 11) is Do DEVELOPER AND OWNER'S CONSENT AND PARTIAL AMENDMENT OF THE DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS, RESTRICTIONS AND RESERVATIONS FOR CAMPUS SQUARE GRANTORS KNUTSEN LLC, a Washington limited liability company GRANTEE. COSTCO WHOLESALE CORPORATION, a Washington corporation LEGAL DESCRIPTION- Portion of the vacated Plat of East Tacoma Central Addition "B," Vol. 4 of Plats, Page 43, records of King County, Washington Portions of Blocks 2 and 5-12, Vacated Plat of East Tacoma Central Addition "B,' Vol 4 of Plats, Page 43, records of King County, Washington TAX PARCEL NOS. 219260-0590-07, 219260-0290-00, 219260- 0570-01 AMENDMENT TO DOCUMENT 9010231412, 9407280653, 9411220561 and NOS. 20000113000284 This Developer and Owner's Consent and Partial Amendment (the "Agreement") concerning the Declaration of Covenants, Conditions, Easements, Restrictions and Re ervabons for Campus Square is made and entered into this day of Ju4V.y 2000. by and among COSTCO WHOLESALE CORPORATION, a Washington corporation ("Costco") and KNUTSEN LLC, a Washington limited inability company ("Knutsen"), bvxV'A-�t� % rl l 11 J 00UR �Y i+2copT]m ONLY L, ' VO LIA=TY R* VALH3'1'y #NDIOR AOCAjRAM ASSLNED SY FnM ANMUCAN -1- Trr E W!Hip"CE COWTAWY 1301h sam_Cwalr" nlwg'r4h0m(aslq) RECITALS A Costco and West Campus Square, a joint venture ("West Campus"), executed the Declaration as of October 23, 1990 and the Declaration was recorded under King County Recorder's No. 9010231412 (the "Declaration") B. West Campus and Costco et. a/ entered into an Amendment to the Declaration on October 28, 1993 and the Amendment was recorded under King County Recorder's No. 9407280653 (the "First Amendment"). C. West Campus and Costco et al. entered into a Second Amendment to the Declaration on November 22, 1994 and the Amendment was recorded under King County Recorder's Number 9411220561 ("Second Amendment") D Knutsen is the successor to West Campus Square's interest in that certain property which is the subject of the Declaration (the 'Center") E. Knutsen and Costco entered into that certain Purchase and Sale N Agreement ("purchase Agreement") dated October 29, 1999 pursuant to which, (o subject to the satisfaction of certain conditions, Costco will purchase an area of o the Center that Includes Building Areas 5 and 6. 0 F. Knutsen and Costco et al. entered into a Third Amendment to the Declaration on December 28, 1999, to be effective only from and after the date Costco acquires title to Building Areas 5 and 6 The Third Amendment was recorded under King County Recorder's Number 2000113000284 (the "Third Amendment") The Declaration as modified by the First Amendment, Second Amendment and Third Amendment shall collectively hereinafter be known as the Declaration. G. Knutsen anticipates selling its interest in the Center and In contemplation thereof wishes to execute this Agreement to memorialize certain agreements it has made In its capacity as Developer and Owner with Costco. The parties wish to record this Agreement in order to give any potential purchaser of Knutsen's interest record notice of such agreements and consents whether or not such agreements or consents were actually required under the Declaration H This Agreement shall be effective only from and after the date Costco acquires title to Building Areas 5 and 6. -2- {50114Af03—GW1aPed.W WrDeheee(a Jo) r-- r 0 n 0 CV I Terms used but not defined herein shall have the meaning given them in the Declaration -3- [J01 M161 Q1— CenmlF�e.l WUehnm (tmW), THEREFORE: 1 Amended Sectivri Q. Section 10 of the Declaration is hereby amended to include the following. Nothwithstanding any provision in this Declaration to the contrary, Knutsen as Owner and Developer hereby agrees that Costco shall have the right, at any time and from time to time, to alter, rearrange or relocate at its own cost and expense, any Improvements and Common Areas located on (a) the Special Costco Maintenance Area and (b) any property within the Center now owned or hereafter acquired by Costco provided, however, that the change does not (i) result in the loss of more than ten (10) parking stalls or (11) materially impair or diminish the easements granted herein or traffic circulation through the Common Areas 2, Buildinct Areas 5 and 6. Whether or not Developer and Owner's consent Is required pursuant to the Declaration, Knutsen hereby approves Costco's development plan for Building Areas 5 and 6 as shown on the plan attached hereto as Exhibit A (the "Development Plan") This Development Plan Is not to be confused with, or deemed to be an amendment to, the Maximum Buildable Areas as allocated on the Site Plan attached to the Third Amendment of the Declaration. 3. Approval to Access Changes. Whether or not Developer and cli Owner's consent Is required pursuant to the Declaration, Knutsen does hereby N confirm its consent, previously given to Costco, to construct a raised pork chop in o the intersection of Enchanted Parkway and the curb cut into the Center near the o Olive Garden which pork chop will preclude left turns from the Center to southbound Enchanted Parkway, all as shown on Exhibit A attached. 4. Sectign 3.1 Signs. Whether or not Developer and Owners consent is required pursuant to the Declaration prior to installation of new signage, Knutsen hereby approves the elevations and drawings for signage for Parcels 5 o and 6 attached hereto as Exhibit B and Exhibit C (collectively, the 'signage Plans"). Knutsen further agrees that Costco may amend the Signaga Plans as �desired in Gastco's reasonable discretion without requiring further consent from Developer or Owner to do so, provided such changes are approved, as required, by the City of Federal Way. S. $ e gUoU 3.4 Parkin Areas, Knutsen does hereby approve reconfiguration of the Parking Areas on Parcels A and B as shown on Exhibit A attached. -4- - ^ - CUUtl. UJD 5. ended ection 3 5 Section 3 5 of the Declaration Is hereby amended to include the following "Notes:thstanding the foregoing, Knutsen as Owner and Developer for itself and its successors and assigns agrees that Costco may display up to five (5) new vehicles on portions of the Common Areas located on Parcels A or 13, in a manner not to unreasonably interfere with customer parking 7 U ut iized Maximum Buildable Area Linder Section 3.3 of the Declaration, when any Building Area is not developed to its maximum, It results in surplus building rights (Surplus Budding Rights") The Developer (and, pursuant to the Third Amendment to this Declaration, Costco) is allowed to increase the Maximum Building Area of a parcel within the Center by application of the Surplus Building Rights to other Building Areas Knutsen, as Developer, is the owner of all Surplus Building Rights and has agreed under the Purchase Agreement to assign all such Surplus Building Rights to Costco at Closing 8, Consent Not to be Unreasonably Withheld Notwithstanding anything to the contrary in the Declarabon, including but not limited to Section 20, Knutsen as Developer and Owner, for itself and its successors and assigns, agrees that whenever Costco requests Developer or Owner's consent pursuant to the Declaration, including when its consent is required to modify or amend the Declaration, Knutsen shall not unreasonably withhold such consent. N Notwithstanding anything to the contrary in the Declaration, including but not C" , limited to Section 20, Costco agrees that whenever Knutsen, its successors and o assigns, requests its consent pursuant to the Declaration, Costco shall not unreasonably withhold such consent If a change in traffic circulation, access, «o the Site Plan, parking areas or the permitted use of the Center would have a material adverse affect on the Center, then withholding consent shall not be deemed unreasonable �9 All Other Terms Remain The Same To the extent not inconsistent o with the foregoing, all of the terms and conditions of the Declaration shall continue in full force and effect DATED as of the day and year first set forth above COSTCO WHOLESALE CORPORATION, a Washington corporation F I! By: -5- tso„ 0103-cozmTwffdV12Y/Mndmi�91 cv cn CV O Q O m ti C=1 Its -\4�- KNUTSEN LLC, a Washington limited liability company, successor to West Campus Square, a Washington joint venture, and successor to West Campus Square Limited Partnership, a Washington limited prship ���l By &.'�� Ftp6e?tJ KmWenilmaniiigw and Sole Member [SDI9"GKm _CmmN,&nj WydM U3 (rn ,I)] 'u co CV C] O CS c- cz3 CV STATE OF WASHINGTON County of Pierce-10 } On this '. day of UC— 2000, before me personally appeared ROBERT J KNUTSEN, to me known to be the Manager and Sale Member of KNUTSEN LLC, the limited liability company that executed the within and foregoing Instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute said instrument and that the seal affixed thereto (if any) is the corporate seal of said limited liability company IN WITNESS WHEREOF. I have hereunto set my hand and affixed my official seal the day and year first above written J. F ioT" : �! -�� fL+aWY Pnnl arsump N3mc olNn�rY1 g —•�� Notary public in and f% the Stag of rr��,, PIJBLEG Washington, residing at Lu ,it � u r `rfro My appointment expires 2 i S !4 JIM"" 01 — C—Jftjvw %'nftj'.0j ("dD) 7- CV CD CV `.1 Q O CX3 t—� v O 0 N STATE OF WASHINGTON } County of King On this 1 day of 2000, before e e ovalla geared to Me kn to ,be the � of OSTCO WHOLESALE CORPORATION, the corporation that exequt9d the within and 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/she/they was/were authorized to execute said Instrument and that the seal affixed thereto ([f any) is the corporate seal of said limited liability company IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written 7 ;C• = (S�iureOfNowryj • 4 t] i1a /� F ;U 4,1 (Legtbly Prlrt or Stamp Name or Notary) Notary public In and for the Stater of Washington, residing at G�4 My appointment expires [Se110�6i OS—[wim.?ederol WpiDeAnm (emwl)] ivy CV CM CV O a C1 O O Exhibit "A" 16TH AVENUE SOUTH ~ f -c.. t� � i, t•L 1 4 4 :T= t i Z. C7 U � o 4 G; ilil•I" 1 •i' Of N eq N #}`sFFi( + till 6076 ti,ti •..n na.wa w.,. �-- ` r'" �i/i� '� ` ca" amm r4 �� COHICO WMOL[liALE OA/ QTAl10N ApOrtpN 7S1W 6NCJ(AMEO /ANaMAr s 2m LAOM Op" FTdX4%AL WO WAWAWWCU 24= ;1. • tio-.� +•+� �•rw w.,. MADUAR WASOOM ROM LOCATION 9 61 I Exhibit " B" F:Yhihit "(C" iji= ill j"j 51 lit4if lei G 0 O G c7 (V I.. 20000925000332 FIRST AMERICAN DECL 16.00 PAGE 00[ of 005 0B/25/2000 01i.37 KING COUNTV , UA AFTER $ECMINC MAIL TO: Name I����AA�ra► t� I Address ` 1 � r�tJ� V�,:3gob City/State C W-ff—(, LU A '99-fo l Document Title(s): (or transactions contained therein) I- T--" 1 -h of��wr rs.>+n-4• '", `F1�t lie. r —[ �►� �-� �lev�cj.�s � Cor•.c1.� `3►-Y � c_ ci n 5 .s c�� vt uni C�u n a t• d i� s vet rt r Cn Reference Number(s) of Documents assigned or released: 0 ul) cv rn r� 0 CV ❑ Additional numbers on page of document Grantor(s): (Last name first, then first name and initials) L K n,'-�,n t L L C, 2. (� Z --L:C, M C_ 3.Cc,- 4 �rb L�sLtvltilQ, Cc,� 5. ❑ Additional names on page of document Grantee(s). (Last name first, then first name and initials) 1. l C.,LL 2. L)3 �GPtS -:1::-*1C- 3.lv4.f���cil4 c ��c {P 4. 0 5. ❑ Additional names on page of document FirstAmerican Title Insurance Company XJRMY RECORDS ONLY N ) L1ABHM FOR VAUDrtY A) DM :CURACY ASSUMED BY Ftll1<r Ali MOAN T1 F fNS'tRANCF COMPANY (this space for true t ompany use only) Abbreviated Legal Description as follows: (i a lot/block/plat or section/township/range/quarter/quarter) ❑ Complete legal description is on page of document Assessor's Property Tax Parcel / Account Number(s): WA-1 NOTE. The auditor/recorder will rely on the information on the form The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein AFTER RECORDING, RETURN TO Foster Pepper & Shefelman PLLC 1111 Third Avenue, #3400 Seattle, WA 98101 ATTN Kathleen S Sims FOURTH AMENDMENT TO THE DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS, RESTRICTIONS AND RESERVATIONS FOR CAMPUS SQUARE GRANTORS KNUTSEN LLC, a Washington limited liability company G I JOE'S INC , an Oregon corporation COSTCO WHOLESALE CORPORATION, a Washington corporation ♦V m GRANTEE Portion of the vacated Plat of East Tacoma cz Central Addition "B," Vol 4 of Plats, Page 43, records of King County, Washington LEGAL DESCRIPTION Portions of Blocks 2 and 5-12, Vacated Plat of East Tacoma Central Addition "B," Vol 4 of Plats, Page 43, records of King County, Washington V TAX PARCEL NOS 219260-0590-07; 219260-0290-00, 219260- 0570-01 AMENDMENT TO DOCUMENT 9010231412, 9407280653, 9411220561 and NOS 20000113000284 This Fourth Amendment (the "Fourth Amendment") to the Declaration of Covenants, Conditions, Easements, Restrictions and Reservations or Campus Square (the "Declaration") is made and entered into this g day of 5 per, 2000, by and among COSTCO WHOLESALE CORPORATION, a Washington corporation ("Costco"), KNUTSEN LLC, a Washington limited liability company ("Knutsen") and G. I JOE'S, INC , an Oregon corporation ("G I Joe's") -1- [501977300: ] RECITALS A Costco and West Campus Square, a joint venture ("West Campus"), executed the Declaration as of October 23, 1990 and the Declaration was recorded under King County Recorder's No 9010231412 (the "Declaration") B West Campus, G I Joe's and Costco entered into an Amendment to the Declaration on October 28, 1993 and the Amendment was recorded under King County Recorder's No 9407280653 (the "First Amendment') C West Campus, G I Joe's and Costco entered into a Second Amendment to the Declaration on November 22, 1994 and the Amendment was recorded under King County Recorder's Number 9411220561 ("Second Amendment') D Knutsen is the successor to West Campus Square's interest in that certain property which is the subject of the Declaration (the "Center") E Knutsen and Costco entered into that certain Purchase and Sale Agreement ("Purchase Agreement") dated October 29, 1999 pursuant to which, subject to the satisfaction of certain conditions, Costco will purchase an area of the Center that includes Building Areas 5 and 6 F Knutsen, G I Joe's and Costco entered into a Third Amendment to the Declaration on December 28, 1999, to be effective only from and after the date Costco acquires title to Budding Areas 5 and 6 The Third Amendment was It-4 recorded under King County Recorder's Number 2000113000284 (the "Third Amendment") The Declaration as modified by the First Amendment, Second p Amendment and Third Amendment shall collectively hereinafter be known as the Cn 0 Declaration Lin N G The parties now wish to further amend the Declaration as outlined b below which shall be effective from and after the date Costco acquires title to Building Areas 5 and 6 0 � H Terms used but not defined herein shall have the meaning given them in the Declaration -2- 15019773o 02 1 CV 0 1 a a Cn 0 THEREFORE: 1 New Site Plan The site plan attached hereto as Exhibit C is hereby approved and substituted for the site plan attached as Exhibit C to the Declaration, First Amendment, Second Amendment and Third Amendment (the "New Site Plan") The parties further agree to not unreasonably withhold their consent should Costco request changes to the New Site Plan If a change to the New Site Plan would have a material adverse affect on the Center, their withholding consent shall not be deemed unreasonable 2 All Other Terms Remain The Same To the extent not inconsistent with the foregoing, all of the terms and conditions of the Declaration shall continue in full force and effect (5019777002 j DATED as of the day and year first set forth above COSTCO WHOLESALE CORPORATION, a Washington corporation By Its fit* Ass qrw 5= - KNUTSEN LLC, a Washington limited liability company, successor to West Campus Square, a Washington joint venture, and successor to West Campus Square Limited Partnership, a Washington limited partnership By t - Robert J n tsen, ager and Sole Member G I JOE'SS, INC , an Oregon corporation By 'hl - Q�� - Name Its --a -3- STATE OF WASHINGTON County of Pierce On this 2 -day of u�c���si , 2000, before me personally appeared ROBERT J KNUTSEN, to me known to be the Manager and Sole Member of KNUTSEN LLC, the limited liability company that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute said instrument and that the seal affixed thereto (if any) is the corporate seal of said limited iiabdity company IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written cv �► , f �{ M o r t1flTAf, F go rn t WAc-,��' L^ c 7 Cam: C (S1 alure of Notary) h -S afJN�-tAt (Legibly Pnnt or Stamp Name of Notary) Notary public in and for,7the State of Washington, residing at My appointment expires li t -4- (50197730 02 J STATE OF WASHINGTON County of King On this S day of , 2000, before a pensJ� nally appeared ,X � Gw , to me k own to be the I� of COSTCO WHOLESALE CORPORATION, the corporation that executed the within and 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/she/4hey was/wefe authorized to execute said instrument and that the seal affixed thereto ()f any) is the corporate seal of said limited liability company IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written %c. (Signature of Notary) `V t14TAIrr •~ (Legally Pnnt or Stamp Name of Notary) Notary public in and for he State of tat Washington, residing at a,� ►' My appointment expires '7- 7 oI -5- [50197730 0? i STATE OF OREGON County of ) On this day of 2000, before me personally appeared , to me kno n to be the CFO of G I J E'S, INC tATcoiporabon that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed C's of said corporation, for the uses and purposes therein mentioned, and on oath Cn CVI) stated that he/she/they was/were authorized to execute said instrument and that CZ) the seal affixed thereto (if any) is the corporate seal of said limited liability o company Cn IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Q official seal the day and year first above written C_J /1 o AAi-W,-L- cv (Slgnshve of NcUry) < (Legibly PnrftorStampNam otNotaM Notary public in and for the State of lAFesEli+�glerr, residing at3-1a Div My appointment expires W' 15 a CFFICK SEAL E OTE C A400FIEARY PUBLIC-0REQC w0 "MR� ND 060",PIN&0 DlC�i�ER ,s, 2000 -6- (50197710 021 d�4 m co O C? O Gt! m 0 [50LV"30021 Exhibit C cv m Cl) O C =. 0 Lr) cry 0 �7 U CV d � = =rn 1 EzZo 4 I fft�� T,F v, ry+f.e fan "" l rer n '^ — •.— e07e r _ _— ExNBR c I rfl f�ffl�l CAAP1199CUARE [ .r13 1r 1 EXI+1 t ww i �. , I Ff:DENAL WAY WASHP40TON G7 n After recording, return to: Ed W;erd W. Ifuhrau, Esq. Perkins Cole 1201 Third Avenue, 40th Float - Seattle, Washington 98101-',099 WIOl 23 411426 IA RECD F 19.00 Rai£ 2.0O CRSHSL-—*21.00 SHORT rORX LIUM This Short Form Lease is made and entered into by and t; Q between WEST CMIPM SQUIRE, a Washington joint venture 5,v — ("Landlord"), and G.I. JOYS, INC an Oregon corporation r[•Tenant`], with reference to the following facts; A. Landlord is the ormer of good and marketable fee simple title in and to certain real property ('Landlord's Property') situated in Federal Way, HiM County, washixgton, being more particularly described in IQLBrT A attached hereto and made a part hereof, upon which Landlord"s property, to - real real property over which Landlord gether with certain adjac t^ has or will have reciprocal rights of use, Landlord inLaridtexoto develop a shopping canter (the 'Shopping Centex') substan- N tially as described on the current site plan attached hereto "I" as EXHIBIT B and made a part hereof (the "Site Plan'). cr) B. Landlord intends to construct upon a certain portion O of the landlord's property, as outlined in red on the site O plan (the Land"), a certain building containing a floor area M of approxiYately $7,158 square feet (the "Building, or the "Leased premises"), �y C• The Parties hereto entered into a L ace {"Long Para V Lease•) dated as of June 23. 1989 and amended as of .Tune 22, 1990 and October 5, 1990 for the lease Of the Leased premises together with the right to use the cowman areas Of the Shop- ping Center described in MWBIT C attached berete and wade a part hereof pursaant to the terms of a certain Declaration of ` Covenants, Conditions and Rsstrietions with Reservations of v Easements for CaRpua Square between Landlord and Costce WbOle- sale Corporation dated oC70= 23 1990 and recorded under King Cowxty Record nq its. Meclaration,)- SHORT FORK LEASE Page 1 100090-000CA "02M.06e1-2 2anom • M NOW. THEREFORE, for good and valuable consideration, the parties hereby agree as follows: 1� Landlord has leased and does hereby lease to Tenant, and Tenant has leased and does hereby lease from Landlord, the Building, together with the right to use in conjunction with others the common areas of the shopping center, including the immediately adjoining sidewalk in front of the Building and the loading dock and trash compactor areas adjacent to or used in connection with the Building, in order to operate in the Leased Premises a G.I. Joe's general merchandising store. 2. The parties hereto are entering into this Short Form Lease for the purpose of incorporating the terms and condi- tions of the Long Form Lease and for the purpose of recording a lease of the Leased Premises to give notice of the terms of this Short Form Lease and the Lang Form Lease. The Long Form Lease and all the terms and conditions thereof are by this reference fully incorporated herein and made a part hereof in all respects as if fully set forth herein (the Long Form Lease and this Short Fora Lease being collectively referred to herein as the 'Lease"). The Long Form tease and Short Form Lease shall be construed to be one lease; provided, that in Nthe event there is any conflict between the terms and condi- tions of the Long Form Lease and the Short Form Lease, the (V") Long Form Lease shall prevail. Np 3. The term of the Lease shall be thirty (30) years, O subject to an option in favor of Tenant to extend the tern for four additional periods of ten (10) yaars each, in accordance with the provisions of the Long Form Lease. 4. Tenant is hereby declared and acknowledged to be a Major Occupant of the Shopping center as that term is used in the Declaration. 5. Landlord hereby assigns to Tenant forty-five (15i) percent of Landlard'r voting power under Section 10 of the Declaration, which it equal to twenty-Gna and fifty-four hundredths percent (21.54%) of the tatxl voting power under section 10 of the Declaration. 6. Additional and supplemental terms, conditions, covenants and agreements pertaining to the Leased Premises are set forth in the Long Form Lease, executed copies of which shall be retained by Landlord and by Tenant to exhibit to any person having lawful right to knowledge of the details SHORT FORM LEASE Page 2 �OOOoo- DMIUWi11 AW-1 SAM/M x _ 32XIO 0 0 thereof, including, without limitation, any and all pur- chasers, prospective purchasers, lenders, prospective lenders and title insurance companies. /? L DATED this of D( day of (/G1U E , 1990. landlord: WEST CAMPUS SQUARE, a Washington joint venture By Armada/West Campus, Inc., General Partner By ..`t IthJ�i3r'�1f�a:sT� Tenant: L.D G.I. JOE'S, INC., an Oregon corporation CNJ O By J 0, Cn Its STATE OF WASHINGTON ] ) as. COUNTY OF KING j On this eo& day of +r 1990, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared C aL, to me known to be the person who signed as of ARMADA/WEST CAMPUS, INC., the corporation acting as General Partner of WEST CAMPUS SQUARE (nJoint Venture•), the Washing- ton joint venture that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation as General Partner of the Jaint Venture and of tho Joint Venture for the SNORT FORK LEASE Page 3 r00000-aooaia+omm.asn-t uimno Fes. 77 1 3sc��a 1.1 • m uses and purposes therein mentioned, and on oath staters that he was duly elected, qualified and acting as said offices of the corporation and that he was authorized to execute the said instrument on behalf of the corporation, that the seal af- fixed, if any, is the corporate seal of the corporation, and that the corporation was authorized to execute said insttLraent on behalf of the 30int Venture. IN WrTNFS5 NRERREOF I have hereunto set ey hand and offi- cial seal the day and year first above written. ..y''¢ . NOTARY PUBLIC zn and for State of Washington, res -•o ` `_ at w My Appointment Em es: IT� =q: 4aNn.. f�7oyeqq•.� / , STATE OF � ss. N � cousTr oFiB-GmL%_kA *j ) CD on this It day of October, 1990, before me, the under- signed, a Rotary Public in and for the State of Uasilag%9 pfeys_ duly ssioned and sworn, psrvanally appeared I - '"a c, a r. to me known to be the person whb signed as�rc asw..cr of G.I. joys, INC., the corporation t executed the Within and foregoing i—tru—nt, and scam wledged said instrument to Ee the free and voluntary act and deed of said corporation for the uses and purposes therein mmtioned, and on oath stated that he was duly elected, qualified and acting as said officer of the corporation to execute said inst umexEt and that the seal affixed, if any, is the corporate seal of said corpora- tion. rK WITNESS L-ffERJDOF I have bereunto set my hand and offi- cial seal the day and year first above written. f Ito— NOMM PU9L1C an and for the �,,•a State of resid at �' G �- dl Ky Appoint"erst Efrplrw _ SHORT FORK LEASE page 4 �c0000-ocua.�+ana.oNrz ISIUM - -•mot-.' - � . -� ".F�= �^ . v ei � ..��- - a Q j I C-3 CV lwt O O 0 0 TEXT PORTION Of Till VACATED PUT OF EXit TACOMA 0172M ADDITION Ere AC mmc TO m na maw 1TCmm in DO m 4 or nm. PAR 47. b am CODYIT. amm", "I. GA. MCRIRED At mums CME71= M PRE SOOTRti " won or amOR 21, "Maw 21 Boa 4 "n" A.M.. ID am Cam.. WHIRCM; TE= Imm 10J4'or Naar as= m WMT Um OF "M SMIM100 494.44 TUT; TMENCL *aura af']s'u" na W.M MT TO TM EXir MARGIN Of lira AVOW RODH AM TRN nW POINT oP WCI�i TRiN 9 EOata E1075416" BUT 470.00 PONT; ISIXt NOOEiIt l'DE'1D' VaT 4p.lo PELT TO THE DOlt7a mmiS or mn 75IRD iTIEET; TRRDCi BONIN DI'71.41" On ALM EAM MORN >V1WN 470.29 rM .TO TM Un MARGIN OF IM AVE SCIM4 T DORta 1•34'M" LOT ALMG SAID UST MARGIN 444.71 Pict 10 m TSR POINT or TM MODE PAM OWTAM 219.452 2QOAPl PM OR 5.063 MM. ! - W u Q TTC=) VJ O 41 m JUT Milos OP M JACATKO PLAT Or PAST TACONA CKRKAL ADDITION *V. AODMl= TO TR Rai TWON PI=U M V 4OL#i 4 Or SATs, PACK 43, IN UK COONTF. WSHA:i /. WSCEM AK TOLA Ii COOEJCIN AT INE KOOTAi1KST COINM OF SEEMS 21, TOYKSEIt 21 RDVV, UM 4 LAST. N.N.. Is xm Cm.g. USUNGTOt; TPiM Nash 1'34'06' KA6T ALOMC THE NKST Lm or taro 6mlArnsloN 496.4s FKKI; umm mm P3'35114' RM 50.00 PKcr TO TPt nSI MASCIN OF 16M AVEOM MRS AM 20C TEM POINT OF BECIM; TNKMM MM 1'3f'Os' NASI &LOW SIO UST it11G2>t 112.29 nn TO AK AM tOINT TUOX; li[F= sOs3N 2'42'Lr LLSi AWN SAID KLIM f3.I6 Flit TO TU NOSSY Ili Or im % sL= u OF sm I7.K; Tomm AO91s 8*196155, taT ALm "D NM LINE &a USIK1L7 MLaW4T10M IlMMV A MUM ON "7.19 MT TO = IMMUT user-W-VAT Lm' OF llum KTATK SICNaI NO. 11 Tina mm 31'32.24' LIST ALONG PAID NO M 145.0 PUT TO AN ANCLK POINT ?EEO=; S� SOOTS 17.42.240 SM ALOMC SAD MANIN 57.44 12" TO A POINT SUCI NEW MM as,iii6' Pm no Iz TM POINT Q PANG■ TAm N0m arwir an 1107.61 Pm TO in TM POINT OP vcqu AZIr. = MOVE mcam P►sCM COUAM M.340 Sgun Pas aN 3.918 Acm. 1+ 2 6.1 la r v ►L6OmIlG 20 20 ma MOW tie IF vmm A O1 Rm, "a At, ill an CONn. 1145RIliCfolt. InCRI # AS lO IMS COtrlm= m 7L emmm Wm* At i mom 21. mm it um i fist. \.lE.. a Zm Cap=. Usgucm; t>R=i am= 1,341 " im mm m wm un or "" smmszw 406.66 ft tl IMM Mn 1e•33'IL* 9W $O.0 nU tO W MR X/1= R I= AVOW W=; ISM WM 103POr tilt A'UW IM am 1{i>eM In.= m= = Y O= 10129cm; 1 am ra,i ' OUT At= &Up iso= ".16 ma w Tit Mau Lim M in 9. mm 11 Or Sm MAT Alb lK UM I0 fi O! 1lGC1fl<lW =C= COltt-G aoRTll rU'11" BUT W36' U` UU ALM UID ■ WE n.0 flit S tt WMW ■ilM W UM CAFE iiC"T 300.. 1�ttaNN POIILORKc Alm IMKA=l leg W26906 IIV.N ntTl e�OISI OI'25'5/0 am 23.00 OQII cart ri'f1'I/0 tiff tu.N flat in w !ormunow MR ?am or tm COlrritia lion W RM Ow ULWWW � M CWR =0= W. wiLm�yole; 7mca mm waGesp ills'! "7.19 Pm iO rim nm f m w m DOLL StNu '.I fAwu cm, 3"A" OPM mm a •.19ACM. i r _ O f r _ O f 0 MWIBIT B e N a 09vin N TEAT P"7109 OF TM ■ACATID PLAT Of LAST T"ma CSiRSAL ADDITION "Sw. � A='Wl1C To T= FEAT TMW MOMlLD 1N TMW 4 Of NAYS. FAGS 43. Ir Ili; CDMI, ULSMaTU. Msausm AS F1TI.nat oftmm AT TM sounNM =am W STCIIGR 31, I ! 21 EM um , •Ter, V-W.. IN am C=I. YASUKTW; >fJ M 1'34'Or UST "= TT; MT UK OF UID SMI►ISIOi 496." MT. imLl SOOTS 8*03311SM TAn 50.00 F!"AT TO Tit LAST KMM OF 1611 AM= SOM AID TNC Um lair or ; N] MTSWE1 •1iAR= ,RRW; �7 nu To is MOM Of`SW1t 3SM TM= Y p']M=S7.20 {t'SZ -" alarc tuD NORTg iARCIi 470_79 r1xT To zz UST ArAicls a[ IfiS AVEM soots; 0 70MM == 1.36'06" LAST At= SAID na o4s= 4".11 FSST TO M TIM Pot" of SEMMKM. cr) TW AIM PALM CORMM 219,652 SQUIZ Rr OR 5.063 A=$. f4" ••� • L� f• yam$ •.. --I .J 1_-j O TUT MUO1 Or TU TACATED flit Or un TACOLLa CLDILL aDDITIOD -1". A=DDac to Tu na IDA M IEDDDDm a I%= A or nAno Not 0, a tar, Cori. wsEnlaw. ltSCLLUM as POUMM: AT IN MVii= Conn OT RCI10 21. TDiMSM 2I MM, DADA 4 n=. 9-M.. ID T<M COOM. II05131 , 1 L OWN MOW Un ALDTC TlE , UM LIM a SAID SMIMION 494.66 MT; S»Y own p'33.16' SM 3O.0D IErr TO Ia XLST r&t= Or 16TD ►►&= SM ADD TW TIM roM OF 1OC1>�C; 7WOM DlrlttTi 1"]4'Or rift ATM MW DAST HAD= 112.21 MMT TO AS AMU MINT TED= DIORTD 242' 120 SASt ■ M SAID NADCID 95.16' P= 7D In i. DCMSD WE or LDT S. DIAL It OF SAID PUT: 2i MOM q'2a'SS" I45T ALLY, 11ID mm LIDS as ZAn= 2mLdT moff TD =W A IDIMUM Ot "7.19 SECT' TO WE LiESITM RX=64f-UT UM of FAD= SUM 1ICTW W. Il TW= SO7ID 31'32'2A" rAST ALM SM MAW= 143.14 Mt Ta M ASMt PC= 2l ; TIMM ' .� RM 17'42'240 tM ALOW MD KAMM IT." MT TO A aIn mUC= MEW niEtllt SS'75'14' RASt FM Ta OF aCDMKM; T>rarrc DDRID DD'wiv war 1107.61 FM TO TW Tan !' M Ot Dom. � TW ADM D MMM VAi M Cp IAA UD,M MUM r OR i.@N MW. to v in 0 TUT FORTIOL Or TU ■AfATir FIAT Or Un TACWA CU=n AAbMM us- AMM ING TO TR tw tso=mr 1moolpoEs im mm 4 Or nm. rm 43. TL Am; CMrT. OLUI ". M MaaM As ra1WMj E%md0.' cm AT TE coma w U=m 21, Tow4atr 21 am. nom 4 Last, Y.i.. If IJM COUM, iAS7I�.` M- ME= Wn 1"34'Cr 2M AUM M MT LIM OF Fain iMMSIffi 4%.66 rrar; MM ■ M ■i'33'166 LATr 50.00 MET To Tif LAST XACM Or 141A &"m am=; Tm am 1'3z'OE• mast A= SAGO EM mum 112.28 MET Ta An Am= Pall! TE ; Tom Sam 2►42.1v XM ALM =AID MAWR 95.is MET TD ZM � I= Or Wr S. KM 11 nF "M RAT AXD M TWZ TOarr AI 1rGTSA16: 71mi x CMIM lC Yu�slr 2642`L7. LAST ALMC SAGO YAlOIr 4 _!0 FM 20 AL ANCLL POM TIM M; TEMM LoM 15'36' l t' LAST At M $AIL 1 UZU 20.62 gar Ta Ti Born x *AEcn or Yx n lam IS; T7 m ALOW Sao NAM= Al0 sowmmnmx MAN= OF rfDWW ■rAls N lIGWAT MO. 1 M FaRLaux Cwms Am litux=- � SM, 8E'24106" EAST LMN FW; ow 0I'35.54" am 25.w I ��j" sppYg f7'H'IQ iAS'! }77.33 rRET; warn 31.32'24" Last 30136 rill TO m swMAsum coo= ar Tw MmL or LM CONVEM rim TM lirAilE or EA3'17 =m w I= COMMT �. $712240520; 2 CZ RTl "'26'33" Mii "7.15 FM TO TU TIM rp1AT of =imam. THE Awn 1rsc&'M FARM cmrAm 363.0" SW, mr (a s.33s Aam. foldu4saw A-s r " T amp t - i 1 SORT PORTIox O7 m ■ACAUO PLR Cr un TAcan GIOFmL A>T Mae S.. rCI=aim RS Par+r� 4 FYI 14"ff P*LG7 t Cr rI=. no 43. m um . arscR.Ila� AS ror,Lc�s: [Oomelrc Ar TM wurm [sr Cn = Cr Kell r 21, l 21 OWN. AM 4 RASP, U-N, IR Km cmz. 4u[lrfii; == I'3A'R+ W yUM IV SCSI LIIE Or $AID IMIVURW 06.66 Par: MUZ ROM iN33'Ii' RAST 7O.iC 44To TEE rAn Wulff or 16TR AVEFA 7o OO rm T6 THE rlax rGin or : s iaaa /i'�'u- wr :s* �OCL OCrflrpTiC d0l,Ie W*35`I60 Zan 637.#t r= TO It U "'T Ulm Or fillW ST►n lumm7 W. I; TRM S lr' w "'a (r7 YCSURLI WCIR 322.36 rM Td Az Ault po"m Tom; IRS SOSi I3'SE'06• MIST ALM iAIC HMrMT MWU I67.17 O r'idT To 'Im � =GtYr17 ism E7RJ! , rz cx Owl it'311410 mur At= rAm I== 4! riET TO A POlirr waici sr.A;3 i4PIi 702.4p �j 1.28 i�Lir ripO IR OLGIRrIRC; TMCZ SOR" I'2a'Ii' EAST 4,19 w rzrr IO Tm 1'CIR Cr wGtmamC. In "a POUR -w !� "M PAIML CMITIL c 328,385 SQD= My Ce 7.343 ACM - ... - .. . HLLU tof Recud at R uesi of 3 3v ::a A i This Indemnity Agreement is made this 1-�h day of n, 1-1 , 1993, by WEST CAWUS SQUM JOINT VENTURE, a Washingta�n general partnership ("Indemnitor'), for the benefit of the city of Federal Way (•Indemnitee'). In connection with the development of certain real property and the impxove�"ts thereon and in rights -of -way adjacent thereto, commonly known as the Campus Square Shopping Center, City of Federal Way, County of Ring, state of Washington and legally described on Exhibit A attached hereto and incorporated herein by this reference the "Prop erty'), party') , by the indeanitor, the Indemnitor constructed a rock wall in S. 352nd Street right-of-way adjacent to the southerly+ portion of the property. sum rock wall may not j conform to the applicable ordinances of either Ring County- or !j9 ,--3 Indemnitee. Indemnitor hereby agrees to indemnify, defend (with l 'r counsel reasonably acceptable to Indemnitee and at Indelmitor's j) sole cost), and hold Indemnitee and I:demritee-s employees, agents, volunteers, and attorneys, free and harmless from and against all losses, liabilities, obligations, penalties, claims, litigation, demands, defenses, costs, judgments, snits, proceedings, damages (including consequential damages), disbursements or expenses of any kind or nature whatsoever (including attorneys- and experts- fees and disbursements and expenses incurred in investigating, defending against or prosecuting any litigation, claim or proceeding and on appeal) which may at any time be imposed upon, incurred by or asserted or awarded against Indemnitee or any of then in connection in in with or arising from or out of the rock wall in South 352nd street right-of-vay, as long as the rock wall remains in the right-of-way. W Indemnitor and its successors and assigns further waive, release and agree not to make any claim or bring any cost recovery action against Indemnitee relating to the ongoing development of the Property notwithstanding such nonconformance of the rock wall. g ORIGINAL 1 - t The parties have participated and had an equal opportunity to participate in the drafting of this Agreement. No ambiguity shall - be construed against any party based upon a claim that the .party drafted the aaebiguous language. IN WITNESS WHEREOF, this Indemnity Agreement has been executed this /3 �h day of +---.L- 1993. WEST CAWPUS SQUARE JOINT VENTURE, . a Washington General Partnership By: ARPUZAIWEST CAMPUS, INC. General Parts By. 1 J. M. La Its pkvrsident N STATE OF WASHINGTON ) C .i ) SS. COUNTY OF RING ) I certify that I know or have satisfactory evidence that J. W. logerquist as President of Armada.tWest Campus, Inc., to me known to tic the gcnerai partner of WEST CAMPUS SQUARE J0=r VERTURE, a Washington general partnership, signed this instrument and acknowledged said instrument to be the free and voluntary act and _ deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute 1, said instrument - WITNESS my hand and official seal hereto affixed o64yz,:iy f 3 1993- CT�� l 1� in and for the �1 x to of Washington- Myapvo;m.n.,c expires6 Janzc C. McNabb _ TT . �3 MAMMEsvnwvnv.WAL C k J • After recording, return to: Carolyn A. Lake City Attorney ' City of Federal flay 33530 1st flay So. ' Federal Way, WA 98003 i I F t a - � 1 ' i EXHIBIT A DESCRIP=2NN- (Page 1 of 4) THAT PDR'ION OF TF:_ VACATED PLAT OF 1ST TACONA CENTRAL AMI-t-- -8-. 1:"`=-=NG T 'E PIA! THEREOF RMRDM IN VOLLKE: 4 DF PLAT4, PAGE 43. J: A:NZ; Co;,I.TY• WASHINGTON. DESCRIBED AS FOLLOWS: COMENCING AT :l.E SOUTHWEST CORNER OF SECTION 21, TOWNSMI► 74 NORTH. RANGE 4 EAST, W.M. IN RING COUNTT, WASHINGTON: TNCNfT NORTH 1.34'00- EAST ALONG THE WEST LINE OF SAID SUBDIVISI^W 496.66 FEET; THENCE SOUTH 58, 35'16' FAST 50.00 FEET TO THE FAST MARGIN OF 16TH AVENUE SOUTH; THENCE NORTH D1.14.04' FAST AIM: SAID EAST MRGIN 36.00 FEET TO THE IRpE1NL4F THENCE CONTINUING NORTH 2-34-00• FAST ALONG SAID EAST HANGl■ 76.28 FEET 70 AN ANGLE POINT THEREIN; THENCE ROM 2.42-12" EAR ALONG SAID RRRGIN 49.33 FEET; !HENCE SOUTH 06•35'16' EAST 34.41 FEET: THENCE SOUTH D7.06.14- NEST 7.50 FEET; THENCE SOVTN /6.57 .42' EAST 157.16 FEET; THENCE SOUTH 01 24'44' WEST ]1.11 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 50.00 FEET; THENCE SOUTHERLY 15.93 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16•05'15-; THENCE SOUTH 19'39'49- WEST 74_35 FEET TO A POINT WHICH BEARS SOUTH 86.35'16- EAST FROR THE TRUE POINT OF BEGINNING; THENCE NORTH 96.75'16' VEST 162_94 FEET TO THE TRUE POINT OF BEGINNING_ ll7 C\i � N :r DFSfRI PT1ON• THAT IORT20N of THE VACATFO PLAT OF FAST TACUMA CENTRAL ADDITION -V, ACCORDING TO THE PLAT THENA]F RECORDED EN VOLAM ■ OF PLATS. PNGE 41, IN RING COMM, WASRUHroip, DESCRIBED AS FOLLOWS: - corm fCIRO AT THE SOUTHWEST CORNER OF SECTION 21. TOWNSHIP 21 WORTH. RANGE 4 FAST. V.N., IN ICING Coto=I NASRINGTOM; THENCE WOR1'M 1'34'00' EAST ALONG THE WEST LINE OF SAID SUBDIVISION 496.65 FEET; THF7ECE SOUTH ■6.35.16' EAST 5C.r FEET TO THE EAST FARGIN OF 16TR AVCWUE SOUTH AND THE Tg PUCNT OF_BTiG gum: TKXM7C NORTH I-34.09' EAST 16.]0 FELT ALONG SAID FAST MARGIN 70 A POINT N}7IEI0AFTER RETERAED TO AS POINT -RI. THENCE CONTIND131G OWN 1.14'0i- EAST ALONG SAIO FArt NANGIN 76.211 FECF To AN AN= _ POINT TNEREp1: "CF NORTH 2142'12' FAST ALONG SAID MARGIN 95. 16 FEET TO THE N0RT6 LINE OF LOT 5. BLOCK "OF SATO PLAT; THENCE • WORTH 02'39'01- EArT ALOPC SAID MARGIN 409.90 FEES TO AN ANGLE •i POINT TREVEON; TNERCE ND;rM 15-36.10' EAST ALONG SAID MARGIN 70.62 FELT TO TIE SOUTNERLI RARGIN OF STATE ROM 19; TNE%CE ALONG SAID MARGFN ARO SOUTHWESTERLY HANGIN OF PRIMARY STATE WIGMWAF HD. 1. THE F'DLLowSMG COMM ARO DITANCES: r--_ Sown 40.24'06- EAST, 127.9/ FEET; NORTH 01•75'5l• FAST. 25.00 FEET; 50OTR 43-24•06- EAST. 700.00 FELT: SOUTH 67.14.16, FAST, _ ' 1T3.51 FEEL': !'Men SOUTH 21.72'24" FAST ALONG SAID MARGIN 527.60 17'4i'24- FAST ALONG FT].T TO AN ANGLE. POINT THEREON, ': JCL SOV*' SAID MANGlM 87.44 FEET' TO A POIK- WHICH BEARS SOUTH - EAST MR THt TMOE POINT OF BEGINNING: THENCE NORTH 08.75'16' ,L WEST 1107.61 FEET TO THE TRUE POINT OF BT_6INNING. y ,= THAT PORTION THEREOF DESCRIBED AS FOLLOWS: t BEGINNING RT P032r. 'A' DESCRIBED ABOVE, THENCE NORTH L-74'00" EAST ALONG SAID EAST MARCFN 16.20 FEET TO AN ANGLE POINT THEREIN: FF" lwrr t NOHFH 2-11i'll' FAST AIO1tG SAID HARGFN 44.73 FEET; TNdCE _ - SOUTH 14.7'L'f6- tAST 14.47 FtET; THENCE aOUTH OI.06'16- WEST 7.So F ►EET: TNENCL r '^ 06'S3'41• EAST 253.14 FEET; THENCE SOUTH Ol'i4.44' WEST 77.3A P'-T TO THE PEG1NMEfG OF A CLRVC CONCAVE TO TN£ NTST RAVING A RADlo. - -01 CD TREY: THENCE S31.TNrRLY IS-92 • -WTNAL ANGLE OF l/•OS'2S-: - FEET ALONG SAID CURVE YRRO-, THENCC Sam i9-79'47- VEST 24.15 +4• T2 A PC -VT xgICN LEARN • SODTN 40•li'3s EAST IRDff THE TR:C PO:N� • 0E61NNING; TNCNCE vd0wTN 40'7S116- WEST 162.94 fEET TO THE TP1'C K "v OF BEf, lNG. J< f i a 4 1. # I EXHIBIT A (Page 2 of 9) JUAt POiT10/ LP TIM 9ACMD PLAT OFCi A CMUL IBIS. Avurnos 3 l: -s-, ACCOWIM To M 1LkT TpWnW REM&= jig /OL KM CMM. V SKMCM. MCLISEO AS FbiTM-- CU*MCri1C AT TW MrMjC5T CDOM of SZOICE U. TOURMI? 21 1(i R- 0= + n ■AST. VAL. IN WIM t[11�L=. �scTco- MM 1'31'06" WT AUM THE W= LIE QI• SA3M SOFDI1s UM a96." fist; Tana SOM 98'35 1i RAW 50.00 ^J fEhT TO 7E EAST sYA1tFIR Of 16TR AVEM St00TE Ate! Tw TEE Ii1I!a SM m; T 470.00 TM- IE7lCt S00'Ie 1025,190 ESt 467_;0 J¢ 50diY i3'35'li` ^ecs FM !0 UE UM o=IA or SW= 35M SI=t; !8'31'41' ES[ T AID". SM gDW MAN7! i70.79 7= T'0 1'E fist WAMN Of 16M AfF M iLi1If; 9 NOUR 1'3i'0E" ?,4sT 6LOrG SAID %= XAMM 466.71 FM TO a TAT M Af09E fARM CWTAIRS 219.652 SWU I"= a 5.063 ACMS. I EXHIBIT A (Page 3 of 4) Part 4, Parcel JUT- PORTION OF TIE VACATED FIAT OF. EAST T►COW CRNTRAL ADDITION 'R'. ApODRDIVC To Tm sAT TEREOB RRCONDFD IN wow 4 of PLATS. PAGR 43. 1H mc COUM. OASMICTON, DESCRIEED AS POLLORS: CpM0:3LIRG AT THE SOUTM:EST MUM OF SZMON 21. iONlSH111 21 HDRTH. RAECE 4 Mr. V.V.. IN [IDG COEM. R4SMIM;TW; TBENCZ MOM I'34'OR' FIST ALONG TOE WEST LINE OF SAID SOIOIVISION 496.66 FIxT; Tir'7f3• SOOM U'35.16' BAST 5D.O0 FEET 10 TL PAST HAWN OF Ifin AVENUE sOOa; T® SOUTH Ee'351161 RM 470.00 PELT TO ma TIRE POW OF 1£GIi9IPG; TB®ICE CONFIWTM 5001V E6'35.16' UST 637.61 FEET TO THE NPSTIM IICIM-W- � VAT LIM OF PAIRM STATE �GIMAT DD. l; T� S00iI 17'42'24' EAST AIM •Ny- SAID VESTERLT VARGII 322.56 PRLT TO AN ARM POINT TMWOM; TmR SOUlH 13'58106' VEST ALM WD V65TERLT HAWN 167.17 PLR 10 THE 11 M MAKIN OF T SOON 352E SIRENT; 11RHR ROM E'31'41' HEST ALM SAID MMY MANGDF 307.40 FEET TO A POINT VRICH SEARS SOUTH 1'28'19 VEST FRO11 TIE TRUE POINT OF T E AEGIRFICC; 2NCE FORTH 1'26'19" EAST 667.20 FEET To TVE TIM POINT of RWTMFM. TE ASM P►RCM OONTAIMS 328.595 SWIM PELT OR 7.543 ACM. Y 32AI[i o EXHIBIT A (Page 4 IF 4) �_-- j 17F! IIIif! 1 1 111 i lil :kill It ' fill? Q ,[i�lnniu�llllill I gut i11 U � �- �7I i �i! i 11i — F.:cl:t I ++ws•i!r t fli! I,. � ��.�..y - jai•lllilfl•�•Illllt;f}1111<�'r!!k1 `4f .: F !I rrs_e111111-i1 I -II 1 -i1 i r I I ill, 1.1 r 111 I M1•! — i`! fly lllllM 111IEl11IE��1L1EI�u••1}1[fl 1 ...r fir .:r ! .:fr �/F!drfrriilllll�?1111}!ll��+'IN�iiM!! i fElilLl`IJL[Ill�f illlll�l}(�rICLIIIiCII f .' ii it 1 i fr r 1 frl 1 �� 1liL 1i1iill il1�l1111 EI li, iilr•liEirll"1l1ii�} j . f 1 1 1 �1l1 1 if :n ur I I S !! '1 ! 11 1f r 1 IWI I I! 111 f >rf it rfirl[�}tlllll�iil[[iffi3l�l[}}Iill�sfrrNirl rI :III I lFfl III! 1 l I1 I :1 I 11l 1 Ilrrr;l(}LtJlClf((�i{[((I+r;IJINiS11EIW.9 l I ! 1 I Mir . SI .ff 11 IY1 1 � a•rt r ir: 'f•I'Ilr ffff� AVIFM - �KI ii1111 171 1il tl .II# 1 r � + � +•—•—•--------- .rr.v .•crn j � Rcc< 4e�.r+q wul i• :� .. .� ... - � : y� . ,_ U v a M e xM40RANDUM OF LEASE r Tots Memorandum of Lease is node this �1"Y day of Auguat, 1994, between WEST CAMPUS SQUARE, a washington oint vnazture w thereinafter referred to as "Landlord"), and CIPCUIT CITY MFE5, INC . a Virginia corporation (hereinafter referred to as "Tenant"). 0 W Y TX ESS ETB: Landlord and Tenant have entered into a Lease jibe "leeae") dated as of the data Hereof, vneraby landlord ha.a leased to w Tenant a portion of the real property {the 'Property ), located in the city of Federal Kay, King County, waahington. The le-4al deacr iption of the Property is set torth on j2j2jnit .1,-1' attached hereto and the Preaioes is the area labelled as "Circuit City" on LvjLjk t 9 attached hereto together with rights appurtenant thereto as more fully described in the Lease. Tna Lease contains additional provisions end rights appurtenant to ran the Property, gams of which are as fo,llowe: r. Tsxz. The term of term 1-ane ix for a period of twenty (20) years, co=encing on the Caxaenceaent Bata (as natahlished in the Lease). Tlsareaftur, Tenant baa tits right under tha Lease to ranev and extend tt"z,e tens: of the Lem3e for four (4) successive periods of five 45) YaaFII each - II. cl,�sive � e Riohts. So long as the Prenises are 8 used by Tenant {as opposed to any aosigrp� or sublessee of Tenant] for the Initial uses set forth in paragraph X 10, no other tenant or occupant Of the building areas designated as the "AdditiorA l Space" on Ighb1C b fi attached hereto or of Building Areas 2, 3 a. s ad s (as described in the peclaraticn of Coveranrs, Conditions, Zasesenta, Restrictions and Reservations for Campus, Square recorded under 9010231412. as amended by Amendment dated cetober 28, 1993) shall be entitled to sell or rant (or rant to own) televisions, stereos, 8 speakers, video recorders and players, c4os7nrter hardwara and software, antertaiaa.ant softvara, racords, gana cartridgas, vidan tape&, cassettes, compact discs, cellular talephonaa, rafrigarators, froazars, stevars, microwave ovens, vacuum cleaners, dishwashers and motor vehicle audio, stereo and telephone syatams, except that the foregoing exclusive shall not prohibit the s sale at each products (A) if such male is arr_illary to this slain business Seeing conducted by such tenant or occuWt and if the space used by such tana.nt or cacup4nt for the parpaaa or selling such prod4ctn doom not "c"d tiza greater of (1) 500 square feat or (2) le} of much terunt+s or occupant's floor axaa, test in r10 avant xuorm tbA-1 2,000 aquarm feat, and (a) by a tenant for its ansignaa Dr xlublssasa who will engage in substantially the aam* uso) to the extent such tanas7t is not prohibited from smiling such products uW*r the terim of a lesae in axiatence me of the data or this Lease and which im described on ZXbjbj±_L ettecirad to the Leese. Xotvithatanding the foregoing, Tenant acknovledgsa and agrees that Smllyvood Video, Dlockbunter Video or any comparable user that is primarily angaged in the video rental business (,Vidruo stare") shall be entitled to sell, rent and rent to axn rasput_nx software, video tapes, video game cartridges, casesttes and cDmp,,ict discs, provides that the Video store is norrally sallirg such itanx at its other Puget Sound locations prior to the Coaxenc*milt Date of the Lease, ITI. �rs• The cavwnants, conditions and mgr**mantM �.y made and entered into by th.a parties hereto exsall be p bindirq upon and inure to this baaefits of their C] respactiva heirs, aQministrrata", ex►cutors, C%T raprasantatIvan, successvra mid assigns. v4 XV. InYarperation..l}t All terse and conditions at vp the Lease are hereby inccrporated herein by reference as if fully ,set forth herein. V. Conflicts srj&b Lease. This r-dMarardsa at Lease is solely for notice and racardi g puzposts aad shall not be construed to alter sodify, expand, dsm4nfab Or suppkaunt the provisions of tha Vase. in the ev*nt of any inconsistency betwaan the provisions of this ti4M0rendum at Lease and the p-savisitms of the Lea"w the provisions or tha Lease %hall govsra. u IN WZTNZSS WHEM21, this iNaorardua of Lease has boon duly executad by the parties hereto as at the day and year first abova written. Attest [!litho*sj: r ST CAMPUS SOUARE, a Vashlrrgton joint venture BY: AMMAIWZ-T! CAMPUS, XNC. , a KaehirAton corporation, as Joint Venture By: J L pi At RO K t .i . XtIR}tgan r as Jaiat Vanturar CrRM71T CM SZORM■ ENC., a Virginia corporation Jay Title.• !I 6 0 ITATE OF 1ilL�:liIttCrCW y 1 ss. COiTh'TY OF ICZitG t On 'this day of (Ii;-+�-f'+.f , 149i, befv,te ae, tho uruterskgnsxi, a notary Public In anb tar tha Stets of xashington, duly c0=issi0n8d and sacra persa"aliy aPPW,1ted s&as fagsxqu"t, knr,.rr_ *o as to bee the Prasident of arm "[Woot CalzPya, zo'G•, a joint venturer of =ist C=mVUF D sgWLre, the joint venture ttaat executed the fcrergoinq instrT ent. 4M ,acXnc,rjedgf4 th" said lnscrsswnt tO be the free and voluntary act and deed of aai,d joint venture, fog t, r p4r3<�ses tb-erein aentioned, and On oath Rtatad that he waa authorized to execute slid inatrusant_ I certify that I knave or hhve satisfactory evide,-c that the Peraoa aErpearlrLg befarn me and making this acknowiedgrent is the Person whose tzn-te signature appftars an this dacuxant_ 1-uU d and afficiel seal h.sreto alfixad the day and �0t Y tficate above smitten. 41 C]r �+' MQT%+Y`�Vpu�lmrc PUE30C![oa for t SYata of ait+sl y9Q _ 3❑ �o {per uaahingto7, residing at tk-,t Hy c0swission expires c _ ss. COU?fTY OF XItlC I On this -j day of ry- 09i, before me, the N undert.i9ned, a otary ?ubti,cin and for ttsc state of washing -ton. duly co=issioned and sworn personally appeared Robert 1_ X=—_tsta, a jv;.nt venturer of Weat Cog SquiLre, the 3oint venture thet excCVted the foregoing instr.r�^t, and acY+ay.J3edg tl a &a14 ttsZr=ent to be the free and voluntary aC and deed of said joint ventu: e, for the purgofcr, therein mentioned. and on oath statca tttat ha was aut.tiorized to execute said 9.nstru-en: I certify that i knaw or have satisfactory evidence that the person appearing before me attd nuking this acj;=.t=eeg—_e t is the person whose true signature appears an this 'ocu=aant. WITNESS =y hand and official seal hereto afftxed the day and. yea-7- ,AAtU ue i ificate above rrritt�r.. C p P r J KQTARY r r PLiB► ;;;A-RY MIDLIC in and for the tare of rda` �qR tidi' ��r uae+ksingtan, resid3rq a: <� J. 3� �l.� My tea=iasicn expires a+ P EA STATE 4F Vj=jHlA ? COUNTY of VWMQO j �- On this day oT 1994, ntfarc ae, th■ undarairgnsd., a otary Pchlic —L ar a State of Virginia, duly c iasianed gild awcrn peraor�ily appparsd cncvn to ae to be fhe ai the CotpSsrat en Sint axecuteci ttaa rego -g nstrLamnt, •and ackssovlvdgad the quid instruaant to ha the free " volkzitary act and deed of chid corporation, for tt.s purpoama rharain menticnad, and or, osth atatad that ha/sha was autho-izet1 to execute said instrusent. I cartify that I know Pr have satisfactory aviderce tbat the person appearing before me and making this acknowledgment is time person whose true signature appears on this document_ WITNESS my hand and official seal hereto affixed the day and year in the eartificato above written. r+� Cs � Pri %2uw NOTARY PU=C in and for the State 4 1 01 Virginia, residing at rl My C mm0.ission expires i ,•"� rl G r L1; ,•ram F � i IL T M"s An.&$ Oft M a uer CDCA.% 600 ar N G rA PARCEL A EXHIBIT 'A•1 • CLTIC NO - H743804 ihat potion of the •+acated plat Of East Tacoxa Central Addditioa *RM, according to the plat thereof recorded in volV..^�e 4 of Plats, page 43, in King CaUnty, Washington, described as follows Com.rencl:^g at the aoutr:west corner of Section 21, Township 21 North. Range 4 East. W H . in King County, washington, tt:ence north I degrees 34 t:lnJtes 08 seconds last along the west Ixnc of said avbdivislon 496 66 feet: thence south 88 drarees 35 nanutes 16 seconds cast 50 40 fret to the east saargsn o_ 16t6 Avenue South and the true point of 'aegixining; tnerce srn;th 88 degrees 35 wlr ales 15 seconds east 470 00 feet, thence south I degrees 28 ri.rutes 19 seconds vest 467 20 fret to UA, ncrth margin, of South 352nd Street: therce north 80 degrees 31 minutes 41 seconds rest alons Said north margin 470 79 feet to the east aa.rgin of 16th Avenue 5c+uth: thence north I degrees 34 minutes 06 seconds east alor✓g said east narg.n 466 71 feet to the true point of begird= FARCES. S That portion of the vacated plat of East Tacoca Central Addition 190. according to the plat thereof recorded in Vole 4 of Plato. Me 43, to King County. Washington, described as folloc+sr co=encxhq at the south-west correr of Section 21, Tcwzw ip 21 I-orth, Range 4 East, W.M ir. RIng County, Washiagt-OZ; thence north I degrees 34 minutes 0a seccads east al=g the Crest lire of said subdivision 496 56 feet; thence scuts s8 degrees 35-irutes 16 seccrrs east 50 00 feet to the east ma„ g= of i6th Avenue scmth; thence south 88 deg -pea 35 remotes is seconds east 470 00 feet to toe true point of beginning; thence continuing ser_t 86 degrees 3S cirnstes 16 sam^"-Q ea t 637 61 feet to the Westerly right-of-way 1=..e of P_-its--y Szate F-igaxay 'Ko 1, thence south 17 degrees 42 ==Utes 24 seconds east aZ4 3 aald waSzeriy margin 322 s6 :eel to an arg'ic point tnererr; thence south 13 degrees 55 minutes 06 secvcsl3 rr�t a iag said westerly margin 167 17 feet to the north rranr,,in of Sc-uth 352r a Street, thence north 88 degrees 31 m# ates 41 sec402- _ ale --..a nald =a=-h margin. 707 ea reet to a point which bears so-1th x degrees 28 mantes IS rsecondc west front the t"c point of begirning; thence north I decFnes 28 minutes 25 secarc:s r_ast 467 20 feet to the true point of begin-ming PARCEL C- rr.at port , on of the vacated plat of East T.aco9--a Central. Aar: t,ian 114" , according to the plat thereof recorded in Volume 4 of Plats. page t3, in King County, Washington, described an Collods I a 0 F-7 CLTIC NO X7436" Commencing at tb4a southw"t corner of Seetion 21. Tow-ichip 21 north. Range 4 East., w " .r. Ring county Washington. thence north i degree 34 minutes 06 seconds east along *the erect line of said st Iad.vi ,1C l 496 66 feet treice south 88 degrees 36 m=utea 16 seconds east 50.00 feet to tt,A east margin of 16th Averue South, tre'ice north 01 degree 34 .mutes 9e SeConds cast along said east rnargir. 36 00 feet Lo the tie point of beginning, tftence corit;n'-+2ng :tortes i degrees 34 minutes 08 aetoAda east along said east margin 76 28 fee to an angle point therein, ;her-ce north 2 degrees 42 m_nutes 12 seconds east along said murgzn Ai ?2 feet rherce south 88 degrees 35 minutes 16 seCords. east 287 59 feet, thence south 01 degrees 24 minutes 44 secon43 iftSt 31 74 iect to the beginning of a curve ronca•a to the nest having a radius of 90 00 feet. thence southerly 24 99 feet alcrig said curve througn a eentsal ar:gee of 24 degrees CZ minutes S5 srcoad$; thence South 25 degrees 27 minutes 39 seconds vent 72 16 feet to 4 point which bears south Be degrees 35 minutes 16 seconda east from UP-, trite point of beginning, hence n,arrh 88 cegrees 35 minutes 16 seaor-As veffit 155 00 feet to the true point of beginning, tALFG MOWIT AS Parcel C of Federal Way Lot i.i:,e RdjLst=e:t So. SLA93-0002, recorded under King Ceranty Recording fro 9304089001); PARCEL D- That portion of tree vacated plat of East raoo^.a Cenral Rdditior 181, according to the plat thereof recorded in Valuz)e 4 o_ Plats, pa._ 43. in King County, Washington described as follows: Corruencirzg at t-he southwest corner of Semlo s 22, To' —whip 21 haY b. Range 4 East. W M , in Rim, Count-{, Waslicg"—c-a; thence =rth I degree 34 st=utes 08 seconds east zl=g the newt line of said subdivision 496 66 feet: thence south 65 degrees 35 minutes 16 seconds east ZO 00 fert <o .rr east margin of lfith XivenUe South and the true point of thence north I degrees 34 miAUtes 00 seccrds cast "6 00 feet along said east ma,; -gin to a point hereinafter refcs,aa ro as Point 'A,; thence continuing north I degrees 34 minutes 08 seconds east along said east margin 76 28 feet to an angle point thAreo,►. thence north 2 degrees 42 afrutea 12 seca:..s east along sate aa.rgzm 95 16 feet to the north line of tat 5, Block 12 of said plat, tnenca north B2 degrees 39 minutes 01 seconds east a1c..g said :are;1nt 409 90 feet to an angle point thereon; thence north 15 degrees 36 minutes IS aeco-•ids east al g said :argsn 29 62 feet to the au,...therly sargin of State Roestr 'ei thence along said ma rg in and southwesterly cargri _ Fri«arf State Highway No 1. the follawing courses and dza�aaces= south Be degrees 24 wtvl-t-es 06 seconds east 771 98 feet. uo BECO149W CQSL 1. - 70 %CCL, 9F 6outp CC Oegreca Z" m•:.,••-,� a s CLTIC 50 • 9743804 north 01 degrees 33 minutes a. seconds east 25 00 feet, south 88 degrees 24 manutgs 06 seconds east 300 00 feet Scuts: 67 degTeea 14 minutes 16 eaconds east. 373 53 feet. south 31 degrees 32 minutes 24 secoade east along said margin 521 ❑o feet to an angle point thereon, th_.ice south 17 degrees 41 r»lnutes 24 Seconds east along Said margin 87 w4 feet to a point which bears south 88 degrees 35 minutes i6 seconds east frog the true paint of begin -ling: thence north 8e degrees 35 minutes 16 seconda west 1107 61 feet to the trt,e point of heginr..irg, EXCEPT that portion >.itereof described as follows_ Beginning at PpirL °A• described above; thence north 1 dEg-rees 34 minutee 08 seconds east Along said East margin 76 23 tees to an angle point therein; thence arth 2 degrees 42 minutes 12 seconds test along said =asgin 49 33 feet; thence south 6e dcgrcts 35 rdnutes 16 accords east 34.43 feet; thence south 03 degrees 06 minutes I8 secondx vent 3.50 feet, thence south 86 deg:r.es 53 minutes 42 seconds east 153.16 feet.; Lw thence south 01 degrees 24 minutes 44 seconds west 31.32 feet to the beginning of a cu,-Ve concave to the west havizuf a radius of 50.00 feet, thence SGUthit:rly 15 93 fret along paid carve: through a central angle of 18 degrees 05 minuten 15 saconda: thence south 19 degreeu 39 minuteO 49 Seconds seat 74 35 feet to a 4� point which bears north SS degrees 35 minute& 16 seconds east from the true point o£ begzr lnq; tt thence north 88 degrees 35 m.iusLes 16 Seconds west 162.j4 feet to tLe true poinr 0! begizualug T:.OFT--aLM HITR easements as described in Declaration of covenants, Conditions, Essemen", Reetrictions and Rese- vatim-q for CA-r f! Square, recorded ur'.d= King County Recordicq No 9010231412- EbM OF 23MIRIT •A -I" e ►4-f �I I ti Fr G LEI EXHIBIT D FfLED FOR RECORD AT REQUEST OF: THIS SPACE RESERVED FOR: CIRCUIT CITY STORES, INC. (WEST COAST) RECORDERS USE: $ MAIL TO: S CITY OF FEDERAL WAY 33530 IST WAY SOUTH 8 FEDEP.AL WAY, WA 98003 ATTN: L� At *.A GAAAt . LICENSE The undersigned owner of certain fail arapetly localed in Federal Way, W;iShingtdn and legally ov cubed as lb 1- Legal deecfp Non wrad+ed heraro n EthB# 't' and Neerpereted herakt by this rerrrarce. f'Property'I hereby grants An Irrevocable &tense to On CA, of Federal Way ('CityI and the Ciry's agents, employees, , contractors or representatives to enter upon the Property to inspect the construction of Improvements, the perlorrnance df wofk or to slow the City to perform any necessary mebttenanee or work, all pursuant to that certain Agreement and Perfornunee/Meintenonee Bond of @van dale en(ered into between the City and the undersigned and incorporated berain byth-f Sete -epee. WEST CARPUS SQUARE JOINT VENTURES a Washington Partnership �j DAlfpin.r Sth days January 7995, BY. Armada West Campus, Inc. - Its General 2artner H a fl3 By: Rs: r 1 [Corporate Notary] STATE OF WASHINGTON 1 STATE OF WASHINGTON 1 1 ss. COUNTY OF KING I COUNTY OF KING 1 On this day Personal, appear before me. On the dry personally appeared before me Jatoe.. W. j - i.agrr Lj2j-to ear known tobethe Pres. otAzmada to me known to M isr kWf.IdnraHl In end who M�SaaWU W she corporation that executed the executed the IaaglbO l.kymeL to atath swan that Iarsgoiq Lkwoo, and acknowledged the said instnuron ttiW"-ll" e>..raeutod the Itutnanas as to be the Nee and voluntary act and deed of said WS" then hq and so and deed fm cite uses t:ansoradsen. for thoosns and purposes thardn t -andge and purposes thersh and an oKh sated that hedlle was outhorked to execute attld Iravurrle t and that on Abel Alb"d, H &try. is the GIVEN my onkial sad ddt day of cotaoa to sad of said corporation. 19_ GIVt:N ny hard and atficW seal the 5th day of Janus. 19?5. t�ara11aa1 el nerr/ W WO, bow del ���. • ■ NbaeNeMfmgwStseabLMYMieI =istim A. Aare �rsnw � ----- fgpedMnirad tree o4 nta4ityl Nomy Ptafc In alld bar tM Stale of YMattingtwL Mr moan i I, togsi m Oct. 9. 'm ORIGINAL Exhibit 1 Legal DexxtG= THAT PORPON OF THE VACATED PLAT OF E C>I NTRALADWK)N "B" ACCORtYNGTOTHE PUT THERtOFTII VOLUME 4 OF PLATS. PAGE 43. IN KING COUNTY. WASIRNGTC DESCRIBED AS FOLLOWS: COMAMI:NCING AT ,. iE SOUTHWEST CORNER OF SECTION 21.1 NORTH, RANGE 4 EAST, WAL IN KING COUNTY, WASWNGTON NORTH 134'08" FAST ALONG THE WEST UK OF SAID SUODIVR FEET; (HENCE BB'35' 16" EAST 50DO FEET TO THE EAST MARGIN AVENUE SOUTH AND T14E TRUE E W OF 8 THENCE SOUTH eB'35' T6" EAST 470DO FEET;111ENCE SOUTH 1': 467.20 FEET TO THE NORTH MARGIN OF SOUTH 3-%N0 STREEY; NORTH M*31'41 ` WEST ALONG SAID NORTH MARGIN 470.791 �ASf MARGIN OF 16TH AVENUE SOUTH; THENCE NORTH 11341 ❑ ALONG SAID EAST MARGIN 466J 1 FEET TO THE TRUE POINT OI THE ABOVE PARCEL CONTAINS 219.652 SQUARE FEET OR iM lA a r i Return Address: Thoolas 11. Nelson 1Si990818001342 1 (;rahan1 t Dunn �5%1i19e Ua 1• 20 Filth Avenue. 33rd Fluor ,I i}l . Semile WashmLlon 98101-2390 rITLE oT ar.ib srEuaar y DFFD OF TRUST, ASSIGNMENT OF RENTS AND SF.CURITYAGRF.F.\1FNT STEWARTnTLE 1,I`1-CC)odU Grantar: Robert J. hmltacn.:l I11:IITICd rllall aS In IlIS SCparatc properll BellefeiarY: Meridian Lender,. 111. a Washington Lencral par111ershlp .I Trustee: Chicago Titic Insurance ('rnupml� '_GII I South 351h Street Tacoma. Wasi1111L' on 98409 Legal Description: Portion of wcated East Tacoma Central Addition. Volume 4. Page 43. PiFceCount}•. Washulgloo :Additional legal description on page A'I � assessor's Property Tax Parcel Account Numbers: 219160-0290-00 2I9200-0590-0' r '_ 19200-0570-01 w i WHENRECORDED RETURN TO: GRAIJANI K DVNN 1.120 Fililt r\cenuc. +ird Floor Seattle. Washington 98101-239O :1ttn Thomas I1. Nelson DEM:D OF rm ST, ASSIGti;1 ENE OF RENTS AND SF.CI'RITY AGRF.EME� T IWs 1)I.1•'.) OF IRI'SI f1wrein '1n+trumenl"1 is nude this Ist Jay of August. 1990. unong [;taml+r, R[slil RI 1, R\I Is s married man as ltis %glilrale pmpen., uht.e address is PS), f3o,, i11{,. A1iltsnl. 1Va hingt[at 9%; ; l ("Rn1xI+«rr''1: ('111(';1(iO MI,; INWRAN('I COMPANY. nho.+e addm a is 26f)1 Stwth 1SIh Sufi+[. facpntu, WA WWI (harm ,ntd the Iielteliclary, 1fI;RiDIAN IYNDERS 111. a Washington ;:cnerd partnership. those addrl,.sa is c o N.A. Properties, 752S S.li. 24"i Slrecl. Suite ,I�. Mcner hl,md. \\'.\ 98040 I"I ender"). 1-or purposes of Article() of the 1 niform Commercial Code (RC\\ 62.\ 9). li,is 111grumem constitules a Sccurit% ;1 r mcnl Ind Flnanring `Tartntcnl .,Ith the Rommerhetug the DehlorasiJ the Lender heing•llle Sccurcd hum. ]'Eris llt%tnaticn( shall also n,ILsutulC a hina+teirlg Slahulsnt riled as a Iixtum filing pursuanl to Arlicic 4 nrthc I'nlli,r,i (clnntereral Code I R('LC Q.1.9-40.'f6)). farts of the Property (defined helotk) are o, are to become limureN on the Prcmis,:? I defined helot ) or Improtements (defined hclm� ) In consideration of (he ilsdeblcdness described helot[. Borroter hereh, Irrewcahh (IR.\\ I S. I RANSI 116. ('OX1'I 1 S :uld ASSIGNS to I rumv. IN I Rl'S 1, 11'l 1'I I PON'I;R I )I SAU , ,111 of fittrroter;s prcxnl and lirlurc <slate. right. title, claim. and intcresl. cilher ul 19990818001342 FRGE 002 W qi9 0910 1999 1' 10 STEURRT TITLE DT tIW. COUNT.. w 0 a Iav, or in equity. in and to that certain real propert} IoEatrd in King Count}. State of Washington. as more particularly described on Exhibit "A" auached hereto and made is part hcreof(tlic "Promises"). FOGITI f IlR Wl 111 all o13orrur%cr's existing and future right. title and interest in and to all options and 600s of rcrusal to purelm.w, lease. sublease, extend or renew% any lease or sublease of, or to otherwise acquire, am interest in or to all or am part of the I'rcmises, and to extend. renew% or exercise any of said options: and am greater estate in the Premises no« and hereafter acquired by Borrower: and ,vow: rl wiz WITH all of Borrower's existing and future right. title and interest in and to all property attached to. located oa or about. arising taut oC related to. or used or adapted for use or intended to he used in connection with the Premises. including %%iihout limitation: tat All casements, access. air and dc%clopntent rights. minerals and nil. gus and other Ir%drncarbon substances, royalties, %water, %eater rights and %water stock, and all other rights. heredntaments. pri%ileges. permits. licenses. franchises and appurtenances not or hereafter belonging or in am %%m appertaining to the Premises- (b) All buildings. structure, and inipro%cntents no%% or hereafter located on the Premises (the "Impro%emcnts'): (c) :\II fi\ittTeS and utticles of proI'CN% no%% or hereafter attached In. or used or adapted ti%r use in the ownership, de%elnpmcnt. oTimitioa or maintenance of the (Treatises or Impro%entent% (%%lictiter such Itetnl are leased, nnned, or suhjcct to ats% title -retaining or xcurit% m,titrunacntl. including %%itiloul limivation all heating, cooling. air-nanditioning. %cntdating. refrigerating. pltanihittg, gcneraung, power. lighting. latimlD. maultenance. inclncritirrg, lifltng. cleaning. fire pretcntion and •:stinguisl:ing. swirny and access control. cookute. gas. electric :uad communication fimuteo-, equipment and apparatus: all etrgiltcs, moloN coruluits. plpcs, pumps. ian%s. duets. compremsom Wler�. %%atcr Imalcrs Inns IsmtaC- all rangeti, sloes, di..qposcrs, rLlrlgeralor, and other appliances: all csc,ll,dors and cloamrs. bath,. ,Ink.. cahinets. pertillons, mantel%. hulll-in mirrors. %windon shades. blinds. screens. awnings. .hmn doors. nind%aws and sabb; all carpeting. tindtrpadding. floor %o%cnng. panelling, and draperies. all fureishutgs of public space:,, hall: and ioblties: a id all +hruhher% ,Ind plants 1,11 such items shall he deemed parl of Ow Premises Intd hot soter,thlc alnall% or u: part %without material iglurw in the freehold, td) All of the rents. rewnues. issues. profits and income of the Premises and hnpro%cnients ("Rents"). and all present and future leases. subleases and other agreements for the occupanc% or use of all or any part of the Preniki or hrtproyen7ents and all renewals. extensions and replacemcnls thereof ("Does''), including %without limitation all Crush or sc%unl% deposi(s. ad%arwe rentals and deltosns or pa�mcnts of similar nature, und. all me 19990 OF 001342 RAGE ee_ rx 013 OB , COIYJT 13 10 kr1 rONlr'� nP 5TCW ZT TITLE 0r 34 00 • guarunlecs of Ieltanl5 or occupants' performance under such leases and agreements. all suhjcet. hoaecer, to the provisions of Section 1 ;: (e) All tangible personal proper(} ("Personal Properly") used or useful in connection %tith the o%%nership. de%cinpment. operation or maintenance of the Premixes or the Imps-mcnnents- Including %vilhuut limitation all furniture, Furnishings. cyuipnncnt. and supplies: (1) All intangible personal property used in connection %%ilh or related in any u'a} to the ownership. development operation or maintenance of the Premises. ImprotemclW, or Personal Properly, including %tilhout limitation. all permits. licenses and franchises. the cxclasi%c righl to use of an} trade names. all contract rights (including Rithout limitation architectural. engineering. c(Insulling, and management contracts), all accounts. accounts recei%able. escro%% accounts. reserves and reserve accounts. insurance policies. deposits. Instruments, chattel paper. documents of title. general intangibles, and business honks and records, and all clamps and causes of action, related in any (vac to the Premises. Innprm emcnls or Personal Properly including richly and clainns under any insurance policy. IgI All nnatcrials, supplies. and other goods. %wherever located. t%hether in the possession of Monomer, narehnusenlen, bailees, or any other person. purchased for use in or related in any %%a% In any construction nr remodelling or furnishing nl the bnprmcnncnls. lo,clher i%ilh all docunnent�. contract rights. and general intangibles relating thereto: (11) AH site plans. plats, alchilecttn-al plans. specifications. working dr;n%ings. sunc%s, cngmccrmg reports. test borings, market surreys. and other v%ork products relating to the Premises or IIll pro%cnnent,. (i) :%nt contracts for or in connection mth an% construction on or un•iccs u1 he performed in connection •Ailh the PTCntI>C5 or ant Imprmcmcnts. together with all performance. pdynncnt. completion or olhcl surety bonds issued in connection with or related to such contracts, inwl-tar a, the same mat he translcrrcd b% Ilorrm%er %%ilhoul breach of an% such hnnJ.and (I) All additions to. replacements of substitutions lie, products of. proceeds and all proceed, of such pnlcceds (including but not limited (o goods. accounts. general intangibles, chattel paper, documents. inslrunncnts. mono and the proceeds Ihercol) of any of the liTrcg mg )tents and Al.rights Io cncumber:my ul•the foregoing li,r debt. All of the 60regong are herein Icferred to a, the "Property, 10 Sl CURT' fU 1 I DER (a) the paymcnl of the sum of 'I NO Million I hrce Ilundred fill% -Fight Ihousand hour Hundred SC%enl% Fight and it) 1110 Dollars .t. 19990818001342 rrcE Deg OF 913 ee is 1" 13 10 k ING COUNT, WA STET TITLE DT 3. W .J • t5?.?SX.479,i41. till! interest 111=011, and such additional amausimucLs)rding to) the tents and prm Isionc it I' it Prom isson lute dstvd I%cc, nher & IQ%. im restated h} the Amended i'mmisKnn tltslc cllccti%e :lugusu I. 1t19t7 tthc "!�nlC"1. made by Rom+LLrr and piI}tusk tit Lender, iocludine any and all mtrdtrucatiftrss. cx1cmiuns. c'em als and restatesnrnts altd rcpl=incnts Ihercot; th1 tltc pay"IcTrl of all Isurer sums, with Inlcrem thereon, adtatwed under site terms or thiit Instrumcm or the Now. or ant• and ali modi ri vailtins. cs k'n tiwns. renewals. remmements, and replaecmcnts lscreaf or of the Hole: and [c) the Performance of the agrcwnenss and Lsttrratttics 411tma%tcr contained its this ltt,Klrumenl or incorpuralcd herein lr; re termer. Rornmer agrees and co%enants as follows: I. Pat ni r [7hliealinn+s. Rorrcnmer Sll,dl pnlrnptly pa} Lthen due all Sums secured h% thiS 1115lrnlnenT, and dull otherttise timely perh+rnr all of its ohligalinnS under this Instrument. 1L"arrtanit of title. iWrrl%%%Cr rntenarll. and serves thnf: t1113nrrimcr Is Ia%%full. trued of tale estate huchc ctsmt*cd and NN till1 right and pot%er 11s grant. enn%c} and ax4tn the Ptilpelil. 611 11w 1'tnperH is free lion, liens. clrcumhrances, c,,"plians and ftther charges of sot kind t%hatsovcrr, Cxrcpl for the pernnmed Cxccptions;"I'crnriucd I wnti"t listed vit 1'shihit "li" 11VI lift other liens tit- cactimbranceS. t%llethur,,uperim.or inferior us Ili is ln.vumcnl. %Lill IV Created Of sullired it, l+c vreasrd hti lk,rnrLtrr %tithout The prior ttritten :txrsclll urI ender, II 1 tit, dcFnot I in tile part of Rorm"cr Isr mn nlhsrr perm in eti.'•ls under an} lti'the 11crnrtstt d l Lein and tin :rent has Lieu urred it, hich :after notice: tsr passage of time or Not It tttsuld cunslitule is dvtautt. tt t all of the 1°enal.1ted !.tens air iI full li+rcc arul cITect :Ind tit gut0 staatdllsg. ctllhout mudiIIc;trtns, nil I3ommtLr dialI full} cols<ply t%ilh all Illc terns itI'tltr Perini ttod alrJ i%iII 13t+rr+,%tcr shall tisrcter %%arrant and. dcfeud the Pmprrly umo Lender armin.t all claituS and demaus.14 ill' aln nthcr person -4-LIsue%'er. subject slaty to slut -delinquent taxcs,nrd a wssmt:tit , and rile Penrattled 1,iells, ['Baran+: 1.iyrs�. Bommcr shall Iuaki: pad nlvns. %dtvn duo. 3irreth ill the Iar+IrCr p,ntc. A' Al %taler_,ertLrr..Ind I,thel utdk% charge. and all rents. hv%cs. Is,cysments uttll+rc nnum Lit InIlUtehiC its ill Pu,l%eny, Rent+%tcr.halI pmntpttt d1%chargeaU} Iiell AtllicII I� not .a Permi«ed I R-11. and liorroL%es %!tall 1'a}. tthen due. Ihr claims of all per nns supl+lying Libor or nt,ltcriuls to or tit connection will the Properq. 4 h>.turanm lsonnucr slsali kccp ali lnlpriltenselals and all I'Llsntlal Pny+cny insured b% carrier, at all linos s.1+11,;l'uetnn to Lender ag6fl6t Inca by ft c and other harards ur,slrrd at;amm under ;I "Special peril' paiie.%, re,ll loss. and suds odor hazards. cts.Lualhes. II,Ihtlille• :ntd conttngelwics ac Lender slhll require. and ill %uch:nneluzm%and for such Nriods a• 1 Cndrr %h.tlI rvquire. All Tom wiunss use imaranec pill 1cits Shall he paid by mAiI% PayCC- it. %%hen due. direct}' U+ the carrier. All insurance policies and rent%ak shall he in a %ems •a- 19990818061342 FPLE 005X441, DE B"A �IIY,OJ1999, I `10 STE:IW+T TITLE DT S• 00 ._i i acceptable to bender and shall include it standard mortgagee's clause in faor of and in limn satislaclorr to lender. All required policies will provide for at ]cast thirty (30) dayti %%ripen notice to Lender prior to the effective (late of any earreellatio❑ or material change. uflich includes any reduction in the soojw or limits of coverage, liorro%%L'r shall furnish to I:rintkr copies of all policies, reae%al nolims. and receipts fir paid premiums. All such policies shall ha%e loss payable to lviider The minim collected wader any insurance policy may he applied upon any indebtedness hereby- secured in such order as Lender shall determine. Such application by Lender shall not cause dISIX111tillUallee of anc proceedings to foreclose this Instrument. In the mm of Ioreclosare. a]] rights of ]Borrower ill insurance policies then in fierce shall pass to (lie purchaser a( the foreclosure sale. S. I?rescr%ation and 91ain1_cnaiwe of Pro rt►. Borro«cr li)shall not Commit %%asle or pennit impairment or deterioration of the Properly, (ii)shall not abandon the ProperU. OV) shall restore or repair promptly and in good and %wrkmanlike manner all or any part ill'the Properh to the equivalent of its original condition. or such other condition as Lender stay approve in writing, in the event of am damage. inJury or loss thereto. %%hether or not insurance proceeds are available to co%er in whole or in part the costs of such restoration or repair, (i%,) shall keep the Property. including Improvements and Personal Property. in good repair and shall replace fixtures. equipment, machinery. and appliances oil the Premises %%hell ncccssar% In keep such i[cnls in good repair. m shall comph %%ith all lams, ordinances. regulations, and requirements of any go%cnnmcntal body applicable to the Property. ry ued pa all fees Ili connection therewil'n and hit shall give notice in "riling to Lender of and. unless othcmi.,c directed in (%siting by I crldei. appear in and defend anv action or proceeding, purporting to affect the Property. the sccurih of this Instrument or the rights or po%%crs of I ender Neither IBornmer nor any lenam or other person shall remo%c, demolish or alter an% inlpi-mcnlcnl no%% c"isticg or hercalter crcc(cd on the Premises of any fixture. cquipnlcnl. machulcr%. or applimice in or on the Prcnwes %%Ilhout 1.CI1(ICi's prior %lrincll comenl. 6. I'se (1r II'ropc L%. I nlcss I ender has of hem ise agreed in %%riling. Iiorro%%er shall not alto%% cnanges in the use lilr %%hick all or any part of the Property %%as intended ;it the lisle [his Instiunlcn( %%as e-,ecutcd. IBorromer shall no( initiate or acqusesce in am' change uT !Ilk: iunnlg classilic,rlirn of the Premises w 1hou( I.ender's prior %%ntten conscnl Wilhmo I coleys ITrsnr %%rittcn consent. Rorro%%cr shall not (i) seek an% %ariance under c%Ishng inning t ordinances apphcabk to [he Properly or use or permit the use ill' the Proper(% in it manner %%Itch %%cold result In such use becoming it nonconforming use under applicahle lolling oldsn.ulecs, (ii) modil\, amend or sumplemenl any casen-,enl. resmation. restriction. cmenant. condition. or encunlbrdnce perl,nintng to the Prtperty. (K) impose or consent to any restiieti%c co%cnant or encumbrance upon the Property. execute or file any subd.%imon or parcel map ,Illi-cting Ilse Properl%, or consent to the annc\ation of the Propert% to ally municipality. or I I% I pernllt 01 suflir the Proper(% to he used h% [he public nr any perst-m in such d nlanncr as ntight make possible a claim of ad%erse use or possession or of implied dedication or cd,cment 19990818001342 cp,E 006 O 01? 09 10 1993 13 10 �'IIW CrgmT• ua STEWART TITLE pT 14 a0 m 7. Prntecllonor l�ctslL'fti ticeu i v Horro■+cr shall gi,c notice lu Lcndcr of and shall appear in and defend an!' action or proceeding that ma) affect FIk Properlc. the intur<wls of lender or I rustcc therein. or the rights or remedies of lender or Truxtcc undo the Note and this Instrument. If an! such action or proceeding is commenced. or Horro,■er fails to perlomt am obligation under the Note and this instrument. Lcndcr or Trurtoc tally. at their option. ntakc.;mc appearances. dishtsrae anv sums. make an) entries upon the 1'mpcn}. and take an! actioik• as may be ncressm) nr desirable ttu lit pr+teet or enforce rile sLcurin of this Instrument. tii) remcd! Horru,+cr's failure to perli,rin its ohhig:uiuna under the tilntr and this Instrument tttithoul ++'aiming stunt dcfntll l+) linrnn■crt. ill' 11"cmke of anp option It+rear■+ ,it emend the Lease an behalf Mf Horm++er and the curing or any dcraull of Homiwer in thr lemis or and conditions ol'the I,easc. or fit II other■ Ne. prtlect benders or Trusters illlcm-ts. Horroaer shall pa) all lntisea. damagm lees. costs. ;uuJ vxPen.t:s iltcurrcd by Leader and I ruucti in taking such actlolls. including +■ilhout limitation reasonable legal fees. \m amounts dish.trscd h! Lender pursuant to this numbered paraeraph. with intcrest thereon at the I)claull Date under the Note from [lie dale of &bmsenlcnt h� Lcndrr. shall <T xvillk. addltioual indcl+t dnt:ss or Horrm+er sceured b) this Inslnrmt:nt and shall he dole on denttux! h) i ender. Horm■+er Ilereh) co+'a nantK anS :tgrecs.11ntl Lcndcr %lull) he suhr++gatcd to tilt: lien of any ntl+rtgage or other lien discharged. in "hole or in part. by the additional indchlydrxss, Nothing clnllained in this numbered par grtph shall mquirr I tmdcr it, incur an+ C\PeIt':C or talc all% action R. 1 ender nla� :Hake ur cause to he made reasonable entries upon :lid ul'pccttolln of the Prcnuses and other Propcm. 9 I3.tu. s and_ I�ec,+rds. Harrower shall keep and maintain at all times al ISortnner'a address titt fnnh ahllve, nr such other plucc as Lender may approve in U6111 g. coalplVlc and oceanic I'A'4q llf act-namis and t<tir+rdx adequdc to reflect cornett) the results of the opcnslir+n of the frtipert) and copies t I' all ■■ritten contracts. ll:ascc and other Inanlntctlls ++high Mfeet the I'rt+perrt. ;ucil hooks. records, cunlracK leases and other In>Irmtrnls ,hall I,e>uhµcl In csdminatiun and impcclion at am Ieasonable time h, I ender. I n C'141ldk! 111.uoyu Iiom1w. %hall Ilronlpll) nullf) I ruder of airy action 411 I•rtndsng rcldting to Ire) cundcnutanntt or Mier taking: +5hcthrr direct or indirect, tuf the Pr+p¢I•n. or ITdrt thercnf. and Hnrrowcr sisall appear it, and prosecute an) such action or proceeding ttllic\ti ot1wmisc directed b) i.endrr in ►■rilin& livrm%t+ r authori/cs I.endur. at brndrrs olltis+n. a: auunte)-in-last liar Horm++er to continence, appear in and prosecute in Lender', ar Horra+.ers name. an) action ar proceeding relaling to am coRdemnatilm or enter taking 4-f the I'rryuri). +thctltcrdirect or indirect, and to settle or compromise ank% claun in connection nilh such cnndenl mattt+n or ether taking. The Proceeds of ant zt"wtl. pa! ment or claim ror dantdges. direct or eott.wgnenilal. in aulneclion ,■ith an) condenatution or other 19990818001342 FACE 00% OF 01° Be 19,1999 13 10 knlC CCJIMT'i 4R STEUART TITLE DT 74 00 • 0 taking. tshether director indirect. of the Property. or part thereof, or for conveyance in lieu of condemnation. are hereby assigned to and shall he paid to Tinder. 11. [ . Homv,%er shall not tmrstcr all or an} part nl'or ini} aaterem in the property, I'ilc tern+ 'riTinsfer' •ra tL ed herein means 6) :Ind sale. w-ignnlcnl. enetullhrance. Pledge. hti'pn111ccalion, ter and other trunsl'cr tit disposition of ;tit In an} Puri „i 11u 1 Prom. orally inierw nl am part ol'the Prttpt.%ti- tiil and agreement h} 13orrt%t%er rI yell. .%ipm cocumhcr. pledge. hypollwcate. (it other%%iNe tram fcr fir dt4p-L of alI or iiu} 110rt IA'the lsropert�. ❑t inl► imma in and' part of the Propcn1, nr OV) an! Change in ta) the h% mf'hlp or ccintrol nl' any of iiomlmve. sat x } i f 13om+%%er is a wrpontioat, f h1 the M%nershi{1 tie Coll All 11fatly general partnership interest in Bo trim Ler'IHktrnoxcr is a panssershiP. lc1 Ihe:t%%racr- P ur control of any heneImial 1nlcresix iu Ijorrower irliorfower is not other%%isc a natural peruln or persona, and (d} the o%%ner%hip or control of an} stork. any general p,srtner;ltip 1nlcrest. for art% mim heaellcial isne—t in als% mrporatinn. portnkm1 ip or other enlily that has 1111 wore ship interest in Eitsmmer. Arly %Ll:h ulitrn %%iihuut Lenders prior %%rimil. cull -wail Mlall IV deelliud to inere:l5c the risk of I ender. and AM conmiulle an i-vent of Default_ Lender nitn. in ih sole discrclinll. conscnl 11I ens such Ictillp suhictl 14) sucti terms rind condition ux Lrndcr nla] mrtuire. includilig %%itln+us lintitatina l+aylncilt ul' a lee hissed on the principal hal:ulce I-f the Note. increase in the interest rate. iililltasc ill the amount of repaired installments. and chance in maturit} date of the Note. Hor mer %till not leave. Sublease or permit an% other person In use am portion nl the I'rnpert% ceccpt will the pi for %%riuel consent of Lender 12 I lei.irdosc. Slibyt. ICI. tat RcnrcbKgw!iorl d ll;nrranncs 13ormiwr rcpreseriN;md u.trrallis It, I ender. w Iltc bN o1' ilx l.noukdgc after due auJ diligent intluir� and insllwlion. that lil no :sI>v�toa has "cr lVetl nod in the conmrite Iion. repair tit nuainten:utce of ,un InlProveenetu+: I ill nti 1la/.II kIOUS Suhetance i% currestlI bean, gcner.ItLd. proec�.ed. +!orad. I.ruhponed. handled m jklm, Il ol: till. tinder or in the Prlspm%. except in ace-daurl: +%ills Al applicaE%Ic ti1'1 neither Phirtlluer nor &In other 1>cnon or enlmt has ever eatiFud or tkrmitted 3115 I la/ardou+ Stll++l:ut:e Is I,c'kwncr wd. l+rtwc:,xrl..tured. trensPliried. lI'su,Iled or dispuycd it no, under tit in the ProPerl!. except in compliance %011 all appltcahle ka%%%. tivl there Is no aelual or alleged %iulation %%ith resl+ecl In 111c Irntlkrl% of :an lateral. Malc of local .statute. ordut,sne0. ruIV. rLwul.stittu nr nlller la" pertaining, to Ikwinlo%is SuKstances. and I I Ibvi: is tit, aensm tie proeecding Beading, IVItire or appealahlr from an) ennrt. qunsi-judiciat hod+ or a1111 knlSti:ISl%I: agL'nL'] rl:lahrll t(I Il:todrth,u- stih+%anus aftectikm 1%r al It:ced II, [x Aimiac the Trope I 1 % 1999Q818881342 "GE 11011 Or 119 , I,GgC.WIT,13�10 .JEIYKT TITLE DT 3A Bfl 0 ihl Cot chant. biome %wr covenants and agrees that I laiardous Stlbstanm will not he gencrakd, ptuecsx d. stomri. mwa ,portcd. handled or disposed of On. the Pnlpertc h) an) perxan or entity. C,%MPt in accordance with all applicable laws- 1el I7 rnititul. "Ilamdow Suhstaltcc' ltlsanc peln+lcunl. pcirolcum produc%, natural ter synthetic g:Is, ashcsms, urea fortnaldch}'de, radon g;ts, pulichlorinatcd hiphencls, and art. suhslanwy or material tthich raa) be haruticn+s to lite heallh or safety of an) permm. including any snh1ztaticc trhieh rims or hicrcaRer becalm¢% reguhltctl under ally Icdcml. stale or lu.al statute_ ordinanw. rule, rcgulaliun ill olher In%% relating to entirtltlmental protection. contamination or cleanup. 1.1. Runts. As 11,trlllef security lily the obligations dcscrihcd aline, linrrn►ter hcreht slssiums to Lender the Menus ar16 Leases ol'tllc Noperl}, provided that lk+mmer }hall. prior to the occurrence rIf an Bent all' Delauil hereunder. IIAC the right in collect and retain sue41 Rents ::, lln) hcemlle dtac atld Payable. t'p11II Iltc oerurnnuc ul' mr l tent lit' t lcfauii. Lender. in persun. h. aLcnl. 111' SIN jrldicIail% apptsinled rev citcr. dial be cntidt�d it enter %spun. lal.r ih+ssc sitlo of anti nm age lice pnlpern and to cullecI tltc mah ol'tltc laruperl%- inc luLit ng those past clue. All rents rrllecled h) Lender tsr Ilse receiter shall tic applicd Iiml to the payment of Ihr Costs of managemcnl mi'tlle Property and coll. d1111 of renl5 iIt: ludiltg. hit nab limited W. nkei►ee% Ieeti. prciiiunl� on reeeiters bonds and rcasonahkc aiatrnc)'s fees. and Shen n) the Obligations tircnrcd h) this Inslmmcnt. I.cndcr alul the rceci%cr shall he liable ul account nnl% for those rents actually recei%cd. VLNorm Ic7tdeeN 1+rior ttriIlen ctiIM4Ill. Ihtrtimer slt.tlI lu+l iIi col kxI or xrcopt mITlent 4W ailt Rents most: than one l l ) month prior it, the duq dates II i i I shall Wert c►cetllc. n1++dsl� sitremlcror icrnaillate am I co- pn+tiding Ivor a trrasl [nwhtdirtg am rcnettal tcnnlsn Id'onc I I I %car or Itsore. ;rod I Wi a.Iudl not In an+ manner a 1lte. dlscluug . release or saadtI% bite ohligal nn.; nl in) lenauI or otkcr occupaul of the I'mper* under an} l.ea.K All I rases %lilt %pecilicaIky pro►idc Ili -it the tenant adtorns to ail} person etlrcculing to bile interest oI Ihimmerul+ty%am 11srerinswc of Ihls hlslnunon or ck1;%%eCanCe in lieu IIle reul' 14 Ilrf_n it; A%:LSkrx1Itg1 . lzvn tlics If Ik+ratatcl lull+ to rtt4c alrt IXI)nxnl Ictluirrd under the tote. IN, Inslrulne n, Pr -Aaj rel&d 0-10111011% iLlld ltriinnnvitty and any anJ all Im+ckilirasutms trlt:nslins. renrttal,. restaknwi*: and replaecnnnls 1heI-011' ur fails 10 pertom :my tiller co.cnaln, ;tgrecnlcrtt or obligalitm under Ilii: Intitruntcnt or am related doctuttcals :Ind imaromentt: and am maxi all modifications cwnMons. renct►als. reslatemcola ,Ind wplacvmcnls therel;or. such failure xhulI con sht nc alt Isom of default hereunder, 1'I%kn the occurrcrue 4s1'an I %col of IMaLill. Lcndcr. at Letulcrs ofttioiI. Inay declare all of the sum-, seeatrctit I+• Iht hl,lnnnctlt It, he immediately flue and pa)ahlr s+itlLnut further demand. Allier g;%ntg 11otri +wer nollrc of tin 1 tcnl ul' DeI.ault in the maLmer prescribed by applicable last. I miler Ina) iuttPke the putter of sale and ail%- auhrr temcdics peruuncd by applirahlc Iaw or pn+tldej herein. !Iorrkmer ;lvktlot%ledgcc than the patter of sale eranted by Mlle Iastnullcnl -s INN 19990818001342 es ie ive= jgq?6001342 t? Le YIW, C"T1 14A ;TEUAR1 TITLE rT ?a 00 &,A .! may be exercised by Lender t,ithout prior judicial hearing. Borro„cr has the right to hiring an action to assert the nonexistence of a breach or am• other defense of 13orro,ver ut acceleration and sale. Lender shall be entitled to collect all costs and expenses incurred in pursuing such remedies. including. but not limited to, attomey fees and costs of documentan evidence. abstracts and title reports. If Lender imokes the po„er of sale. I ender shall 6%e written notice hl frustee of the occurrence of it k'Cllt of DCfatlll and of I ender's election In cause the Propen} to he sold. frustee and Lender shall gite such notices as the applicable lags ma} require to Borrotter and III such other persons as the applicable laws prescribe. and after the lapse ul'such time as mad he required by applicable law. 'I rusice shall sell the Property according to the applicable lusts [rust-.e ma} sell the Propertat the lime and place and under the terns designated in the notice of sale in one or more parcels and in such order as Trustee nta% detemtinc. rrllSWC mad pos'ponc sale ofall or am parcel of ilic Proper[% for a period or periods not exceeding the periods permitted h% applicable ia,+ h.,I taking the actions prescribed by applicable last. I ender or Lender's designee ma} purchase the Proper[\ at an} sale. I rumec shall deliver to [he purchaser it I trustee's deed conveying the Propert} so sold nithoul am covenant or ttarranm). expressed or implied. ['lie recitals in (he Trustee's deed ,hall he prima Incite ct idcncc of the truth of the elatcnettls made therein. I rusee shall appl, (he proceed, of the sale in the l'ollotting order: (a) to all costs and c\penscs of Ile sale. Including hill not limited In. 1 rtmee's and at(nntet Ice, and cost, of title evidence. Ih) to all wm., ,ccuicd tit this Instrument in such nrdcr as I ender. in I cnder's sole discretion. direct,: and (c) the excess. il'atn. shall he distributed tt, the persons entitled (heron. 15. Rtmcianee. l'poll pip memo of all sums secured bN this Instrument. I ender shall Icquem I rusice to reeum e\ the Pmpertl and shall surrender this htstrunlcll( and all notes e,Idcncing indchedne,s secured bt this Instrument to Trustee. frustee shall Iccon,e, [he Propcm WIlloUl tttrranh to the person or persons legall, entitled thereto. Such person or person, shall pay I rtnlec's reasonable costs incun'ed at so reconve, ing the Property IA Suh,uunc Iru,tre, fit accordance t,ith appli:ahlc la%%. I ender max from time II, line a!T,,oint a ,ucccssor l ruacc to am 1'nlstee appointed hereunder ,s ho his ceased In act %V'dl0ul conte\ancc of the Properit. the succc,soe frustee shall succeed to all the lifhs. putter ,md dillies ctmlernd upon the "I nl,lee hetcin and M applicable la". 17 Remed ['umulali}c. Bach Icmed\ pro,ided in this Instrument is distinct and c.nmalittke in all other rights or remedies under this Instrument or afforded b, lim or equity, and nt,n he c\ercked concurrentl\. independendh. or ,ucccssitelN.in an, order ,shalsoc,cr. I tit pm,eT of ,,dc conlcncd b% Ihls Instrument and b, the Deed of Trust Act of the State oil' Washington is not an exclusit e remed,. Lender mat cause this Insuument to be foreclosed as d nu,rlgage. 19990818001342 FN.E Ot0 Or 01. OB Is 199° 1: 10 k I11O COLP(T, 1M STCIIART TITLE DT 74 a' s 18. Borrower and Lien Not Released. From lime to time. Lender ma%, at Lender's option, without gising notice to or obtaining file consent of Bommer. Horrotscr's successors 1 or assigns or of any other licnhnlder or guarantors. without liability on Lender's part, and 1 notwithstanding Borrower's breach of any covenant or agreement of Borrower in this 11IStr 1111Cnt. extend the time lbr payment of am indebtedness secured by this Instrument or a:ny part thereof. reduce the payments thereon. release anyone liable on any of said indebtedness. } modilj the terms and time of pay meat of said indebtedness. release from the lien of this 1 Instrunn.ml ally purl of the Property, take or release other or additional security, recom ey any 11 part of the propcm. consent to any map or plan of the Property. consent to the granting of any casement• join in an) extension or subordination agreement. and agree in writing %%ith Borrower to modify the rate oh interest or period of anun7ir:6tinn. Any actions taken by Lender pursuant to the temis of this numbered paragraph shall not affect the obligation of Borro"er or flarrtmer's successors or ,isNigns to pay the WHIN secured by this hlstrllmneHl and + to ubsene the n,%enants of Borrtmer cont.tined herein, sh,t11 not aflcct the guatanly of an person. corporation. partnership. or other emit% for pa%mcnt of the indehtedness secured hereby, and shall not affect the lien or priority of lien hereof on the froperly_ Bornnler shall pay Lender a reasonable sen•ice charge. together %%ith such tills insurance premiums and attorneys' fees as may he incurred at I ender's option Iilr any such action if taken at Burro%%cr's request. _ 111. I1-orheprance bv I_ender Not A Waiver. Am' forbearance by I ender in exercising any rig lri or icnu:d% hereunder, ill 0111Cmisc aff.,rdcd by applic,Ihlc la%%, shall not he a %%ai%cr of or preclude the exercise ol'any right or remedy. fhc acceptance by Lender of payment ol•an% Wm secured by this Instrument after the due date ol'such paynlcnt shall not he t d %%aster of I coder's lighl to eithcl require pinnnpt pa%mcnl %shell due of ,111 AM nuns so secured or to declare a dcl,Iuh for I:ulure In make prompt payment. I he proctirenrcni of IIISUn111Ce of the paynuol of la..%es. rents or other liens or charges b% Lender shall not he it %%oiler of Lender's right to accelerate the naturily of the indchtcdncss secured by Ihi:, In>Irt1111c111. nor shall I cnder's receipt of any a%%ards. piocceds or damages aN pro%ided in this In:,trunlcnl operdtc to cute or %%ai%c Burnmcr's defaull in p:r%mcnt of suns secured b% this Instrument J 'n Nit Mwt' Borm%%er's ohligation to timel% pa% and perform all obligation., under the Note and thk Imminent shall he absulule and unconditional and shall not be affected by am' c%ctll or circumstance Including. %%ilhout limitation. art%' setoff, counterclaim. ` aharemenlsuspension. recoupment. deduction. defense or any other right that Borro%%cr or ,um guarantor max hayc or claim against I ender or any nthei person or entity. fhc li regoing N11a11 not consulule it %%ai%er of any claim or demand %%Melt Borrower or an% guarantor max hale in dammges or othermw agmtw lender or any other person or entity, pro%ided that Bonrn%cr shall maintain a separate action thereon. Io- 19990819001342 PAGE bll Or 019 06-16 1999 11 to I, ING COUNT, a4 ;TEI,6PT TITLE VT +4 Oe v e 21 Modifications and ``Waivers. l'his Instrument cannot he ttaivcd. changed. discharged or terminated oralh. but nnl) by an instrument in ttriting signet{ by the part} against tt lu,nt cnlorccment of amttaiter. clt:mgc. dixcl:argc or lenninalion is sought. 2_2. Wig. Notices under (his Instrument shall be in ttriting and shall he sent as registered or certified mail. postage prepaid, directed to such pan} nt the Lddress noted ahme. or such other address as the party ma} indicate by written notice to the other pursuant to this suction. Such notices shall he deemed ellcctiye on the earlier of (a) the actual dale of delitert of the notice to the address of the part}. and not a named person. uc et idenced tit the certified or registered mail return receipt. or (h) the third business d:n alier the date of mailing. 23. (1nifiitttt C'unmIgg {.'Code Security Agrecmew. ['his Instrument is intended to he a secant} agreement pursuant lu the I Iniform Commercial Code for any of the ilcnn specified ahote as part of the Proper} tthich. under applicable kov. ma} he suhicet to a security interest pursuant to (he Ilnitorm Commercial Code, and Horrotter herch\ grants Lender it security interest in said items, .An)- reproduction of this Instrument or of and other securih agreement or financing st.demenl ,hall he sufficient as a financing statement. Horrotter. from time (o lime. shall execu0.. acknowledge and dclitcr to bender upon rcqucst. and hcrehy irreyocalik appoints Lender its attorney -in -last to execute. acknowledge, dcliter and if appropriate file and record, such securih agreements, assignments Ior securih purpo>es. asslgmncnts ahsolule. financing statements. affidmits. certificates and other docurn•nls, in form and substance satislaclom to I cutler. as f ender nuq request in order to lies feel. preserte. continue. cxlcnd nr natint.lin the assignments herein contained. the lien and securih interest under this Instrunteol. and the pnorih thereof Hommer shall pa} to Lender upon request thereR,r all costs and expenses incurred in connection tsilh the preparation. etecution. recording and filing of am such document. and such sums shall hear interest Rum the date of rcyuesi at the Iiefaull (Late udder the Note. Without the prior ttritlen consent of 1 ender. HI,Tro%%CF shall not create or sutler In he created pursuant to the I `nilbrin Commercial Code :tny% other eccurit interest in said items. including replacements and additions thereto 1 `pun the occurrence of an F:tcnt of I)elaulf d} defined ahote. Lender shall hate the remedies of a secured pelt% under the I'nitornt Commercial Code and. at Lender's option, nun• also nttoko the other remedies prmided ;n Ihts Imtrunient or tit last as to such items. In LWICiMlIg ao of said Icmetlics. I ender nta, proceed against the items of real proper} and t rip I(cnt, of personal propertt specified ahme as part of the Propert\ scparatch or logelhcr dnd In am order „halsoctcr. ttilhnut in ant ttat affcedin the itailihilih of 1endel's remedies under (tic t'nilonn Conunercial ('ode Llr of the other remedies protidcd in (his In,uunlcnt 24 Waiter 4y ing \uhtithslantling the existence of am other securih nacre• is In the properh or other pruned,. of Horrouer held bN Lender or by an} other park. I ender shall hate the right to dclernunc the order in tthich any or all of the Property and such other prnpert} shall he subjected to the remedies provided tit this Instrument or othcmisc. 1 -II- 1 19990018001342 FAGS @I? Gr 019 @F •1@ 1999 13 10 k ING COIAM IJP STEIl,RT TITLE IT 34 no w • I ender shall hucr the right iri dctenriitic Ilse order in tihieh any or nil pnrtinns of till indebtcdncss €cored by this lnstritinent arc 1, M11rcd rrtim the proceeds rcali�etl upesn the eurcisc a1• the rcmL4ies prot•idcel in this lnsininimt or nlhernise, ljorr,ttier. any piny who consem'; to tins hsl;Irnmcnl. and am party u no noa• nr htrealicr acquires a xxctsrit►• interest in tlic propmr and tt'ho has actual ur constrnctii•e notice Of tlli% Insirtaucnt• hereby ts:ti+cS an} and ;ill Tight to tet, uire ilie marshalieg of avu is in wnn;xLion with the esercice ol-an! of the rcllhdme pertiiill cd by .IppiicahlC laiVor by Ibis Instrunienl. 25_ Additional I)ncunoe us: I'necsr Auoriw%. Borrimer. from time to little. %hull C.\ccine, ae3,nrnLle+4ge and deliver It, 1.endiz upon-Ith-1. and hereh% irwiticahh appninls Lender its annnicy-itS-Fte1 to mculc. acknmtmiedge. dcli5er.116 irappropriatc file and rL-t:ord. %nrls security agreements. assigill, icIlty I:or xclirity purpuscs. assigmnlcnls ahsnlutr. financing Wtemcitts. ;t lidat it,,. ccrtiriicams and other doctsm nN. in Ilnrnt and subsIonet: wti�l;tct ny to I entice a, Lender ni,t� rcyac,t its 01'der tt+ perfee t. presertc. continue. v%tcml nr Imtimain tix u„ignmutl% helot cnntaintxl. the Isen a;id Necunly inlelcA umier this Inunitncnt. and the rrioru+ thereof. Eiorru+scr sha11 fxin to Ixiv er upon reytsc,t thereliir all cite., Laid espcnus incurred In cunnectiiin nigh the pnptrnlit+n. cwctaion. Tccardinu and filing of -Inc much document. anti such sums sitltll hear intcrest rrom the Lime of re+;nest at ihc. biker Sir the DeCmlt Rale under the Note. 26. Vs of Irrene�}. fhe pniperh is nut used principalk for agricultural or harming purpose,. _7. u [ crs ;reel ['n ty Borrt,er %hall pa} Lender tit demand all attoriwwN fcc+and cogs. all court cklms. and all other cults and cspcn,e, 1115eluding hat ntit Ilntited to Iide iimtrdnce. aplmti•41. expert hitless or 4imiiat fees] incurred by Lender to calicrt anti paymCfll due lxrcundcr ur second hereb}. to forLehtst: nr oll5emitic rcalire up�tlt air! of the lsrnpert}, ar tot oilicrttiw rrowl:I or cnthrce Lenders rights lxreuiider m under the time. isic ksding NucII fre, and cart+ ilicnncd h! !ender uutrit3e ul' nr in conacclion tvth �ln! ,tase or Wend Ill oI%cnq or Nil 11,ntptLMU nt aln aplidlate c• a •I pnicceding I"I Lis and C—I,") 13ommel .,hall ixt} Inkiest tsn stn•1s I -Am; 1110 Costs at lite Ihlittdl Rate tln,iei the Note I'nittt the due el demand until p.utl h} "or11)"ff. 28. Lender .t%tLkux;g iliould Horroncr fail to pay 'thin due all} laxeo-, a+se>saielit,. instsrante rrcmiva}s. liens, cnEumhmnces Or ether charges agalam the IIri+perl!. I ender Ilia! pa! tIle wine, Lord Zile amount .ti Paid. ttttit interest at [lit: I]cfatllt Ruse under tlic \ate liom the date said p,srmcut is tmsde h! 3 ender. shall tie added to and hccomc a $litm of the Migdlion, >:cctirod hI, dill lnr+lrunrcnt and shall be due tin demand by Lender. 't). tiucr�wu±rti sird :� •ns iwund Jot and Sct .Ul 1AL ifin: A emts C'u tilers. Ilie cotenamt> ant; agreement, herein cunlaincd shall bind. :aid the rights hert:uadcr shall inure to ill fienelit ill'. the Tespectne suLYL:.Urti i1m; ussigm oFl.cndcr and fiorrt++tcr..uhjcrt 19990818601342 PAGE 013 Or 019 l'0•I8 1999 13 1-3AII/G GDVN•i W STEMARt TITLE DT 34 00 • to the lirnilations on transfer dtat:riht:d in this Instrument. All amenunts arttl agrecmcnis of Barrmwr ~hall hc,jnint and u['crnl. In ewircking ale} rights or taking am+ retians prtsvidcd i?tr in thic Instrument. Witter may act through its rruplo%ccs. agents Ili- indupcndcat , iWIIraett+rti. the mptit+ns and 11r adings of the p, mgrapfir of this Ins;nsm:nt an: for contYlliciwe in I11CatHig PTAIO-iori% only and me 11111 lu be [lied to rntuprei or dclitie %he pros isiuns. �tl, tnn•tr g 1.an� Secgrahilig.. 'I his Insvun+cnt shall he gm cnkd by the 1, of the State of WwNhingunn. ht the dint that am pmvisisut rvf thi. Insmnlmetn conllkts +t ith applicable In". ~etch co"llict shall ant affeel other pmvIsiOUS of this Inrtntment which call he n Livecllcrt wiiii,w the conflicting pmvi,it+rrs. and to this end the pr-11,ions 1d' lhis Instrument arc declared to he scvcrehle. ?I, lima Time is of the essence in connection with all obligations of Borrower herein. IN WI I"N1:,SS 01' '1 I IIS INSTRI TII N"I'. 13o,Tower and Lender brie executed this Instrunuenl on the da\ and %ear firs, ahme written. BORROWER: ROf�'Iti 1 KNIT.' .N LENDER: MERIDIAN LENDERS Ill r, - 13�; Bnan 1 nrshn. rt [itmml Parincr 19990918001342 F40E MA OF 019 ire 10 199'f 13 10 r lnc COU+r �. ua ;t[ + I RE Dr 3a 00 • m S I A1'I: 01: NVASI IINUI ON [ ('Ol'N 1'1• ol: I certify that I know or have salislaclory evidence that R013GR'l J. KNI I'r:SGN is the person %%ho appeared before me. and said person acknowledged that he signed this instrument and acknowledged it to he his free and voluntary act for the uses and purposes mentioned in the instrument. 1999, (Signature) CAROL A HARTMAN Nobry Pubic (Print name Icgihh_ I STATE OF WASHINGTON MyC" Egm SEPT 1 2002 NO I;%RY Pl"13LIC' in and (ilr the State ol' 11'ashinglon, residing at AI} appointment expires "!-/-r-2- �.. S fATP Or WASI111C TON I 1 )s\ l()l NT- OF /ii-Irk 1 I vertu} that I know or haoc satisfactor) evidence that 13RI.AN I.Ii113SO[IN i, the person s',ho appeared bclore mc. and said person acknowledged that he signed this instrument and acknoalCJgCJ it to be his free and %oluntan act for the uses and purposes mentioned in the instrument 111 LIlJlllfe) CAROL A HARTMAN ��..,- Navy Pubic STATE OF WASHINGTON (Print name legibly) My C nn Eww SEPT 1, 21102 '.\(Y[ :1R1 Pl I31,1C 111 a11J for the SWIG 11t M% appointment expires rf- / c` t 14 - 199)0818001342 FaGE or e19 as IB 19" 1- le r.ln;, COUNT, ua STEWART TITLE DT 34 BD • REQ[]EST FOR FDLL RF,CONVF.l'ANCE 1,0 I'RUS flies The undersigned is the legal inner and holder of the promissor\' note and all other indebtedness secured by the within Deed of (rust. Said promissor\ note. together Mill all other obligations and indebtedness secured h\ said Deed of (rust. has been full) paid and satisfied: and you are herehe recpicsted and directed. on pa}ment 10 you of un} stuns ruing k, 101.1 under the terms of said Deed of Trust, to cancel said note above mentioned. and all other evidences of indebtedness secured by said Deed of 1'rust delivered to Nou hcre\\ith, together «ith the said Deed of'I'rust, and to comet', nithout \arrant%, to the parties designated b% the Icrlllti o1 said DCed orI rust. all the estate no%% held by you thereunder. Datcd: BENEFICIARY: �µ4 11� Its'__1ri�Z 19990816001342 PAGE 016 OF 01. 08.18 19?9 IT 10 FTEWWT TITLE 0T 34 00 • 0 EXHIBIT A TO DEED OF TRUST. ASSIGNMENT' OF RENTS AND SE('NRIT Y AGREEMENT Pnr ri gin%P) .tc i lion PARCEL A: 'I'l IA I-1'M 1'10N O!' 'CI ll; VACr 11-1) PI.A f OI: HAS"I 1'AC OMA CENTRAL ADDI FION ACC'(NU)INO -1.0 PLAT REC'OKD1:D IN 1"O1,1WE 4 01: PLATS AI' I'Mili1S) 41, KFC'ORDS OI KING COUNTY. 11'AtiNI\ti 10\, I)f SC'Rllil:D ;\S P(>1.1.O11'ti: C'OA9A1Hi4('Ms Al' •fill: Soil—ro "FSl' C'ORNI{R OP 51S("PION 21., ToWNSIIIP 21 irORi[ I.1tr11v[il•: � [;AS 1.11•.Ai.. l:ti kf'+(� C'OI �N"11•.1\'r1SIlIti(i I(]N: HIFIS(T, !ti()R'111 1`34'08" FASI' ALONG l'Iif: R'l.Sl' l,ltil' of: SAID SUBDIVISION 496.(+f+ 13'F I': rilI N,c] S(]i'1'f! R&'�''lf+" I-ASI 5(1.00 I1+1 10 11IF I -AS] NIAR IN Oh V,... AVI-.til'1:5Ol � l'l l AND I I11., I RI'I' I+OI:\ 1' OF M-01NNINCF: 1111 N(-I SOI'II188 ? 6"1 AS1-47n.00ITI-I; l7lf NCI' S{)1' i'I1 I :8'!+P' R LS 1 407.20 ITl;1 TO f111 'vOR l'l l MOWN OF SOl' fl l 352 tiI'RFLI': llll:N'Ch NO RIII 88 3I'41" Wl Sf':110'NG SAID NORTH MARGIN 470.79 FEFI 10 I'lll.f•ASI NIAROIN0)I Ifi"'A LNl I:S0t! l-I1: I'lIL'ti('!: NOR I If 1'34'fl8" I,r1S1' :1l.[) [e 5:11I) It:\SI' 11ARGIN 466.71 FI I I 10 Ill RI;I• POIN I OI 131:61NI N"i. PARCEL it: ! 11:11 1't)R I)(lt f 11= I I1! \'rl('.11 I'I) Pl.:1l' {)F 1 :15'f 1'r1C M11A CFN1 RA[ AIX)I LION "it'.,1(•('ORDIti(i 10 Pl.AI Rl-CoRD1.0IN 1'[)I.i NlE 4 01 I'll AIS AI f':1Ci1'f414�. tlk 1:1N[i ('()i'\ 1'1'.11':1tiI II'�(i I (1ti, l)1'ti{'Rllif'l] :1t I OI.f [)11"ti: CONINII NUINO •\I fill. SOl-11111'I-sl CORNl•It OF SITTIM :1. fOWNSl[IP 21 ' NORIII. RAN(i1' 4 I A4l . IL' ,%$_ 1N } I\[ i ('(wN11•,11'ASHIN IM. ' I I II WF NOR I'l1 1 ,4.08" I- AS I' AI ONG i II1 A I1 SI' f INI: 01' SAID S1.131)11'ISI[) , 496.66 MI I- 1 : I IIF.NC'I: SOI' I 1188 1SI6" I•.AS I j0.(ICi hl,I I 'I'O 'I llli L•AS I MAROIN Of- 16111 ACP.NIT SOl'I'11. 'HIl-WF NORI'll 01"�4'08" EASP ALONG SAID I:ASI MARGIN ?6.(10 Phil 10 flll. I RIT POIN I' O1' I3F(ilNtilhCi: IIII-NUF ('0NI'INVING M)RIII I +4'08" FASI ALONG SAID I'AS"I' MARGIN 76.28 JJT 110 AN ANGI I' POIN-1 I1IP.RVIN: A -I 1 „ AA MIN'4•1 ti= O 19990818001342 PAU D17 OF 013 Og'�g` gpSYl3�l0 STEWRT TITLE DT 3409 I '11I1:NCE NORM 2'42'12" EAST ALONG SAID MARGIN 49.33 FF:EI': EIIE•NC E SOI17'I( 88'35'16" EASI- 34.43 11:17: I I11•.NCE' SOU -III 03'0(i 18" WEST' 3.50 FLE C; 'Hif NC E SOl T11 86"53'42" LAST 153.16 FHENC E SO11111 01'24'44" WF.S'F 31.31 FF.I I 'FO TIIE BEGINNING OF A CURVE CONCAVE'I'0711E WFSI' IIAVING A RADIUS O' S0.00 FE I': TIILNCF. SOUI111iRI Y 15.91 FFF I' ALONG SAID CIIRVI? 'PIR011(il l A ( IWI RAI. ANGLI:OF 1POS'I5` TI ILNC'li SOVI II 19'39'49" WFS1' 74.35 Flail' fO A POINT 11'111('l l RI•ARS SOFFIT 88'35'I CiEAST FROM-1111i I RI IE POINT OF Ill: ,GINNIN6: 'I I II:NCF NOR'I'11 W35' I6" WI SI 162_94 I-EF 1"10 I'Uli -CRUI; POINT OF BEGINNING. PARCEL C: -I I I A'1' PORTION OF I I l:i VA('.1 1A) PLAI Ol: F.AS I" I ACOMA CI:N-I RAT ADDI I ION "13'. ACCORDING'1'O PLA1' RECORDED IN VOI.IIMF 4 01: PLATS AT PAGI:(S) 43. RECORDS OI' KING COVN'I.1'. p':15111NG1'ON. DI{S('RIRF.D AS FOLLOWS: CONINIFNC'IN1 6 ,%I' rm: sou l lIA ES 1' CORNER OF 51i("IaON 21, IOWNS11111 21 NORI I1. RANGE 4 FASI- W.M.. IN DING ('O['NFt', \1'ASIIINCiTON: I'III:N 'I• N'OR'I-II 11+4'08" I•AS 1' ALONG '1111- WFS 1' I.INI: 01: SAID SUBDIVISION 496 66 1-F1 I : hENCF S0I7III 88 3516" FAST' 50.00 FEEI IO I'IIL I•ASY MARGIN OF 10111 AVI•NIT SOV I-IIAND I IIL-I RH; POINT Oh 13;61N'NIN6: '1111-NCI; NOR I II 1 34'09" FAS E 36.00 Flit• I ALONG S,UD LEAS 1' MARGN 10 A POIN I I II• RFINAI• I FR RI FI:RRFD I O ,AS POIN I "A": IIII'N'(+ CON IINUINO N(IRl-I1 1�34'08" 1•ASF ALONG SAID FASI MAIMIN 7628 FIT 1 I O AN ANGI I. POINT' 1I IERI.ON: I I II NCI NOR 111 2'4_'12" 1 AS -I :1I ONG SAID At:\R(ilN 05.16 11.1[ I IU 1 HE NOR I'll I INI OI. 1 O1 5. 131 OCK 11 Oh SAID PLAT: I I II NCI N(IR 11102-i9'01" FAS I :1L(ING SAIU tiIAR(iIN 409,9(1 Flili f TO AN AN(il.l POINT I I IFRI ON: IIII \('I NOR1'll 15'36'I8" FAST MONO SAID MARGIN 20.62 Flail' FO IIIL S(tl HIFRIYMARGINOFSf:\IIiROU1'FI8: IIII'N('1• AT ON(i SA11) MARGIN AND SOl1111N1'SIFRI Y MARGIN OF PRIMARY S IA I I. 111611WA1- NO. I. 11IF 1.0I.1.0WING COVRSFS AND DISi'ANCES. SOI * I'I1 88 24'06" I•AS 1' 127.98 Flil• I': NOR 11I O1 35'54" FAS'l 25.00 1-FE F: SOl 11198 24,(16" I AS 1 100 00 FFF I-: 511U 11167 14'16" I•AS I' A-2 I. ,�ilc mlbyu nc'nl 19990818001342 18199?10 POGE 010 0f 013 O1 IB 1?@? IS 10 h I IIG CpP/IY 11q TEWAPT 1ITLE OT to BO w I - r+ 1 1 Tf [ENC'F. SO11T11 31 "32'24" EAST ALONG SAID MARGIN 527.00 FEF F 1*0 AN ANGI.P POINT" THERf'ON: THENCE SOUTH 17°42'24" EAST ALONG SAID MARGIN 87.44 FIT.1' 10 A POINT j WHICH MARS SOUTH 88'35'16' EAST• FROM T111s 'IRIT POINT OF [if:,GINNING: ' L HI:N('F NOI I'll 8895'161. WEST 1.107.61 FEI• I' TO "I'Hli TRUE POINT OF i 131-.61NNING: EXC'EP I 'I'I IA'1' PORiTON "IT 11:RI:01: I)liS('Rllil:D AS FOLLOWS: I31:GINNING AT POINT "A" pESC'RIBFI) ABOVE: tiltNC'Is NORTH 1':f4'08" fiAST ALONG SAID FAST -MARGIN 7628 FEET '10 AN ANGLli POINT T'1IEREIN: "Il II-N(T' NORTI 12"4212" EAST A1.OM0 SA11) NIAR(if N 49.33 1:Ii1:1: 1 1•III:NCl. S011 FI1 88'35'16" I:AS 1' 34 431,1:1:1: fI11:NC'1: 5011111 ()3"(1(i 18" wEs 135f1 fliE TI IFNCT S 0 1 " H 1 8W53'42 I:AST 153.16 FFP 1': Ilil•NCE SOl'm OI°24'44" NTST 31.31 FEET f0 THE BEGINNING CF A CURVE CONCAVE TO I'l lli Vll•S I' I lr1VIN(i A RAI)I('S OF 5f1.001;E1i I•: I IIIENC E SOI'IIIFRI Y 15.93 1 FFI' ALONG SAID CI'RVL• THROUGH A CENIRAI ANGI F OF 181051511: IIIFN('F SOU111 19 +9'49" ATSI 74.35 FIEF 10 A POINT WIIICII BEARS SOIIIII 88` 35' I6" FAS f FROM TTIF 'I IWE POIN 1 01: BEGINNING: ' _ � fI IFtir'I• NOR I11 88' ii'IG" N'I•S I I6_'.Ild I�I:I�'f TO 1'lli� T R111: POI?` I OF RF(iINNIN(i. A - 3 19990818001342 PUCE 019 0E 019 00 10 1999 15 10 I1MG Cr"Ty W gi[1ppS TIM roT <a 00 FILED FOR RECORD AT REQUEST OF MAIL TO CITY OF FEDERAL WAY PO BOX 9718 FEDERAL WAY, WA 98063-9718 ATTN Kim ScattarelIa AACGHAUSEN CO Zcft 2 78 I 02/08/20p7F13a®3 10.89 KING CODNrr, 1: EXHIBIT D LICENSE The undersigned owner of certain real property located in Federal Way, Washington and legally described as follows TAX PARCEL NO: 219260-0290 THAT PORTION OF THE VACATED PLAT OF EAST TACOMA CENTRAL ADDITION "B", ACCORDING TO PLAT RECORDED IN VOLUME 4 OF PLATS AT PAGE(S) 43, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS COMMENCING AT THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 01' 34' 08" EAST ALONG THE WEST LINE OF SAID SUBDIVISION 496 66 FEET; THENCE SOUTH 88 ° 35' 16" EAST. 50.00 FEET TO THE EAST MARGIN OF SOUTH AND THE TRUE POINT OF BEGINNING, THENCE SOUTH 88 ° 35' 16" EAST, 470 00 FEET; THENCE SOUTH 01' 28' 19" WEST, 467.20 FEET TO THE NORTH MARGIN OF SOUTH 352' 1° STREET, THENCE NORTH 88° 31' 41" 'YVEST ALONG SAID NORTH MARGIN, 470.79 FEET TO THE EAST MARGIN OF 16T' AVENUE SOUTH; THENCE NORTH 01 ° 34' 08" EAST ALONG SAID EAST MARGIN, 466.71 FEET TO THE TRUE POINT OF BEGINNING. ("Property") hereby grants an irrevocable license to the City of Federal Way ("City") and the City's agents, employees, contractors or representatives to enter upon the Property to inspect the constriction of improvements, the performance of work or to allow the City to perform any necessary maintenance or work, all pursuant to that certain Agreement and Performance/Maintenance Bond of even date entered into between the City and the undersigned and incorporated herein by this reference DATED this J— day of l Sxgna re STATE OF WASHINGTON ) ) ss CID COUNTY OF KING ) o On this day personally appeared before me , to me �+ known to be theag6ft of d t e rp ration that executed the ® foregoing License, and a owledged 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 o he/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation GIVEN my hand and official seal this day of , 200 -'P (notary signature) — v. L Al �EF/F2 —� (typed/printed nam%;6$ nqVjf; Notary Public in and for the State of Washingtony My commission expxres�_ { rLnt _ ' 1 � e7i•a7' I \csdc\docs\save\33817086032 doc CAI) w C J CV O a w fV O O hl After recording return to Kim Scatterella, P E City of Federal Way PO Box 9718 Federal Way, WA 98063-9718 STR 21-21-04 PernmtNo 01-103289-000-00-CO Parcel No 219260-0180-03 20020208002 06 f ea�c�Aussk caN oPc i1 me 021$8820oz 130006 3 KING COUNTY, 6A DECLARATION OF COVENANT IN CONSIDERATION OF the approved City of Federal Way (City) building permit for application No 01-103289-000-00-CO relating to real property legally described as PARCEL A: THAT PORTION OF TIRE VACATED PLAT OF EAST TACOMA CENTRAL ADDITION °B", ACCORDING TO PLAT RECORDED IN VOLUME 4 OF PLATS AT PAGE(S) 43, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 010 34' 08" EAST ALONG THE WEST LINE OF SAID SUBDIVISION 496.66 FEET; THENCE SOUTH 88 ° 35' 16" EAST, 50.00 FEET TO THE EAST MARGIN OF 16T" AVENUE SOUTH AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 880 35' 16" EAST, 470.00 FEET; THENCE SOUTH 01 ° 28' 19" WEST, 467.20 FEET TO THE NORTH MARGIN OF SOUTH 352ND STREET; THENCE NORTH 880 31' 41" WEST ALONG SAID NORTH MARGIN, 470.79 FEET TO THE EAST MARGIN OF 16T" AVENUE SOUTH; THENCE NORTH 01 ° 34' 08" EAST ALONG SAID EAST MARGIN, 466.71 FEET TO THE TRUE POINT OF BEGINNING. The undersigned as Grantor declares that the above described property is hereby subject to an easement for a natural or constructed conveyance system and hereby dedicates, covenants, and agrees as follows I City shall have the right to ingress and egress over those portions of real property described above to access such easement area for inspection of and to reasonably monitor the system for 7 ^1 performance, operational flows or defects in accordance with City's Surface Water Management Divisions procedures j 2 if City determines that maintenance or repair work is required to be done to the system, the Manager of the Surface Water Management Division of the Department of Public Works shall give _ Grantor notice of the specific maintenance and/or repair required, with notice shall also set a reasonable time in which such work is to be completed by the Grantor, its heirs, successors or assigns If the above required maintenance and/or repair is not completed within the time set by the Manager, the City may perform the required maintenance and/or repair Written notice will be sent i to the Grantor stating the City's intention to perform such maintenance Maintenance work will not commence until at least seven (7) days after such notice is mailed, during which time Grantor may commence such maintenance or repair if, within the sole discretion of the Surface Water Management Division Manager, there exists an imminent or present danger, said seven (7) day notice period will be waived and maintenance and/or repair work will begin immediately 3 If at any time the City reasonably determines that any existing retention/detention system creates any conditions detrimental to the receiving surface water system, public and/or private property, the Surface Water Management Division Manager may take measures specified therein 4 The Grantor shall assume all responsibility for the cost of any maintenance and for repairs to the system Such responsibility shall include reimbursement to the City within thirty (30) days of the co receipt of the invoice for any such work performed Overdue payments will require payment of 0 c.i interest at the current legal rate as liquidated damages If legal action ensures, the prevailing party V" is entitled to costs or fees ca 5 The Grantor is hereby required to obtain written approval from the Surface Water Management cr Division Manager of the City of Federal Way Department of Public Works pnor to performing any o alterations or modifications to the drainage facilities contained within property as described previously Any notice or consent required to be given or otherwise provided for by the provisions c of this Agreement shall be effective upon personal delivery, or three (3) days after mailing by u Certified Marl, return receipt requested cv 6 This Agreement constitutes the entire agreement between the parties, and supersedes all pnor discussions, negotiations, and all agreements whatsoever whether oral or written This covenant is intended to protect the value of desirability of the real property described above, and shall insure to the benefit all the citizens of City of Federal Way, and shall be binding on all heirs, successors, and assigns COSTCO WHOL By ;U Rwhar 1 dl I Its Vice-President/GeneralCounsel 999 Lake Drive !!! Issaquah, WA 98027 0 0 STATE OF WASHINGTON ) ) ss COUNTY OF KING ) On this day personally appear far, me Richard J Olin, to me }mown to be the Vice-President/General Counseya4ostc Wholesale, the corporation that executed the foregoing License and acknowledged the said instrument to be the free and voluntary act and !� � g Y deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation GIVEN my h�and and official seal this ld day of , 20� � (notary signature) (typed./printed name of notary) Notary Public in and for the State of My commission expires . �a ov 1 \csdc\docs\save\33835163084 doe RETURN ADDRESS: City of Federal Way 11111, 1 1 — Attn Kim Scattarella 33530 First Way South 44 P O Box 9718 1 l f Federal Way, WA 98063-9718 20020429001245 GQRGHAUSEN CON WAI 12 00 PAGE 001 OF 004 04/29/M2 11 :03 KING COUNTY, WA CITY OF FEDERAL WAY LOCAL IMPROVEMENT DISTRICT WAIVER OF PROTEST COVENANT Grantor (s) Costco Wholesale Corporation, a Washington corporation 01a' Grantee(s) CITY OF FEDERAL WAY, a Washington municipal corporation cv Property Legal Description (abbreviated) PORTION SW IA SEC 21, T21N, R4E, W M Q Additional Legal Descriptions on Exhibit A n Assessor's Tax Parcel ID#(s) 219260-0180-03 CM cr S-T-R 21-21-04 `3 Permit No 01-103289-000-00-CO n � THIS COVENANT is made by Costco Wholesale Corporation, a Washington corporation, ("Property Owner") in favor of the City of Federal Way, a Washington municipal corporation ("City") A The Property Owner owns certain real property commonly known as 35100 Enchanted Parkway South, Federal Way, WA 98003 and legally described as follows See Exhibit "A" attached hereto and incorporated herein by this reference. ("Property') B The Property Owner has submitted a request for a building permit under Permit No 01-103289-000-00-CO to construct a gas station on the Property which abuts a substandard City nght-of-way known as Enchanted parkway, which project will impact and derive special benefits from the public right of way C The City may, in the future, construct, reconstruct or improve Enchanted Parkway to City standards including, but not limited to, curbs, gutters, sidewalks, driveways across sidewalks, storm drains, retaining walls, street illunimation, landscaping, slope protection, underground power, and necessary appurtenances consistent with good street construction ("Improvements"), so as to benefit the Property, through the formation of a Local Improvement District NOW, THEREFORE, the Property Owner agrees as follows 1 Pernnt The Property Owner may obtain a building permit for a gas station without the installation of the Improvements so long as all other conditions of the permit, if any, are complied with to the City's satisfaction 2 No Protest Pursuant to RCW 35 43 182 and in consideration of the City approving said permit, the Property Owner agrees to participate in and not protest the formation of a Local improvement District pursuant to RCW 35 43 180 3 Term This Covenant shall be for a term of ten (10) years commencing on the date of execution hereof and terminating ten (10) years thereafter 4 Improvements Nothing in this Covenant shall in any way absolve the Property Owner of any underlying obligation to make any public improvements as a condition of permit approval under any application other than Permit No 01-103289-000-00-CO prior to the expiration date of this Covenant or upon eighty (80) days written notice from the City if such public improvements are required pursuant to the Federal Way City Code, any other aas permit application, or other applicable laws, rules, or regulations, as now existing or hereafter adopted or amended The Improvements may be necessary to mitigate the effects of the development of the Property This Covenant shall be construed only as 4 providing an alternative means for payment for necessary public improvements through �s the formation of a Local Improvement District - - 5 Bindin-,Effect This Covenant shall be construed to touch and concern the land, shall run Q' with the land and bind the Property Owner, it's successors in interest, heirs and assigns cr. G Filing This Covenant shall be recorded by the Property Owner with the King County Office of Records and the Property Owner shall pay all recording fees 7 Limitation Nothing in this Covenant shall be construed to waive the Property Owner's right to object to the Property Owner's individual assessment (including the determination of special benefits allocable to the Property), or to appeal to the Superior Court the decision of the Federal Way City Council affirming the final assessment roll DATED this %y day of , 20 AX COSTCO WHOLESALE CORPORATION By Rich4 7 n Its Vice -President / General Counsel / Asst Secretary 999 Lake Drive Issaquah, WA 98027 STATE OF WASHINGTON ) ) ss COUNTY OF KING ) On this Id day of Jbefore me, the undersigned, a Notary Public in and for the State of Wastungton, duly corngCssioned and sworn, personally appeared before me; to me known to be Richard J Olin. of Costco Wholesale Corporation, the 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 heAhe was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation Witness my hand and official seal hereto affixed the day and year first above written (typed/printed name of notary) �- Notary Public in and for the State of VYa gt#s o :4 My commission expires ,r• .," 'y4 e. �iy',11f Cix � 1 _ � w 40 4=' CIO .�.: ep 1 \csdc\docs\save\33902216023 doc Rev 09/04/01 EXHIBIT "A" LEGAL DESCRIPTION PARCEL A• That portion of the vacated plat of East Tacoma Central Addition "B; according to plat recorded in Volume 4 of Plats at page(s) 43, Records of King County, Washington, described as follows COMMENCING at the Southwest corner of Section 21, Township 21 North, Range 4 East, W M , in King County, Washington; THENCE North 01 ° 34' 08" East along the West line of said subdivision, 496.66 feet, THENCE South W 35' 16" East, 50.00 feet to the East margin of 16th Avenue South and the TRUE POINT OF BEGINNING; THENCE South 880 35' 16" East, 470.00 feet, THENCE South 010 2V 19" West, 467 20 feet to the North margin of South 352nd Street; THENCE North 88° 31' 41" West along said North margin, 470 79 feet to the East margin of 16th Avenue South; cbr THENCE North 01 ° 34' 08" East along said East margin, 466 71 feet to the TRUE POINT OF BEGINNING. ca C r r • rS'T'1jR v� r0`�hL LA��g EXPIRES 6 / 1810i' Project Name- Costco Gasoline - Federal Way, Washington December 16, 1999 RWG/sm 6076L 001 Return Address: Lakehaven Utility District P O Box 4249 Federal Way, WA 980634249 �0030400�19fi 0GE 000@3F000e&EAS 23.06 KING COUNTY, �fA COVER SHEET Document Title: Easement for Water Facilities Reference Number(s): N/A Grautor(s): u Costco Wholesale Grantee(s): Lakeh aven Utility District Legal Description: Portion Vacated Plat of East Tacoma Central Addition "B" Addit onal legal description is on Exlubit "A" of document Assessor's Pi operty Tax Parcel/Account Number: 219260-0290 DISTRICT USE ONLY BELOW THIS LINE Account Number: 1245.100 2000.000 Project Number: 6100026 Find: Ss T SEWER / JOINT Amount: $23.00 EXCISF TAx NOT SEQl.lIRED Nnq Co ROOPM OMBIon BY ` De" EASEMENT FOR WATER FACILITIES THIS AGREEMENT by and between Lakehaven Utility District, a municipal corporalion of King County, Washington, hereinafter termed "Grantee" and hereinafter termed "Grantor" WITNESSETH: That Grantor, for and in consideration of one Dollar or other valuable consndei anon, the receipt of which is hereby acknowledged, hereby conveys to the Grantee, A perpetual, non-exclusive easement and nght-of way for water facilities and all appurtenances related thereto, through, over and across the following described real property See EXHIBIT "A" & `B" Grantee and its agents, designees or assigns shall have the right, without prior institution of any suit or proceeding at law and without prior notice to Grantor, at such time as Grantee deems necessary, to enter upon said property, by foot or velucle, for the instillation, repair, reconstruction or maintenance of water facilities and appurtenances without incurring any legal obligation or liability therefore, provided that such shall be accomplished in a mariner that existing private improvements shall not be disturbed or destroyed or in the event that they are disturbed or destroyed, they will be replaced or repaired, as nearly as is practicable, to as good a condition as they were immediately before the property was entered upon by the Grantee Costco Gas Station Agreement No 00-476 Easement No J12 833 LUD 201 E 03 (10/27/97) Grantor hereby agrees that no building, wall, fence, rockery, trees or structure of any kind ,hall be erected or planted, nor shall any fill material be placed within the boundaries of said easement area No excavation shall be made within three feet of said water service facilities and the surface level of the ground within the easement area shall be maintained at the elevation as currently existing In the event that this provision is violated, the Grantee shall have the right to require removal of any such structure and same shall be accomplished within a reasonable period of time and at Grantor's expense Failure of Grantee to so exercise its right to require removal shall not constitute waiver of this right Grantor additionally grants to the Grantee, its agents, designees or assigns, the use of such additional area immediately adjacent to said easement area as shall be required for the construction, reconstruction, maintenance and operation of said water service facilities The use of such additional area shall be held to a reasonable minimum and be returned to the condition existing immediately before the property was entered upon by Grantee or its agents This Agreement and each of the terms, provisions, conditions and covenants herein shall be binding upon and apply to the benefit of the parties hereto and their respective successors ,and assigns DATED this /7410 day of�[1.17h� ez �a� By Its (4)J U M STATE OF WASHINGTON } SS. County of I certify that I know or have satisfactory evidence that ) MAID J�L signed this aistriunent, on oath stated that L was authorized to Vex utethe ins eilt ;irrd aclrnowledged it as the dL - of �i[j•� PJ to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument DATED: JawAalw Iyty, 'ROQai i=;,�� NOTARY 'pCti.y it U PUB\yp FAQ LUD 201 E 03 {l �fi w 1l►»�1 Notary Pilbhc Title My appointment expires WATER LINE EASEMENT FOR A FIRE HYDRANT That portion of the vacated plat of East Tacoma Central Addition "B", according to the plat thereof recorded in Volume 4 of Plats, Page 43, Records of King County, Washington, in the Southwest quarter of Section 21, Township 21 North, Range 4 East, Willamette Meridian, lying within a strip of land 15 00 feet in width, having 5 00 feet of such width on Northerly side and 10 00 feet on the Southerly side of the centerline of an existing water line, the alignment of which is described as follows COMMENCING at the intersection of the Easterly margin of Enchanted Parkway (S R 161), and the Northerly margin of South 352nd Street, THENCE South 88, 31' 41" East, 260 13 feet along said Northerly margin to said water line, THENCE along said water line and easement centerline the following five courses THENCE North 01° 08' 21" East, 9 80 feet to a point hereinafter referred to as Point "A", THENCE continuing North 01 ° 08' 21" East, 112 86 feet to the beginning of a curve concave Westerly having a radius of 173 00 feet, THENCE Northerly and Northwesterly 74 93 feet along said curve through a central angle of 24° 48' 52" to the TRUE POINT OF BEGINNING of beginning of this centerline description, THENCE South 66' 19' 29" West, 22 53 feet to the terminus of this centerline description The sidelines of said easement shall be shortened or lengthened as necessary as to intersect at angle points and a line which passes through the TRUE POINT OF BEGINNING and terminus at right angles Qf�y� v � 2 �'28 Q �. fa�'Ft y *Ifl E—5:1 Project Name Costco Gas Station November 14, 2002 PWllss 6076L 006 wpd 3- 1-7- S33 EASEMENT FOR FIRE HYDRANT 1 S66' 19'28iN(R) 5', 1 22 53' l 10' R = 17300 L=7493 l A = 24748'52" 0 25 50 EASEMENT PER REC m 15' S(iALE' 11 60' NO 9709220715 cV w N POINT 'A' o 0 z N01'08'21'E 980 ' S 88'31'41 "E 260 IS SOUTH 352nd STREET File• P \06000s\6076\survey\607W3 dwg Dote/Time- 11/14/2002 15 25 Scale 1=50 pwallace Xrefs Scale., For: Job Number Horizontal 1"=50' Vertical COSTCO 6076 �~ �f'iA& 18215 72NO AVENUE SOUTH WHOLESALE n KENT, WA 98032 Sheet (425)251-6222 i (425)251-8782 FAX Title: CIVIL ENGINEERING, LAND FIRE HYDRANT PLANNT'�B1G NG, SURVEYING, IENVIRQNMENTALL SERVICES EASEMENT 1 7 of. Return Address: Lakehaven Utility District P O Box 4249 Federal Way, WA 98063-4249 ���� � � 14000197 KING CO00IUNTof 00SY PA E EAS 23.00 10/14/2003 08.0r KING CCU kTY . WA COVER SKEET Document Title: Easement for Water Facilities Reference Number(s): 970220715 r Grantor(s): Costco Wholesale Grantee(s): Lakehaven Utility District Legal Description: Portion Vacated Plat of East Tacoma Central Addition "B" Additional legal description is on Exhibit "A" of document Assessor's Property Tax Parcel/Account Number: 2192Ei0-0290 DISTRICT USE ONLY BELOW THIS LINE Account Number: 1245.100.2000 000 Project Number: 6100026 Fund: (eirct= SEWER / JOINT Amount: $23.00 EXCISE TAX 110 ,'1FrIJERED King Co Rawrss Div3z-,on - --- Deputy EASEMENT FOR WATER FACILITIES THIS AGREEMENT by and between Lakehaven Utility District, a municipal corporation of Icing County, Washington, hereinafter termed "Grantee" and hereinafter termed "Grantor" WITNESSETH: That Grantor, for and in consideration of one Dollar or other valuable consideration, the receipt of which is hereby acknowledged, hereby conveys to the Grantee, A perpetual, non-exclusive easement and nght-of-way for water facilities and all appurtenances related thereto, through, over and across the following described real property See al Cached EXHIBIT "A" - legal description of partial realignment of water main recorded under Auditor's File No. 970220715 See attached EXHIBIT "B" — drawing depicting the legal descriptions Grantee and its agents, designees or assigns shall have the right, without prior institution of any suit or proceeding at law and without prior notice to Grantor, at such time as Grantee deems necessary, to enter upon said property, by foot or vehicle, for the installation, repair, reconstruction or maintenance of water facilities and appurtenances without incurring any legal obligation or liability therefore, provided that such shall be accomplished in a manner that existing private improvements shall not be disturbed or destroyed or in the event that they are disturbed or destroyed, they will be replaced or repaired, ,as nearly as is practicable, to as good a condition as they were immediately before the property was entered upon by the Grantee Costco Gas Station Agreement No 00-476 LUD 201 E0 1 (10127197) Easement No J12 834 Grantor hereby agrees that no building, wall, fence, rockery, trees or structure of any kind shall be erected or planted, nor shall any fill material be placed within the boundaries of said easement area No excavation shall be made within three feet of said water service facilities and the surface level of the ground within the easement area shall be maintained at the elevation as currently existing In the event that this provision is violated, the Grantee: shall have the right to require removal of any such structure and same shall be accomplished within a reasonable period of time and at Grantor's expense Failure of Grantee to so exercise its right to require removal shall not constitute waiver of this right Grantor additionally grants to the Grantee, its agents, designees or assigns, the use of such additional area immediately adjacent to said easement area as shall be required for the construction, reconstruction, maintenance and operation of said water service facilities. The use of such additional area shall be held to a reasonable nummum and be returned to the condition existing immediately before the property was entered upon by Grantee or its agents. This Agreement and each of the terms, provisions, conditions and covenants herein k shall be biadmg upon and apply to the benefit of the parties hereto and their respective successors and assigns. DATED this day of dbIA A-,(J-PiLJ " o 44'ab By Its STATE OF WASHINGTON } ` ss. County of } I certify that I know or have satisfactory evidence that ;=.�[� signed this instrument, on oath stated that was authorized to execute the instrument and ackno ledged it as the of to be the free and voluntary act of such part for the uses and purposes mentioned in the instrument DATED: MJ17L&Zl77� SP,gQ�i�o+� iij Z" NpTARY `p p '� Not Public I71422d-d4r11z-) a �•�' S Title :, � �PU�0 . 0 : My appointment expires /f LUo tot 4 PARTIAL REALIGNMENT OF WATER LINE EASEMENT 7 RECORDING NO 9709220715 �, That portion of the vacated plat of East Tacoma Central Addition "B", according to the plat thereof recorded in Volume 4 of Plats, Page 43, Records of King County, Washington, in the Southwest quarter of Section 21, Township 21 North, Range 4 East, Willamette Meridian, lying within a strip of land 15 00 feet in width, having 5 00 feet of such width of the Westerly and Northerly sides and 10 00 feet on the Easterly and Southerly sides of the centerline of an existing water line, the alignment of which is described as follows COMMENCING at the intersection of the Easterly margin of Enchanted Parkway (S R 161), and the Northerly margin of South 352nd Street, THENCE South 88° 31' 41" East, 260 13 feet along said Northerly margin to said water line, THENCE along said water line and easement centerline the following five courses THENCE North 01 ° 08' 21" East, 9 80 feet to a point hereinafter referred to as Point "A", THENCE ccntmwng North 01° 08' 21" East, 112 86 feet to the beginning of a curve concave Westerly having a racius of 173 00 feet, THENCE Northerly and Northwesterly 110 30 feet along said curve through a central angle of 36° 21' 52", THENCE North 35° 23' 31" West, 94 00 feet to the TRUE POINT OF BEGINNING of beginning of this centerline description, THENCE continuing North 35° 23' 31" West, 3 42 feet, THENCE North 01 ° 34' 08" East, 47 09 feet to the terminus of this centerline description, The sidelines of said easement shall be shortened or lengthened as necessary as to intersect at angle points and a line which passes through the TRUE POINT OF BEGINNING and terminus at right angles Project Name Costco Gas Station May 20, 2002 DJS/bq 6076L 005 wG>d Llunv EXPIRES: 1 -15. C)?' WATER EASEMENT RELOCATION f' EASEMENT PER REC 15' NO 9501230404 i 553'54'111Y 6800' � (ARANDONME4; O B S53'54'11"W 500, N29'27'171W—/ 37 21' N35'23'31"W- 3 42' T P 0 B OF ABANDONMENT OF REC NO 9709220715 AND OF RELOCATION N35'23'31 "W 98 49 (9400' TO T P 0 6 ABANDONMENT) 0 25 50 SCALE: 1' + 50' AREA OF RELOCATION AREA OF ABANDONMENT • � T.P.O.B OF ABANDONMENT OF REC NO 9501230404 N01'34'08"E 4709 1 1 1 �w EASEMENT PER REC 15, NO 9709220715 w m o{ z r`I i de P\96OD)L8\EQ7b/suw"\6076ZX26wg Date/Time 05/21/ewz to ii acaie 1=5u pwanoce uers Scale: Horizontal 1 "=50' Vertical For: Ci 0 S TC0 Job Number 6076 18215 72ND AVENUE SOUTH WHOLESALE 'tff WA 98032 (425)251-6222 sneer (4M)251-8782 FAX Title: WATER CML ENGINEERING, LAND PLANNING, SURVEYING, +x� EASE�nENT RELOCATION 1 1 ENVIRONMENTAL SERVICES 1 nI RECEIVED JAN 3 0 2020 FEDERAL WAY COMMUNITY DEVELOPMENT PRELIMINARY TECHNICAL INFORMATION REPORT Costco Loc. 61 - Tire Center Addition 35100 Enchanted Parkway South Federal Way, Washington Prepared for: Costco Wholesale 999 Lake Drive Issaquah, WA 98027 January 25, 2020 Our Job No. 6076 r- 0 CL 4) 0 6.2 c. M C-0 E �, a c: 0 0 �C �W= °' co U) CD o Z US c6 C I O U� o ~ �JLL O m m O L a TABLE OF CONTENTS 1.0 PROJECT OVERVIEW Figure 1 —Technical Information Report (TIR) Worksheet Figure 2 — Vicinity Map Figure 3 — Drainage Basins, Subbasins, and Site Characteristics Figure 4 — Soils Map Figure 5 — Developed Basin Map 2.0 CONDITIONS AND REQUIREMENTS SUMMARY [2016 KCSWDM] 2.1 Analysis of the Core Requirements 2.2 Analysis of the Special Requirements Figure 6 — Flow Chart for Minimum Requirements 3.0 OFF -SITE ANALYSIS 4.0 FLOW CONTROL, LOW IMPACT DEVELOPMENT (LID) AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 4.1 Existing Site Hydrology 4.2 Developed Site Hydrology 4.3 Performance Standards 4.4 Flow Control System 4.5 Water Quality System Figure 7 — Draft WWHM 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 6.0 SPECIAL REPORTS AND STUDIES 6.1 Geotechnical Engineering Report prepared by Kleinfelder, Inc. dated October 16, 2018 6.2 Technical Information Report for the Proposed Costco Gasoline Facility prepared by Barghausen Consulting Engineers, Inc. dated November 19, 2001 7.0 OTHER PERMITS 8.0 CONSTRUCTION STORMWATER POLLUTION PREVENTION (CSWPP) ANALYSIS AND DESIGN 8.1 Erosion and Sediment Control (ESC) Plan Analysis and Design 8.2 Stormwater Pollution Prevention and Spill (SWPPS) Plan Design 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 10.0 OPERATIONS AND MAINTENANCE MANUAL 6076.026-TIR.docx Tab 1.0 1.0 PROJECT OVERVIEW The proposed Costco tire center addition is located at 35100 Enchanted Parkway South, within a portion of Section 21, Township 21 North, Range 4 East, Willamette Meridian, City of Federal Way, King County, Washington. Please see Figure 2, Vicinity Map, for a graphical depiction of the exact site location. The site (also known as subject property) consists of two (2) parcels (APN: 219260-0290-00 and 21926-00180-03), 12.50 acres in total. The proposed development will be limited to approximately 2 acres of disturbed area on the subject property. The entire property is currently developed with asphalt paving, parking, landscaping, and an existing Costco Warehouse and Fuel Facility. The Fuel Facility and Warehouse reside on different parcels. The site generally slopes from the east property boundary towards the west boundary at slopes ranging from five to 10 percent. The majority of the developed site is covered in asphalt pavement. Existing conditions are further described in Section 4.0 Part A — Existing Site Hydrology. The project proposes to expand the existing Warehouse with a tire center addition. The project proposes to route a portion runoff to an on -site detention vault to meet flow control requirements criteria set forth in the 2016 King County Surface Water Design Manual (KCSWDM) and the 2017 Federal Way Addendum to the KCSWDM. As part of a separate project for the Fuel Expansion water quality improvements will be implemented for the entire Costco site. The project site consists of one existing Threshold Discharge Area (TDA) and the improvements trigger Full Drainage Review. An analysis of the applicable Core and Special requirements are provided in Section 2.0 of this report. The proposed Costco tire center addition will be constructed on the east parcel (APN 2192600180). Proposed conditions are further described in Section 4.0 Part B — Developed Site Hydrology. 6076.026-TIR.docx Figure 1 Technical Information Worksheet (TIR) KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner Costco Wholesale Phone (425)313-8100 Address 999 Lake Drive Issaquah, WA 98027 Project Engineer Megan E.S. Palmer, P.E. Company Barghausen Consulting Engineers, Inc. Phone (425)251-6222 Part 3 TYPE OF PERMIT APPLICATION ❑ Landuse Services Subdivision / Short Subd. / UPD ® Building -Services M/F Commercial SFR ❑ Clearing and Grading ❑ Right -of -Way Use ❑ Other i Part 5 PLAN AND REPORT INFORMATION i ecnnicai intormation Keport Type of Drainage Review Full / Targeted / (circle): Large Site Date (include revision 1/24/20 dates): Date of Final: TBD Part 6 ADJUSTMENT APPROVALS Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Costco Tire Center — Federal DDES Permit # N/A Location Township 21N Range 4E Section 21 Site Address 35100 Enchanted Parkway South Federal Way, WA 98003 rPart 4 OTHER REVIEWS AND PERMITS I _ I ❑ DFW HPA ❑ COE 404 ❑ DOE Dam Safety ❑ FEMA Floodplain ❑ COE Wetlands ❑ Other ❑ Shoreline Management ❑ Structural Rockery/Vault/ ❑ ESA Section 7 Site Improvement Plan (Engr. Plans) Type (circle one): Full / Modified / Small Site Date (include revision 1/24/20 dates): Date of Final: TBD Type (circle one): Standard / Complex / Preapplication / Experimental / Blanket Description: (include conditions in TIR Section 2) N/A Date of 2016 Surface Water Design Manual 1 6076 TIR WORKSHEET.doc KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 7 MONITORING REQUIREMENTS Monitoring Required: Yes / No Start Date: Completion Date: Part8 SITE COMMUNITY AND DRAINAGE BASIN Describe: Community Plan: Special District Overlays: Drainage Basin: Hylebos Creek Basin Stormwater Requirements: Flow Control and Enhanced Basic Water Qualily Part 9 ONSITE AND ADJACENT SENSITIVE AREAS ❑ River/Stream ❑ Steep Slope ❑ Lake ❑ Erosion Hazard ❑ Wetlands ❑ Landslide Hazard ❑ Closed Depression ,. ❑ Coal Mine Hazard ❑ Floodplain ❑ Seismic Hazard ❑ Other ❑ Habitat Protection EJ Part 10 SOILS Soil Type Everett-Alderwood gravelly sandy loam Alderwood. Gravelly Sand Slopes 8-15 6-15 ❑ High Groundwater Table (within 5 feet) ❑ Sole Source Aquifer ❑ Other ❑ Seeps/Springs ❑ Additional Sheets Attached Erosion Potential 2016 Surface Water Design Manual 2 6076 TIR WORKSHEET.doc a KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL -4 TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 11 DRAINAGE DESIGN LIMITATIONS REFERENCE 1-1 El El El L_I Haaivonal Sneets Httacnea LIMITATION / SITE CONSTRAINT Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Threshold Discharge Area: name or descri .lion) Core Requirements (all 8 apply) Discharge at Natural Location Number of Natural Discharge Locations: I Offsite Analysis Level: 1 / 2 / 3 dated: N/A Flow Control Level: 1 / Q / 3 or Exemption Number N/A (incl. facility summary sheet) Small Site BMPs N/A Conveyance System Spill containment located at: SW Property Corner Erosion and Sediment Control ESC Site Supervisor: TBD Contact Phone: TBD After Hours Phone: TBD Maintenance and Operation Responsibility: Privat / Public If Private, Maintenance Log Required: es / No Financial Guarantees and Provided: Yes / No Liability Water Quality Type: Basic / Sens. Lake / lEnhanced Basi / Bog (include facility summary sheet) or Exemption No. Landscape Management Plan: es / No Special Requirements (as applicable) Area Specific Drainage Type: CDA / SDO / MDP / BP / LMP / Shared Fac. / None Requirements Name: Floodplain/Floodway Delineation Type: Major / Minor / Exemption / None 100-year Base Blood Elevation (or range): Datum: Flood Protection Facilities Describe: None Source Control Describe land use: Commercial (comm./industrial Ianduse) Describe any structural controls: Media Filtration and oil/water separator 2016 Surface Water Design Manual 3 6076 TIR WORKSHEET.doc KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Oil Control High -use Site: Yesl / No Treatment BMP: Oil/water separator Maintenance Agreement: es / No with whom? Costco Wholesale Other Drainage Structures Describe: Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION ® Clearing Limits ❑ Stabilize Exposed Surfaces ❑ Cover Measures ® Remove and Restore Temporary ESC Facilities ® Perimeter Protection ® Clean and Remove All Silt and Debris Ensure ❑ Traffic Area Stabilization Operation of Permanent Facilities ❑ Sediment Retention ❑ Flag Limits of SAO and open space preservation areas ❑ Surface Water Control ❑ Other ❑ Dewatering Control M Dust Control ❑ Flow Control Part 14 STORMWATER FACILITY DESCRIPTIONS Note: Include Facility Su mary and Sketch Flow Control Type/Description Water Quality Type/Description ® Detention Vault ❑ Biofiltration ❑ Infiltration ❑ Wetpool ❑ Regional Facility ® Media Filtration Modular Wetland ❑ Shared Facility ® Oil Control Oil/Water Separator ❑ Flow Control ❑ Spill Control BMPs ❑ Flow Control BMPs ❑ Other ❑ Other 2016 Surface Water Design Manual 4 6076 TIR WORKSHEET.doc KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTS/TRACTS ❑ Drainage Easement ❑ Covenant ❑ Native Growth Protection Covenant ❑ Tract ❑ Other Part 16 STRUCTURAL ANALYSIS ❑ Cast in Place Vault ❑ Retaining Wall ❑ Rockery > 4' High ❑ Structural on Steep Slope ❑ Other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the information provided ere is accurate. 01/24/2020 Signed/Date 2016 Surface Water Design Manual 5 6076 TIR WORKSHEET.doc Figure 2 Vicinity Map I I-w R S AV K[ 6 AV —v C-0 I I E IV 98 P-I w �j SAW Ef) w m E M ut; Z .2 4 w -§'77vTc j m S LU coo ��j 10 ` 3 M S AV 6Z w V) U) S AV 9Z Lij S AV RZ sio2z z m S LZ V SE .2 -fir,_ o Cal ui C\I S AV VZ CO LLI AV OZ AV�Z L: LL0 � LL co 0 u cm, S AV ft AMMd C13IrH3N3 "G A' 00 0 V) ff 0 a) LU 0 00 N tn c S AV CrO E Ln tA co U) IL 'D r N N (D N 0 C L6 LL CML F en U 00 8 6 -F t E An 70-9 441/1 U) E 0 0 Lt.a —; 0 w ,4) 8 Are 9 w 1 17 cn m- �p ad % a 0. LP 0. s Vi s AV 11 cn LL ks, 0) co RNI L AV Z,' Z Z c w ui &*,7 S,da1 SId v 3 Av t m co MSAVZ" Figure 3 Drainage Basins, Subbasins, and Site Characteristics _-j Tab 2.0 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 2.1 Analysis of the Core Requirements Core Requirement No. 1: Discharge at the Natural Location. Response: Discharge for both Costco parcels is contained in one Threshold Discharge area JDA). The site is currently developed, and runoff from both parcels is conveyed through an underground pipe conveyance system to the Northwest corner of the property along Enchanted Parkway. In the existing condition, runoff is treated and detained prior to entering the City Stormwater Main on Enchanted Parkway. The discharge location is not being modified with the project scope. Core Requirement No. 2: Off -Site Analysis. Response: An Off -Site Analysis has been performed and has been provided in Section 3.0. Core Requirement No. 3: Flow Control Facilities Response: The project falls within Conservation Flow Control Areas for Flow Control requirements. The site is proposing an underground detention vault within the parking area to meet the flow control requirements for the site. Please refer to Section 4-D of this report for further discussion. Core Requirement No. 4: Conveyance System. Response: The site currently is conveyed via an underground conveyance system. The proposed tire center addition will reroute a portion of the existing storm for the proposed detention vault and the outlet of the proposed vault will connect to the existing on -site conveyance system. The remainder of the existing conveyance system will not change as a result of the proposed improvements For the tire center addition. The new lines will be designed to convey flow from the 100-year peak flow per the 2016 KCSWDM. Core Requirement No. 5: Construction Stormwater Pollution Prevention Response: Erosion and sediment controls will be provided to prevent the transport of sediment downstream. The proposed erosion and sediment control measures are further described in Section 8.0 of this report and have been designed pursuant to the 2016 KCSWDM. Core Requirement No. 6: Maintenance and Operations. Response: A Maintenance and Operations manual will be provided with the final TIR, as necessary. Core Requirement No. 7: Financial Guarantees and Liability. Response: Financial guarantees will be provided prior to permit approval. Core Requirement No. 8: Water Quality Facilities Response: Per the 2017 City of Federal Way Addendum to the 2016 KCSWDM, Redevelopment projects replacing 5,000 sf or more of pollution generating impervious surfaces require the entire subject property be brought into compliance. Since the Fuel 6076.026-TIR.docx Facility Expansion project on the west parcel (APN 2192600290) is anticipated to be constructed prior to the tire center addition project, the proposed water quality improvements for both projects are anticipated to be constructed as part of the Fuel Facility Expansion project. Please see Section 4.0 E for more information on the water quality improvements. Core Requirement No. 9: Flow Control BMPs. Response: Current standards require Flow Control BMPs for applicable target impervious surfaces. We have determined Flow Control BMPs to be infeasible for this project, due to significant site constraints. Please see section 4.0-D for a more detailed discussion. 2.2 Analysis of the Special Requirements Special Requirement No. 1: Other Adopted Area -Specific Requirements. Response: This Special Requirement is not applicable to the project. The project site is not located in an adopted area. Special Requirement No. 2: Flood Hazard Area Delineation. Response: The site does not lie within any FEMA-delineated Flood Hazard Areas; therefore, this requirement does not apply. Special Requirement No. 3: Flood Protection Facilities. Response: This Special Requirement is not applicable to the project. The site does not rely on flood protection facilities. Special Requirement No. 4: Source Control. Response: The Special Requirement is not applicable to this project. Special Requirement No. 5: Oil Control. Response: The project site is considered a high -use site, therefore oil control is required. Oil control is currently being provided by a coalescing plate oil/water separator installed prior to the downstream detention vault. 6076.026-TIR.docx Figure 6 Flow Chart for Minimum Requirements SECTION 1.1 DRAINAGE REVIEW FIGURE 1.1.2.A FLOW CHART FOR DETERMINING TYPE OF DRAINAGE REVIEW REQUIRED Is the project a single family residential or agricultural project that results in >_2,000 sf of new plus replaced impervious surface or >_7,000 sf of land disturbing activity, results in less than 5,000 square feet of new plus replaced pollution generating impervious surface, results in less than acre of pollution generating pervious surfaces AND meets one of the following criteria? • The project meets the Basic Exemption from flow control in Core Requirement #3. Note the Basic Exemption thresholds are applied by project site. • For projects inside the Urban Growth Area on predominately till soils: The project results in no more than 7,947 square feet of target impervious surfaces* as defined in Section 1.1.2.1 AND proposed pervious area is equal to or less than 14,941 — 1.88 x (total target impervious surfaces) • For projects inside the Urban Growth Area on predominately outwash soils: The project results in no more than 6,872 square feet of target impervious surfaces* as defined in Section 1.1.2.1 AND proposed pervious area is equal to or less than 20,343 — 2.96 x (total target impervious surfaces) • For outside the Urban Growth Area on predominately till soils: The project results in no more than 5,074 square feet of target impervious surfaces* as defined in Section 1.1.2.1 AND proposed pervious area is equal to or less than 11,570 — 2.28 x (total target impervious surfaces) • For outside the Urban Growth Area on predominately outwash soils: The project results in no more than 4,000 square feet of target impervious surfaces* as defined in Section 1.1.2.1 AND proposed pervious area is equal to or less than 10,720 — 2.68 x (total target impervious surfaces) • Is an agricultural project that qualifies for the `Impervious Surface Percentage Exemption For Agricultural Projects" detailed in Core Requirement 3 SIMPLIFIED DRAINAGE REVIEW Section 1.1.2.1 No Yes Note: The project may also be subject to Targeted Drainage Review as determined below. Is the project a single family residential or agricultural project that results in >_2,000 sf of new plus replaced impervious surface or >_7,000 Yes DIRECTED DRAINAGE REVIEW sf of land disturbing activity AND is not subject to Large Project Section 1.1.2.3 Drainage Review as defined in Section 1.1.2.5? No Does the project result in >_2,000 sf of new plus replaced impervious No surface or >_7,000 sf of land disturbing activity? Yes Does the project have the characteristics of one or more of the following categories of projects (see more detailed threshold language on p. 1-15)? 1. Projects containing or adjacent to a flood, erosion, or steep slope hazard area; or projects within a Critical Drainage Area or Landslide Hazard Drainage Area. 2. Projects proposing to construct or modify a drainage pipe/ditch that is 12" or larger or receives runoff from a 12" or larger drainage pipe/ditch. 3. Redevelopment projects proposing >_$100,000 in improvements to an existing high -use site. No J Yes Reassess whether drainage review TARGETED DRAINAGE REVIEW is required per Section 1.1.1 (p. 1-9). Section 1.1.2.2 Is the project an Urban Planned Development (UPD), OR does it result in >_50 acres of new impervious surface within a subbasin or No multiple subbasins that are hydraulically connected, OR does it have a project site >_50 acres within a critical aquifer recharge area? Yes FULL DRAINAGE REVIEW Section 1.1.2.4 I LARGE PROJECT DRAINAGE REVIEW I Section 1.1.2.5 4/24/2016 2016 Surface Water Design Manual 1-14 1.1.2 DRAINAGE REVIEW TYPES AND REQUIREMENTS TABLE 1.1.2.A REQUIREMENTS APPLIED UNDER EACH DRAINAGE REVIEW TYPE Single family residential projects and agricultural projects that result in >_2,000 sf of new plus replaced impervious surface or >_7,000 sf of land disturbing activity but do not exceed the new plus Simplified replaced PGIS, new PGPS, and new pervious surface thresholds specified in Sec. 1.1.2.1; OR is an agricultural project that qualifies for the "Impervious Surface Percentage Exemption For Agricultural _ Projects". Single family residential projects and agricultural projects that result in >_2,000 sf of new plus Directed replaced impervious surface or >_7,000 sf of land disturbing activity that are not subject to Simplified Drainage Review or Large Project Drainage Review Projects that are not subject to Directed, Full or Large Project Drainage Review, AND have characteristics of one or more of the following categories of projects: 1. Projects containing or adjacent to a flood, erosion, or steep slope hazard area; projects within a Targeted Critical Drainage Area or Landslide Hazard Drainage Area. 2. Projects that construct or modify a drainage pipe/ditch that is 12" or larger or receive runoff from a 12" or larger drainage pipe/ditch. 3. Redevelopment projects with >_$100,000 in improvements to a high -use site.0) All projects that result in >_2,000 sf of new plus replaced impervious surface or >_7,000 sf of land Full disturbing activity but are not subject to Simplified Drainage Review, Directed Drainage Review, OR Large Project Drainage Review. Large Project UPDs, OR projects that result in >_50 acres of new impervious within a sub -basin or multiple sub- basins that are hydraulically connected, OR project sites >_50 acres within a critical aquifer recharge area. DRAINAGE REVIEW TYPE Simplified Directed Targeted Full Large Categ 1 Categ 2 Categ 3 Project SIMPLIFIED DRAINAGE i SEE NOTE 4 REQUIREMENTS I CORE REQUIREMENT #1 /(4) Y / (2,3) v *(2) / v v v Discharge at Natural Location CORE REQUIREMENT #2 /(4) v / (2.3) v *(2) /(3) Y /(3) /(3) �/ Offsite Analvsis CORE REQUIREMENT #3 /(4) Y / (z,3) v *(2) /(3) v /(3) v Flow Control CORE REQUIREMENT #4 /(4) Y / (2.3) v *(z) / v Convevance Svstem CORE REQUIREMENT #5 /(4) v Erosion & Sediment Control MORainte /(a) (2,3) *(2) Y✓(3) v/(3) ,✓/ ,�/ ance & Operations CORE REQUIREMENT #7 ✓(a) (2,3) *(2) (3) (3) Financial Guarantees & Liability CORE REQUIREMENT #8 v /(a) / (2,3) *(z) /(3) v V/(3) Water Qualityv CORE REQUIREMENT #9 Flow V/(4) v v Control BMPs SPECIAL REQUIREMENT #1 /(a) v (2,3) /(3) Y /(3) v /(3) Y Other Adopted Requirements SPECIAL REQUIREMENT #2 ,/(4) ✓ (2,3) /(3) v Y Flood Hazard Area Delineationv SPECIAL REQUIREMENT #3 /(a) v Y v v v Flood Protection Facilities SPECIAL REQUIREMENT #4 /(a) v (2,3) ✓ /(3) v /(3) v ✓(3) /(3) v ✓(3) Source Control SPECIAL REQUIREMENT #5 V/(4) Oil Control (1) Category 3 projects installing oil controls that construct or modify a 12-inch pipe/ditch are also Category 2 projects. (2) May be applied by DPER based on project or site -specific conditions. Documentation of compliance required. (3) These requirements have exemptions or thresholds that may preclude or limit their application to a specific project. (4) A proposed project subject to Simplified Drainage Review that complies with the Simplified drainage requirements detailed in Appendix C is presumed to comply with all the core and special requirements in Sections 1.2 and 1.3 except those requirements that would apply to the project if it is subject to Targeted Drainage Review as specified in Section 1.1.2.2. 2016 Surface Water Design Manual 4/24/2016 1-15 Tab 3.0 3.0 OFF -SITE ANALYSIS TASK 1STUDY AREA DEFINITION AND MAPS The proposed tire center addition will be constructed on the west side the existing Warehouse. The subject property is approximately 12.5 acres in size and the proposed improvements will be limited to 2 acres of disturbed area. Please see Figure 2, Vicinity Map, for a graphical description of the exact site location. The existing site slopes from East to West, with moderate slopes ranging from 5 to 10 percent. The site is developed and has a 90 percent impervious coverage percentage. Existing conditions are further described in Section 4.0 Part A. For a complete study, please see the Level 1 Downstream Analysis included with this submittal. Upstream Drainage Analysis The site receives little to no upstream runoff from adjacent properties. The Fuel Facility Parcel and the Warehouse Parcel are part of a single threshold discharge area. Please refer to Figure 3 for a representation of the Basin areas for the site. Downstream Drainage Analysis (Level 1) Task 1 In the pre -developed condition, stormwater runoff from the site is collected by the on -site conveyance, detention and flow control system. The storm water runoff is then discharged into the City system along Enchanted Parkway. The downstream route, except for the outfall location, has not been modified since the original construction as shown on the pages from the 1988 Design Plans that have been included in this report. Per review of historical aerial photos, the ultimate outfall into a public swale along Pacific Highway, circa 1989, was maintained until approximately 2016. Per review of the City of Federal Way storm GIS, the stormwater runoff from this location was modified to be conveyed through the public trunk line along 352nd and discharged into the 35th street pond (approximately 0.5 miles downstream from the project site). Task 2 The City of Federal Way has provided records of the Service Requests in the vicinity of the project site. After review of the information provided, we have determined that the majority of the documented flooding or erosion problems were not caused by runoff from the project site and have been resolved or closed. The only documented concern that may be impacted by runoff from the project site is located at the original outfall location (Service Request ID: S-0612-003). At this location (35100 Pacific Highway), turbid stormwater runoff was observed in June 2012. The violation was closed in May 2015. Please refer to the documentation included in this section. Task 3 The City of Federal Way has determined that field inspection of the downstream drainage is not necessary at this time as the drainage route between the site and the outfall is part of the City underground drainage system. Task 4 6076.026-TI R.docx In the developed condition, stormwater runoff will collected and provide flow control improvements as well as implementing new water quality treatment (per a separate project). 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Clearing and Excavating 1741 S 356" St. Federal Way, WA 98003 Re: Third Notice of Violation, Prohibited Stormwater Discharge Case Number 11-104763-000-00-VO Dear Mr. Lloyd, CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com VIA CERTIFIED MAIL #7009 3410 0000 8928 8720 On June 7, 2012, Surface Water Management (SWM) personnel documented prohibited stormwater discharges originating from your facility, 1741 S 356`h St., (Parcel Number 282104 9178). Observations indicate that highly turbid stormwater was being discharged during a rain event into the City's municipal separate stormwater system (MS4) at a concentration of 486 NTU. The June 7 discharge constitutes non-compliance with the Third Notice of Violation (Case Number l 1-104763-000- 00-VO) issued on May 9, 2012. As stated in the May 9, 2012 Notice of Violation, the discharge of contaminants to the stormwater and/or surface water must be immediately controlled at the site and a monetary penalty of $300.00 per day maybe assessed at this time. Penalties will cease to accrue only when the violation is corrected. Please contact me as soon as possible so that we can meet to discuss the latest monetary penalties, the current conditions at the site and your plans to control the contaminated stormwater runoff. I may be reached at daniel.sndtli LDcityuftedeT�f?x ay i of i or (253)835-2756. Sincerely, Dan Smith Water Quality Coordinator DS:dI cc: kir Ken Miller, Deputy Director Public Works Mr. Will Appleton, P.E., SWM Manager Mr. Mike Brewer, SWM Inspector Mr. Peter Beckwith, Assistant City Attorney Day File k:�swm\water quality\enf6rcement\noes\2012 nov\rl clearing nov I 1-104763\rl clearing 6-14,.12 let.doc PAC HWY mn e% CL o w ID 'C U) m D m U) Q Tab 4.0 �y 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 4.1 Existing Site Hydrology The existing site generally slopes from east to west with slopes ranging from five to 10 percent with a total relief of 25 feet across both parcels. The site is completely developed, with the majority of the site covered in asphalt and concrete pavement with a scattering of landscape planter islands. As described in section 3.0, stormwater runoff from the entire property is discharged at the easternmost portion of the site at Enchanted Parkway. See Figure 3 for basin delineations. 4.2 Developed Site Hydrology The project proposes an addition to the existing Warehouse with Tire Center located at the west side of the existing Warehouse. The addition will require the demolition of the existing parking pavement, and a relocated driveway. The project is required to meet Core Requirement No. 3; flow control will be met with an underground detention vault. Enhanced water quality treatment will be provided with the installation of Modular Wetland devices as part of a separate project or the Fuel Facility Expansion. The Fuel Facility Expansion project will treat all impervious area of both Costco parcels, per the Federal Way addendum to the 2016 KCSWDM. Source control (High Use) is already provided for the entire site via an Oil/Water Separator installed immediately prior to the final detention vault. The proposed improvements will result in approximately 2 acres of new or replaced impervious surfaces. These surfaces will all be considered pollution generating, with the exception of the roof runoff from the tire center addition. See Figure 3 for Basin delineations. 4.3 Performance Standards The project is subject to Conservation (Level 2) Flow Control, Enhanced Basic Water Quality treatment, Flow Control BMPs and high use (oil control) site provisions. High use, source control, and water quality have been designed pursuant to the 2016 KCSWDM. 4.4 Flow Control System The 2017 Federal Way Addendum to the 2016 KCSWDM dictates that all redevelopment projects provide flow control if they disturb or replace more than 2,000 SF of impervious surface area. The flow control requirement is met by an underground detention vault. It is not feasible to direct all target surfaces to the proposed detention vault, but the project proposed a mitigation trade area to compensate for the limited area of bypassed Target area. The Western Washington Hydrology Model (WWHM) program was used to size the proposed underground detention vault for the project. The vault sizing calculations are included within this section. Please see Figure 5 for a visual representation of Drainage Basin and see Figure 7 for WWHM report. 6076.026-TIR.docx In addition to Level 2 flow control, flow control BMPs are required for the scope of the tire center addition's disturbed area. The tire center addition includes 2 acres of new and replaced impervious area added after 2001. The rest of the site was developed prior to 2001 and will remain undisturbed, and is not subject to Flow Control BMPs. We have determined that implementation of Flow Control BMPs is infeasible for this site. The Large Lot BMP Requirements have been assessed and found infeasible for the following reasons: 1. Full Dispersion —The site does not have adequate native vegetated surface to disperse to. 2. Full infiltration of roof runoff — The existing site is fully developed and existing roof runoff is hard -lined into the on -site conveyance system. 3. Target surfaces to be mitigated by Full Infiltration, Limited Infiltration, Bioretention, or Permeable Pavement — Full and Limited Infiltration is not suitable for this site, per the Geotechnical Report prepared by Kleinfelder dated October 16, 2018. As detailed in Section 6.1 of the report, the site soils are not conducive to infiltration, and infiltration facilities are not recommended. Alternatives to infiltration, such as bioretention with perforated underdrains, are infeasible due to existing parking constraints. The parking requirements within the Development Agreement governing the shopping center where the project is located does not allow for the loss of any parking, thus triggering infeasibility criteria number 5 for "lack of usable space for bioretention facilities at re -development sites". Utilization of the existing landscape areas for bioretention would require significant regrading, as the site drainage is currently directed away from landscaped areas and toward catch basins within the paved areas. Permeable pavement is infeasible due to the steep slopes of the site and the hardpan nature of the subsurface soils; any stormwater collected would encounter the hardpan soils and surcharge back through the pavement to pool in the parking area or appear lower on the property by saturating landscaped areas or seeping out of the retaining wall along the property frontage. 4. Target surfaces to be mitigated by Basic Dispersion — There are no adequate vegetated areas that can provide the required vegetated flow paths for dispersion devices. 5. Reduced Impervious Surface Credit or Native Growth Retention Credit — The site does not qualify for the Reduced Impervious Surface Credit as the site/lot is greater than the 250,000 sf cap. The site does not qualify for the Native Growth Retention Credit as there is not enough landscaping area to meet the 3.5 ratio of vegetated surface to target impervious surface and the landscaping area that is available on -site does not meet the species specifications necessary to be converted to "native vegetated landscape" per KCSWM section C.2.1.8. 6. New Pervious Surfaces — there are no new pervious surfaces being proposed as part of this project. Perforated Pipe Connection — The existing roof downspouts are hard -lined into the on - site conveyance system and cannot be modified to incorporate a perforated pipe 6076.026-TIR.docx connection. Additionally, perforated pipe connections allow for infiltration of runoff being conveyed from an impervious surface and infiltration is not recommended on this site, per the Geotechnical Engineer's recommendations. 4.5 Water Quality System The 2017 Federal Way Addendum to the 2016 KCSWDM dictates that all redevelopment projects must bring the entire existing property up to current water quality standards if more than 5,000 SF of pollution generating impervious surface area is replaced. This requirement means that the entire 12.5 acre Costco subject property will need to provide enhanced treatment. Since the Fuel Facility Expansion project on the west parcel (APN 2192600290) is anticipated to be constructed prior to the tire center addition project, the proposed water quality improvements for both projects are anticipated to be constructed as part of the Fuel Facility Expansion project. The Fuel Facility Project proposes the site to be broken up into 7 drainage sub -areas for treatment, in order to treat the entire site with eight (8) Modular Wetland devices. Six of the drainage sub -areas propose replacement of existing catch basin inlets with the Modular Wetland structures. One sub -area, including the limits of the tire center addition, proposes the installation of two Modular Wetland structures within a landscape area to provide treatment for the area upstream. These units have been sized to bypass flows above the peak 100-year storm. 6076.026-TIR.docx Figure 7 Draft WWHM WWHM2 U 12 PROJECT General Model Information Project Name: 6076-Prelim Vault Sizing Site Name: Costco Site Address: City: Federal Way Report Date: 1 /24/2020 Gage: Seatac Data Start: 1948/10/01 Data End: 2009/09/30 Timestep: 15 Minute Precip Scale: 1.00 Version Date: 2016/02/25 Version: 4.2.12 POC Thresholds Low Flow Threshold for POC1: 50 Percent of the 2 Year High Flow Threshold for POC1: 50 Year 6076-Prelim Vault Sizing 1/24/2020 12:37:09 PM Page 2 I j J Landuse Basin Data Predeveloped Land Use Basin 1 Bypass: No GroundWater: No Pervious Land Use acre C, Forest, Flat 2.03 Pervious Total 2.03 Impervious Land Use acre Impervious Total 0 Basin Total 2.03 Element Flows To: Surface I nterflow Groundwater 6076-Prelim Vault Sizing 1/24/2020 12:37:10 PM Page 3 Mitigated Land Use Basin 1 Bypass: No GroundWater: No Pervious Land Use acre C, Lawn, Flat 0.05 Pervious Total 0.05 Impervious Land Use acre PARKING FLAT 1.98 Impervious Total 1.98 Basin Total 2.03 Element Flows To: Surface Vault 1 Interflow Vault 1 Groundwater 6076-Prelim Vault Sizing 1/24/2020 12:37:10 PM Page 4 Mitigated Routing Vault 1 Width: Length: Depth: Discharge Structure Riser Height: Riser Diameter: Orifice 1 Diameter: Orifice 2 Diameter: Orifice 3 Diameter: Element Flows To: Outlet 1 86.6246676303942 ft. 86.6246676303942 ft. 6.5 ft. 5.5 ft. 18 in. 0.78 in. Elevation:0 ft. 1.14 in. Elevation:3.2085 ft. 0.69 in. Elevation:3.665 ft. Outlet 2 Vault Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.172 0.000 0.000 0.000 0.0722 0.172 0.012 0.004 0.000 0.1444 0.172 0.024 0.006 0.000 0.2167 0.172 0.037 0.007 0.000 0.2889 0.172 0.049 0.008 0.000 0.3611 0.172 0.062 0.009 0.000 0.4333 0.172 0.074 0.010 0.000 0.5056 0.172 0.087 0.011 0.000 0.5778 0.172 0.099 0.012 0.000 0.6500 0.172 0.112 0.013 0.000 0.7222 0.172 0.124 0.014 0.000 0.7944 0.172 0.136 0.014 0.000 0.8667 0.172 0.149 0.015 0.000 0.9389 0.172 0.161 0.016 0.000 1.0111 0.172 0.174 0.016 0.000 1.0833 0.172 0.186 0.017 0.000 1.1556 0.172 0.199 0.017 0.000 1.2278 0.172 0.211 0.018 0.000 1.3000 0.172 0.223 0.018 0.000 1.3722 0.172 0.236 0.019 0.000 1.4444 0.172 0.248 0.019 0.000 1.5167 0.172 0.261 0.020 0.000 1.5889 0.172 0.273 0.020 0.000 1.6611 0.172 0.286 0.021 0.000 1.7333 0.172 0.298 0.021 0.000 1.8056 0.172 0.311 0.022 0.000 1.8778 0.172 0.323 0.022 0.000 1.9500 0.172 0.335 0.023 0.000 2.0222 0.172 0.348 0.023 0.000 2.0944 0.172 0.360 0.023 0.000 2.1667 0.172 0.373 0.024 0.000 2.2389 0.172 0.385 0.024 0.000 2.3111 0.172 0.398 0.025 0.000 2.3833 0.172 0.410 0.025 0.000 2.4556 0.172 0.423 0.025 0.000 2.5278 0.172 0.435 0.026 0.000 2.6000 0.172 0.447 0.026 0.000 2.6722 0.172 0.460 0.027 0.000 6076-Prelim Vault Sizing 1/24/2020 12:37:11 PM Page 6 2.7444 0.172 0.472 0.027 0.000 2.8167 0.172 0.485 0.027 0.000 2.8889 0.172 0.497 0.028 0.000 2.9611 0.172 0.510 0.028 0.000 3.0333 0.172 0.522 0.028 0.000 3.1056 0.172 0.535 0.029 0.000 3.1778 0.172 0.547 0.029 0.000 3.2500 0.172 0.559 0.036 0.000 3.3222 0.172 0.572 0.042 0.000 3.3944 0.172 0.584 0.045 0.000 3.4667 0.172 0.597 0.048 0.000 3.5389 0.172 0.609 0.051 0.000 3.6111 0.172 0.622 0.053 0.000 3.6833 0.172 0.634 0.057 0.000 3.7556 0.172 0.646 0.062 0.000 3.8278 0.172 0.659 0.065 0.000 3.9000 0.172 0.671 0.068 0.000 3.9722 0.172 0.684 0.070 0.000 4.0444 0.172 0.696 0.073 0.000 4.1167 0.172 0.709 0.075 0.000 4.1889 0.172 0.721 0.078 0.000 4.2611 0.172 0.734 0.080 0.000 4.3333 0.172 0.746 0.082 0.000 4.4056 0.172 0.758 0.084 0.000 4.4778 0.172 0.771 0.086 0.000 4.5500 0.172 0.783 0.088 0.000 4.6222 0.172 0.796 0.090 0.000 4.6944 0.172 0.808 0.091 0.000 4.7667 0.172 0.821 0.093 0.000 4.8389 0.172 0.833 0.095 0.000 4.9111 0.172 0.846 0.097 0.000 4.9833 0.172 0.858 0.098 0.000 5.0556 0.172 0.870 0.100 0.000 5.1278 0.172 0.883 0.101 0.000 5.2000 0.172 0.895 0.103 0.000 5.2722 0.172 0.908 0.105 0.000 5.3444 0.172 0.920 0.106 0.000 5.4167 0.172 0.933 0.107 0.000 5.4889 0.172 0.945 0.109 0.000 5.5611 0.172 0.958 0.351 0.000 5.6333 0.172 0.970 0.883 0.000 5.7056 0.172 0.982 1.575 0.000 5.7778 0.172 0.995 2.363 0.000 5.8500 0.172 1.007 3.189 0.000 5.9222 0.172 1.020 3.989 0.000 5.9944 0.172 1.032 4.707 0.000 6.0667 0.172 1.045 5.299 0.000 6.1389 0.172 1.057 5.742 0.000 6.2111 0.172 1.070 6.057 0.000 6.2833 0.172 1.082 6.396 0.000 6.3556 0.172 1.094 6.680 0.000 6.4278 0.172 1.107 6.952 0.000 6.5000 0.172 1.119 7.214 0.000 6.5722 0.172 1.132 7.467 0.000 6.6444 0.000 0.000 7.711 0.000 6076-Prelim Vault Sizing 1/24/2020 12:37:11 PM Page 7 1 Analysis Results POC 1 C 35 � " cuml»mve Pronaearl � �a � a,2 0 a9 J { IL a03I 0E--5 IM4 10E-3 lflE-2 10E-1 i }a 7W - n ccl s a f �ercenx Time ExceOtyinp � �. � 2 5 -1 l: .. .. K rJ <5 x4 130 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area: 2.03 Total Impervious Area: 0 Mitigated Landuse Totals for POC #1 Total Pervious Area: 0.05 Total Impervious Area: 1.98 Flow Frequency Method: Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.059684 5 year 0.093736 10 year 0.113033 25 year 0.133478 50 year 0.146129 100 year 0.156889 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.039677 5 year 0.063795 10 year 0.083496 25 year 0.11307 50 year 0.138783 100 year 0.167899 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.059 0.025 1950 0.073 0.046 1951 0.131 0.097 1952 0.041 0.023 1953 0.033 0.045 1954 0.051 0.027 1955 0.082 0.027 1956 0.065 0.071 1957 0.053 0.026 1958 0.059 0.029 6076-Prelim Vault Sizing 1/24/2020 12:37:11 PM Page 8 1959 0.051 0.027 1960 0.089 0.080 1961 0.050 0.053 1962 0.031 0.023 1963 0.043 0.029 1964 0.056 0.054 1965 0.040 0.058 1966 0.039 0.028 1967 0.081 0.048 1968 0.051 0.028 1969 0.050 0.027 1970 0.041 0.029 1971 0.044 0.029 1972 0.098 0.084 1973 0.044 0.060 1974 0.048 0.028 1975 0.065 0.026 1976 0.047 0.028 1977 0.006 0.024 1978 0.041 0.040 1979 0.025 0.021 1980 0.093 0.084 1981 0.037 0.028 1982 0.071 0.077 1983 0.064 0.028 1984 0.039 0.024 1985 0.023 0.025 1986 0.103 0.044 1987 0.092 0.079 1988 0.036 0.027 1989 0.024 0.024 1990 0.191 0.080 1991 0.115 0.088 1992 0.044 0.034 1993 0.046 0.023 1994 0.016 0.021 1995 0.066 0.056 1996 0.140 0.093 1997 0.117 0.089 1998 0.026 0.024 1999 0.110 0.087 2000 0.046 0.043 2001 0.008 0.020 2002 0.051 0.050 2003 0.065 0.027 2004 0.084 0.099 2005 0.060 0.026 2006 0.071 0.070 2007 0.142 0.151 2008 0.183 0.088 2009 0.090 0.063 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.1913 0.1513 2 0.1832 0.0993 3 0.1420 0.0971 6076-Prelim Vault Sizing 1/24/2020 12:42:02 PM Page 9 4 0.1398 0.0928 5 0.1314 0.0895 6 0.1169 0.0883 7 0.1152 0.0878 8 0.1096 0.0869 9 0.1034 0.0839 10 0.0979 0.0838 11 0.0928 0.0804 12 0.0915 0.0802 13 0.0899 0.0790 14 0.0889 0.0769 15 0.0835 0.0708 16 0.0820 0.0701 17 0.0812 0.0634 18 0.0731 0.0600 19 0.0713 0.0583 20 0.0707 0.0560 21 0.0664 0.0535 22 0.0654 0.0533 23 0.0653 0.0499 24 0.0645 0.0484 25 0.0639 0.0458 26 0.0599 0.0454 27 0.0593 0.0438 28 0.0586 0.0428 29 0.0564 0.0398 30 0.0527 0.0338 31 0.0514 0.0294 32 0.0509 0.0292 33 0.0506 0.0289 34 0.0506 0.0287 35 0.0501 0.0283 36 0.0495 0.0283 37 0.0483 0.0280 38 0.0473 0.0278 39 0.0463 0.0278 40 0.0461 0.0276 41 0.0445 0.0274 42 0.0444 0.0272 43 0.0437 0.0268 44 0.0428 0.0268 45 0.0415 0.0268 46 0.0414 0.0265 47 0.0408 0.0265 48 0.0404 0.0264 49 0.0395 0.0260 50 0.0388 0.0254 51 0.0371 0.0245 52 0.0361 0.0245 53 0.0335 0.0244 54 0.0312 0.0242 55 0.0264 0.0241 56 0.0251 0.0235 57 0.0236 0.0231 58 0.0234 0.0230 59 0.0156 0.0215 60 0.0083 0.0213 61 0.0056 0.0199 6076-Prelim Vault Sizing 1/24/2020 12:42:02 PM Page 10 Duration Flows The Facility PASSED Flow(cfs) Predev Mit Percentage Pass/Fail 0.0298 17552 10637 60 Pass 0.0310 16166 10282 63 Pass 0.0322 14964 9976 66 Pass 0.0334 13854 9672 69 Pass 0.0345 12810 9328 72 Pass 0.0357 11811 9028 76 Pass 0.0369 10902 8752 80 Pass 0.0381 10119 8393 82 Pass 0.0392 9385 8031 85 Pass 0.0404 8731 7666 87 Pass 0.0416 8147 7401 90 Pass 0.0428 7593 7052 92 Pass 0.0439 7060 6695 94 Pass 0.0451 6588 6333 96 Pass 0.0463 6147 5980 97 Pass 0.0475 5777 5604 97 Pass 0.0486 5431 5268 96 Pass 0.0498 5095 4894 96 Pass 0.0510 4808 4631 96 Pass 0.0522 4526 4310 95 Pass 0.0533 4252 3995 93 Pass 0.0545 4017 3807 94 Pass 0.0557 3782 3634 96 Pass 0.0569 3548 3435 96 Pass 0.0580 3337 3268 97 Pass 0.0592 3138 3131 99 Pass 0.0604 2950 3022 102 Pass 0.0616 2785 2907 104 Pass 0.0627 2597 2774 106 Pass 0.0639 2447 2635 107 Pass 0.0651 2304 2511 108 Pass 0.0663 2160 2368 109 Pass 0.0674 2026 2207 108 Pass 0.0686 1898 2050 108 Pass 0.0698 1790 1906 106 Pass 0.0710 1687 1798 106 Pass 0.0721 1586 1705 107 Pass 0.0733 1483 1578 106 Pass 0.0745 1380 1482 107 Pass 0.0757 1292 1383 107 Pass 0.0768 1219 1279 104 Pass 0.0780 1154 1188 102 Pass 0.0792 1098 1072 97 Pass 0.0804 1048 950 90 Pass 0.0815 997 851 85 Pass 0.0827 930 748 80 Pass 0.0839 883 601 68 Pass 0.0850 837 533 63 Pass 0.0862 789 472 59 Pass 0.0874 743 402 54 Pass 0.0886 713 354 49 Pass 0.0897 668 319 47 Pass 0.0909 630 295 46 Pass 6076-Prelim Vault Sizing 1/24/2020 12:42:03 PM Page 12 0.0921 595 269 45 Pass 0.0933 565 240 42 Pass 0.0944 539 219 40 Pass 0.0956 496 197 39 Pass 0.0968 473 169 35 Pass 0.0980 434 144 33 Pass 0.0991 399 124 31 Pass 0.1003 366 114 31 Pass 0.1015 350 108 30 Pass 0.1027 324 101 31 Pass 0.1038 296 79 26 Pass 0.1050 272 59 21 Pass 0.1062 257 50 19 Pass 0.1074 235 40 17 Pass 0.1085 217 31 14 Pass 0.1097 195 10 5 Pass 0.1109 181 9 4 Pass 0.1121 158 9 5 Pass 0.1132 145 9 6 Pass 0.1144 129 9 6 Pass 0.1156 119 8 6 Pass 0.1168 110 8 7 Pass 0.1179 97 8 8 Pass 0.1191 91 8 8 Pass 0.1203 82 7 8 Pass 0.1215 76 7 9 Pass 0.1226 69 7 10 Pass 0.1238 61 7 11 Pass 0.1250 55 7 12 Pass 0.1262 48 6 12 Pass 0.1273 41 6 14 Pass 0.1285 38 6 15 Pass 0.1297 33 6 18 Pass 0.1309 27 6 22 Pass 0.1320 22 6 27 Pass 0.1332 21 5 23 Pass 0.1344 20 5 25 Pass 0.1356 19 5 26 Pass 0.1367 17 4 23 Pass 0.1379 13 4 30 Pass 0.1391 12 4 33 Pass 0.1403 9 3 33 Pass 0.1414 4 3 75 Pass 0.1426 3 2 66 Pass 0.1438 3 2 66 Pass 0.1450 3 2 66 Pass 0.1461 3 2 66 Pass 6076-Prelim Vault Sizing 1/24/2020 12:42:03 PM Page 13 Appendix Predeveloped Schematic 113asin y 03ac 6076-Prelim Vault Sizing 1/24/2020 12:45:23 PM Page 17 7 Mitigated Schematic A cult 6076-Prelim Vault Sizing 1/24/2020 12:45:32 PM Page 18 Disclaimer Legal Notice This program and accompanying documentation are provided 'as -is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright © by: Clear Creek Solutions, Inc. 2005-2020; All Rights Reserved. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA. 98501 Toll Free 1(866)943-0304 Local (360)943-0304 www.clearcreeksolutions.com 6076-Prelim Vault Sizing 1/24/2020 12:45:41 PM Page 23 Tab 5.0 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN The project proposes a new conveyance system that will connect to the existing on -site conveyance system. Conveyance pipes will be sized to convey the peak 100-year storm flow event according to the 2016 KCSWDM guidelines. Conveyance calculations will be included in the Final TIR. 6076.026-TIR.docx 17:21 n �I 6.0 SPECIAL REPORTS AND STUDIES The following special reports and studies are included: 6.1 Geotechnical Engineering Report prepared by Kleinfelder, Inc., dated October 16, 2018. - 6.2 Technical Information Report for the Proposed Costco Gasoline Facility prepared by Barghausen Consulting Engineers, Inc. dated November 19, 2001 ,-A 6076.026-TIR.docx J ("ML INF-EL DER Bright People. Right solutions. October 16, 2018 Kleinfelder Project No.: 20192016.001 A Mrs. Kim Katz Director of Real Estate Development Costco Wholesale 999 Lake Drive Issaquah, WA 98027 Subject: Geotechnical Engineering Report Proposed Gas Expansion Costco Wholesale Warehouse No. 61 35100 Enchanted Parkway South Federal Way, Washington 98003 CW# 18-0442 Dear Mrs. Katz: This letter transmits one electronic copy (portable document format) of our geotechnical engineering report for the proposed gas expansion project at Costco Wholesale Warehouse No. 61 located at 35100 Enchanted Parkway S in Federal Way, Washington. We appreciate the opportunity to provide geotechnical services to you on this project. Please contact the undersigned at (425) 636-7900 if you have any questions regarding this report, or if we can provide assistance with other aspects of the project. Sincerely, KLEINFELDER /MC'C� � �� Marcus B. Byers, P.E., P.Eng Principal Geotechnical Engineer Senior Project Manager Attachment: October 16, 2018 Geotechnical Engineering Report 20192016.001 A/SEA1 8R85790 Page 1 of 1 October 16, 2018 © 2018 Kleinfelder wwwAleinfelder.com KLEINFELDER 14710 NE 87th Street, Suite 100, Redmond, WA 98052 p J 425.636.7900 f 1425.636.7901 C1 KLEINF-EL DER Bright People. Right Solutions. GEOTECHNICAL ENGINEERING REPORT PROPOSED GAS EXPANSION COSTCO WHOLESALE WAREHOUSE NO. 061 35100 ENCHANTED PKWY SOUTH FEDERAL WAY, WASHINGTON KLEINFELDER PROJECT NO. 20192016.001A OCTOBER 16, 2018 Copyright 2018 Kleinfelder All Rights Reserved ❑NLY THE 7 CLIENT OR ITS DESIGNATED REPRESENTATIVES MAY USE THIS DOCUMENT AND ONLY FOR THE SPECIFIC PROJECT FOR WHICH THIS REPORT WAS PREPARED. 20192016.00INSEA1 BR85710 Page i of iv October 16, 2018 0 2018 Kleintelder www.kleinfelder.com KL EINFEL DER slight 0.p4 Aight SOW — A A Report Prepared for: Costco Wholesale 999 Lake Drive Issaquah, WA 98027 GEOTECHNICAL ENGINEERING REPORT PROPOSED GAS EXPANSION COSTCO WHOLESALE WAREHOUSE NO. 61 35100 ENCHANTED PARKWAY SOUTH FEDERAL WAY, WASHINGTON KLEINFELDER PROJECT # 20192016.001A Prepared by: 10-16-18 Ranjan Satyamurthy, Ph.D., PE., PMP Project Manager II Marcus B. Byers, PE, P.Eng Principal Geotechnical Engineer Senior Project Manager KLEINFELDER, INC. 14710 NE 87th Street, Suite 100 Redmond, WA 98052 Phone:425.636.7900 Fax: 425.636.7901 October 16, 2018 Kleinfelder Project No.: 20192016.001A 20192016.001A/SEA18R85710 Page ii of iv October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com �fCLEIMFEL DER l - n�ro�r rxgp�� ..orrscn.r•o�• TABLE OF CONTENTS Section Paqe EXECUTIVE SUMMARY............................................................................................................1 1 INTRODUCTION AND SCOPE.......................................................................................2 1.1 GENERAL....................................................... --- .... ............ ............ ................. 2 1.2 PROJECT DESCRIPTION...................................................................................2 1.3 SCOPE OF SERVICES.......................................................................................2 2 SITE EXPLORATION AND LABORATORY TESTING...................................................5 2.1 SITE EXPLORATION..........................................................................................5 2.2 LABORATORY TESTS........................................................................................5 3 SITE CONDITIONS.........................................................................................................6 3.1 SURFACE CONDITIONS....................................................................................6 3.2 GENERAL GEOLOGIC CONDITIONS.................................................................6 3.3 PRIOR EXPLORATIONS.....................................................................................6 3.4 SOIL CONDITIONS.............................................................................................6 3.5 GROUNDWATER CONDITIONS.........................................................................7 4 DESIGN RECOMMENDATIONS.....................................................................................9 4.1 SEISMIC DESIGN RECOMMENDATIONS...........................................................9 4.1.1 2015 IBC Seismic Design Criteria..............................................................9 4.2 FOUNDATION SUPPORT.................................................................................10 4.2.1 General..................................................................................................10 4.2.2 Shallow Foundation Recommendations.................................................11 4.2.3 Drilled Pier Foundation Recommendations.... . .... —.— ............................. 11 4.3 PAVEMENTS.....................................................................................................13 4.3.1 Costco Pavement Design Parameters....................................................13 4.3.2 Asphalt Concrete Pavement...................................................................13 4.3.3 Asphalt Performance Grade Binder........................................................14 4.3.4 Portland Cement Concrete Pavement....................................................14 4.3.5 Aggregate Base......................................................................................15 4.3.6 Pavement Maintenance..........................................................................15 4.4 STORMWATER INFILTRATION........................................................................15 5 CONSTRUCTION RECOMMENDATIONS....................................................................16 5.1 GENERAL..........................................................................................................16 5.2 EARTHWORK...................................................................................................16 5.2.1 Excavation..............................................................................................16 5.2.2 Oversize Material...................................................................................16 5.2.3 Site Preparation and Pavement Subgrade..............................................16 5.2.4 Foundation Subgrade.............................................................................17 5.2.5 Weather Considerations.........................................................................17 5.3 FILL MATERIAL AND COMPACTION CRITERIA..............................................18 5.4 UTILITY TRENCHES AND EXCAVATIONS......................................................19 6 ADDITIONAL SERVICES.............................................................................................20 7 LIMITATIONS...............................................................................................................21 20192016.001A/SEA18R85710 Page iii of iv October 16, 2018 © 2018 Kleinfelder www.kieinfelder.com I�k` EINFEL pER 9.yhtFtoyk. Afpfit Sdutionr, 8 REFERENCES..............................................................................................................24 TABLES 1 Recommended Flexible Pavement Sections 2 Recommended Minimum Asphalt Concrete Pavement Sections 3 Recommended Rigid Pavement Sections FIGURES 1 Vicinity Map 2 Site and Exploration Map APPENDICES A Field Exploration B Geotechnical Laboratory Testing C 1999 Kleinfelder Geotechnical Study 20192016.001A/SEA18R85710 Page iv of iv October 16, 2018 O 2018 Kleinfelder www.kleinfelder.com �LrtvrrL z7Ef7 ��- Hriah[hroy7e. Righ[5aluLorei. �J PROPOSED GAS EXPANSION COSTCO WHOLESALE WAREHOUSE NO. 061 35100 ENCHANTED PKWY S FEDERAL WAY, WASHINGTON EXECUTIVE SUMMARY This report presents the results of Kleinfelder's geotechnical engineering study for the proposed gas expansion project at Costco Wholesale Warehouse No. 061 located at 35100 Enchanted Parkway South in Federal Way, Washington. The expansion includes the addition of four new fuel islands, a canopy addition, and a new controller enclosure. Site soils generally consist of medium dense to very dense fill and native glacial till. Perched groundwater is anticipated at depths of about 12 to 20 feet seasonally, thought could potentially be shallower during the wet season. Based on the results of our field exploration and existing subsurface data, laboratory testing, and geotechnical analyses, the proposed additions may be supported on a shallow spread footings. Drilled piers, which we understand are often preferable for gas expansion projects due to a small disturbance footprint, are also suitable. However, the presence of dense to very dense glacial soils that contain cobbles and boulders may affect drilled pier installation. We do not recommend stormwater infiltration due to the dense / compact nature and high fines content of the onsite soils. 20192016.001A/SEA18R85710 Page 1 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com nKLMIIEL DER B'hght hcpk.-' "M Snlu — 1 INTRODUCTION AND SCOPE 1.1 GENERAL This report presents the results of Kleinfelder's geotechnical engineering study for design and construction of the proposed expansion at Costco Wholesale Warehouse No. 61 in Federal Way, Washington. The site is located at 35100 Enchanted Parkway South, as shown on the Vicinity Map, Figure 1. Kleinfelder completed a geotechnical study for the original gas station development in 1999. While we have relied on prior explorations and information presented in our 1999 study, this report supersedes our prior study and should be referenced first for design and construction recommendations. 1.2 PROJECT DESCRIPTION Our understanding of the project is based on conversations with and information provided by Ms. Megan Palmer of Barghausen Consulting Engineers, Inc. (Barghausen) via email on August 20, 2018. Based on Site Plan DD-2 dated June 22, 2018, we understand the expansion includes addition of four new fuel islands, a canopy extension, and relocation of a controller structure. In addition, we understand three landscape areas are being evaluated for stormwater infiltration. Refer to the Site and Exploration Map, Figure 2, for a site plan and locations of the borings. 1.3 SCOPE OF SERVICES The scope of our geotechnical study consisted of a literature review, subsurface explorations, engineering evaluation and analysis, and preparation of this report. A description of our scope of services performed for the geotechnical portion of the project follows. Task 1: Background Data Review We reviewed the following information in developing our understanding of the propose project and site conditions: • Existing Site Plan drawing EX11 dated September 30, 2014 prepared by MG2; 20192016.001A/SEA18R85710 Page 2 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com fCLE1NICEL DER 01lght NA. . Rfgh[Salutro 9 As -Built Grading Plan Sheet C6 dated January 7, 2002, prepared by Barghausen ; • Geotechnical Investigation Costco Gasoline Retail Facility Warehouse #61, 35100 Enchanted Parkway South Federal Way, Washington prepared by Kleinfelder, dated December 10, 1999; • Phase I Environmental Site Assessment Proposed Costco Gasoline Station, 35100 Enchanted Parkway South Federal Way, Washington prepared by Kleinfelder, dated December 1, 1999; • Revised Geotechnical Engineering Report, Grease Interceptor, Costco Warehouse No.061, 35100 Enchanted Parkway, Federal Way, Washington 98003 prepared by Kleinfelder, dated February 14, 2014; • Costco Wholesale Development Requirements (CWDRs), Version 2016, dated September 19, 2016; and, • Readily -available aerial imagery for the site vicinity. Task 2: GPR Survey and Field Exploration Prior to commencement of the fieldwork, we notified the One -Call Utility Locate Service and subcontracted a private utility locate service to identify potential conflicts with subsurface structures. In addition, we subcontracted a Ground Penetrating Radar (GPR) survey to aid Barghausen in developing a map of existing utilities and fuel dispenser piping. A Barghausen representative documented conditions reported by the GPR subcontractor. Our 1999 geotechnical study included six borings. However, none were located in the area of the planned fuel island addition or the proposed infiltration areas. Therefore, we advanced five borings for this study. Boring B-1 was located in the area of the planned fuel island and canopy addition and four borings, designated B-2, MW-3, B-4, and B-5, were located within the potential infiltration areas. Exploration depths ranged from about 2.5 to 26.5 feet below existing grade. Borings were completed on September 7, 2018 and advanced using a rubber track -mounted drill rig. Additional site explorations details are provided in Section 2.1 and Figure 2 presents a site plan showing exploration locations. 20192016.001A/SEA18R85710 Page 3 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com KL EINFEL DER Hrightl`-*- avht S.Wl m Task 3-_Geotechnical Analyses We evaluated field and laboratory data from our 1999 geotechnical study, as well as our current study, along with site grades, layout, and anticipated structural loads to develop geotechnical recommendations for project design and construction. We evaluated feasible foundation systems, including constructability and compatibility constraints, pavements, and earthwork. Task 4: Geotechnical Report This report summarizes our geotechnical study including field exploration, laboratory testing, and our findings, conclusions, and geotechnical recommendations for project design and construction. Our report includes the following items: ■ An Executive Summary; • Site Vicinity Map (Figure 1) and Site and Exploration Map (Figure 2); ■ Boring logs (Appendix A); • Laboratory test results (Appendix B); • A discussion of general site conditions; • A discussion of subsurface conditions as encountered in our borings, including the depth to groundwater; • Recommendations for seismic design parameters in accordance with the 2015 International Building Code (IBC); • Recommendations for shallow spread footing and drilled shaft foundation design, including minimum embedment depths, axial and lateral capacity, and settlement estimates; • A discussion of infiltration conditions; • Recommendations for site preparation, earthwork, temporary slope inclinations, fill placement, and compaction specifications, including the excavation characteristics of subsurface soil deposits; and, • Pavement design recommendations. 20192016.001A/SEA18R85710 Page 4 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com KL E'INFEL DER 2 SITE EXPLORATION AND LABORATORY TESTING 2.1 SITE EXPLORATION The site exploration program was performed on September 7, 2018, under full-time observation of a Kleinfelder geologist and consisted of advancing five borings. Boring B-1 was located in the area of the planned fuel island and canopy addition and four borings, designated B-2, MW-3, B-4, and B-5, were located within the potential infiltration areas. A 2-inch diameter standpipe piezometer was installed in MW-3 to monitor groundwater levels. Holocene Drilling, operating under subcontract to Kleinfelder, advanced borings to depths of about 21.5 to 26.5 feet below the existing ground surface using a rubber track -mounted drill rig equipped with hollow -stem augers. Boring B-2 was abandoned at a depth of about 2.5 feet upon encountering what was interpreted to be a concrete slab. Boring B-4 was abandoned at a depth of about 4 feet after meeting refusal on an apparent cobble or boulder. The exploration locations presented on Figure 2 were estimated in the field by measuring distances from existing site features and should be considered approximate. Appendix A presents the borings logs. Logs of the borings completed by Kleinfelder in 1999 are presented with our 1999 geotechnical study in Appendix C. 2.2 LABORATORY TESTS Laboratory tests were performed on selected soil samples in general accordance with ASTM standards to establish index and engineering properties of the site soils. Tests included natural moisture content, sieve analyses, and percent fines. Laboratory test results are presented on the boring logs in Appendix A and / or on laboratory test reports included in Appendix B. 20192016.001A/SEA18R85710 Page 5 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder com (ram. K� LEINFELDER .:r PY k' 040,f 3olulram, 3 SITE CONDITIONS 3.1 SURFACE CONDITIONS The gas station expansion is located in the southwest corner of the Costco site, immediately northeast of the intersection of Enchanted Parkway South and South 352nd Street. The site is currently paved with concrete pavement around the fuel island canopy and asphalt around the surrounding drive aisles and parking spaces. A rockery retaining wall up to about 6 feet high supports portions of the south and west side of the gas station that are higher than the adjacent roads. 3.2 GENERAL GEOLOGIC CONDITIONS General geological information for the project area was obtained from the online Geologic Map of Washington (fortress.wa.gov/dnr/geology). The Geologic Map of Washington indicates surficial soils in the area consist of glacial till. Glacial till generally consists of a dense to very dense matrix of clay, silt, sand, and gravel. 3.3 PRIOR EXPLORATIONS Kleinfelder completed six borings in the vicinity of the gas station as part of our 1999 geotechnical study to support original facility development. Two borings (B-5 and 6) were completed in the UST area and four borings (B-1 through 4) were completed in the fuel island and canopy area, though the canopy layout was rotated after our exploration program. The prior borings encountered fill, alluvium, and glacial till soils. The fill were interpreted as being derived from on -site soils during earlier site grading. Groundwater was observed at depths ranging from 12 to 20 feet. Refer to Appendix C for logs of prior borings. 3.4 SOIL CONDITIONS Conditions encountered in our borings are similar to those described in our 1999 geotechnical study and the referenced geologic map. Our explorations encountered fill, presumably placed during the original site development, and underlying the fill, glacial till and interglacial deposits, 20192016.001A/SEA18R85710 Page 6 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com 1 fCLEINI�ELOER 9'ghf FtropJe. Nigh t Salutlam which were identified as alluvium in the 1999 geotechnical study. Soils encountered are described in the order encountered and grouped into engineering units as follows: • Asphalt: Hot mix asphalt pavement was encountered in boring B-1. The asphalt was approximately two inches thick and underlain by an approximate six to 12-inch thick layer of base course material. • Top Soil; Approximately four inches of sod and topsoil were encountered in borings B-2, MW-3, B-4 and B-5, which were located in landscape areas. • Fill: A medium dense to very dense fill layer interpreted to consist of on -site soils placed during prior site development was encountered and extended to depths ranging from approximately 1.5 to 7.5 feet. The fill layer consisted primarily of silty sand with gravel and SPT blow counts ranged from 18 to more than 50 blows per foot. • Glacial Till: Glacial till, including weathered till, was observed underlying the upper fill in borings B-1, MW-3, and B-5 primarily consisted of dense to very dense sands with various amounts of silt and / or gravel and apparent cobbles and / or boulders. SPT blow counts ranged from 26 to more than 50 blows per foot, with an average of about 43 blows per foot. Interglacial or Interglacial Fluvial Deposits: Interglacial or Interglacial Fluvial Deposits were observed between layers of glacial till in borings MW-3 and B-5. These deposits primarily consisted of medium dense to very dense sands with various amounts of silt and / or gravel. SPT blow counts ranged between five and 20 blows per foot with an average of about 14 blows per foot. These interglacial or interglacial fluvial deposits were not readily visually discernable from the glacial till soils based on composition, but generally had lower blow counts. These deposits were identified as alluvium in our 1999 geotechnical study. 3.5 GROUNDWATER CONDITIONS Groundwater was not observed during or immediately after drilling and the piezometer installed in Boring MW-3 on September 7, 2018, did not indicate the presence of groundwater immediately after drilling. These explorations, which were completed at the end of summer, likely represent the driest conditions to occur seasonally. Our 1999 geotechnical study encountered seepage at depths ranging from about 12 to 20 feet and perched groundwater is anticipated to develop seasonally, particularly overlying the glacial till soils, and may be shallower. 20192016.001 A/SEA1 8R8571 0 Page 7 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com KLEINFEL DER Hrigh[Pcople. Nfgh[Salutioro. It should be noted that fluctuations in groundwater level could occur because of variations in rainfall, pumping from wells, utility trench locations and depths, and other factors that were not evident at the time of our investigation. If significant variations in groundwater levels are encountered during construction, it may be necessary for Kleinfelder to review our recommendations presented herein and adjust them as necessary. 20192016.001A/SEA18R85710 Page 8 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com � iCLEINFEL OER Brfgh[Pe P)e, W9h f Sclulleni. 4 DESIGN RECOMMENDATIONS Based on the results of our review of prior reports for the site, field explorations, laboratory testing, and engineering analyses conducted during this study, it is our professional opinion that the proposed project is geotechnically feasible, provided the recommendations presented in this report are incorporated into the project design and construction. Our recommendations regarding the geotechnical aspects of design and construction of the project are presented in the following sections. 4.1 SEISMIC DESIGN RECOMMENDATIONS 4.1.1 2015 IBC Seismic Design Criteria Seismic design parameters were developed in accordance with the requirements of the 2015 edition of the International Building Code (IBC) and ASCE 7-10. Based on information obtained from the filed explorations, published geologic literature and maps, the Site Class is D, Stiff Soil, according to Section 1613.3.2 of 2015 IBC and Table 20.3-1 of ASCE 7-10. Approximate coordinates for the site are noted below. A Latitude: 47.28625°N • Longitude: 122.31313°W The Risk -Targeted Maximum Considered Earthquake (MCER) mapped spectral accelerations for 0.2 seconds and 1 second periods (Ss and S1) were estimated using Section 1613.3 of the 2015 IBC and the U.S. Geological Survey (USGS) web -based application (available at http://geohazards.usgs.gov/designmaps/us/application.php). The mapped acceleration values and associated soil amplification factors (Fa and Fv) based on the 2015 IBC and corresponding site modified spectral accelerations (SMS and SM1) and design spectral accelerations (SDS and SD1) are presented in Table 1. According to Section 1803.5.12 of the 2015 IBC, in the absence of a site -specific ground motion hazard analysis, the MCE geometric mean peak ground acceleration adjusted for Site Class effects (PGA,) can be determined based on Equation 11.8-1 in Section 11.8.3 of ASCE 7-10. 20192016.001 A/SEA1 8R8571 0 Page 9 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com rKLEIMFELOER `` JBngRt f'cwp,e Ayhl Solunans. 4.2 Table 1 Recommended Flexible Pavement Sections Design Parameter Symbol Recommended Value Site Class D Mapped spectral acceleration SS (g) 1.280 for short periods Mapped spectral acceleration S1(g) 0.492 for a 1-second period Site Coefficient Fa 1.000 Site Coefficient F, 1.508 MCE spectral response acceleration SMs (g) 1.280 for short periods MCE(1) spectral response acceleration SM1 (g) 0.742 at 1-second period Design spectral response acceleration SDs (9) 0.853 (5% damped) at short periods Design spectral response acceleration SDI (g) 0.495 (5% damped) at 1-second period MCE Peak Ground Acceleration PGAM (g) 0.500 (SM at T=0) FOUNDATION SUPPORT 4.2.1 General Based on the results of our field exploration and existing subsurface data, laboratory testing, and geotechnical analyses, the proposed additions may be supported on a shallow spread footings. Drilled piers, which we understand are often preferable for gas expansion projects due to a small disturbance footprint, are also suitable. However, the presence of dense to very dense glacial soils that contain cobbles and boulders may affect drilled pier installation. 20192016.001A/SEA18R85710 Page 10 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com [ KLEINFELDER 6'9'h[P_Pk' Aiphf 5a7uFioni, _ 4.2.2 Shallow Foundation Recommendations The canopy and may be supported directly on properly prepared existing structural fill or native soils. All footings should be founded at least 24 inches below the lowest adjacent finished exterior grade to provide frost protection. Footings may be sized for an allowable bearing pressure of 3,000 psf. A one-third increase may be used for transient wind or seismic loading conditions. Uplift loads on the canopy may be resisted by the weight of footing and overlying soil. We estimate that static settlement of foundations bearing on properly prepared subgrade will be on the order of '/z inch, or less. Lateral loads can be resisted by an ultimate passive pressure against buried portions of the footings equal to that generated by a fluid with an equivalent unit weight of 360 pcf in the structural footing backfill. Sliding resistance between subgrade soils and footings cast on subgrade can be evaluated using an ultimate coefficient of friction of 0.5. These values should include minimum factors of safety of 2 and 1.5 for evaluating allowable passive and sliding resistance, respectively. 4.2.3 Drilled Pier Foundation Recommendations Construction Considerations The proposed canopy may be supported on drilled piles, also known as cast -in -drilled hole (CIDH) piles, designed and constructed as recommended in this report. The performance and capacities of drilled piers can be influenced significantly by the selected construction methods and procedures used. Construction methods that create large zones of disturbance around the drilled piers can lead to lower than expected skin friction due to excessive stress relief around the pier length. The recommendations presented herein assume the contractor maintains stable excavation sidewalls at all times during construction, up through the completion of concrete placement. Drilling of piers should be accomplished using conventional heavy-duty drilling equipment designed for drilling in dense glacial till soils. Note that dense to very dense glacial till with potential cobbles and / or boulders was encountered. Difficult drilling conditions should be anticipated, along with potential for sloughing sand and perched groundwater layers. Cobble and boulders may cause drill refusal, or may roll into the excavation, making progress difficult. We recommend a minimum pier diameter of 42 inches for the purpose of aiding in cobble and boulder removal. 20192016.001A/SEA18R85710 Page 11 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com n'KLNFEL DE/; BuBhrNgpke. Atghe SWuVw Polymer slurry or temporary steel casing may be required to stabilize the sides of the excavation. Concrete for the piers should be placed immediately after the drilling of the hole is complete. The concrete should be pumped to the bottom using a tremie. Once concrete pumping is initiated, a minimum head of 5 feet of concrete above the bottom of the tremie should be established and maintained throughout the concrete placement to prevent contamination of the concrete by soil inclusions. If steel casing is used, the casing should be removed as the concrete is placed, but the casing should remain at least 2 feet below the level of the concrete. Drilled Pile Foundations Design Considerations We have developed design recommendations based on an assumed 42-inch-diameter piers with a minimum length of 15 feet and a maximum length of 25 feet. Kleinfelder should be notified if a different pier diameter or length will be used. Due to the relatively low vertical loads, we anticipate that lateral loads will control shaft length. Recommendations for the design drilled pier foundations are presented below. Axial and Lateral Capacity The downward axial capacity of drilled piers will be derived from skin friction and end bearing. The skin friction may be estimated based on an allowable uniform capacity of 125 pounds per square foot (psf). The end bearing may be estimated based on an allowable bearing pressure of 8,000 psf. The uplift capacity may be taken as one-half the downward allowable axial skin friction capacity. A one-third increase in the allowable capacities may be used for wind or seismic loads. Settlement of the proposed canopy supported on drilled piles, as recommended, is estimated to be less than '/2 inch. For computing the lateral resistance, we recommend that an allowable lateral soil bearing pressure of 220 psf per foot of depth below grade, applied over the width of the pier. The allowable lateral soil bearing pressure should not exceed 2,500 psf. Since drilled piers are anticipated to behave as short, rigid piles, the allowable lateral soil bearing pressure may be increased by a factor of 2 for short-term lateral loads provided the structure will not be adversely affected by '/2 inch of movement at the ground surface. 20192016.001A/SEA18R85710 Page 12 of 24 October 16, 2018 © 2018 Kleinfelder wwwAleinfelder com �KLEINFEL DER 4 - s�;unrn y,e. aronrsar�:w.� 4.3 PAVEMENTS The following recommended pavement sections are based on the soil conditions encountered during our field exploration, our assumptions regarding interim grading and final site grades, limited laboratory testing, and Costco Wholesale Development Requirements (2016). 4.3.1 Costco Pavement Design Parameters We developed pavement design recommendations using traffic loading parameters provided in the Costco Wholesale Development Requirements and the following test data: • A 20-year pavement design life; • Light -duty pavements subject to 6,600 passenger vehicle trips per year (Traffic Index of 5.0); • Heavy-duty pavements subject to 30 tractor -trailer truck tips per day (Traffic Index of 7.0); • For asphalt concrete pavements: a design CBR-value of 10 or greater; and • For Portland Cement Concrete (PCC) Pavements: a 28-day flexural strength (modulus of rupture determined by the third -point method) of at least 650 pounds per square inch (psi); a modulus of subgrade reaction (k value) of 250 pounds per cubic inch (pci); and interlock at the control joints. 4.3.2 Asphalt Concrete Pavement We designed asphalt concrete pavement, also referred to as Hot Mix Asphalt (HMA), in accordance with the Asphalt Institute Manual Series (MS-1), Asphalt Pavements for Highways and Streets. HMA should conform to requirements of the Costco Wholesale Asphalt Pavement and Surfacing Specification Section 321216. Pavement lifts should not exceed three inches. Table 2 presents recommended minimum HMA pavement sections. Prior to placement of aggregate base, pavement subgrade should be prepared in accordance with Section 5.2.3. 20192016.001AJSEA18R85710 Page 13 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com ;FCtE/NFEL C7E'R er;gAr fwoyle 9r�h[5nlobon Table 2 Recommended Minimum Asphalt Concrete Pavement Sections Traffic Use Traffic Index, TI Asphalt Concrete (inches) Light -Duty Pavement 5.0 3.0 Heavy Duty Pavement 7.0 4.0 4.3.3 Asphalt Performance Grade Binder Aggregate Base (inches) 4.0 Performance Grade (PG) Binder of 58-16 may be used for the project. Binder selection was performed in accordance with Costco Wholesale Specifications Section 321216. Air temperature data for the three data stations nearest the project site was averaged and the PG was selected using the FHWA program LTTPBind Version 3.1. The high -end temperature rating was selected as having 98 percent reliability binder and the low -end temperature was selected to provide a reliability of at least 90 percent. 4.3.4 Portland Cement Concrete Pavement We designed PCC pavement in accordance with the Portland Cement Association (PCA) Thickness Design for Concrete Pavements (PCA, 1984). The design assumes that the PCC will have a 28-day flexural strength (modulus of rupture determined by the third -point method) of at least 650 pounds per square inch (psi). A design modulus of subgrade reaction (k value) of 250 pounds per cubic inch (pci) was assumed for the top of the compacted aggregate base. It was also assumed that aggregate interlock would be developed at the control joints. The pavement sections are based on a theoretical design life of 20 years. The recommended minimum PCC section is presented in Table 3 prior to placement of aggregate base, pavement subgrade should be prepared in accordance with Section 5.2.3. Table 3 Recommended Minimum PCC Pavement Section Traffic Use Traffic Index, TI PCC (inches) Heavy Duty Pavement I 7.0 7 Aggregate Base (inches) C 6 20192016.001 A/SEA1 8R8571 0 Page 14 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com ('KLC NFE'L DER Brfght People. Afghf So7wb We recommend that PCC pavements be reinforced with a welded wire or an approved equivalent. The structural engineer should perform final reinforcement design. Longitudinal and transverse joint spacing should not exceed 12 feet and 15 feet, respectively. Joint details should conform to PCA guidelines. Expansion joints in concrete slabs should be sealed with petroleum resistant sealant to prevent minor releases from impacting subsurface soil. Concrete should consist of Type HS. 4.3.5 Aggregate Base Crushed surfacing should conform to the requirements of Section 9-03.9(3) Crushed Surfacing Top Course or Base Course of the WSDOT Standard Specifications and be compacted to a minimum of 95 percent relative compaction per ASTM D1557. 4.3.6 Pavement Maintenance Pavements, particularly in cold regions, undergo seasonal movement due to changes in temperature and subgrade moisture content. This movement tends to accelerate pavement deterioration, particularly at cold joints. As cold joints open and localized areas of cracking develop, surface water infiltrates into the pavement section, exacerbating freeze -thaw action and softening subgrade. A crack sealing program should be performed annually to slow pavement deterioration. Any areas where surface water stands on the surface should be remediated. Over time as cracking becomes more pronounced, a slurry seal coat should be applied. 4.4 STORMWATER INFILTRATION We understand stormwater infiltration is being considered for the grass areas east of the existing gas station. Soils in this area consist of a compacted layer of fill and / or glacial till (hardpan) and a majority of the soils have fines contents in excess of 30 percent. Our 1999 geotechnical study noted that groundwater was perched on these layers. As a result, we do not believe that a facility can be constructed with more than 3 feet of separation between the wet season groundwater table. Furthermore, infiltration rates in the site soils, even when unsaturated, will be severely restricted by their dense / compact nature and high fines content. Therefore, we do not recommend stormwater to infiltration. 20192016.001 A/SEA1 8R8571 0 Page 15 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com '' KLEINFELOER gnghtfoe. "hf SdulwnL 5 CONSTRUCTION RECOMMENDATIONS 5.1 GENERAL The following recommendations should be used by the contractor for construction of the project. 5.2 EARTHWORK Site preparation and earthwork operations should be performed in accordance with applicable codes, safety regulations and other local, province or federal specifications, and the recommendations included in this report. References to maximum dry unit weights are established in accordance with the latest version of ASTM Standard Test Method D1557 (modified Proctor). The earthwork operations should be observed and tested by a representative of geotechnical engineer. 5.2.1 Excavation Excavations will likely encounter some fill and dense glacial till soils with cobbles and boulders. Excavation of the on -site soils can generally be performed with conventional earthmoving equipment such as dozers and excavators, though large equipment, fresh ripping teeth, and / or narrow buckets may be required. In some areas, wet sands and perched groundwater may be encountered. These soils will tend to slough. 5.2.2 Oversize Material Oversized materials, such as construction debris, which may consist of pieces of concrete and / or rocks / cobbles should be anticipated in the fill materials. The contractor should consider this oversize material when selecting construction equipment and any oversize material larger than 3 inches in diameter should be removed and disposed of off -site. 5.2.3 Site Preparation and Pavement Subgrade Abandoned utilities, existing pavements, foundations, and other existing improvements within the proposed gas station areas should be removed and the excavation(s) backfilled with engineered 20192016.001 A/SEA1 8R8571 0 Page 16 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com KLEINFELOER fill. Debris produced by demolition operations, including wood, steel, piping, plastics, etc., should be separated and disposed of off -site. Existing utility pipelines or conduits that extend beyond the limits of the proposed construction and are to be abandoned in place, should be plugged with non -shrinking cement grout to prevent migration of soil and/or water. Demolition, disposal and grading operations should be observed and tested by a representative of Kleinfelder. Areas to receive fill should be stripped of all dry, loose and / or soft earth materials and unsuitable fill materials to the satisfaction of a representative of Kleinfelder. After the area has been stripped of soft earth materials and debris, the upper 12 inches of subgrade should be moisture conditioned and compacted to at least 95 percent of the modified Proctor maximum dry density. Following compaction, the exposed subgrade should be proof -rolled with heavy construction equipment (e.g. loader or smooth -drum roller) to disclose areas of soft and yielding material. Where soft and yielding material is observed, it should be over -excavated and replaced with granular structural fill. Area that are excessively soft or yielding may require use of a separation geotextile between the subgrade and structural fill. 5.2.4 Foundation Subgrade Footing subgrade soils should be evaluated by a Kleinfelder representative following excavation to footing subgrade elevation. Probing, and/or potholing should be performed with the assistance of the contractor. It should be assumed that all footing subgrade will require compaction with an excavator -mounted vibratory hoepack. The contractor should submit samples of earthwork materials proposed for use during construction to the geotechnical engineer for evaluation and approval prior to use. Samples should be submitted at least one week prior to their use to allow the contractor to identify alternative sources if the material proves unsatisfactory. Structural fill should be moisture conditioned to within 2 percent of the optimum moisture content prior to compaction and should be placed in maximum 12-inch thick lifts. All structural fill should be compacted to a dense and unyielding condition and to a minimum of 95 percent of the modified Proctor maximum dry density as determined per ASTM D1557. 5.2.5 Weather Considerations We recommend that earthwork be performed during dry periods of weather to the greatest extent practical. During wet weather, the contractor should take measures to protect the exposed 20192016.001 A/SEA1 8R8571 0 Page 17 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com � fCLEINFEL UER 9righFPeople. R.ghF Soluaonr. subgrade and limit construction traffic on the exposed subgrade. These measures could include, but are not limited to, placing a layer of crushed rock on exposed subgrade or covering the exposed subgrade with a plastic tarp. During construction, the site should be graded so that surface water can drain readily away. Ponding of water in or near excavations should be avoided. Promptly pump out or otherwise remove water that accumulates in excavations or on subgrades, and allow these areas to dry out before resuming construction. Use berms, ditches, and similar means to prevent stormwater from entering work areas and to convey it off -site efficiently. Grading fill, structural fill, or other fill should not be placed on frosted or frozen ground, nor should frozen material be placed as fill. Frozen ground should be allowed to thaw or be completely removed prior to placement of fill. If earthwork is performed during the winter months when freezing is a factor, a good practice is to cover the compacted fill with a "blanket" of loose fill each evening to help prevent the compacted fill from freezing. Prior to commencement of fill placement operations the next morning, the loose fill blanket should be entirely removed and allowed to thaw before incorporating it into the fill. 5.3 FILL MATERIAL AND COMPACTION CRITERIA Material placed below structures or pavements should be considered structural fill. Structural fill should consist of well -graded granular material free of organics or other deleterious material and have a maximum particle size of three inches. Imported fill should conform to aggregate base or select sub -base requirements of Section 9-03.14(1) Gravel Borrow of the latest WSDOT Standard Specifications. Material that will be exposed to precipitation, or placed and compacted in wet weather should have the additional requirement that the fines content, material passing the US No. 200 sieve, be limited to 5 percent by weight based on the percentage passing the % inch sieve. The contractor should submit samples of earthwork materials proposed for use during construction to the geotechnical engineer for evaluation and approval prior to use. Samples should be submitted at least one week prior to their use to allow the contractor to identify alternative sources if the material proves unsatisfactory. Structural fill should be moisture conditioned to within 2 percent of the optimum moisture content prior to compaction and should be placed in maximum 8-inch thick lifts. All structural fill should 20192016.001A/SEA18R85710 Page 18 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com MLEINFELOER eognrh+cw,�. myn,so,�eom be compacted to a dense and unyielding condition and to at least 95 percent of the modified Proctor maximum dry density as established per ASTM D1557. 5.4 UTILITY TRENCHES AND EXCAVATIONS The contractor should be responsible for the safety of personnel working in utility trenches. We recommend all utility trenches and excavations are supported in accordance with state and federal safety regulations. Trench and excavation backfill should be placed and compacted as described in Section 5.3. Pipe bedding material should conform to the manufacturers' recommendations. Particular care should be taken to make sure bedding or fill material is properly compacted in place to provide adequate support to the pipe. Jetting or flooding is not a substitute for mechanical compaction and should not be allowed. 20192016.001A/SEA18R85710 Page 19 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com F NFEL DER HrighrAa* .. fthr SoNlx-. 6 ADDITIONAL SERVICES The recommendations made in this report are based on the assumption that an adequate program of tests and observations will be made during construction to observe and document compliance with these recommendations. Testing and observations performed during construction should include, but not necessarily be limited to, the following: • Observations and testing during site preparation, earthwork, structural fill, and pavement section placement; • Footing subgrade / drilled pier observation; C Testing and inspection of concrete and structural steel; and • Consultation as may be required during construction. We further recommend that project plans and specifications be reviewed by us to evaluate compatibility with our conclusions and recommendations. 20192016.001A/SEA18R85710 Page 20 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com KLEINFEL L7ER Br:ghc hrofne nghtSN�ttont 7 LIMITATIONS This geotechnical study has been prepared for the exclusive use of Costco Wholesale and their agents for specific application to the proposed Costco Wholesale gas expansion in Federal Way, Washington. The findings, conclusions and recommendations presented in this report were prepared in accordance with generally accepted geotechnical engineering practice. No other warranty, express or implied, is made. The scope of services was limited to a background data review and the field exploration described in Section 2. It should be recognized that definition and evaluation of subsurface conditions are difficult. Judgments leading to conclusions and recommendations are generally made with incomplete knowledge of the subsurface conditions present due to the limitations of data from field studies. The conclusions of this assessment are based on our field exploration and laboratory testing programs, and engineering analyses. Kleinfelder offers various levels of investigative and engineering services to suit the varying needs of different clients. Although risk can never be eliminated, more detailed and extensive studies yield more information, which may help understand and manage the level of risk. Since detailed study and analysis involves greater expense, our clients participate in determining levels of service, which provide information for their purposes at acceptable levels of risk. The client and key members of the design team should discuss the issues covered in this report with Kleinfelder, so that the issues are understood and applied in a manner consistent with the owner's budget, tolerance of risk and expectations for future performance and maintenance. Recommendations contained in this report are based on our field observations and subsurface explorations, limited laboratory tests, and our present knowledge of the proposed construction. It is possible that soil or groundwater conditions could vary between or beyond the points explored. If soil or groundwater conditions are encountered during construction that differ from those described herein, the client is responsible for ensuring that Kleinfelder is notified immediately so that we may reevaluate the recommendations of this report. If the scope of the proposed construction, including the estimated Traffic Index or locations of the improvements, changes from that described in this report, the conclusions and recommendations contained in this report are not considered valid until the changes are reviewed, and the conclusions of this report are modified or approved in writing, by Kleinfelder. 20192016.001A/SEA18R85710 Page 21 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com fCL E IIv'='�LOER BrlghLPcep,H. RigF15o7uLom, The scope of services for this subsurface exploration and geotechnical report did not include environmental assessments or evaluations regarding the presence or absence of wetlands or hazardous substances in the soil, surface water, or groundwater at this site. Kleinfelder cannot be responsible for interpretation by others of this report or the conditions encountered in the field. Kleinfelder must be retained so that all geotechnical aspects of construction will be monitored on a full-time basis by a representative from Kleinfelder, including site preparation, preparation of foundations, and placement of engineered fill and trench backfill. These services provide Kleinfelder the opportunity to observe the actual soil and groundwater conditions encountered during construction and to evaluate the applicability of the recommendations presented in this report to the site conditions. If Kleinfelder is not retained to provide these services, we will cease to be the engineer of record for this project and will assume no responsibility for any potential claim during or after construction on this project. If changed site conditions affect the recommendations presented herein, Kleinfelder must also be retained to perform a supplemental evaluation and to issue a revision to our original report. This report, and any future addenda or reports regarding this site, may be made available to bidders to supply them with only the data contained in the report regarding subsurface conditions and laboratory test results at the point and time noted. Bidders may not rely on interpretations, opinion, recommendations, or conclusions contained in the report. Because of the limited nature of any subsurface study, the contractor may encounter conditions during construction which differ from those presented in this report. In such event, the contractor should promptly notify the owner so that Kleinfelder's geotechnical engineer can be contacted to confirm those conditions. We recommend the contractor describe the nature and extent of the differing conditions in writing and that the construction contract include provisions for dealing with differing conditions. Contingency funds should be reserved for potential problems during earthwork and foundation construction. This report may be used only by the client and only for the purposes stated, within a reasonable time from its issuance, but in no event later than one year from the date of the report. Land use, site conditions (both on site and off site) or other factors may change over time, and additional work may be required with the passage of time. Any party, other than the client who wishes to use this report shall notify Kleinfelder of such intended use. Based on the intended use of this report and the nature of the new project, Kleinfelder may require that additional work be performed and that an updated report be issued. Non-compliance with any of these requirements by the client or anyone else will release Kleinfelder from any liability resulting from the use of this report 20192016.001 A/SEA1 8R8571 0 Page 22 of 24 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com fCLEINFEL�ER MighrP"Pk. "he Sow — I 1 J ICJ by any unauthorized party and the client agrees to defend, indemnify, and hold harmless Kleinfelder from any claims or liability associated with such unauthorized use or non-compliance. 20192016.001A/SEA18R85710 Page 23 of 24 © 2018 Kleinfelder October 16, 2018 www.kleinfelder.com � fCLE1NFELOER mrghF�r�7e. Niyhf Salutloac 8 REFERENCES American Concrete Institute (ACI), 2011, Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary. Costco Wholesale, 2016, Costco Wholesale Development Requirements, Version 2016, dated September 19, 2016 Portland Cement Association, 1988, Design and Control of Concrete Mixtures, Portland Cement Association, Skokie, Illinois. 20192016.001A/SEA18R85710 Page 24 of 24 October 16, 2018 0 2018 Kleinfelder www.kleinfelder.com FIGURES 20192016.001A/SEA18R85710 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com E m Q OD 0 N u-j , - (� I f6 a) -y a d) LL O ly qN �O U u li w J FL �U walrncrt ow I Supercerftr ram, v N 13 Jackson > Hewitt Tax Service t,p Ffea Lion Mer Sill. es Fe derol _ . _ S 348t h St S 348th St �a 5eatf�e - ChOt en s Soc,h 'r 14 r' r'I Olfw Garde Y r' f f fir SITE er: Castco Food court c05tca S 352M St .Ir The information included on this graphic representation has been compiled from a variety of sounon and to sr4w to Nunge wiir ad notice. Kielffaker makes no ropresenwiaus or w—antim nwm of kaplilod. 'aa to amoacy. onese, I:nelir,m. or dghls to ft uge of such lnfpnnation. This doc nl is " Intanded fm use U a"gvr4y product not Is B designed or intended as a corstnxtion dosgn doc~t- the use or mium of fhs InkaTV*n ronmernd on this graphk representation is at the sole risk of the party using or misusing the information 00 PROJECT NO. 20192016 VICINITY MAP FIGURE (KL DRAWN BY: BRC EW=EL ADE14 CHECKED BY: MBB 1 COSTCO FUEL FACILITY EXPANSION Bright People. Right Solutions. DATE: 9/25/2018 35100 ENCHANTED PARKWAY S REVISED: FEDERAL WAY, WASHINGTON 98003 PAGE: 1 of 1 11 The information included on this graphic representation has been compiled from a variety of sources and is subject to change without notice Kleinfelder makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a land survey product nor is it designed or intended as a construction design documen4 The use or misuse of the information contained on this graphic representation is at the sole risk of the parry using or misusing the information. •l+ti ��7y y Yf � 1` i ! f I F 1 r r 1 r I I r ROP95FA I 1 CANOPY IXPRkSbN 1 r 1 t 4 7Jv I l•. E ne• r to .. C F f 1 I I 1 t N f 1 f ! 1 O [ F O ! I O 01 s r ! f e I i B-1 (2018) I I B-2 (2018) P MW-3 (2018) I .f ,r 0 I E (1999) i I Ipl B-3 I (1999) �'1 ;� y� B-4 B-2 B-1 .."� (2018) ' (1999) 1 _�. (1999).� Lll I SOUTH 352ND STREE LEGEND oon l�rr nln on�o�nria _ ® BORING LOCATION (2018) * MONITORING WELL LOCATION (2018) BORING LOCATION (1999) I I I 11 r L ER 9efghtPmpk. iLgh[Salutiwn APPENDIX A FIELD EXPLORATION 20192016.001A/SEA18R85710 October 16, 2018 © 2018 Kleinfelder www.kleinfelder.com 1 LU Date Begin - End: 9/07/2018 Drilling Company: Holocene 1 BORING LOG &1 Logged By: WS Lewis Drill Crew: K.Doyle l Hor.-Vert. Datum: Not Available Drilling Equipment: Diedrich D-50 Hammer Type - Drop: 140 lb. Auto - 30 in. Plunge: -90 degrees Drilling Method: Hollow Stem Auger Weather: Partly cloudy Exploration Diameter: 8 in. O.D. FIELD EXPLORATION LABORATORY RESULTS O) N n ^C 6 n O a o O X.o U O c m V N a) Surface Condition: Pavement E. a a " of o N # E « a m ur v U N w a g"g >Z U) 0 E O c m c J O .9Z C Y o a N m E f6 vgg x 2 9c o u� O Z V E rn >' c O Z4 ai (0 N f6 �a Z o f a N ❑ c0 Lithologic Description U) rm a a � U ❑ o- o- _j a ¢ of ASPHALT: 2" PAVEMENT: gravel base I Fill: Silty SAND with Gravel (SM): fine to medium -grained, sub -rounded, light gray, moist, medium dense Dark brown organics Weathered Glacial Till - Silty SAND with Gravel (SM): fine to medium -grained, sub -rounded, gray, moist, very dense Weathered Glacial Till: Silty SAND with Gravel (SM): fine to coarse -grained, grayish brown, moist, dense becomes very dense The boring was terminated at approbmately 25 ft. below ground surface. The boring was back -filled with grout and patched at surface on September 07, 2018. 11 7 BC=7 10 12 18 30 BC=12 18 17 BC=15 13 50/6" Rig chatter Hard drilling Rig chatter SM I 1 1 69 1 22 1 NP I NP I Rig chatter refusal on apparent cobble or boulder GROUNDWATER LEVEL INFORMATION: Groundwater was not observed during drilling or after completion. PROJECT NO.: 20192016 BORING LOG B-1 BORING DRAWN BY: TC KL EINFEL D)E14 CHECKED BY: IRS COSTCO FUEL FACILITY EXPANSION B-1 Bright People. Right Solutions. DATE: 9/12/2018 35100 ENCHANTED PARKWAYS �... FEDERAL WAY, WASHINGTON 98003 �� REVISED: PAGE: 1 of 1 N 1 z !3 r e a: Z o Z N Q Cr w LL� E Y E yl y c Y a u g J Z Z 0 M Date Begin - End: 9/07/2018 Drilling Company: Holocene BORING LOG B-2 Logged By: WS Lewis Drill Crew: K.Doyle Hor.-Vert. Datum: Not Available Drilling Equipment: Diedrich D-50 Hammer Type - Drop: 140 lb. Auto - 30 in. Plunge: -90 degrees Drilling Method: Hollow Stem Auger Weather: Partly cloudy Exploration Diameter: 8 in. O.D. FIELD EXPLORATION LABORATORY RESULTS tm n 13 iP a > n ? o N mSurface Condition: Grass ' a o (NV L L O. a j Z O C E C C J :(� C Y OCc Q)i m E c 3$ z UV co U E R c = N � rnQ a E Lithologic Description o (7 (6 rn oc o o ®a a N ? U7 T v) O 01 Z` o M n. f0 o- 6 1D l0 a ? Q Of TOPSOIL 4" A 4• CONCRETE: concrete slab Encountered concrete slab _ adjacent to vault in planter The boring was terminated at approximately 2.5 ft. GROUNDWATER LEVEL INFORMATION: below ground surface. The boring was backfilled Groundwater was not observed during drilling or after with auger cuttings on September 07, 2018 completion. 5 10 1 1s I 20 - 1 25 I 30 PROJECTNO.: 20192016 BORING LOG B-2 BORING ("KL DRAWN BY: TC INFEL ►DER CHECKED BY: RS B-2 COSTCO FUEL FACILITY EXPANSION Bright People. Right Solutions. DATE: 9/12/2018 35100 ENCHANTED PARKWAYS FEDERAL WAY, WASHINGTON 98003 REVISED: - PAGE: 1 of 1 2 Iv 1 Date Begin - End: 9/07/2018 Drilling Company: Holocene BORING LOG B4 Logged By: WS Lewis Drill Crew: K.Do e Hor.-Vert. Datum: Not Available Drilling Equipment: Diedrich D-50 Hammer Type -Drop: 140 Ib. Auto - 30 )n. Plunge: -90 degrees Drilling Method: Hollow Stem Auger Weather: Partly cloudy Exploration Diameter: 8 in. O.D. FIELD EXPLORATION LABORATORY RESULTS J Surface Condition: Grass T F a a)e N O C c H E y O m o, U L N O- m F o o- Ut �' m O O Z O U N a) c Ol Z O) c '5i J -O '2 Z '(n C` o N .t.. N O_ M 00215 _ a II N U7 A O inN a U N o c� Lithologic Description fq rm a s 0 ? 5 6 U o a n- _j a? Q o TOPSOIL: 4' Fill: Rig chatter Slaty SAND with Gravel (SM): gray SILT with Organics (ML): brown, moist, stiff t3G-7 Refusal on apparent cobble or Glacial Till: 5015" boulder Silty SAND with Gravel (SM): gray, moist, very dense 5 GROUNDWATER LEVEL INFORMATION: Groundwater was not observed during drilling or after The boring was terminated at approkmately 4 ft. completion. below ground surface. The baring was back -filled with auger cuttings on September 07, 2018. PROJECT Na: 20192016 BORING LOG B-4 BORING DRAWN BY: TC (KL EINFEL DER CHECKED BY: RS COSTCO FUEL FACILITY EXPANSION B-4 Bright People. Right Solutions. DATE: 9/12/2018 35100 ENCHANTED PARKWAYS �� REVISED: FEDERAL WAY, WASHINGTON 98003 PAGE: 1 of 1 52 = Date Begin - End: 9/07/2018 Drilling Company: Holocene BORING LOG B-5 Logged By: WS Lewis Drill Crew: K.Doyle m Hor.-Vert. Datum: Not Available Drilling Equipment: Diedrich D-50 Hammer Type - Drop: 140 lb. Auto - 30 in. M a Plunge: -90 degrees Drilling Method: Hollow Stem Auger - - Weather: Partly cloudy Exploration Diameter: 8 in. O.D. N FIELD EXPLORATION LABORATORY RESULTS v 0 O_ C 0) w Surface Condition: Grass C � w U t E !Z f0 0 Lithologic Description in TOPSOIL: 4" Fill: SILT with organics (ML): non -plastic, brown, moist, stiff _ BC=S Glacial Till: 25 Silty SAND with Gravel (SM): sub -rounded, light 25 gray, moist, very dense P=1.5 BC--6 10 16 5016" 10 Intenlaclal Fluvial AeJ,oslts Silty SAND with Gravel (SM): fine to BC=10 coarse -grained, sub -rounded, gray, moist, medium 8 6 dense BC=11 10 10 15 SILT with Sand (ML): fine-grained, gray, moist, brown organics BC 2 a 3 Uj P=1.5 u BC=15 becomes very stiff 13 Glacial Till: _�A 20 - SAND with Silt and Gravel (SPSM): fine to o medium -grained, gray, moist, medium dense BC=18 _ becomes very dense 23 43 ° The boring was terminated at approximately 21.5 ft. — below ground surface The boring was backfilled with auger cuttings and bentonite on September 07, s ui o [ 2018. o . z 25 O N rn 0 mf o ry '� L Y u m z m Z '1 � N 30 }i � M (L i m z z c rr a o Z m �r PROJECT NO.: 20192016 N E Y J DRAWN BY: TC y KL� EI NFEL DER CHECKED BY: IRS Jz Bright People. Right Solutions. DATE: 9/12/2018 r� Z Z Z of T REVISED: ' x v o m _ '0 (n O C C = C7 J U 3$ oc o U7 U E � T N C O Z` N M N M O NL1. o ¢DaaF W ern - 0 0 d a- J d? SM I 1 1 68 I 32 1 NP I NP SM I 1 I 81 143 1 NP I NP Rig chatter Rig chatter pounding on cobbles Piece of cobble stuck in sampler shoe - GROUNDWATER LEVEL INFORMATION: Groundwater was not observed during drilling or after completion. BORING LOG B-5 I BORING COSTCO FUEL FACILITY EXPANSION B-5 35100 ENCHANTED PARKWAYS FEDERAL WAY, WASHINGTON 98003 PAGE: 1 of 1 Date Begin - End: 9/07/2018 Drilling Company: Holocene BORING LOG MW3 Logged By: WS Lewis Drill Crew: K.Doyle Hor.-Vert. Datum: Not Available Drilling Equipment: Diedrich D-50 Hammer Type - Drop: 140 Ib. Auto - 30 in. Plunge: -90 degrees Drilling Method: Hollow Stem Auger Weather: Partly cloudy Exploration Diameter: 8 in. O.D. FIELD EXPLORATION LABORATORY RESULTS 0) _° Surface Condition: Grass N _ w� m U L LQ. a � o 0 Lithologic Description TOPSOIL' 4" Fill: Silty SAND with Gravel (SPSM): light brown Glacial Till: Silty SAND with Gravel (SM): fine to medium -grained, sub -rounded, gray, moist, medium dense, fine gravel 5 Becomes fine and very dense very gravelly lnter facial De osits 10 Silty GRAVEL or Sand (GM): medium dense SAND with Silt and Gravel (SPSM): sub -rounded, light brown, moist, loose 15— Becomes medium dense Glacial Till: Silty SAND with Gravel (SPSM): fine to medium -grained, sub -rounded, light gray, moist, very dense, fine to coarse gravel The boring was terminated at approximately 21.5 ft. below ground surface. The boring was backfilled with sand and pipe on September 07, 2018. Z o J 11�_ a)U o X F a 4 O # _ E T q F- .- > Z Cn U _Q CC L7I C 'tn Cl) C _N JU U.- E 9s o O II U T O N N rn 0 v r4 oil 4 0. F NZ E� N � co 3: U - 0 0- a- J 0- BC=6 12 15 38 38 BC=12 8 12 BC=8 5 4 BC=6 7 8 BC=29 50/1" 88 I 11 1 NP I NP Flush -mount cover 2" SCH 40 Solid PVC Riser 20/40 Sand Pack 2" SCH 40 Slotted 0.010 PVC Screen GROUNDWATER LEVEL INFORMATION: Groundwater was not observed during drilling or after completion. PROJECT NO.: 20192016 BORING LOG MW-3 BORING DRAWN BY: TC ("KL EIIVFEL QER CHECKED BY: RS MW-3 COSTCO FUEL FACILITY EXPANSION Bright People. Right Solutions. DATE: 9/12/2018 35100 ENCHANTED PARKWAYS FEDERAL WAY, WASHINGTON 98003 REVISED: PAGE: 1 of 1 FCLE7NFELDER 9rOtpbapk-klghf"I t;—.. APPENDIX B GEOTECHNICAL LABORATORY TESTING 20192016.001A/SEA18R85710 October 16, 2018 O 2018 Kleinfelder www,kleinfelder.com 100 95 90 85 80 75 70 = 65 O w 60 m 55 w 50 z H 45 z U 40 a 35 30 25 20 15 10 5 0 M w GRAVEL SAND COBBLE SILT CLAY coarse fine coarse medium fine p m U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER ■■■■■flll�■I■v■fllll■■11■�■■Ills■■■■■■■IIAI�■■■■IIII�■■■■ 100 10 1 0.1 GRAIN SIZE IN MILLIMETERS 0.01 0.001 Exploration ID Depth (ft.) Sample Description LL PL PI ■ B-1 20 SILTY SAND with GRAVEL (SM) NP NP NP m B-5 5 SILTY SAND with GRAVEL (SM) NP NP NP A B-5 10 SILTY SAND with GRAVEL (SM) NP NP NP X MW-3 15 WELL -GRADED SAND with SILT (SW-SM) NP NP NP Exploration ID Depth (ft.) D1o0 D60 D30 D,o Cc CU Passing assi #4 Pass ng #200 °!°Silt °!°Clay ■ B-1 20 4.75 1.995 0.173 NM NM NM 69 22 NM NM m B-5 5 4.75 1.732 NM NM NM NM 68 32 NM NM A B-5 10 4.75 0.285 NM NM NM NM 81 43 NM NM X MW-3 15 4.75 0.482 1 0.242 1 NM 1.99 7.89 88 11 NM NM Coefficients of Uniformity - Cu = D60I D10 Coefficients of Curvature - Cc = (D30)2I D60 D10 Sieve Analysis and Hydrometer Analysis testing performed in general accordance D60 = Grain diameter at 60% passing with ASTM D422. D30 = Grain diameter at 30% passing NP = Nonplastic NM = Not Measured D10 = Grain diameter at 10% passing PROJECT NO.: 20192016 SIEVE ANALYSIS APPENDIX DRAWN BY: TC (OKL EINFEL DER CHECKED BY: RS C-3 COSTCO FUEL FACILITY EXPANSION Bright People. Right Solutions. DATE: 9/1212018 35100 ENCHANTED PARKWAYS FEDERAL WAY, WASHINGTON 98003 REVISED: 1 ("KLEINFEL UER &;gh[fbcpk. Mghf Si~,. 1 I I 1 I I APPENDIX C PRIOR GEOTECHNICAL REPORT 20192016.001 A/SEA18R85710 © 2018 Kleinfelder October 16, 2018 www.kleinfelder.com Geotechnical Investigation COSTCO Gasoline Retail Facility Warehouse #61 35100 Enchanted Parkway South Federal Way, Washington kTj KLEINEELDER An empluyce owned rnmtkiny In KLEINFELDER J J J Geotechnical Investigation COSTCO Gasoline Retail Facility Warehouse #61 35100 Enchanted Parkway South Federal Way, Washington Prepared for: Ms. Kathy Nishihira, P.E. COSTCO Wholesale 999 Lake Drive Issaquah, WA 98027 Prepared by: Kleinfelder Inc. 2405-140th Avenue, NE Suite A101 Bellevue, Washington 98005 Telephone: (425) 5624200 Facsimile: (425) 562-4201 J f Fyn l lVY) tdt 12/10/99 Copyright 1999 Kleinfelder, Inc. All Rights Reserved This document was prepared for use only by the client, only for the purposes stated, and within a reasonable time from issuance. Non- commercial, educational and sciendriic use of this report by regulatory agencies is regarded as a "fair use" and not a violation of copyright. Regulatory agencies may make additional copies of this document for internal use. Copies may also be made available to the public as required by law. The reprint must acknowledge the copyright and indicate that permission to reprint has been received. 1 1 1 1 1 1 1 C. 1 1 1 I TABLE OF CONTENTS 1.0 Introduction.......................................................................................................................................1 2.0 Planned Construction_.......................................................................................................................1 3.0 Field and Laboratory Investigations..................................................................................................1 4.0 Surface and Subsurface Conditions...................................................................................................2 5.0 Engineering Analysis and Recommendations....................................................................................3 General....................................................................................................................................... 3 Site Paving and Grading......................................................3 Excavatability.................................................................. .............................................................. 4 TemporaryExcavation Stability ........................................................................................................4 StructuralFill and Compaction........................................................................................................4 Foundations......................................................................................................................................5 Asphalt Concrete Pavement Section Design and Construction.........................................................5 Portland Cement Pavement Section Design and Construction.........................................................7 SoilCorrosion 6.0 ...................................................................................................................................8 Limitations . 8 7.0 Additional Services...........................................................................................................................9 - , 8.0 Closure........................................................................................................................................10 r-1 APPENDICES Appendix A: Figure A-1: Vicinity Map Figure A-2: Site Plan Figure A-3: Boring Log B-1 Figure A-4: Boring Log B-2 1 Figure A-5: Boring Log B-3 J Figure A-6: Boring Log B-4 Figure A-7: Boring Log B-5 I Figure A-8: Boring Log B-6 Figure A-9: Soil Classification Legend f I Appendix B: Application for Authorization to Use I J 60-00187X001/6019R176.doe Page i of i 6 Copyright 1999 Kleinfelder, Inc. J K L E 1 N F E L D E R 2405 140th Avenue, NE, Suite Al 01, Bellevue, WA 98005 (425) 562-4200 (425) 562-4201 fax 1 1 1 1 1 1 1 1 1 1 1-1 1 1 is 1 1 1.0 Introduction This report presents the results of Kleinfelder's field investigation and analysis performed at the subject site to aid in the design and construction of a proposed retail gasoline facility at the existing COSTCO Wholesale store in Federal Way, Washington, as indicated on the Vicinity Map, Figure A-1. The purpose of this study was to develop site -specific information and recommendations regarding the planned retail gasoline dispensing facility. The work performed for this investigation was authorized by Ms. Kathy Nishihira, P.E. of COSTCO Wholesale (COSTCO) and was conducted in accordance with our proposal dated November 5, 1999 and our November 24, 1999 revised proposal. 2.0 Planned Construction We discussed site development plans with Ms. Nishihira and Mr. Chris Ferko of Barghausen Consulting Engineers, Inc. (Barghausen) and reviewed plans prepared by Barghausen dated 10/15/99. We understand that the parking area west of the existing COSTCO store and south of the existing Olive Garden Restaurant will be utilized to construct a retail gasoline dispensing facility. Figure A-2 presents a proposed site plan. Planned construction for Parcel 1 was not finalized at the time this report was written. However, we understand this parcel may be used for parking and/or a single -story light structure. Planned construction for Parcel 2 includes a free standing canopy covering three service islands, a controller enclosure, and three 20,000-gallon underground gasoline storage tanks. We understand that the bottom of the tanks will be approximately 20 feet deep. We further understand that Portland cement concrete pavement is planned within the fueling station area as well as over the underground storage tanks. 3.0 Field and Laboratory Investigations Subsurface soil conditions within the planned tank and fueling station areas were investigated on November 23, 1999 by drilling six borings (designated B-1 through B-6) at the approximate locations indicated on the Site Plan, Figure A-2. Two borings were drilled to a maximum depth of about 23 feet below ground surface (bgs) in the tank area (B-1 and B-2, Parcel 2). Four additional boring were completed to depths ranging between 7 and 19 feet below ground surface (bgs) in the fueling area (Parcel 2) and northern parcel (Parcel 1) of the site. (See Figure A-2 for parcel locations.) Logs of the subsurface conditions, as encountered in the borings, were 60-00187XOO t/6019R 176.doc Page 1 of 10 Copyright 1999 Kleinfelder, Inc. K L El N F E L D E R 2405 140th Avenue, NE, Suite Al 01, Bellevue, WA 98005 (425) 562-4200 (425) 562-4201 fix recorded at the time of drilling and are presented on the boring logs, Figures A-3 through A-8. A key to soil symbols and terms is presented on Figure A-9. Drilling was accomplished with a truck -mounted, hollow -stem, auger drill rig equipped for soil sampling. Representative soil samples were obtained using a standard split -spoon sampler driven by a 140-pound hammer free -falling through a distance of 30 inches. Sampler driving resistance, expressed as "blows per the last 12 of 18 inches of penetration " is presented on the boring logs at the respective sampling depths. The samples were classified by a field geologist, and representative portions of each sample were packaged and transported to our laboratory for further analysis. 4.0 Surface and Subsurface Conditions The proposed COSTCO Wholesale Warehouse #61 Gas Station Addition site is comprised of a northern parcel (Parcel 1) and a southern parcel (Parcel 2). Parcel 1 will likely be developed for parking and/or a light structure. Parcel 2 is the planned location for the proposed retail gasoline dispensing facility. The parcels are bounded to the north by the Olive Garden Restaurant, to the west by 16" Avenue South, to the south by South 352"d Street and to the east by the continuation of the paved parking area for the Federal Way COSTCO warehouse. The southwest portion of a gravel and asphaltic concrete -paved parking lot for the Federal Way COSTCO store occupies the site. Concrete curbs and planters are located along the north and east sides of the site. These planters contain trees, small shrubs, and bark soil cover. Subsurface conditions at the project site are generally consistent between Parcels 1 and 2 and consisted of the following soil units: • Asphaltic Gravel Paving (Parcel 2) or Sod and Topsoil (Parcel 1) were encountered to approximately 0.5 foot bgs in each of the six borings. • Fill was encountered below the gravel or sod/topsoil to depths ranging from 6 to 12 bgs feet in all boring except for B-1. The fill consisted of medium dense to very dense, silty sand and silty gravel, with occasional lenses of sandy silt. The fill was probably derived from the underlying native soils at the site. • Alluvium was encountered from 12 to 19 feet bgs in Boring B-5 and 8 to 15 feet bgs in Boring B-6. The alluvium consisted of medium dense silty sand with gravel and traces of organics. A relict topsoil layer, consisting of soft silt, was identified in Boring B-5 above the alluvium from 12 to 14 feet bgs. • Till was encountered beneath the fill in Borings B-1 through B-4. The till consists of very dense gravelly silty sand with occasional cobbles and 60-00187X001/6019R 176.doc Page 2 of 10 Copyright 1999 Kleinfelder, Inc. K L E I N F E L D E R 2405 140th Avenue, NE, Suite A101, Bellevue, WA 98005 (42-5) 562-4200 (425) 562-4201 fax --) boulders. Till likely exists beneath the alluvium in Borings B-5 and B-6, although we did not confirm this during our exploration program. • Groundwater was encountered in Boring B-2 at 16 feet bgs (seepage only) and 20 feet bgs in B-5, and B-6 at 12 feet. However, it should be noted that groundwater levels will likely rise above the current elevation during periods of increased precipitation common in late winter and spring. The boring logs presented on Figures A-3 through A-8 should be referred to for more detailed information regarding the soil and groundwater conditions encountered. 5.0 Engineering Analysis and Recommendations General Based on the results of our field and laboratory investigations and previous knowledge of the site, it is our opinion that the site is suitable for the proposed construction provided that the recommendations presented in this report are complied with. In general, structure foundations may be supported by conventional continuous or spread -type footings established on the existing scarified and compacted medium dense to very dense fill or native soils or approved structural fill. Furthermore, all Portland cement or Asphaltic concrete pavements maybe supported on the existing medium dense to very dense fill or native soils or structural fill. Specific recommendations regarding site grading, structural fill placement, excavatability and temporary slopes, foundation and pavement design are presented below. Site Paving and Grading Within areas to receive improvements, the existing asphaltic gravel or sod and topsoil should be removed to expose the underlying soils. Additional excavation should be performed to remove fine-grained soils (referred to as NIL in Boring B-1) and loose fill soils. The excavated asphaltic gravel paving, granular fill and native granular soils may be stockpiled and reused as structural fill provided that the asphaltic gravel paving is thoroughly mixed with the granular fill material. Alternately, the asphaltic gravel paving can be discarded and the excavated granular fill can be stockpiled for future use. Within the controller enclosure, fueling station areas and all areas to receive pavements, the exposed soils should be scarified to a minimum depth of 8 inches. The scarified soils should then be brought to within plus or minus 2 percent of near optimum moisture content and compacted to a minimum of 90 percent of the maximum dry density as determined by ASTM- D1557. 60-00187X001/6019RI76.doc Page 3 of 10 Copyright 1999 Kleinfelder, Inc. ` ' K L E I N F E L D E R 2405 140th Avenue, NE, Suite A101, Bellevue, WA 98005 (425) 562-4200 (425) 562-4201 fax Excavatability Based on the borings performed in the planned tank area, we anticipate that excavations to the required depth can be_achieved with conventional excavating equipment. Excavation in dense till may require special equipment such as a Caterpillar D9 with a single ripper tooth. The contractor should be prepared for excavation of soils containing cobbles and boulders. It should be noted that groundwater was encountered at depths ranging from 16 to 20 feet during our field investigation, and may be encountered at shallower depths depending on the time of year that construction begins. Temporary dewatering may be required in order to install the underground tanks. The contractor should become satisfied that the conditions to be encountered and the type of equipment and dewatering methods are best suited for these conditions. Given the groundwater conditions present and the plans to install below -grade tanks, appropriate design consideration should be given to resisting potential buoyant forces acting on the tanks when the tanks are only partially full or empty. Temporary Excavation Stability The contractor will be responsible for assuring safe working conditions within excavations. Cut or fill side slopes shall not exceed 2H:1V, unless otherwise indicated on the drawings and approved by the local building authority. Shoring should be constructed in accordance with WISHA requirements. Structural Fill and Compaction All fill placed with the project should be structural fill. Structural fill may consist of previously excavated granular fill soils including asphalt if properly pulverized and mixed as discussed previously, or granular soils meeting the following gradation criteria; Sieve Size Percent Passing 4-inch 100 (No rocks or lumps greater than 6 inches) #4 mesh 50 max #200 mesh 5-10 60-00187XOOl/6019R 176.doc Copyright 1999 Kleinfelder, Inc. K L E I N F E L D E R 2405 140th Avenue, NE, Suite A101, Bellevue, WA 98005 (425) 562-4200 (425) 562-4201 fax Page 4 of 10 All fill material shall be subject to approval of the geotechnical engineer. Structural fill should be placed in maximum 8-inch loose lifts and compacted to a minimum of 95 percent of the maximum dry density as determined by ASTM-D1557. The moisture content should be near optimum at the time of compaction. UST and product line backfill shall conform to manufacturers specifications. Foundations The controller enclosure and canopy foundations may be supported directly on scarified and compacted granular fill or native soils or structural fill. The footings should be established a minimum of 24 inches below the lowest adjacent final grade for frost protection and confinement. Footings may be proportioned for a maximum net allowable bearing pressure of 3000 pounds per square foot (psf). A one third increase may be used for transient wind or seismic loads. Uplift loads on the canopy may be resisted by the weight of the footing and overlying soil or by skin friction developed along deep foundations such as drilled piers. If the client wishes to consider pier foundations, Kleinfelder can provide specific recommendations regarding the design and construction of these foundations, upon request. Total settlement of footings founded on competent soils should be on the order of one inch or less with differential settlements of 1/2 inch or less. In order to limit potential settlement, the footing excavations should be observed to verify that competent soils are exposed and that the excavations are free of loose or disturbed soils. The friction acting along the base of footings founded on granular fill soils or structural fill may be computed using a coefficient of friction of 0.30 with the normal dead load. An allowable passive lateral earth pressure may be computed by using an equivalent lateral fluid pressure of 300 pounds per cubic foot (pcf) for the side of footings poured against natural soils or properly placed and compacted backfill. The values given above may be increased by one-third for transient wind or seismic loads. Asphalt Concrete Pavement Section Design and Construction Our pavement design recommendations were developed using the American Association of State and Highway Transportation Officials (AASHTO) method for flexible pavement design. Our pavement design pertains to areas outside of the canopy area, but within the gasoline dispensing facility boundaries. Our recommended design pavement section assumes that the subgrade soil is 60-00187X001/6019RI76.doc Page 5 of 10 Copyright 1999 Kleinfelder, Inc. K L E I N F E L D E R 2405 140th Avenue, NE, Suite Al 01, Bellevue, WA 98005 (425) 562-4200 (425) 562-4201 fax firm and unyielding following proofrolling and/or has been compacted to at least 95 percent of the soil's maximum dry density, as determined by ASTM D1557 (modified Proctor). Our pavement section calculations are based on the following: • Annual maintenance such as sealing cracks in the pavement. • Design pavement life of 20 years. • Maximum anticipated traffic loading values of 500 automobiles, 5 light trucks, 3 medium weight trucks, and 3 heavy trucks per day. • Adequate drainage of surface and irrigation water to catch basins. Heavy construction traffic on asphalt pavements may exceed the design loads and could potentially damage or shorten the life of the pavements. Therefore, we recommend the contractor take appropriate measures to protect the pavement during construction. The design pavement sections should consist of a layer of crushed rock base (CRB) material placed on firm existing fill (or structural fill) and overlain by an Asphalt Concrete Pavement (ACP). The design pavement section should consist of one of the following: Minimum CRB Mi nimum ACP Parking and Lightly Traveled Areas 6 2 Heavy Traffic Areas 6 4 Prior to placement of pavement material, the subgrade should be evaluated by proofrolling. Yielding or unsuitable subgrade soils should be overexcavated and repaired as recommended in the Site Grading section of this report. The aggregate and asphaltic materials that should be placed and compacted in the parking and traffic areas of the site to the lines and grades shown on the plans are as follows: • Crushed Rock Base should consist of clean, free draining gravel or crushed rock meeting the requirements of Section 9-03.9(3) Crushed Surfacing, Base Course in the 1996 Edition of the State of Washington Standard Specifications for Road, Bridge, and Municipal Construction (referred here after as the Standard Specifications). • Asphalt Concrete Pavement should consist of one or more courses of plant -mixed asphalt concrete composed of asphalt and aggregate, with or without mineral filler, mixed in proportions to provide a homogeneous, stable and workable mixture. It should meet the requirements of Section 9- 03.8 Aggregates for Asphalt Concrete, for Class B materials, in the Standard Specifications. 60-00187X001/6019RI76.doc Page 6 of 10 Copyright 1999 Kleinfelder, Inc. K L E 1 N F E L D E R 2405 140th Avenue, NE, Suite Al 01, Bellevue, WA 98005 (425) 562-4200 (425) 562-4201 fax • Paving Asphalt should consist of AR4000OW grade asphalt meeting the requirements of Section 9-02.1(4) Paving Asphalt in the Standard Specifications. After satisfactory installation and compaction of utility trench backfills in areas to be paved, subgrade soils should be moisture conditioned and compacted to at least 95 percent of the maximum dry density so as to provide a firm, smooth, unyielding surface. After compaction, the subgrade should be kept moist to prevent it from drying out and cracking before placement of the CRB. After satisfactory completion of subgrade preparation, the CRB should be placed in a manner to prevent segregation and compacted to at least 95 percent of the maximum dry density with vibratory compaction equipment to provide tight interlock between aggregate particles. After placement and compaction of the CRB, the contractor should be responsible for the preparation of the exposed base layer surface, the placement and the compaction of an ACP course, or courses, to the lines and grades shown on the plans and described in the specifications. The ACP, its placement, and compaction should meet the requirements of Section 5-04, Asphalt Concrete Pavement of the Standard Specifications. Portland Cement Pavement Section Design and Construction Support for the Portland cement concrete (PCC) pavement may be provided by properly prepared granular fill soils or structural fill. Prior to placing pavement or base course materials, all unsuitable soils should have been excavated and the exposed soils prepared as recommended in the Site Grading section of this report. Recommendations for pavement- structural sections are based upon assumed traffic loads, classification and strength characteristics of the subgrade soils and the site grading recommendations contained in this report. Given this information, we recommend the following minimum pavement sections: Location Tank Slab Pump Island Slab 60-00187X001/6019R 176.doc Copyright 1999 Kleinfelder, Inc. Material Portland Cement Concrete Pavement Aggregate Base Course Portland Cement Concrete Pavement Aggregate Base Course Thickness (in) 7.0 6.0 6.0 6.0 Page 7 of 10 K L E 1 N F E L D E R 2405 140th Avenue, NE, Suite A101, Bellevue, WA 98005 (425) 562-4200 (425) 562-4201 fax These pavement sections are applicable for pavements with aggregate interlock joints and edge support. The concrete should possess a minimum modulus of rupture of 650 pounds per square inch (psi) and the mix should be designed in accordance with the American Concrete Institute (ACI) manual. !.- Reinforcement design should be performed by the structural engineer. Longitudinal and transverse joint spacing should not exceed 12 feet and 15 feet, respectively. Joint details should conform to Portland Cement Association (PCA) guidelines. Expansion joints in concrete slabs should be sealed with petroleum resistant sealant to prevent minor releases from impacting subsurface soil. Prior to aggregate base placement, the pavement area subgrade should be prepared as recommended previously. Crushed Rock Base should consist of clean, free draining gravel or crushed rock meeting the requirements of Section 9-03.9(3) Crushed Surfacing, Base Course in the 1996 Edition of the State of Washington Standard Specifications for Road, Bridge, and Municipal Construction (referred here after as the Standard Specifications). The base material should be placed in uniform loose lifts, brought to near optimum moisture content and compacted to a minimum of 95 percent of the maximum dry density as determined by ASTM-D1557. Care should be taken to achieve uniform compaction across the pavement area. Compaction levels should not vary by more than 5 percent between the highest and lowest acceptable readings. It is important that construction observation and testing be performed to verify that these recommendations are complied with. It is important that pavement grades be set to provide positive drainage to suitable drainage structures. A desirable slope for drainage in paved areas is two percent. Soil Corrosion Soils on this site are not expected to contain salts in sufficient concentration to be considered corrosive to metal or concrete. However, as a precautionary measure, we recommend that all concrete in contact with the onsite soils contain Type II cement and be placed in accordance with ACI procedures. 6.0 Limitations The recommendations contained in this report are based on our field explorations and our understanding of the proposed construction. The subsurface data used in the preparation of this 60-00187X001/6019R176.doc Page 8 of 10 Copyright 1999 Kleinfelder, Inc. K L E I N F E L D E R 2405 140th Avenue, NE, Suite Al 01, Bellevue, WA 98005 (425) 562-4200 (425) 562-4201 fax report was obtained from the four borings performed for this investigation. It is possible that variations in the soil and groundwater conditions could exist between the points explored. The nature and extent of variations may not be evident until construction occurs. If any conditions are encountered at this site, which are different from those described in this report, our firm should be immediately notified so that we may make any necessary revisions to recommendations contained in this report. In addition, if the scope or location of the planned construction changes from that described in this report, our firm should also be notified. This report was prepared in accordance with the generally accepted standard of practice at the time the report was written. No warranty, express or implied, is made. It is the Client's responsibility to see that all parties to the project including the designer, contractor, subcontractors, etc. are made aware of this report in its entirety. The use of information contained in this report for bidding purposes should be done at the Contractor's option and risk. 7.0 Additional Services The recommendations made in this report are based on the assumption that an adequate program of tests and observations will be made during construction to verify compliance with these recommendations. These tests and observations should include, but not necessarily be limited to, the following: • Observations and testing during site preparation, earthwork and structural fill placement. • Observations of footing excavations. • Consultation as may be required during construction. We also recommend that project plans and specifications be reviewed by us to verify compatibility with our conclusions and recommendations. Additional information concerning the scope and cost of these services can be obtained from our office. 60-00187XOO 1/6019R 176.doc Copyright 1999 Kleinfelder, Inc. Page 9 of 10 K L E I ti P EL IJ F. K 2-405 140th -\venue., NE, 5uitL. A 101, BuI IL'VLW, WA I! O—) j.42.5, 56 '-1 'i`0 ia'?- 562-420 I !J\ 8.0 Closure We appreciate the opportunity to be of service on this project. Should you have any questions regarding this report or wish to discuss additional services, please do not hesitate to contact the undersigned at (425) 562-4200, or Joel Carson, Kleinfelder's Client Service Manager to COSTCO Wholesale at (208) 376-9700. Sincerely, KLEINFELDER, INC. r Susan G. Harrison, P.E. 5 M. S(' Q ��t WASyy��Q Project Engineer ��`` •, yCf J' • o James M. Schmidt, P.E. S EG/SrER��C3� S/01YAL E� Manager Geotechnical Engineering EXPIRES 8/31/' on i cc: Joel Carson; Kleinfelder, Boise, Idaho Chris Ferko; Barghausen 60-00187X001/6019R176.doc Page 10 of 10 Copyright 1999 Kleinfelder, Inc. K L E 1 N F E L D ER 2405 140th Avenue, NE, Suite A101, Bellevue, WA 98005 (425) 562-4200 (425) 562-4201 fax 0. T -pv LO % pwn k, ,,.NNW "P %! L 1kh r IF t I Site t -7 -�_; f`-' T •. � i� T� ii j y ` 1 �' ��• 1 ��� �y� ! +rv�� k I j�:r •:�y¢,�•r, �,� . r 1- � �.�~w..r+ •i � :ram � �. - � -- ..��!r-' i '�J • 1 �{� -J Fjk t :j v Z ek Al 49, X f F fiT P7�.�,`t.�• '�;j:?'ti :�• ,li�j � � " '� l� 'f�. f' ..�1,_• � .•�,• •1 .3 3(' ��-2? ••�, .� ,." _f�` . ti 0 2000 Scale in feet Reference, USGS 7.51 -topographic quadrangle, Poverty Bay, Wash., 1981 L-\ORAWINGS\6000187)(\ FIG 1.OWG G� COSTCO Gasollne Retall Facility FTURE Warehouse No. 61 VICINITY MAP 35100 Enchanted Parkway South Federal Way. Washington A-1 1EINFELD R project. 60-00119-7X.001 11/30/99 a �J iIi1IIIIIIiiEiyii�i c❑STCO BUILDING Kam, 0 100 1 B-1 Klelnfelder boring number and approximate location Scale in feet References ❑veralL Slte Plan,,, Location No, 61, by Barghausen Consulting Engineers, Inc., dated 10/15/99 L•\ DRAWINGS\6000187X\FIG2.DWG COSTCO Gasoline Retail Facility FIGURE Worehcuse No. 61 SITE PLAN 35100 Enchanted Parkway South 36"M, Federal Way. Washington A-2 KLEINFELDER Project.-60-0018-7X.001 11/30/99 LABI w WELL/PIEZO x CONSTRUCTION a C4H 'F w Fz a A ¢ Oz I .a a I DATE DRILLED: I1-23-99 LOGGED BY: WSL REVIEWED BY: SGH f TORY --- -FIELD U.S.C.S. SOIL DESCRIPTION z� w r` 1 d � SURFACE: Gravel paving relatively flat. a z D 1 ' GP ° 6" fine gravel paving. Light gray -brawn, sandy SILT with gravel, NIL stiff, moist),'PILL I 1 I _(very Gray silty, fine to medium SAND with ' 1 1 I I I , gravel, (very dense, moist), TILL 22 S-1 SM I t I r 1 r I i I I I 1 1 I 1 5016" 1 I 1 S I I i 1 I I 25 S-2 - slight increase in percentage of gravel 40 I 1 I 1 I I 38 I I I { I � 20 S-3 - grades to dense I , 20 I , I 1 1 I I 1 I �• r I I I 17 1 1 I I 1 1 I 1 I I I Light -gray, fine to medium SAND with silt, ' 1 I (very dense, moist), TILL 1 t � 1 r 1 SM :. •:..: I I , 15 S-4 I 1 I 5016" 1 I I I I , Light -gray, silty, fine to medium SAND I I I 1 1 t t 1 I SNI ;: with gravel, (very dense, moist), TILL I r I , ' 1 1 a Light -gray silty, fine GRAVEL with sand,^ °< (very dense, moist), TILL 1 I I I I I I I I 37 S-5 GM ' 15 1 , 50/3" ° I I I t 1 I i I I 1 I SURFACE ELEVATION (feet): DRILLING METHOD: HSA Auger TOTAL DEPTH (feet): 23.0 DRILLER: Holt Drilling DIAMETER OF BORING (in): 4 1/4 CASING SIZE: COSTCO Gasoline Retail Facility 1 K" KLEINFELDER Federal Way, Washington GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS SOILS AND MATERIALS TESTING BORING LOG PR0.1F('T NrrrVlRF11: 60-01)1R7x-f?0l B-1 I 1 1 1 I I 1 1 1 I , 1 1 I t I 1 I I r t 1 I 1 I 1 1 1 I I I 1 , 1 I I I 1 I I I 1 1 I 1 I 1 1 1 I 1 1 I 1 I I I 1 1 1 I 1 I 1 I 1 I 1 I 1 1 1 I I I 1 1 I t I 1 t I I I r r 1 I I 1 I I 1 I I I 1 I I I 1 I I I 1 I 1 I I I I I , r r I I 1 , I I I I 1 I 1 I 1 1 I I 1 , I I I I 1 i I I I 1 1 , I I I 1 l I D FIGURE A -3a m PAGE 1 of 2 TESTING PROGRAM U.S.C.S. LABORATORY FIELD w WELL/PIEZO W W °- a Wx a w r W p CONSTRUCTION a� W z> ; a a aw A Oz W a ' z o 123 SOIL DESCRIPTION i - grades to coarse gravel r r , r , r GM r r r r r v r 5016" o * SAMPLER e Cal. (3"OD) Cal. TYPE Split Spoon Split Spoon (w/ liners) **HAMMER WEIGIIT (30" Drop) (30 Drop) k4l(LEINFELDER GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS SOILS AND MATERIALS TESTING I.ECT NUMBER: 60-00187x-001 Boring completed at 23 teet on 11/23/99. Groundwater not observed during drilling. ®SPT (2" OD) I Shelby Grab Split Spoon Tube (30" Drop) COSTCO Gasoline Retail Facility Federal Way, Washington BORING LOG B-1 r5 C No N A. Recovery P. < FIGURE A -3b PAGE 2 of 2 TESTING PROGRAM LABORATORY FIELD' U.S.C.S. J WELL/PIEZO W Wo F F 0� 14 CONSTRUCTIONaz�� z< J-1, f-' 3 0 -z Q Oz aN �.° �' st z O U a a a '5 _5 n 7o ' I T— DATE DRILLED: 11-23-99 LOGGED BY: WSL J REVIEWED BY: SGH SOIL DESCRIPTION Gravel paving, flat. 3" gravel paving SM Gray silty fine to medium SAND with gravel, (dense, moist), FILL ]JI 21 24 �j S-1 I I ; _I -grades to very dense30 - grades to dense with gray/brown mottling 15 S-2 20 35 V S-3 - grades to very dense 37 30 Gray silty fine to medium SAND with SM gravel, (very dense, moist), TILL 23M 1-4 -grades to light gray -brown with 36 occasional clean sand lenses <I" thick 5015" - groundwater seepage at 16 feet, grades to wet 346 o MS-5 - becomes gray, moist at I8 feet 50/5" SURFACE ELEVATION (feet): DRILLING METHOD: HSA Auger TOTAL DEPTH (feet): 23.0 DRILLER: Holt Drilling DIAMETER OF BORING (in): 4 1/4 CASING SIZE: COSTCO Gasoline Retail Facility k4KLEINFELDER Federal Way, Washington NICAL AND ENVIRONMENTAL GEOTEC SOILS AND MATERIALS TESTING ENGINEERS BORING LOG 'PROJECT NUMBER: 60-00187x-001 B-2 FIGURE A -4a PAGE 1 of 2 Ei TESTING PROGRAM LABORATORY FIELD a w WELL/PIEZO W Wo C9Wj E S.2 C4 CONSTRUCTION a ge-F ZW A 3I CZ as oCA a e o Z I a o �n oa. SOIL DESCRIPTION 4 I I • 1 - gravel increases at 20 feet, brown, wet I 1 7 I I I ! I I I I 1 i I I " 50/5 S-6 tsoring completes at �S ieet on 111'ls/h!y. Groundwater seepage encountered at 16 feet. Groundwater table encountered at 20 feet during drilling. *SAMPLER Cal.( 'OD) TYPE e SplitSpoon Cal. Split Spoon SPT ((2" OD) Shelby ® Split 1 Tube Grab No Recovery (WW liners) POOR ** 300lbs HAMMER WEIGHT (30" Drop) 3001bs (30" Drop) 140lbs (30" Drop) COSTCO Gasoline Retail Facility FIGURE K4Federal Way, Washington KLEINFELDER A -4b GEOTECHSOI NICAL ENVIRONMENTAL ENGINEERS BORING LOG S AND ERIA S TEST NG rECT NUMBER: 60-00187x-001 B-2 PAGE 2 of 2 j TESTING PROGRAM U.S.C.S. LABORATORY FIELD w WELL/PIEZO W S u W aW o F w F' E w O x CONSTRUCTION Z W W i a v� L aCG E" w Fz Fa, cooIA F H U A Qo a i a. O G Q rnz lW 3 co a a H vwa U a z O oa, SOIL DESCRIPTION surtop 1 , ' 4" gravel paving Light gray -brown, silty fine to medium SAND with gravel, (loose, moist), FILL SM 1 s I 1 I I I I I I I I I + I 1 I I 1 2 S-1 I 1 I I I 2 18 Light gray, silty fine to medium SAND SM with gravel, (dense, moist), FILL I r r r 1 r s r s I 1 r I I 17 S-2 1 r r r t I 1 f I 10 g l r I I grades to medium dense l 1 l I ' - _ _ _ _ _ _ _ — _ — — — Gray silty fine SAND with gravel, (dense, I r 21 S-3 SM moist), TILL I I I 29 I I I I I I I 19 I I I I I I I 1 I DU 111Ig UVI I1p iGlGU M .V MrL U11 l L14J; 77. Groundwater not encountered during drilling DATE DRILLED: II-23-99 SURFACE ELEVATION (feet): DRILLING METHOD: HSA Auger LOGGED BY: WSL TOTAL DEPTH (feet): 9.0 DRILLER: Holt Drilling REVIEWED BY: SGH DIAMETER OF BORING (in): 4 1/4 CASING SIZE: COSTCO Gasoline Retail Faeility FIGURE Federal Way, Washington k4KLEINFELDER A - 5 GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS BORING LOG SOILS AND MATERIALS TESTING Pi20.TEt"T NUMBER-. 60-00187x-00I B_3 PAGE 1 of 1 p TESTING PROGRAM LABORATORY FIELD d WELL/PIEZO > ww^e `n r S's g x CONSTRUCTION "� �4F �� W, a Cn 6 a F W FZ .a 04 rcl) i IR A 3 °u q 3 cO U a z o l 15- U.S.C.S. IT, O Q V)z z Cn SOIL DESCRIPTION : Gravel paving. 1 I r I I 6" gravel paving Gray silty fine to medium SAND with I , I I S I I gravel, (dense, moist), FILL r I I 1 I f I I I I + ; ; 14 S-1 SM r I I I 20 I r I I I I V 18 I 1 I I I 4 I I I 7 S-2 - grades to medium dense I I 10 I , I I + I 1 I 13 ] I l I I t I I { nuns* *�rr••inztP..ri.Zinr..aeir� n£eeia l.CA feet at 2 locations on a boulder or on very dense glacial till. Groundwater not encountered during drilling. DATE DRILLED: I1-23-99 SURFACE ELEVATION (feet): DRILLING METHOD: HSA Auger LOGGED BY: WSL TOTAL DEPTH (feet): 6.5 DRILLER: Holt Drilling REVIEWED BY: SGH DIAMETER OF BORING (in): 4 1/4 CASING SIZE: k4lCLEINFELDER GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS SOILS AND MATERIALS TESTING COSTCO Gasoline Retail Facility Federal Way, Washington BORING LOG B-4 FIGURE A - 6 PAGE 1 of 1 W LABO: ,a WELL/PIEZO W CONSTRUCTION az cs. F W a U 3 o j0 a r I � I f i I I I I I 5 ! 10 0 o F� ,;,� A z ►r W "4o owl I * fl ccu I I I I I 1 ! ! , r I I I I I ! ! t I I 5015" Q NR { t I s i I r I I r t I 3 I I r I I s I r ! I I r I ! I I ! 19 S-2 r ' 25 s I I I I I I I ' I I ! 20 I I I r I ! I l I ! ! I 18 S-3 I I I 8 10 I I I I I I , ! I I I ! r r I 6 S-4 13 ! ! ! I I ! ! ! 12 ! I I I I 1 I , r ! I I I r I I 2 S-5 I r ! I i I T I• ! ! I I 1 I i I I � I I I I i I , I ! ! l I I I I I I I 5 S-6 ' ' ! I I I 16 I I I I I I 1 I 21 U.S.C.S, p SOIL DESCRIPTION z SURFACE: Level grassy area in parking lot. 1" sod and topsoil SM Light gray silty SAND with gravel cobbles, boulders, (dense, moist), FILL GM A Gray silty GRAVEL with sand and cobbles, (dense, moist), FILL StM :: Gray fine silty SAND with occasions gravel, (medium dense, moist), FILL ML I I Gray brown, sandy SILT with roots and organics, (soft, wet), RELICT TOPSOIL SM ' Light gray -brown, silty fine SAND, (medium dense, wet), ALLUVIUM 1J Boring completed at I9 feet on 11/23/99. Groundwater encountered at 12 feet during drilling. DATE DRILLED: 11-23-99 SURFACE ELEVATION (feet): DRILLING METHOD: HSA Auger LOGGED BY: WSL TOTAL DEPTH (feet): 19.0 DRILLER: Holt Drilling �} REVIEWED BY: SGH DIAMETER OF BORING (in): 4 1/4 CASING SIZE: COSTCO Gasoline Retail Facility FIGURE Federal Way, Washington z 0 F WU A� zCn O " [—� W A E" ZZ O w z� UQ Uq O a� O� WF FO Q CU QO z� UQ OW C7 22z w? Q� �p �Z ap QF �U �U QO W H F Q o. a Q KLEINFELDER A _7 GEOTECHNICAL AND ENVIRONMENTAL SOI S AND MATERIALS TESTING ENGINEERS BORING LOG " FECT NUMBER: 6040187r-001 B-5 TESTING PROGRAM LABORATORY FIELD a WELL/PIEZO ��- v CONSTRUCTION 94 Zw `" I c. L. a w� H W Fz a i U) H i p 3 V o. � d0 �z 3 �o d a o o Er l Z p r 0 a � 15 I10 - U.S.C.S. w o SOIL DESCRIPTION z t grassy, NE portion of Parcel I. r P sod and topsoil o Light gray silty GRAVEL with sand and GM cobbles (medium dense moist to wet) > > t r I I I I I I I FILL ! I I I I 1 I I I I 14 S-I u - grades to very dense, moist r I 1 1. 1 1 I I 1 r 30 4 — — Light gray silty, fine to medium SAND with gravel, (very dense, moist), FILL l i t 1 I I 1 1 I I I 1 t i I t r I I I SM I 1 I I I I 19 S-2 s I I I I I I I t I 20 50/4" l I 1 1 I I I I ! I I t r f I I r I t I 12 12 S-3 Light brown silty fine to medium SAND I t I 6 with gravel, trace organics, (dense, moist), ' I 1 r I I I I I SDI ALLUVIUM I I I I 1 I 1 I ! 1 I 1 I I 1 t I I r 1 s t I i I I I I i I 1 1 I t I I I I f I I 1 t I I I r t r I I l r 1 1 I I I I : I I I t 6 S-4 - grades to light gray -brown, wet I f 12 14 r t t I i t 1 1 I i r t r I I r r i I I r r i I " Boring terniinated due to refusal at 15.1 feet on very dense glacial till or gravel on 11/23/99. Groundwater encountered at approximately 12 feet during drilling. DATE DRILLED: II-23-99 SURFACE ELEVATION (feet): DRILLING METHOD: HSA Auger LOGGED BY: WSL TOTAL DEPTH (feet): I5.I DRILLER: Holt Drilling REVIEWED BY: SGH DIAMETER OF BORING (in): 4 I/4 CASING SIZE: COSTCO Gasoline Retail Facility FIGURE Federal Way, Washington k4KLEINFELDER A _ 8 GEOTEC NICAL AND ENVIRONMENTAL SOILS AND MATERIALS TESTING ENGINEERS BORING LOG PROJECT NUMBER: 6-00187x-001 B_( PAGE I of I SOIL CLASSIFICATION CHART SYMBOLS TYPICAL MAJOR DIVISIONS GRAPH LLETTER DESCRIPTIONS . �• •. 41• WELL -GRADED GRAVELS, GRAVEL - CLEAN GW SAND MIXTURES, LITTLE OR NO GRAVEL GRAVELS s • FINES . o e 0 Q ❑ P POORLY -GRADED GRAVELS,G GRAVEL - SAND MIXTURES, LITRE AND GRAVELLY (LITTLE OR No FINES) SOILS Q Q oQ OR NO FINES COARSE GRAVELS WITH 0 � GM SILTY GRAVELS, GRAVEL - SAND - GRAINED MORE THAN50% FINES ❑ o SILT MIXTURES SOILS OF COARSE FRACTION RETAINED ON NO. (APPRECWBLE AMOU GC CLAYEY GRAVELS, GRAVEL - SAND - 4 SIEVE OF FINES) CLAY MIXTURES SW SANDS, GRAVELLY CLEAN SANDS SANDS, LITTLE OR NO FINES SANDS, SAND :'• SP POORLY -GRADED SANDS, MORE THAN 50% OF MATERIAL IS AND (LITTLE OR NO FINES) LARGER THAN NO. SANDY GRAVELLY SAND, LITTLE OR NO 200 SIEVE SIZE SOILS FINES MORE THAN 5D°% SANDS WITH SM SILTY SANDS, SAND - SILT OF COARSE OF FINES FRACTION PASSING ON NO.4 (APPRECIABLE AMOUNI S C CLAYEY SANDS, SAND - CLAY SIEVE OF FINES) MIXTURES INORGANIC SILTS AND VERY FINE ML SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY INORGANIC CLAYS OF LOW TO SILTS CL MEDIUM PLASTICITY, GRAVELLY FINE LIQUID LIMIT AND 50 CLAYS SILTY LESS THAN CLAYS, LEANDCLAYSS, GRAINED CLAYS _ SOILS _ _= OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY INORGANIC SILTS. MICACEOUS OR MH US FINE SAND OR MORETHAN 50% SILTY SOILS OF MATERIAL IS CI'I INORGANIC CLAYS OF HIGH SMALLER THAN NO. 200 SIEVE SIZE SILTS LIQUID LIMIT AND GREATER THAN50 PLASTICITY CLAYS OI I ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS HIGHLY ORGANIC SOILS ' '— '— `— -� PT PEAT, HUMUS, SWAMP SOILS WITH HIGH ORGANIC CONTENTS �� � �� NOTE. DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS KLEINFELDER SOIL CLASSIFICATION LEGEND Copyrimt 19" Project # 60-0018'7X-001 I FIGURE A - 9 APPLICATION FOR AUTHORIZATION TO USE REPORT OF GEOTECHNICAL INVESTIGATION COSTCO GASOLINE RETAIL FACILITY 35100 ENCHANTED PARKWAY SOUTH FEDERAL WAY, WASHINGTON KLEINFELDER PROJECT NUMBER 60-0018-7X.001 DATED December 9,1999 TO: Kleinfelder, Inc. 2405 1401h Avenue, NE, Suite A101 Bellevue, Washington 98005 FROM: Applicant. _ hereby applies for permission to: [State here the use(s) contemplated] for the purpose(s) of: [State here why you wish to do what is contemplated as set forth above] Applicant understands and agrees that Kleinfelder, Inc. is the copyright owner of the above identified report and that unauthorized use or copying of the above identified report is strictly prohibited without the express written permission of Kleinfelder, Inc. and Kleinfelder's client. Applicant understands that Kleinfelder, Inc. and/or Kleinfelder's client, may withhold such permission at its sole discretion, or grant such permission upon such terms and conditions as it deems acceptable. Dated: Applicant by its 60-00187X001 /6019R 176.doc Copyright 1999 Kleinfelder, Inc. Page 1 of 1 TECHNICAL INFORMATION REPORT Proposed Costco Gasoline Facility 35100 Enchanted Parkway South Federal Way, Washington Prepared for: ostco Wholesale May 22, 2001 Revised November 10, 2001 Otif Job No. 6076 it JA Cqo CIVli. E<NSWEERiNG, LAND PLANNING r SURVEYING. ENVIRONMENTAL SERVICES 18215 72ND AVENUE SOUTH, KENT, WA 98032 • (426) 251-6222 . (425) 251-8782 FAX www_barghausenx m TABLE Or' CONTENTS /^ r. 1r:rb / Lo PROJECT OVIRVIlW..... ...... ......... -....... -.---'.----..'-~'.--_.-'_-^....................... --- � ��am,� S���7�����[O8�. -� --=- --'---'--`~'--'-^--'~^'~~~--'----^^^^~~'^^~'~'~----''~^--^- / �u�:� C��������� � -'~�'' -'.-_'-.--'--'..----_-.-_'-^--~~-~-.----^~-'_._--~'- � Fiaa�4 �[�7��f����-'-.---'_..-'-''-' '-' ,....................... ~-'' ' ---_---'-_-'._-'~,-_.._._' 2J0 {%)NDIrDONSAND R?QUIRYM1INTS SUMMARY ........... ...... ............. .^........... .......... —'.--.. 3.0 OFF-I;ZIFANdLYSIS....... ......... ........... ^......... °.............. ,~~-,,.~~..~. ,_~,~, 7 � PART A ���1�����B�������� - '~--'--'~--~---~^~'--''---~~'-^^'^~-'^~^^-'^^--~^ PART B-DEVELOPED SITEB-YDROLOGY '~-^--'------`-'~-''----^-'--'----''----'--' ,l PART - PERMIZMANCE STANDARDS .......... ---...... -^....... ',-'............ _--'-~---........... \ � PABl'IY - WATER QUALITY SYSTEM ......................... ........................................ ....................... '7�/ 8.0 NlT.CIALREPORTS AND M}QIIS' .-...-...-'-.~.',~-..~--...'_...~---~.-.---'--'--'- 9.0 R-SCANALYSIS AND DESIGN . '_-_'^--'--._.-^~---'...-.^~.~~....'...,..'.~.."...-^^`....~^~.~ 9.0 RQND FACULrTYSUMMARIES AND DECLARAITON Or, 10.0 ANT) MAIK3IJNANCE&9ANDAJ.......... .......... ............ ~......~~.~~..°^..~~........... ��1 ,, EXHIBITS EXHWIT A - ITiwl A MAP EXHIBIT B - SENSITIVE AREAS MLTOS � [� � rXHIRTT C - ASSESSOR'S DAAP J ExFTTT3rr D - BASTN MCONNATS,SANCE REFOWF # �� M11BIT R - SOILS REPORT �1 1 EXtiWYr F - LEVEL, I FLOW CON-rRO1, CALCULATIONS � FxRmrr U -,BASIC WATER QUALITY CALCULATIONS Extmrr H - PRI-E CONVEYANCE CALCULA'1IONS � j�• J y 1 J I 1.0 PROJECT OVERVIEW 1.0 PROJECT OVERVIEW The projoct Sit£ is lacatod within a portion of the Southwest quulCr of Section 21, ownship 21 North, Range 4 Just, iU,lmeEtc Mefldiati, City ofpmerai way, King t~_oullty, wasiiington. Mm spceificaliy, the site is located on the Northeast corner of the intersection of i6th Avenue South, also known as Enciixuted Parkway South, and South 352nd Street. Ilie enclosed site, locwion inap depicts the appmximate, location of the proposed site. Ilir, site has currently been cleared of all ► egetation and has a parking lot constructed over tho =jority of the site. The vacant area on tho site consists of gravei and is a higlitr elevation Erred the surrounding streets. The site is Ix" of a larger deuclopment known as Wesl C.<tmpus Square, which was devclaperl its the late I9SUs, xvith detcntion and water quality dcsigrt Inou poratc-d into the project, Its the 1990s, a coalescing plate oil/water sgxtralar %vas in Willed upstream ofIlie detention system designed for the entire site. The proposed project %vial consist of a retail gasoline facility along with parking drive aisles, associated landscaping, and wility hnprovements. The subject property is approxirutely 2 acres in size, Uinder develoNd conditions, thr, majority of Ehe site will be paved combined with appropriate landscaping, as %yell. As requ nxi by the City of Fedcral Way, Level 1 Flow Cantral and basic and high tlse water quality requiremu is shall be inst iFuted for tills project, 1hr City has hidicated thatfor pre -developed coil4itions, 50 percent of the site shall be considered fill grass mica 50 pez=nt impervious, The design for Basic: latter Quality is wet through the use of a combined wetfrletention vault. The design for Wgh ttse is achieved by rising catch basin hire. is with ail absurbew media according to the 1998 King County, Washingron Stature Wafer Design Manual. No runoff from upstrcam e,nters the site due to the drive aisic along the east side of Elie site laving in inverie€I crown which collects runoff from the east ia a catch basin and pipe conveyance system discharging to the existing oiVivater segtErator and existtAg detetrtion vaMlt. 606,010 JJPFbglathj ZIr i I I I I FIGURE 1 l � TIR WORKSHEET j s King County Department of Dewfopment and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part I PROJECT OWNER AND PROJECT ENGINEER Project Owner Costoo Wholesale Address 999 L-,% a Drive la�V+iA Phone (42 ) 432-3284 Project Enginear Jay S. Grubb, Company garghausen Consulting En lnaors, Ii3e, Address/Phone 42 251-6222 Part 3 TYPE OF PERMIT APPLICATION ❑ Subdiiviaion HPA Short Subdivision C] Grading Commercial Ci idler Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Costco Retail Gasolina i=acilily Location Townsh! 21 Nwth Range 4 East SW 114 Section 21 Part 4 OTHER. REVIEWS AND PERMITS � 0 DFW l-IPA C1 COE 404 L) DOE Darn Safety FEMA Fioodp€ain C] COE Wetlands Parl 5 SITE COMMUNITY AND DRAINAGE BASIN Community Federaf Drainage Basin !-I belos Creels ShcTeilne Management Rockery Structural Vaults Other I fart 5 SITE CHARACTERISTICS ^ I mwr ., _ _ _ ❑ Eloodpla7 3 5irearn_` , _ w _ ❑ Wetlands ❑ Critical Stream Reach SeepsiSprings C� Depresslonstswaies High Groundwater Table Lake Groundwater Recharge Steep Slopes Other 6076.ai 3 ppilath] 14 Part 7 SOILS Soil Type Siopes Erosion PatenrW Erosive Vclvcities Originally Everett type soils, however, the sit& has been fitted. C3 Additional Sheets Attached I Part s DEVELOPMENT LIMITATIONS I REFERENCE Ch. 4 - Dmmstream AnLJSsia _ C3 L7 AdOtlonal Sheets Attached LIMITATION/SITE CONSTRAINT i Part g ESC REQUIREMENTS I MINIMUM ESC REQUMEMENTS DURING CONSTRUCTION SadimentaWn Facilities . Stabilized construction Untrance �f Parimeter Runoff control �1 Clearing and Grading Restrictions C3 Cover Practle98 Construction Sequence C3 Other MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION V Stabilize Exposed Surface L) Remove and Restore Temporary FSC Facifitlss Clean and Remove all Sift and Debris 3% Ensure Operation of Permanent Facslitws C1 Flag Limits of SAO and open space preservation areas Other 6076.011 [jpNolill + furl 10 SURFACE WATER SYSTEM ! Grass Lined Channel t .f Pipe $ystern ❑ Opon Channel Dry Pond ❑ Wet Pond ❑ Tartk Vr Vault Energy Dissipater ❑ Watkand U Stream Infiltration~ ❑ Depression LJ Flow Dispersal waiver ❑ Regional Detenilon Method of Analysis I( 3FITS CompensatiorVIMiligation of Eliminated Site Storage Brief Descripfion of System Operation PI -pa conveyancy systern to watfdeZention vault and existira gi�walrrr �e�araior them to exlstit�g deter�tEon. � _ r=aoility Reialed Site Limitations Reference Facllliy Limitation Part 11 STRUCTURAL ANALYSIS I Cast in Place Vault Reta€nIng Wall ./ Rockary >4' Hlgh ❑ Structurai on Steep Stopa C� i0ther Part 12 EASEMENTS/TRACTS i � t�raknage Eas[3rr�ent ❑ Access Easement ❑ Nativo Growth Protection Easigment ❑ Tract ❑ other Part 13 SIGNATURE OF PROFESSIONAL ENGINEER t of a civil engineer under by supefAsion have visited the site. Actual site conditions as obscrvod were imorporated Into this mlcsheet and the attachments. To the best of my knowledge the information provided Isere is accurate. 6016.011 f, P'Vathj rd FIGURE SITE LOCATION I C'E�btiT VICINITY MAP � NOTES T1 1 FIGURE 3 1 DRAINAGE BASINS J _J a I 3 LTFU R[31 TYPE WYZ: ITS 57ollu �EieHOL.�S ELYI•.1 210. bS � X � L44.DS WE 11 le D E+a11 ti EY uk VI.A ip[C6 iE3. 17 W W 1[-I*2-X PO' [1P N m 7'. SAKI+ 2amf ,V l%r E*- FAT. # !v CM iC . tL 1. 31 lY UP SE - 3.Ok M fAIT,-C 9 _U POW MCC � i4111 W.'m 3,Lii reW 3iA.T?3n181N-258. i+ .NFL 251. }t R6ui Phlls 1LT - }S+.44 "WFJ M14 4[x17 i961.4 556RX LW iF Mk .T AVI A mwaFL 15S a7 ",, YmT - L+ IA x61i+4 256 Sa !1• tw v . tie #2 IV L,r NV - U7. 11 IF 11P 5-W.W bj5.q 25'k 7a 11' the t - 2YP-31 iF• o • M 77 V2- or 3r pm S -250.7i 5Ua}O 2r LO he {AP 3 i.&a 11• Air M - i3L LS san-P 25G 71 tC pvt .. m q MtL ,Fvkm EVIL e+ W LVIC 5 . 21.t 7+ 3e yS f .2414 9 90 ,[ Eiv id le CW ■ . 211. Ts jE+11 E4r_95 #• 1m S - UL i5 5lPE i7 1Y S11C aN - Wt*LE 19 LWATC .%U1 T sIL 11 d' iee S - 2AI.1i �y qr S . 2L3. 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[17F 3] tail ?i3,1* 15 Pc 1 -pZ 1! dILID LSG As P . UL 44 PIPE 3 241LW 12'Ot ••91ILN WOO Ua S8'V 41}2S 1, dbP i . ALL3F 11aa 1 thin RCN #3 selmr WSE +TIL 9? 111FEE li40m WE #aibi i!.- m4a SAIJUMV 11AWDL-LS T,0.LLJ• ZA&Dr r r1C N.p7k as N. pm 5 .2rk 3+ a• FID E.3cL-0F Summ ics 27 r PIy 1 • 257 73 d• PWD E +21&75 •' .4 ?1L 38 or FFft 5 A: i3P. V} SSNFe 94109 m £ = aSL BI IV Pke ■ - 47k 5! 1#1t+E 2AlL75 hi •rt w-27L Ed S3 fIG i � 817.;tS r 7A0 ! r 2?N. 53' $WM¢ 3AL76 le M L-t*Lti EN PYs ■ 23L1iN 'r pyD N r 2ASI DLL E6 La FAA 11- 2 1: ie r plq S - 2wll7 r p� E . sa1_68 i 396l13 lSL7t 1r 29C F - zt1.12 1r FYC N-a1h4P f C9 O Cb d � LE7 PRELIMINARY GRADING AND DRAINAGE PLAN (SOUTH) ATCHLNE SEE BHEET C5 N r?FH?. LEO.END rggeosiD rasa h MIDE mcv.FS Er4f0 , (RW W ri*WATKN 7 FVNA D W-Ka G?k S1YE El UM! :{ [X'.T49 TiYG u Eum ....,�.�...... FlCM: o L4#ih V.�R •� CG{fflTF Q.MER S.irc �... PiJiM O *10W W;UK{ ...�.� ir�5 sa VC&M GTas =..i E EemrJ WeR 4;Am1 i w,"u SC1%uF9 r -OWRETE E-MJEHT c abiV.F1T N WgE sla Ile I&V119 F7^al� h%7'JlT C we Vo Yhli7 WRI "JOK r9 hFw AS w76r8sa A_ U pWr M 4 G TIM: SHU EE TIXUFM LPi>;1LY T8 ftivil E4'n' RL A4Id41 ME CUFARL 49MI1125-. alr. 24 of (0*. TKI32) pi_ Or er ale 7m IX N .12 sw wo I+C+'a"j / ..M PRELIMINARY GRADi RAI AGE i LA F.! :��ry��: !'N. �• sir,-%• . MATCHUNE SEE SHEET C4 i ,i ff'm I7 II 11 i 1 W AAAl .id� Im'r ufo ua1h1 Fw° � f /� V � %a2�� Carsl. CPJF[ I•':1 - '� f r '. � 175? Soul i'k f • S Y,`J��r' r i7jj fa t !E S:'R y FAT.G iT 3n1�j =E E7OWA GuraE sm EtESGram fwdkA AICRM CRME" Etm= x $It�a,1 UWAFGE Fe 1D 38 iP Sx6 mi9 510Ei1t dfLrSw ` — _— Y- AlOFOSW SIM CATC11 0" �s -• Dfo7E1r: Of`i41 WC11 OUR STn4x w A6TRi Pl041101E ��'.�•.''� 06iPC &W PJ{4E W NOT CIk" rrirAM FO iATtk CwVre r-sF2uw, FIGURE 4 SOILS MAP - ailer,k Pa--"r 61 — t + tv rgreeh rr' rAfrpwj /" ate$ ri'F Gre•: Aga • 73d r psi `�' • E•.vG :�', ate= e fSrriB - .: ii• } '� , t ��t T{r AsO khr Pahl -• 352•+� �� 69 i +',.•3F a, �� Ear. 2 1 rvv rss :AFC p'r Sete ilr Sm �ti ztia: � , azr i _ r iTr o' !61 t Eyro q, No h3'' ti EvB ur —r ars �- Amr 1 Ape. a AEB Erb arl-f 1 .ar..r •.. q Sk �1 i EvO E + AvC r a �aC?el i• 7• SOILS MAP �. .0 CONDITIONS AND RE'NQUIRE, ME' NTS SUMMARY L_ D 2.1? (-'O fDrf]ONS Ali€) RF',IQUiRr,.M .NTT LTKMAR The only SF?FA oolxditions applicable to this portioa of Ehc project are that suce tho subject site wilt create more than 5,000 square fcct of nem impervious area; th cforc, surface %eater runoff control and water quality treatint,01,vil1 be rcgtllred according to ibc 1995 KMg, Crrway, Waslibiglan ,Surftice Waler Design Manual. The project site lies within a Level I Flow Colarol area and must desiga tbo water quality facility to meet Elie Basic and high use mems of the 1998 King Colenz ►, Water Design Man iial. This project proposes to de just that; therefore, we have provided Level I Flow Control according to the calctiltttions submitted herewith, as ►volt as by providing a %vet vault. to meet Basic Water Quality and catch bas'sit iuser€s to meet the requirements of the high use site. Level f Flow Control ma€ches die, developed peals dischmge rates to the existing site conditiola's peak discharge rates for 2- and 10-year rettim periods. 2 6076.0I0 ill'Mglsthl ANALYSIS OF THE EIGHT CORE REQUIREMENTS AS DELINEATED IN 'I'I . 1998 K7?VG CYr'UNTY, WASHINGTON SURFACE WATER DESIGN MANUAL Core Requirement iVa. 7: Discharge at site Natural Localiom I esp—arse: 111accordance. Milt ibis requirement, this project proposes to discharge runoff frorn our site into the existing detention system located in ilia camral pordon of €he site, tkreby discbarg at its currently used discharge point, Gore Regtri rinerrt No. 2: 'Site Analysis, 711e infent of this core requirealerrt is to 1derrr fy and evalitaie Gaff sire drttitutge probleons fluit may be created or aggravated by the proposed project and dererr ohm appropriats niarfstrres for prr:v+enfing aggro wilion of those in accordance ivilh the requirerrrents of the King County Manual. 77ris r.ore requirement re qt&i s rite analysis of downssream pmhlems requiring special atlention. Response; Spice this project disch es to m existing detention system with an adequate off -site drainage system, an o[T-site analysis is not required by the City of Federal Way, si.=e we we not discharging more. leak flow than was occurdug durW existing conditions, combated with what the site is going to discharge after developnw m), Care Requirement No. 3: Flow Control. Vie intent of this care requirement is to ensure flue rnininunn level oJ'canrrol treaded to protect a"ownstrcant proper lies and resources front r'rrcrecrses hi peak and vohime of runoff generated by ne v dewefoprrrerrr. 771cr TetFel of flow corrtrxrl varies depending on lacations of dmmstreaw canditions identified in Core Requiremeaf No, 2. I espan ; As indicated earlier in this report, Level 1 Plow Couirul is rt-cluired by €be City of Federal Way, the-mfore, discharge rates will be the sam or less titan existing runoff rates tip to Le 10-year storm event as defined by the 7998 King Curarty, Washington Stuface Water Design Ufirrr aL Gore Requirement No. 4: Conveyance .Vnem. The inlerrt o, f!iris care requireinent is to ensure proper design and ron sfrucir'orr of enghteeredconveyance sysierrr elements. Canveyance systenix are nalrtrnl and engineered dre Mtge facilities that collect, comahl, convey, rind rmvide for she flow of surface and stonraliwer. hors Core requirenient applies to the engMeered elements of rite corrt�eycrrree^ system, priviar-ily pipes, culverts, and ditcheslchannels. Response: Th€s project: proposes to design a new pipe system far conveyance €1n site to convey, at it minimum, the 25-year peak flow, based on €lie ra€ u al =[hod using anning's:Equation. This pipe system ultimately discharges into the exisft convey-ance system in 16th Avenue South after being detained through two vaults, 6076.010 I) PJtboth l f Fore Requiremem Mo. 5. Erosion area Sediment Confrol. Ae intent of this core regttirertrer#1 is to preperid dire^ frxrirsporl of sediment to streams, we:llandy, lakes, clrahrage systems, and adjaeerrd properties. Prosioon on construclion Niles can resrril in excessive ,pediment fransporf to adjacent praperfies Md fheir merface lmlers. Setdirt enf tramparl can residt in major adverse impacts sudi as floodhIg due to Obslrterled drain -age ways, smothering of Nalrrmoldd spawning bee -Is, and creation o,falgae bloom hi lakes. Response: The erosion and sedimentation mntml mcasums outlined in the 1998 King C'oerirly, Washington Surface Water Design Manual will he utilizW For this project, inclujing the installation or fillet fitb is fencing, temporary coustniction entrance, and cover meawms. Core Re gmire merit No. C.• Maintenance and Operations. Tire inleutaf till's Core requ r'emew is to ensure that the maintenance responsibility fardr ainagefaciiities is clearly assigned and Mai these facilities will be properly maintained and operated in peipertHity. lticponse: All diairiagc facilities on the subject site are, considered private and will he utainu6ned by the property awner, A copy oC#1}c C)p r'aliorts raid 1 crr'rite�rrarrce Nlarrrral submiEte�l as pitF# of ttt permit upplicat on shall ly, retained on sttc and shall be transl`crred with the propwy to t! mw Own. . 'the Operations and Maintenance Ma teal is attacliod lure%vilh. Core: Requirement No, 7: Mnarrciat Guararifee.s and T,ialxilhy. 77ee inter of Mis core requirement is to ensure f nancial guarantees are pasted to sufficiently cover late CO -VI of r:orre[;film if necessary. and corrrplefe substandard drainage facility construction work aruf warzant, for•hva }years to ,satisfactory pei jowl ance twirl mairilerrrrrtce rr, f prasenewi'y coustruvied drablage facilities to be assumed by the City of Federal Wiry for ttiairilerton e and opera on. Care Requirement No. 7 is also intended to ensrem that a liabillly pokey isprr•ovided which ch prolects Me prvponertd and the City from any damages relating to the conisfrucfion or rt alme:tfatice of r•egrtire(J &vilttrge.} fcccilisleb: by a Private party. Response. The owners of this project will lost a Dralnage Facilities Rtt term im Site Stabilizatim FinanclatGuan,mtez and also aDrunageDefect andMali etenance,Financial Guarantee, all in accordance with the City of Federal May's requirements. Care Regrfiremerrs No. 8., Water Quality. Tire latent of 1111s c0)•e requirement is to require an efficient, east -effective level of ivater quality treatment lallored let ?he sensitivities and resarrrve protection needs of the damisltearri receiving Dater• to which the project she drains or in the arse of infiltration, protection of lire receiving gr-orendivrrter• system. there are friar specific setae!' grrtrliiy Menus: the Basic Water Quality Remit, lire Sensitive take Protection Menu, Resource Stream? PrOkCtiorz Meem, or [lie Sphagnrim Bag Protection Meliir. Respansc: The high use site is alsD a water quality mmu and is tM one utilizers for this project sinc a tite project site curreufly has an existing scpitrator. So, in addition to that existing facility, catch basin inserm arc proposed for this proj"t site That mom tile, 4 6076_010 UPIAMV0011 1 i l Requirements of a High Use Site Water Quality Monti. In addition, titc City of Federal Way has mandated that Basic Water Quality he applied to this project. Thrreforc, this project proposes it combined wet/detenlion vault as the means to provide Basic Water Quality. 5 6076.010 EJPJ/hglathJ ANALYSIS OF TI-W�,FIW, SPROiAL RLQiIIRL ITS AS DELII ATED IN UWI,1998,KTNG COUNTY, IVA SHI N G TONS UR FA CE IVA3ER D E.51GN MAIVVAL Speeial Regfdreateja Mo. is Otltttr Addalweil Areas'Specific Ra epire rwimy. Res qu.5e: The 1998 Krug Coriall, . lV(rslringlan Surfiice Water Design lV eaufal is one of several adopted regulations in King County, w1fich apply to conformance a wgspcc!rJC lbasis. The subject prr perty does iie within the Hylebas Cr=k Basis, lac vevc€, detention has I=n aaii will be provided on site, as well asivatergnal•itythat)are niodiFyIng sainelvhat, and we are meeting the intent of the City of Federal Way's requirements far this sEt-e. .Vecial Rertftirerraent No. 2. Floodpl ain and flood way delineation. Rcsportse : hloodplain and t7oodways are subject to mtincLation duLing extreme events. This project does not include development within (lye 100-year tfoodpliain of it stream as depicted. on (ht:FEMA Ploo€way ibTap. Special Regrarrernwttt No..3,. Ffoocd Protection Racilities. Response: Devclopnrnt silos protwed by levees, rcvcDnrnts, or berrnss require a high level €rf con ideacc in their struciti l integrity and performancc. Proper analysEs, design, and construction is accessary to lWIPCt agaillst pote.atially catastcophEc conscgncnces if such facilities should fail. The pi-Dji ct site. does not nicet the requiminents aF this SNdal Requirement No. 3 since it does not contain or is not adjacent to a Class I nr 2 stream that has existing Eland protection facilities such as a levee, revetment, or berm. Special Regrairenient No. 4: Source C'ontral lies onsr: This project is a corm urcial development, therefore, it 01cels (tic a ucshald of €ho source control regoirernent, therefum retluuiaig water €1tEali(y to ba instituted (o prevcni rtmeff from being pnlicr(ed in the tfmymtream drainage catirse. BMVE; re€iuiWxl includc: Kocping tlic storm drainage sys(cmcluall, stegeiling sturmdraiits, providiagaroof Over Ehc fueling area, pavirtglhc fttcliltgarea t ith oorrCmw, imlatilagan oil/walersrparator, providiagealclibasin inserts, ternporaryconstrziction practice TiMP's and swegi parking lots at least once a mon(it. Special Requirerrrent No. 5: Oil Conirol ldmggnse: Projects propos ing to develop or redevelop a h i gh rise site must provide oil coo rol in tit dh ion to any other water quality control its required by the 1998 King County, l'Virshingtair Srarface Water Design Manual. Such sites typically generate high contenlrations of oil dire, to Idgh traffic (drover or the. frecluent transfer- of oil. Thiir site clues meet Elie defrnilion of a high we S1(0 aS dc(crauWcd by tlic dp9S Khig Coraity, W ashhigto71 urface WalerDesigrr Manitra1. ' ht=fore, w€: air pvopusitig catch basin inserts ► ith €iit absorbeal media its the method of oil control provided f`or this Bito. 6 6476,01D [JPIlbghtthl LC 3.0 (OFF -SITE ANALYSIS I. I 3.0 OFF-Sf'IE ANALYSIS 3.1 Upxtreant Drainage Analysis In the ecntral portion of the site, there is an existing underground detention vault, The entire west campus dcvelop=nt drains to this delention vault. Drainage iscollected within file development by catch bnks and a pipe conveyance system. Prior to development, the West Caniptis Square was, andcdain by a combination of Everett and Alderwood type soils. No rr ueff enters the site From the west, as thorn is a rockery on the: western property line, and areas to the west of the site arc approximately 10 foci lowor than the subject site. The only area that could possibly contribute runoff to this Site would be from ilia dcvelopmcat to the, east. Most of thal drainage is collected into pipe conveyance systeins and discharge di ce€ly into rho stormwater detection vault located in the north central portion of this site. For the pttrposc of Iltis report. thprc is 110 off site or upstrenm drainage contributing to this site. 3.2 Oa-Sife Dndwige Analysis '11m 0ty of Federal Way has indicated that for this project, the, design ma►tdards will follow the 199E King County, Washingto)? Sinface Water Desip# Manual. 'this manual titiiizes the KCRTS Methodology of hydrological analysis. The City of P eral Way has also irtdicatod (bat Uvel 1 Flow Coniral shall be the required standard for mew devel€rpment on this site. The calrmlations arc Coallained wilI" this n-port for the sizing of the Level 1 !"'low C€rntr-oi facilities for this project site. This project proixises a combi lied wWdOcn ion vault located ups trewn of the existing coalescing plate oiUw•ater separator; therefore, meeting, t1lo Level 1 Flow Conlrol and 11asic Water Quaii(y requirements. Please see the water duality analysis in the appondix of this report for the cakr Edalions used to size the wet vault portion of the combined wet &tcntiou vault, As previously mentioaed, an existing oil/water separator is located just upstrrearn of the existlns detention vault that treals the entire West Campus Square development. 'Phis projectsite meets the- tbreshold roqu ircnwnt of a high use site and i s an. industria I site subject to an expected average da Ely traffic wu nt equal to or greater than 100 vehicles per 1,000 ultuu-e feet of t he gross bui lding area that i s propaged for this dccvclopnicnt, In addition, the threshold of a commercial or industrial site, subject to petroleum storage and transfer in excess of 1,500gallorts €rar ym, is also met since this is a gasoline facility. Therefore, the high Esc tt hodology of Oil Control Option No, 1 is selected for this site, which utilizes. catch kiasin Inserts in all the Catch basins subject to runoff from the high use areas. 3.3 Oownstrenm Drainage Analysis The City of Federal Way has indicated a downstream drainage analysis wiR not need to be determined for this project site. As thcsitedisaltarges to au cxislingdctcr�lio>i system, �wbich vas srzed for thu entire site, and discharges to the existing coltvcyance Mtem on Enckwted 1'&kway Somlth, also known as loth Avenue South. This down Oream system has been previously analyzed and shove. tltc propose€, project will reduce peak rates to the existing detention facility, tire, downstream system has beeit determined to be adequate. 7 fi4 -MLI [JJ1hq1at1zJ .0 RETENTION/DETENTION ANALYSIS DESIGN 4.0 RETltrNTIONfl)I+.'l. RIMON ANALYSIS AND DESIGN DART A - EXISTING SITE liYl`}l1<C)LOG' Y As =.ationcd previously, the City of Federal Way has indicated that for pre -developed omiditions, 50 percc tt of [lie salt; should Ew, consideir-d till grass wad 50 percent impervious, to addition, this site is king developed to !r kimately disclrarge to an existing detention system lucaterl iu tho central portion of 111C AEC. Cotdribu&g Basin Areas South Basin 1're-Developed Area 0.5 AC. till V=s 0.5 AC. impi:r%,Rxrs North Basin Pre-Deyclolicd Area U AC, till grass 0.5 AC. impervious Post -Developed Area 0,25 AC. till grass 0,15 AC. irttpervlous Post-DmQiopod Area 0.15 AC{ till grass 0.85 AC:. impervious Plcasc sce tlic basin =ap allaulted bareivith its.Figure 3 in Section 1.0 for th�u basin contributing to the detention systoms tntrtler the, developed conditions for the project Siie. PART R - T17?WIM0PEI D SITE HYDRO L0GY As ,rr miowd prr:viously, Elie developed conditions are mostly impervious with sell lulluuats of pervious rill Vass sit rfaccs. 'rho, difforunces bu weep peals flow rates between thco existing conditions ai d dcvc*ped col dhions. in addition to ronolT voltrrnas being goncrated due. to (lie, fact Ihat tlicre is more, inspea-oimsmrt'accttndcr(levelopcdcoidiiions, arcwhatdetermincstIto a mou pit offlow cositrolVol 0Inc provided. Also, die to the addition of 0,05 acres of new import/€arts surrace due, to roadway improvements to South 3 2nd Street which bypass {lotcntlon, the South vault has Ixeen sized with a dowtlsti-earn paint of cornpliaace %vhich increased the size of the varilt. Please see attached calculations in Exhibit F for the methodology, the KC1171"S runoff tin -re series, and the Level 1 Fla-w Control calculatiuns used to size Elie wet detention vaults. 13AI: l' C- 13liiRl+'(DlilMANCESTANDARDS As mentioned previously, the level of flow cmtrol boing providrA for this projcet site isI.evel 1. which meets the requiremr-ats of the 7998 King Courtly. Washingion Souface Water Design Mutual, Tscvel I Flow Cantrol restricts the }rest -developed release rates citir'ing 2-year an(l. 10-yecr storm events to the existing releme rates during the salne storm events. resl)ectively, based on the 1998 King noway, Washington arface Water Design Manual methodology. See the calculations in Exhibit `F' which iudicate a requir-ed storage Y(7lrin-m of 3,175 ctibic feet with a 2-year release. of 0.14 cfs and it 10-year Mease, of0.l9 cfs for the, south basin and a required storage volume, of 1,495 cubic feet xvith a 2-ycar 6076-010 [JJr g1athJ release of 0.16 uFs and a I0 }scar mlease of 0.18 cfs for [lie north basin. Basic Water (duality is being provided With the ii1stalIatini of catch basin inserts to meet the requirements of the high use Site. Please see the plans For the, exhibits of the flow control facilities and their dimensions. Also, see the calcuIatiarks located in RAibit F for thr, orifice sires IfiA shoe€Id match the phut, including computer printouts. PAIU E - WA'I-I�R QUAI,1<'lI Y SWUM, Please see the plans ror the locatloil ai d sizetffthe %vaterquality facilities ttuameet Basic Water{giality requirements provided by a %whictention vault with &td storage in the bol tom of the vault to provide water qt idity as dictated by {lie 1998 King C'ounly, Mishingfarr Srrt-f ace Design Manual. In add i[ion, please see Exhibit 6 for the basic water calculations. 6076,010 TUAWathl THING COUNTY, WASTUNGT( N, ,SURFACE WATFR DMIGN MANUAL TORMWA TER FACILITY SUMMARY SHEET 5 � ?7 Sri :5-r, ENGMERIZ Name, .:7�) y (_c Firm ), r.r �, Address P S ?, r c, Developed Site,: Acres DEVELOPER Name r ,3 -e e,� Firm z Address `7� L s►'- ,ems, '✓cc� 1'isnnc 1quinbcr of lots Number of detention faciIitics on site. Number of in filtration facilities on site: ponds ponds -- vaults vaults _ tanks _ talaks Flow control ptovidod in regional fauitity (give ioc atin j) No #loiv control required _ ExClnption number Downs6roa l_lrainan Basins —� lin�ncctiate Basin A-� Basin B Basin G Raton D Number & type of water quality faciiitieq on site: biofiltration s%vale (regularf�vat/ or continuous i!nacw?) combined detcntioWWQ road (W9 portion bado or €aysc?) VX combined detention/wavanit conopost filter filter strip tlo%v dispersion farm nu-magerment plan landscape management plutr oil/water separator {bafflc or coatescing plate?) catch basin insetts: Manufacturer pm-set#I i ng pmd Pre -settling slsucture; Manufacturer flow-splitter catehbasia Water (dual i design ftn- Water uali #reated "Inc or 1998 Rurface WfAcr Danigit Manual Major Basin sand filter (basic or large?) sand filter, linear (basic or large7) sand filler vault (baste or lurgel) stormwater wetland wctpoad (basic or large?) wetvault INDIVIDUAL 13A SIN A ijfl'4_ B��-, C I7 WI M 71 KTKG GOUIrl-1'Y, WASRI1 GTOM SURFACE WATER D -. TGIF MANUAL llh I{i INFORMATION, cont'd TU'1'Al�TKDrMUAL BASIN Drainage basin(s) On -site area A Ale, �k B 6ila,,JtN C D � .r Offs Area +k 'Type of Stara a Facility � Live Storage Vohtnre l r7U Predeveloped Runoff" late 2-year f { W- r 1 I q4- 2. D '- 100- ar r , 1,,V, De,veloped ranofFrate 2-year I{c .ICJ 1 Q- aY !r 100-year Type of restrictor Size of oriiicefm rictor Nm 1 No. 3 No. 4 BLOW CONTROL & WATER QUALrrY FACILITY SUMMARY STILT SKEDC H All detention, inliltr,t;Eon and water gkmli#y facilities inusi inelude a sketch per the r6llowing crlteria: l . IIeading for the dranwings should he lt,cated at the, tap nrtlra aketch (top right -leaped cormr), The heading should coe Wn-. North arrow (point up or to left) D9# Plat name or snort plat number i Address (nearest) • Datc drawn (or updated) Thotuas Brothers page, grid number 2. Label C13s and Mlis with tiee plan and profile designatk)m Label the control strkiettira in w€ift or abbrcriate with C,S, Indicate which struaims provide spiII control. 3, Pipes-- indivale: I'ipe3 Size Pipe 1ang1h Flow direction Usee-a single heavy weight line 4. Tanks— use. a double, heavy weight litre and indicate size (dimneter) S. Access mach Outline the Ihnits or the road • Fill the outline with cuts if the mod is gravel. Label in %yriling if another surface. 6, Other 4tand,9Td Sytnbols: • B4lluds+00• Mans • Rip rap ao6oao Fenm --x --x -.x --x -•x --x-- • Ditches--L}...,... -D-.4 Uj 7. Label trash racks in writing. S. Label all streets with tho actual streat sign dmignation, If you don't know the actual street tiatstie, consult the plat Map. 4. 1wludc casements awl let lines or tract Iim!is; ,vhcn possible. 10, Arrange al l Lbe labeling or writing to Tcad f m left to right or from bottom to top with :eCcrence to a properly oricnicd heading. } 11. Indicate driveways or features Meat may inapact amess, maintenvnt:e w rco.tcemeut. { 1998 Surface %haler Design lvlanuaj SITE DRAINAGE BASIN, SUBBASIN, AND CHARACTERISTICS MAP LEGEND COSTCO WHOLESALE FUEL FACILITY EXPANSION -- EXISTING ASPHALT PROPOSED ASPHALT 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 r EXISTING CONCRETE PROPOSED CONCRETE COSTCO FACILITY #61 ••••--•---------•- EXISTING CURB PROPOSED CURB ^ EXISTING CANOPY DRIPUNE---- ----------- - •- SAWCUT LINE -- '� EXISTING EASEMENT BASIN BOUNDARY EXISTING EDGE OF PAVEMENT .ri. EXISTING STORM DRAIN y• EXISTING UNDERGROUND WATER LINE EXISTING UNDERGROUND TELEPHONE LINE EXITING UNDERGROUND POWER A N It - I - . . .. . . n w� O M_ W.co o � a OD Z Q Q � Q } LL W Z Z J LL Qa O U ow H w LLLL.. Q 9 00 U Z C7 w J N Cl) rn O a = w �Q= D 0 J O W U - Figure 4 Soils Map Z W W J Ca G a E U m L a) 'p a) a) N Y N N L6 N N N aN+ f° o w a) a) 2 N a) � (0 E (a aa) 7 a) 3 `o U T O coNE a m U Z U O aN7E ca o N 7 C a)2 U= O ECD N N y- CL p — N •y C U (6 p t` a) a 2 a) 7 U O E ao 0 E a Co 10 m O E — a) f6 a�i rn C O m (°� U C C L a m N N vya) m LY z 3 N cLiE2> Mn`°ayi3 .iL—+ rn o O .CL U) C LL N N j (a Q caN O a) L a) � a 3 E U w C E L E aN O ca L 3 a) o ai co a) a°)i E N � o c m O O m o a) m o a)a T L (a U O O C a) Q C/) a7 0) S]. (0 E L C> O C O 7 2 O 2 T d C= U L O N m a+ O p d �� 7 N O d E T N a) m E a) C L a) U a) a) 7 N U 0 O C v N L N C N a� U N N to Z p 0. _� N U N � N C l0 N ".'' E U w J� O N CL O (` C i Y 3 a) 'a *+ O E �oa)cc a mtY z �EQ0 o� (35 ca m o�oa a1 E 0)" �, ?) L d �a Of (0 a3 N IO O .cm N C oc mjfp 3m L No Ep Q N o o o o (1) m c(caa)ni N` C a) Ui w N U 'N cc a) N j �O � 0. O N C N'D N N ` o C E C O O U N .U7 2> 7 w 0 a7 '` 0) C p. (� aj a) 7 N N N ` in N U C I6 m a a) T (n a) E O o 'd a) _C (6 N a) C (0 C '— C U w E— N a E 7 N o o O cn�U 0_ a) U (4 0` y d U N w L— — Z o 7 — C) O LP (a p a) E N L O L co) N aa¢ m o corn cn— 0a H o N y �) y n Sa C CD a1 U. U a7 L L a U a) C M = y y O m O Q C °a U (a m E o a) O QY N O L a T U L_ 'U la y ; tY U of 'C m (n > O N y N m = v) — o 7 Qco 5 0 ID a m o v c �7 m " a 0 tm y C .1 CX Q y C C N CO _ y N O C a_ yO_ O N a asO -0 C O CL CO as a 1O W —a) O _N Q O a a a a m m dt Ly] O O a - ( O W 2 m _a O y`` > N NN (D C ` > 0 0 C O C VN Q m m V) '0 m m J J t (n (n (n w (n U ar a 0 y O ( O V N N O N co t C. z Soil Map —King County Area, Washington ff Map Unit Legend Map Unit Symbol Map Unit Name AgC Alderwood gravelly sandy loam, 8 to 15 percent slopes EwC Everett-Alderwood gravelly sandy loams, 6 to 15 percent slopes Totals for Area of Interest Acres In AOI Percent of AOI 7.7 52.1 % 7.1 47.9% 14.81 100.0% LsDA Natural Resources Web Soil Survey 3/8/2019 Conservation Service National Cooperative Soil Survey Page 3 of 3 Figure 5 Developed Basin Map DEVELOPED BASIN MAP ss — s588'35'G0*E 637.E ' EXISTING COSTCO WHOLESALE BUILDING 1'=60' — PROPOSED TI CENTER EXPANSION AREA OF WORK PER — SEPARATE PROJECT FORT FUEL FACILITY EXPANSION T Op 1 O Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com FIGURE 5 'HRESHOLD DISCHARGE AREA )EVELOPED LAND COVER DATA OTAL TRIBUTARY TARGET AREA TO ,ETENTION SYSTEM: 2.03 ACRES OTAL ON —SITE TARGET IMPERVIOUS URFACE: 1.98 ACRES OTAL TARGET PERVIOUS AREA: 0.05 ACRES OTAL MITIGATED :OMPENSATORY STORAGE AREA: 0.46 ACRES OTAL TARGET IMPERVIOUS BYPASS AREA: 0.40 ACRES P:\06000s\6076\exhibit\2019 Tire Center ADA\Drainage Exhibits\6076 Developed Basin Map.dwg 1/24/2020 11:31 AM MPALMER DETAILS, SECTIONS11AND NOTES pxhLFW — rra:w m m ��rnriEvf,-vrratnr ! �uc� f' r MY 7r: � ' ��pax as ar �s —. _.. _. • � _ ---• -- l� I°• ��12• IrJt . _.. __ .. k i? clts TFKA w NMI ow VAR um 0*w)-ml PM Wura un ■yrie - M 1pnfllF _ � nor. ,aaol rew,re `M OQ 1ECT�7 TO EMTM SD SYMM i� G0U`rH W0/DEfENrfCNVAULT) �[ r CIL t1i *1-1 fM Fal+57s '�f _'!f ♦� fWPir —� . � • *, Era " x%_` B tavFs ve` IoYIJ~ ' tC• ao S pmem!o 4m vw� mm tt 1�Gfj _ s i'�u� �a �,mam _ FLOW RE EPoCTC]R R x�roam �=- -:I:_. • E• - - - - 4- - - :: i • • [• - - - - �# = SUM €}ETENTO�f YAULT � rtaal In! o / ;- - - - - -------- -A.3 _=� ,use :!_COMM tr -•-L= - - --- .r. .7- :f------• .[--- 1[OItllE7PEi] Qk _ _ - - - -E - - - : L :. _ _ F71Ri11P . 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Ga -- +DEM YMIi RAR OF MET F71iR317rt � k�G.7 D EMU I r +AIE ]' JRi7 C4CE �~ *r LWL pyEA _ Q1 rw4 0 3], [Y• wour SF' f13F! a19t�l li M MJA - c prJ�• �F r SCATE•V. iC�i�iSY •.. _—r Yr•17EIfmp4Gir".tJl 1 2 rW WEPOF TXM TI ER D� l� E]iE 4F WLIJ -- - - A �LiF M atf -� ':€::••::•::,sit - _::::::::.:...::::_:__:_:::.:_:_�=::::::: :r: : _ - - - - - •j__• - - -�1 - _. -- _i - .x. ------------------------ ::f [ �� { -•7 Z • •Gl9i E - •E- '! — _ .... -- e-•• i,taf: -- _ : - �K : is ..... - = E " - �= I. - - :1: �. :3: +. - - _ i - IIOEIL 16A#43k L( � IK +r.. P3 G11iklY7l �Ol E WOJDETENTM VAULT OKWM-) f+yT[r k- . Ji. HMM 1 MM. I X., •li+l�i+! wi7ElL Im VMR M � z',, FLOW TRC CTOFt R 3ER NORTH mToN VAULT I it Diu r. i• z•- Ky- :I: S _ tldiE�c fia• aff OP HT6UL- WAY k x n a x F< ' r Yx _ W ga 3s f d o- R U L S GRADING/DRAINAGE .PLAN 5 fit �•� ,1 INNIARAll �:'.a =�`.' '' Lam' �' }��i �_•�a ; �� � -�,i. 1.s r��� � , TT s• cr w• n .o.i � y Q E T r� f Y Tif7i iX4AE Y:2Stl4 Ir, W1';"• al 0 R)C LEQEND ET M. Cf. SWr FLLx W4 -, EfGF91tJ 657�R GI[9 •. . .•... 1.0 pi�IX�a afe� Dues FFQPMM SIGb1 0RM4i.;E w.wwa.r�.� O f0 '•'a SO UZUED 03M VW'4' L _ FROMM sron VJM atm E F.R;s12c 3Taw ChTm a1� SINCWW ,- 7 1:.:,, r -cj4w,7 GRE0 i •i CORCM F PJUZCEh7 NOTES 1. ALL 7EY CHCH WSM EMLL UE vu wnP vn1 orcm won *30irS MR "TER SfRM mlli rj. 'HMR t?x 1 CS 96IQfiAQ-Ca ft CF FFDERW MIkY A *110" RANI AND: DRAINAGE FLAN (SOUTH) ASD NUM AFFWU l T-20 LEGEI fi5 -W. fcb S'df UlNlax ' FneViLD fa DM %R M -&ta FSI Y"4 fill% o ilTF' fik& VA',7 lily; Minn MUMR V.W ..... LS,p' p PARRa GAS - r JU7[ I= SC&E_ FSX#`T Ru- $T4�w UUCQ E =¢ P20FOM MDW G1TGR BW E wxq W1 a h'PFpZT PvELF.H ASM2 1 fiM R£TE PAy191M USl,naN m CANE cda rax3Tru�olt mm ri T.Vfx4i.0m ri lw of %= I1tTwm IN Tpz:1 "WX Al PA v Mal Elf MEs �. �r TVJ{,S avcrrr fal TxE.� ,siK,vR�stas:r. tEnTnre 7. JEF 40" ZFW C01l,&TEORS'>M rE TMUMW RPMRY M LETEWFM YJRU. Vk Mr Gr" EM-<C %Ul K WA-2M 7YnF1 G9W sk+ MWHM ScAt 16 C (]t tAsm wm v� w I v *"I t CUE. 7lAM1 sm 1C_58g BiF 6'5007Qx S9l 5 ' �F' feRLW{. G1Y4�3JLA�. F- N CL i7kiF erjl il[r71 7�% CTbkOE Y41PE 91W i EE iFFldh i G f+F N,t N OE 9 lx S BE EL SB C.LSIFiA it it 6'S?dfNWL B KOLFV M0 Z1 WL +746CT1 EUvr V. W C rf OMW dao E, MI B&4, u.wY si { 48 tF IY S4 O IJM cucm mewt } !. rrm 1 w opcw vATE, sN-u 3, LF--0Su 27 1F le 50 O J- L NEd XCTA L:lt[1Tfl[lTF1fzw W-LL M N]TE } mm ax4l I/M I. cnoi smN 1 4, TYPE 7 R{ mm Ci rl. m-ms 0 a rr SO 0 f.b7E P€ IF 12' SO 8 1.0T 10 7-6 lr 12 :M MlSe 06kW a 6Sf- SEE ;WM 4A; 1. C SD 0 n Ldt FOR WK DVN COIMfA" TO SM6N 0.+L45CE 51' 40 5F rAAIW rr 5>wa+f G — { TC ME SOLD 1` FYD TO FFa of Mt fPOU TIWD. U Wa FORM L4iK +�� 9A psn.lsut taern me '.0 'P.awg- if�?W= E-.ZSF.P 4TM:W d0Mr4r. k&-29 7, EdSL- .� S. G rA P'E WWir DH79gpC4Ln t iCSfY 4F F�lkiL VHftY - .T KTomp -- -- f117Pd _— - F 02 w VL, m f �R6 9, x r-� 5.0 CONVE YANCE SYSTEM ANALYSIS AND DESIGN SM CONVEYANCE SVTFEM ANA LYSIS AND DESIGN The m pipeggOm m2a by calculations pe rfonnd26ug the rationat mc-tlod witli Mdw.�% Equatium and11w, i tBionrtre ofa 25.year design storm, King c nly's rationalmethod Eom me 1990 King 6m■rm washbigtollSul m«WafrDmi2 Man u(il Spy dthismmad §«iH acceptcd by &e,199a King Comity, Washington SitrJace m pei rMaua£1 mm S-c¢e calculationslun axw#R 9 6D7 6-gK UA40h] 2� 6.0 SYECI L RFPOWfS AND STUDIES SPECIAL 1tBPORT'S AND s'ruD Pi* = sc Exhibit L for the soils rep€xrt for this projcet, 10 6016,010 i11kqi 7,0 OTHER PERMITS 7.0 OTHEM PERMITS The permits mquhrd for this Mjcct include commerci<i)l devc1opnwrit, clearing and grading, and building. Tit addition, a Wash.inglon Slate Departinent of Transportation perj& waybe required to discharge furiller runaif into tie, state controlled systow in Enchanted Parkway South, as weii its a D S Permit. It 607&010 VO4alhl 8.0 ESC ANALYSIS AND DESIGN 8.0 ESC ANALYSIS AND DESIGN The proposal measures providing erusi= control for the project will. be silt fences installed along thc dowast "m perimeter, a temparary wastroction entrance} and clearing 11mits specified. 'File site is currently S aded and cleared of afl vogeiat€oar for the most vart. The orosion eontrni measures specified will provide more crosiun comrol mcamrizs over and above, what is already occurring on the site al this # i nee. 6076.0to JJJAgl .b", �--- Ab -' \A ers z.- c 1. o 9.0 BOND QUANTITIES, FACILITY SUMMARIES AND DECLARATION or, COVE, NT ')1') PUBLIC, WORKDEPARTMENT BOND QUANTITIES WORKSHEET F Ar-- 0 1 Site Address:_Vf_G riA Fill in thosettems wNch pef tami to this project arid return to the Public W0iks.Departjyeqt Public Roadway Private On -Site Improvements I rMnyovements Item pfice Unit Quantity Price Ruentity price Clearing & G#W)Ung LS Excavation & Ernbankpmnt 7.00 CY kC. Pavcment MOO SY Cement Concrete CurbCurb& Gutter 9_00 LF IL $ -L.-7r70 r Extruded Asphalt CUrti 4.00 LF I LII-7Q 060 4 Concrete Sidewalk 9,00 LF jC:, �p _h 6- Pipe 7,50 LF 8' Ape 10.00 1 F - $ 00 /4;4, -ro 12" Mpe 15.00 LF ZA7— Pipe 16-00 LF '1pe 20.100 1 F pipe 26.00 LF $ ,)6" Pipe 40,00 LF 48' Pipe 50.00 1 F 60- pipt- 65.OD LF 72ff Pipe 80.00 U $ Curb Inlet MOM EA CR - TYFX- 1 11 150.00 EA CB - Type II - 48' 1400,00 EA CB - Type 11 -- 51" 2100.00 LA CS -Type 11 - 72- 3400.00 FA CB - Type If - 96' 4000.00 EA Detention Pipe WcAr 4W.00 EA F-V 0 RestrictorlSeparator 12" 454.00 EA 2- Re5Wctor/Sepan, tor — 15" 500.00 EA 18' COMO EA Restrickor/Separator 24" 7S0.00 LA Fencing (Around Pond) 10.00 tF A_ Wprap 17.00 CY Rockery, CoMon & Ecology Wall 7.00 51' A_ Cancre(e Re(abing Wall 8.00 SE- $ ExcavaLfoa for Pond 7.00 Cy $ Infilh-ation Trench MOO LF A Row SpmaaderMspmari Trench 20.00 LF. Trash Rack 200.00 EA ffiofiftratkv) Swain 6000.00 EA tal Subtol Fkw4 Quantities 11fEce Schedule & %qopU, x" 2 poR.Q.idll#i W.mksi,eM - rlmgnma: 9t FeTusl r kLfj/ Mu1a AgyiG s@dpipe CDlnte,rm RokdOn ®3 \ /hj� 1; C mtr,clJon I. ntriinf-f., Pipe( /I-, 'maela) � skjl 71 � Om - e_1/ .\C ric- n Name ) FROSrONISEDIMEN1 ATraN CONTROL EAUIII'E* Public Roadway Private On. Sit e Improvements- ImProvements ,/ $ & |& �- -�$ ---. .Ee@|S ) �\ ._Z' � �- $ _ ¥ — - Subiotaf !/k (41, p§ re, NU,,m ear THE FoZzo �I IORmA UovW zz XF Cow[ ETE 8Y »»£ CITY F pERAL WA r PUM JT WORK DF A27mNe PuHi RoadwayImpr men b: |¥at On -Site Imo m ts: Er ¥imp Sediment Son [on|-oI Subtotal $. . CONTTNGENCY(2o° ) TOTAL BOND AMOUNT =mom m@_.6-G-00. 4JUL $ $. $ &en wn./»w1;.— : 4,06 RUNG COUNTY, WASHIN['TON, 5LMFACE WATI?R DESIGN MANUAL s47 ORMWATEW FACILITY SUMMARY SHEET Developnwnt L/-> O�I i c.L] . lam'$ c.{ ,' rDate _. je } - l 01 Location Ale&— ENGI NFER DEVELOPER E Name i3 Name [moo sfc-O Wjr -x e CFirm Adclress-7 ►},., .�. Addressi Ihot e-.. ! 1'f. Phone Develop Site: Acres Number of tot.-, Number of detention facilities on site: Number of infiltration facilities on siw-. _ ponds ponds vanlcs - vaults Wmb tanks Flow control provided in regional Facility (give location) No flow control required Exemption autnbcr Downstream Drain a Basins Irn irMccliate Basin A Basin 11 Bashi C Ilasi n D Number & type of 1,valor quality facilities on situ: biorllration s}vale (regular/wet/ or ntinuous inflow?) combined deteption/WQ poild (WQ Portion basic or large?) combined detentionAvezwault compost filter filter strip flow dispersion farm e3i.�ttemeatlylan lanc&wapc management plim DiUwater separator (baffle, or coalescing plate?) ` — catch basin inserts; Manufacturer pre -settling pond pre -settling structure; I4 Lnufacfx mje flow-splilter catchbasin DESIGN INFORMATION 'S ?Jer Quality dcsi m flaw Water Quality ft W vaiunic or wetpond Vr #998 Surface filer Desigu Mmual sand filter (basic or .large?) sand filter, linear (basio or large?) sand filler vault (basic or large?) storinivater wetland WeEpDad (basic or large?) wetvault MD1VIDUAL BASH KING COUNTY, WAS.tIN, SURFACE WATER DESIGN MAI14UAi.. FLOW CONTROL & WATER { CIA€. M I-rACJLJTy SUMivIAR'Y SHR�T KFTCI, Al] deterttiPT1, in#fltration and water duality fac"itiers must include a skctult per the fallowing CritCria: J. Heading for the d€atyings should be boated at the top of -Me sketch ((up tight -hand corner). The heading sliould contain: • North arraw (point up or to left) D94 _ • 1'18t Haute or slx)rt plat cumber Address (11earr30 • Date drawn (or updated) - T hOMAs Brothers page, grid number 2, Label C 13s and N€95; with the pfan and pralila d=1g1balion, Label dieoctrriroi struclarc in writing or abbrevialc with C.S. Indicate which structures pmvidr, spill contmi. 3. Pipes-- indicate: Pipe. size €ipc longth Flow direcdon Use a single heavy weight line 4. 'Wank;-- use a daiible. heavy weight lime and indicate si7 (diarnctcr) 5. Access roads • 001irre the limits of the road * Fi11 the Outline will' dots if the rmad is gravel. Label in writing if anadler sarface. 6. Other Slandard Syt3 imis: • Ballards 0060 !■■r Rip rap oaoaoo 006000 17e11cc9 --x --x --x --x --x --x-. 11 Ditches >D 7. Labrl trash racks in wrid jig. S. Label sfi strx its will' the actual street sign desiLrnation, if you don't kjiow the actual street name, consult the plat map 9. Include. easeiricnts and lot lines or tract limits whin possible. 10. Arrange all the labLling or .vrilipg to read frarrt left tO right or front hottturrr to top with referenee to a properly oricuted heading. 11, Indicate driveways or fcatures thal may impact access, maintan;rnce or replac:arnient, 1998 5�1 Face M(er Dedgn M Antral �r 91if96 ''f� 10.0 OPERATIONS AND MAINTE NANCE MANUAL 10.0 OPIGRAUONS AND MAINTENANCE MANUA], Since this prujvct is utilizing a combined wet/detention vault, there is sonic MRiMitcnance considerations Ihat must beeonsidured, in addition to the re quirements listed herewith, 1. Accumulated sediment and stagnant conditions may cause nGxious gases to Form and accualulale in [be vault. Vault rMrintenance procedures must €neet OSIiA confined space coiryrequirements,whichincludesclearlymarkingentrancestoconfinedslmceareas, This may be accomplished by hanging a removable sign in the access risers just underneath the access lid, 2. Facilities should be hispoct-cd annually. Floating doiiris and accumulated petroleum products should he removed as needed, but at teas[ nnmially. The, flowing oil slrotdd bu removed from wet vaults used as oillwater separators Nvhen oil accu inn lat ion cxceWs oric hick. t, Sr,-dh rent shoialrl be removed when the one -foot (average) sediment zone is tiril plus 6 itches, Sedim cut Aiculd be tested for toxicants in coatpliauce with current disposal requirements iF land uses i€i the, catch nt include commercial or industrial zones, or if visual or olfactory indications of l)olhidon are notkcd. 4. Witter chained or pumped fr€rrn the vault pior to rt moving accumulatcd scdimcilts May be discharged to storm drains if it is not excessively turbid (i.e., iF3vatcr appurs iransluccnt when held to lighl) and if all floatahle debris and visual petroleum sheens are removed. Excessively lurbid water (ix,, water appuars opa(lue when held to light) should he disc .harged only aftr the settleable solids have been removed. Maintenance requirements for catch basins inscrts are, -is foflows, in Kidd tioii to [lie further described requirements included in this report, L Maintenance needs vary from site-tn-site Based on the type of land use, acliviiy, implementation of source controls and weather condi#ion& t'atcli basi€i Inserts should be maintained at a frequency rmonunended by the rnanuFacturer, but at least nxmthly during the wct season (Qclobur through [April] and every tsvo moullis during tiie remainder of the, year. Note, during tho first %yo scasoll, it is mcoa=ended that inspections be caraaed otit every other week to determine if a shorter riraintenance cycle is nudcd for tha pardet€lar site. 2. ftiinlenance should include full replac7erncM or rcnorval of oil absorbent nmaleriai. fn addition, when maintaining the insert the catch basin sunip should be inspected For sediment accumulation. Sediment should be removed if the dcl)th of the sediment in (lie sump is gr aler (ban 0.5 feet. Inspection and maintenance lags shall be kept on site and made ,Ivailable to City inspectors on an as needed basis. At a minimrnrr, the maintenance logs shall include ilrs: following information: date, type of mdutenance perlbrrned, name of per^sons prfrforn ing the ►vofk, and signatt€re:. Persuns conducting arainteizauce acdvity 5bould wear rubber glovos for licallh and safety protection while haitclling used fiiltcr media. 14 3. The operation and maintenance instructions firm the catch Nis! insert ma nufaciftjrer shalt tm kept ►vilh the maintenance lot;. Manrifaclure is inStructlons should include iltstatlaiioil, winoval (iqc:ludiug safety inmruetiois), cleaning, and roplaccinont: (In -lading a practical means of dcmCrmining when Elie unit is in nee of service), tend media disposal guidance (including decanWig cf hell id wastes). 4a Owners should follo wring the maitaFactarer's instructions for de�vatering filter me din, wideb varies depending on the type oFumt. Generally, catch basin inserts that drain by gravity can heo dewatered in Mace during dry weather. 1f an owner is unable to perform ni011thly maintenance because there has not been sufficient dry weather, the maintenance period May be: extended up to an additional hvn %ve:eks. if, by the earl of the additional two weeks. there has been insrifficiesnt dry mather to Muiv dowaloft, Elie owscr shall rake other arrangemp,nts fordemratcring the, filter jucdia. ,Stich arrangements coal include the use of a commercial service, (Imatorillgtllo insort in a watcrtightcontainer, or other methods that meet ChvirmlllllClital reguIation S. Media should bce d kposed of in accordance with applicable regulations, iacludiI)g the scattic-King C aunty Department of 1'-abiic health Solid Waste Regulations and the Washington State Dangerous Waste Regulations. -u Most Cases, dowatcred filter m0 a mayhe disposed of as solid waste. 15 6076.01 n 1J!lWROIJ APPENDIX A MAINTEI+TANCIr. STANDARDS FOR PK1:YA'1T-1,Y MAINVAIIED MAINACE1rACILMES NO.3 - CLOSED DETE"ON SYSTr=MS (AJPE IT'ANKS) mpo anee 'ComponentonlpG'Componentf�ent l7e#ecf Corttl(iions 1YFl2rt tllalniQresncs €s l�teeda� FIaSu€ts Exlaeeted When 1 M,4in1cD2nCe Is Perforated Storage Area Pltr�yed Air VetT[$ {7ne•hAlf of the Mass secWn 0 a Kent is Uc c€ cd at - Vents fte-e of debris and any p()Ectl rrth dnblis end sedfjnent sedinearrt Cebrts and Sadlment AccunNAated z ec invent depot exceeds f a%. of the tiiamuter of the storage gma for r4. Eeroth of storage AN Sedin t and dabds from va4elt or any ]riot depth ftmeds i P1. int diamater. rernavod slorage area. E=xarpple, 724ch storage tank veould rN.tfEfv clearti„ g when sodm sent teaches d9151h of 7 imhes Far morg than h length of tank. Joints Sehmm TarAdPipe Section Any crack a3lowng rnatedW to be IfanSpartcd Into (Wily Al joint bettva@ct tank lope saetigrys are seated 'Fank Mps [ell Out of Shop$ Any part of talWVjpe is hers¢ out ct Shape store Marl 10%of it's destytt shape Tunklpl!pe repaired or replaced to dusfgn. facthala Cover NOt Fn Me COVW is miss€ng o► only pars€ally In place. Any open Manhote is closer]. rfsan40E9 fet{u,ms ntalr,lensrxo, Lppking EulechaWsm Not MachanTsm camot be opened trl000 rvainlenanre pef.,m }oath proper icx ls. E3olls into frame Nava less mechanrsrn opens witi� proper world" Man v2 inch of thread (may not apply to soll-Eact;er,o tcKAS. lyds.) Cover Di CUR to ReP'rim LadderRpngg UNtac- fistel� f]aslrrs 0110 Wintenareca p> *n cannot retttdve EEd after Cover Cart 6c rerr�ovecl and agpt��ng $4]E; of fill_ ;,)taut is to ke2p corer frorrl rcirts%a138d by ores ma€riter3areca sealing off aoress to ma4irenunco_ perSm, King County Safbbf C;iico anftr raaintcnance person Ladder awels design# standards judges 1h9t ladder!.- unsafo dug IG Missing rung% alipw, tnaintonawe person safe mEsahgf"ent, rust, orcracits. access, See 'GPtClt $aeinsi S1w1 lards Igo, S Sea Melt Basins' Standards NO.5 199g SurfaM NYater Vcsi;gn A4an AI Al'1'ENDIX A MAINTENANCE5'I'ANDARDS FOR PRIVATELY MAINTAINED DRAINA<3EFAClLITiFS NO.4 - CONTROL STRUCTUREIFLOW RE TRI TOR Malntensaee Detect Conditloh When Hlalntenance Is N"ded Results Expected When nrelponant Mai hienance Is Performed General Trash and Dcbds Distance between debris build-up and bottom of All trash and debris removed. {Includes Sediment} orif"tcs plate is less Man 1-112 feet. 31rvotural Damage Structure !s not securely attaetaed to rronhoic watt siructure securely attacw is and outlet pips stnxtwe should suppod at mast well and outlet pipe. 1.000 lbs of up or down pressure, slruclure Is riot in vp1'right posidon (alfovr up to Stnrature in correct poslllan, 1 from Numb). Connections to oY3W prpo are not IvaWight and Canaleauon!s to outlet pipe are Shaw signs of rust, water tight: strumture repalred or replaced and waft as designed. Any hoses --other than designed holes -in tba Sltcture has no hufes other stOXtwe. than designed #cotes. Clearroel Gate Domaged or Missing Cteanout gates is not watetligN ow is missing. Data is walarUghl and works as designed. Gate cannot be moved up and down by one Gate Moves Up and dokm easily maintenance person. and is wateelitjhi. Chain leading to gale ks missIng or tlamarged. twain is in place and wkr. as designed. Gate is rusted over 507. cd its surface area- Gam Is repaired or replaced to meet design standards.. Ct3tice Hale Dams�ed or Missing Control device Is not walking propeely due to date is En place and works as missing, out of place, or (rent ota(ics l9we. designed. 0b4fv0&k ns Any vash. debris, sediment, or vogetat8on Plate is tree of all obsITU060as bNxking the plate. and works as designed. Overflow Pipe C'hslruclions Anylrash or debris bW[ng (or 1javing ft Pipe is free of all obstnnclians potential of bkaddng) tt overilow pfpe, and tvoatcs as designed. taiattllote See'Closed DetanUbn Systems' Standards No. 3 See "Closed Detention Systems' Starxlards No. S Catch wsln See 'Calch Basins" Standards No, 5 Svee'Catth 13oshuh Standards No, 5 911198 1999 Surface Water Reston Manual h-4 I APP)t NDIX A MAIMENANCE SrANI)ARDS FOR ITIYATELY M► IU17AINEDDRAINAGEFAC[LTUES NO.5 - CATCH BASINS Malntorraripe be€eet COhdiUms When hlleilitenanco Is deeded Results Expected When component Maintenance Is perFoirmcd f�+;rrera; 7ra.;h &>?abtts Trash or �ieisds of rnorethan l!z Cubia feat wt3Trh is IVo Trash oX debris toaale[i (Includes & dirapni) Iocsted IrnrnedWeflr in Fran# of the catch basin immedatAy In front of catch Vwir�g or is bkoking eap®dty 4f Me Nnin by basin opening. mora than 10% 7rasir or defJtiS (in 1ha 6asirA} tf*! EY.ceed : 113 tho No trash or deb& in the cawb depth fmnl IhO ljottorn of basin to invert llie 3ovrest basin. piFe into nr Wt of the basin Trash of detrrns in arty Inlet 4r 0UUe! Alpo blss[']sinig Inlet and oWet pipes free *f MX0 than 1/3 of OR height trasb or debris. Dead 002T1 S 4r vegata n #Mt 00UN genarata No dead wftats or vegetation odors ttant Could cause corrvaln% or dalverous present WWiin tha CatCf1 basin. gases (s.g., n�ettk3r4E}. Deposlts of garbage exmeding 1 cubic foal Irr F to con diI[on pl'es$nt wihTch volume woUd allraci Or support iho breeding U Insects or rodents. Strus4uce DaUKW to corncrof fraane extends rMra chart 314 irtoh past Frame is even "Oh curb. Frame andlar Top Slab ourb iacu into Me street {!f appficablej. Trap slab has holes fWgw than 2 square inches or Top stab is free of holes sad cracks Wider Man 114 -inch (Inlent Is to snake suns creeks. all Rmied2l Is mnriin$ into laasln), F'rarne not shrR r3ush *n lap sltib, i.e., smparatlo n Frame is sifl3ng flush on top of More than 314 incfj of the flame iiwm the top slab. siab, QraakS In Basin Walls/ 0racks'witicr than 112 Inch and longer Than 3 4*t, Basin replaced or repaired to sottanl any evi Jmca of sQP pattiCles entering catch base: design standards. through cracks, or rnalnionance person judges that slriMie, is unsound, Sed`rmenV Mlsedignmant Cracks wider than V2 inch amt l"er rhsn i foot No cracks mare Man 114 inc€r at the jofr,t of any inl;nV oulfet Erlpe or any evidence wide at the )cirri of frrfelf0jAet ai sail pattlr4es entering catch fraStn through pipe. cr�ISS. Basin has settled more than 1 Inch or has mlatod mare Ihan 2 Inches out of al9nn-Wol. BEISIn replaced or repaired to d0S39n Standards_ I998 Surface Water Design ibfanual 91] 198 AP APPENDIX A MAIPFIENANCE STANDARUS MR PRrVMrnLY MATNTAiNED DRAINA40E FAC[LnM3 n a IS0.5 - CATCH BASINS (CONTINUED) ED) �ainlenacrce Defect Conditions When Maintonanca Is Needed Results Expected Whoa omponant Matubonanee Is periarmed Fire Hazard Presence of chamkWS such as natural gad oll end No flammable chemicals gasdirie. presenl_ Yevlelatlor) Vegetal;m growing across and bkeking more than No vegelafion blocidng open-ing 10% 0[ The bsin opening_ to basin. Vegetation growing Ie) Ialetloutbt pipe jo$tts that is No veaoialion or root growth mom than six Inches tali and less than six inches prosenl. apart. Potation MO nl[afflin ble Chemicals of FWre !lien 112 cubic toot No poJluS n pFewnt other than par three feet of ♦ asin 1h,gth, suffm"o r9m. Catch Basin Cover Cover Dial �n Place' Cover is missing or only padhAy in place. Any open Catch basin ommrls cWed catch basin naqutres maintenance. LoCkhV Mechadsm Manhanlsm cannot be opened by on rrr ritanance Moolmnism opens wlt) proper Not Working parson MIA proper tov€s. Bolts into frame have less tools, then 112 Irich of thread. 00wr Nfflc Alt to Ono rnainlerorme person cannot ramaw Iid after C6YLV Can ba ramwed by one Remove applying 80 Ibs. or lift; Intent is kip cover [MM maintenarxxn person, sealing off access to mainterts m. Ladder Ladder Flungs Ladder is unsafe due t4 missing Fangs, misalignment. Ladder insets design standards unsa�a rost cracks, at sharp edges. and allows maintenance person sate access. Metal Grates Grato will) opening vAck r than 719 frtcl). Grato opendng Finals deslr n (6f Applicable} standards - Trash ant! Debris Trash and debris that is bloddng more than 20% or Grate free of Ira.h and debris. grale surface. Damaged or G rate IMlsslrtg or bToken memba;(s) of tho grata. Grata is fn place and rasels Missing• design standards, NO. B DEBRIS BARRIERS (E.G., TRASH RACKS) maintenance Dared Condition When Malntennnce is Needed liesults Expected When camponents Mafntanance Jr. Performed. Genaml Trash and Debris '1 Fash or debris eml Is phKg9ing more than 20% at farrier dear to receive capacity the openings in the border. flow. fu atal Dopmigecll Missing Bars are berki out of Shape more than 3 Ina! es, bars in ptam with 11* b"Is Mre E3ars. than W4 Tnch, Bars are mlissing or entire barrier miss#ng, Bars Tn place accord]ng to design. Bars are loose and rust is causing 60% detwioralioi) Repair or Wilace barrier to to any part of barder. design standards. 911198 1998 Surface Water resign Martu 11 4:7 �� G 17 C 55 D 14 � •FS x.J .� C4 i} 0 .+ SJ Al M • 1y vi O. EE •'y • - c 34 Cp s r�ai es O H rk km im c c tn J J j5 f rz }{ 4A Ir U L +-4 Q r w7 C 9 C6 �2 V ki 3 4 6) LA • - tj a � b0 cs � .sC -A tiJ F`-� •-e u y t {j k u �r + 423 Y + C m ) - 'C6 LY, sa ? .ter C� CI. GI* O aG c 1 PI 44 U a . 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Ka(hy Nishiliira, P.E. COSTCO Wholesale 999 Lake Drive Issaquah, WA 98027 Prepared by: K1e1461der Inc. 2405440th Avmuc, NE Suite A101 Bellevue, Washingtoll 98005 Telephone; (425) 562-4200 Facsimile: (425)56 -4 01 12/ 10f99 Copyright 1999 K1dnfi-,lt3er, Inc. All Rights Reserved Thl dotumfM eras prepared for use only by thr client, only for 14e purposes slslcd, and '661hin -a MMVOWe tlmc frgnl Lsuanre. NOrl- comaKrdal, vAuraliLtiCi. I ;md Rlve if;Ec use of [his rtpari by rtgulalurf agencies is regarded as s "fair use" and net a viuladon of rupyrlbht. Rcplalory agendes may make additional wplis a# [hls docmnertt for Inlcruai nil. COX4ed alley also be nealt AV.111 hie to the pubilt is requirm by lix.7he reprfot must acknowledge the copy-tlghc and Indicate that permissioo fe repr#ol bas been rmived. TABLE OF COWENTS 1.0 Introduction ............................. —.............. ~-~--_'........... �-.'-----__-----'---'^___� 10 Planned Cnnxtructimn----...... _.......... .......................... ................. __-_....... _______..� 3,0 Field and Labmatory investigations..... .............................. ....... '-....................................... _—'.1 4J0Snrhace and SwWsxfaco ........ --- ............ .................... ----'-_._..� 10 Euuuee,ing Anat**mamd ......... --- ..................... ............................................. 3 {enemot _______________,___.......... _--- ............. _________....................... _3 SilePaying tmd(;ozdhn«................................... ----_.............. ~'__---..................... --_--_3 Excavarabilky... --........ ............... ................. ---- ......... ---_-'----_-------..................... 4 JenpnmuryErranwfia/ -................... --- .............. ---- ............ --_-'_--'---._..4 swictwral Fill and Cm,1poxwiom.............. ................................. _.......... --- ................... --_.4 Faamdux&ms................................................... -_~-,---~,^-'^_----............ --_--------.--..� Asphalt Corwmwa Pov*n:wnv»Secri,9ADesign and Consf,a*vi6n.—_-----.---........ --........... —J Pon6/d Cement PaxenensJeuwnDestgoand Coms,rmcliOn.--_-.......... ---- ............ -.-----'7 Soil_---_--'-______...... 6.0 Limitations . ?J) Add itioslServices. ----- --............................ ...... ......... --------__-_---_-----_� APPENDICES Appendix A; Figure A-1:Vicinity Map Figure A-2:Site Plan FisunnAr3:]OndugLog B'l FiBum A-4�B ' Lop, B'2 Figure A=5, Boring Log B-3 Figure A-6']0urimg LovB~4 Figure A-7: ftingTog B- Figurc A-8;BoHng Log R-6 Appendix B: Application for Authorization to Use 60-091MomV"n9m176.wvc pamr+^r/ Copyright /999mkinfemdewby- ' /��� 1.0 Introduction This report presents the tesults of lcinfelder's field investigation and analysis perfonned at the subject site to aid in thr, design and construction of a proposed retail gasoline facility at the existing COSTCO Wholesale store in Federal Way, Washington, as indicated on the Vicinity Map, Figure A-1. The Purpose of this study was to develop site -specific ittforrnation and recommendations regarding the. planned retail gasoline, dispensing facility. The work performed for this investigation was, authorizcd by Ids. Kathy Mishihira, RE of COSTCO Wholesale (COSTCO) and was conducted in accordance withf our proposal elated November S, 1999 and oul- Novernber 24, 1999 revised proposal. 2.0 Planned Construction We direassed site development glans with Ms. Nishibira aDd Mr. Chris Ferko of Parghansen Consulting Engineers, Inc. (Barghauscn) and reviewed plans prepared b Barghausen dated 10115/9 . We understand that the parkin,- area crest of the existing CO TICO store and suuth of the existing Olive Garden Restaurant will be utilized to construct a retail gasoline dispensing facility. Figure A-2 presents a proposed silo plan. Planned COWTUNiOTJ For Parcel 1 was not finalized at the time this report was written. However, we. understand this parcel may be used for parking anchor a single-siory light structure. Planned construction for Parcel 2 inclWes a free standing canopy cowering tltaee service islands, a controller enclosure, and three 20,000-gallon underground gasoline storage tanks, We understand that the bottom of the tanks will be approximately 20 feet deep. We further understand that Portland cement concrete pavement is planned within the fueling station area as well as over the underground storage tanks. 3.0 Field and Laboratory Investigations Subsurface sail conditions within the planned tank and fueling station areas were investigated on November 23, 1999 by drilling six borings (designated B-1 through II-b) at the approximate locations indicated on the Site Plan, Figure A-2. Two borings were dfil led to a maxirywin' depth of about 23 fact below ground surface fts in the tank area (B-1 and B-2, Parcel 2). Four additional boring were completed to depths ranging between 7 and 19 feet below ground surface (bgs) in the fueling area (Parcel 2) and northern parcel [Parcel 1) of the site. (See Figure A-2 for parcel locations.) Logs of the subsurface conditions, as encountereci in the borings, were fi4 Odl871WUiltrUl9Ii17G,doc Page torte Copy6,ohx 1999 KCe}nfrMrr.Inc- L KLUNfEl DE9 2405 1401i3 Avenue_ NE. ii?ite AIDE. i3ello+ur. WA98005 I4251562-4:09 (425) 5b2-42QF lax recorded at the time of drilling and are presented on the boring logs, Figures A-3 through A-8. A key to soil symbols and terms is presented on Figure A-9. Drilling was accomplished with a truck-mouftted, hollow -stem, anger drill rig equipped ror soil sampling. l cprescntative soil samples were obtained using a standard split -spoon sampler driven by a 140-pound hammer free -falling through a distance of 30 inches. Sampler driving resistance, expressed as "blows per tbr, last 12 of 18 inches of penetration " is presented on the boring logs at the respective sampling depths. 'The samples were classified by a field geologist, and representa#ive portions, of each sample were packaged and transposed to ovr laboratory for further analysis. 4.0 Surface and Subsurface Conditions The proposed COSSTCO Wholesale Warehouse 961 Gas. Station Addition site is comprised of a northern parcel (Parcel 1) and a southern pareei (Parec€ 2). Parcel 1 will likely be developed for parking andlor a light strtic:tu re. Parcel 2 is the plan ncd location for the proposed retaii gasoline dispensing facility, Thr- parcels are bounded to the north by the Olive f3arden restaurant, to the west by Ifs ` Avcutir~ South, to the south by South 35Z' Street and to Ihe, cast by the cow inuation of the paved parking area for the Fedora] Way COSTCO warehouse. Tht- southwest portion of a gravel and asphaltic concrete -paved parking lot for the Federal Way COS`I'CO store occupies the site. Concrete curbs and planters are located along the narth and east sides of the site. These planters co ntain trees, small shmbs, and bark soil cover. Subsurface conditions at the project site are generally consistent between Parcels l and 2 and consisted of the following soil units, • Asphalft Gravel Paving (Parcel 2) or Sod and Topsoil (Parcel 1) were encountered to approximately 0,5 foot bgs in each of the six barings, * Fill was encountered below the gravel: or sod/topsoil to depths ranging from 6 to 12 bgs feet in all boring except for B-1. The rill consisted of medium dense to very dense, silty sand and silty gravel, with occasional lenses of sandy silt. The fill was probably derived from the underlying native soils at the site. • Alluvium was encountered frvni 12 to 19 feet bgs in Boring B-5 and 8 to 15 feet bgs in Boring, B-6. The alluvium consisted of r> cdjum dense silty sand with gravel and traces of or;anic& A relict topsoil layer, consisting of $011 silt, was identified in Boring B-5 above the alluvium from 12 to 14 feet legs. 'fill Was encountered beneath the fill to Borings B-I through. B-4. The till consists of very dense gravelly silty sand with occasional cobbles and W-M 87XWI "19R i 76.doc CDpYn$fit 1999 Kleinfelder, I= KiElN FUDER 240S I.10th Avenue, fill:, Suite. AT01, Beflevue, WA 94005 9&7. j2[)U f,IZsi 56Z• I;U3 lax Fagc 2 of W 1 boulders, Till likely exists beneath the alluviurn in 13orings 13-5 and B-6, although we did not eo]ifarrn this dudng our exploration progiani. €',roundwater was encountered in Boring 9-2 at tG feet bgs (seepage only) and 20 feet bgs in B-5, and. B-C at 12 feet. Elowever, it should be noted that groundwater levels will likely rise al ve the current elevation € wring periods of increased precipitation mrri]' on in late winter and spring. The boring logs presented on Figures A-3 through A-8 should be referred to for more detailed information regarding the soil and groundwater conditions encountered. 5.0 Engineering Analysis aml Retornmerldations General Based on the results of our field and laboratory investigations and previous knowledge of the site, it is our opinion that the site is suitable for the proposed construction provided that time recommendations prestented in this report arc complied with. In general, simc-lt]fe foundations may be supported by con ventianaI con tinkioun. or spread -type footings cslablished on, the existing scarified and compacted medium dense to very dt-n.w fill or Native soils or approved structural fill. Furlherrnore, all Portland cement or Asphaltic concrete pavernents maybe supported on the - existing medit]in dense to very dense fill or nature soils or structural fill. Specific mcommenda#ions regarding site grading, stFuct-oral fill; placemt-nt, excavatability amp ternporary dupes, foundation and pavemmit design are presented below. Site Paving are d Grading Within ;'bens to receive improwinents, tiic existing asphaltic gravel or sod and topsoil should be removed to expose the underlying soils. Additional excavation should be performed to remove line -grained sails (referred to as ML, in Boring B-I) and loose fill soils. The excavateA asphaltic gravel }paving, granular fill and native granular soils may be stockpiler) and reused as structura€ fill pmyided that the asphaltic gravel paving is thorpughly mixed with the granular fill material. Alternately, tho asphaltic gravel paving can be discarded and the excavated granular fill ears be stockpiled for future use, Within the corm#roller enclosure, fueling staiion areas and all areas to receive pavements, the - exposed soils should be scarified to a rrMrnum depth of g inches. The scarified sails should tiled be brought to within plus or minus 2 percent of clear optimum moisture content and compacted to a minimumof 90 percent of the maximum dry density as determined by ASTM- j D 1557. l 60-00187X001"19ltl76-doe a e3c 1]1 Copyrior 1999 K16aftmcr, tar- K L E f N F E L DER MOS 14{Ah Avenue, NF.,-;uile. A] GI, Bellevue, WA 98005 (425) 562.1200 W5) 567--1201 fax Kreavatabillty Based on dw, borings performed in the planned tak area, we anticipate that excavations to the required depth can be achieved with conventional excavating equipment. Excavation hl dense till may require special cquipmrmt such as a Caterpi IIar D9 with a single ripper tooth. The contractor should be prepared for excavation of soils containing cobbles and boulders. It should be noleci that groundwater was encountered at depths ranging from 16 to 20 feet during our field investigation, and may be encountered at shallower depths depending on the time of year that construction begins, Temporary dewatering may be required in order to install the undMround tanks. The con Iractar should become sadslied that the condiUons. to be encountered and the type otequiprnent and dcwatering rnet hods = best suited .For these conditions. Given the gran:ndwntcr cop(liIions preselit and the plats to instaII below -grade tanks, appropriatc design consideration should be givers to resisting potential buoyant forces acting on the tanks when the tanks are an]y partially full or empty_ Temporary porary Excavation Stability The contractor will be responsible for assuriag safe Working Conditions within exc{ivatiOns. Cut or fill stele slopes shall not exceed 2€T, IV, unless otherwise indicated oR the drawings and approved by the local building authority. Shoring should be constructed in accordance with WISHA reclt�ircmcrtts, Structural Fill and Compaction All fill placed with the project should be structural fill. Stnictum, l fill may consist of Preriously excavated granular fill sails including asphalt if property pulverized and mixed as discussed previously, or granu(2r soils meeting the rollowing gradalfon criteria* 'Slcwe Size Percent Passing 4-inch 100 (No rocks or lumps greater than 5 inches) -94 mesh 50 max ##200 mesh 5-10 PRI87X4011SEN Sit 17d. doe Capyciol 1999 JGdUfCJdcr,Inc. KL F; N F E L DER 2405 1-JOJJ1elvenuc, NE, Suite Al01, BeRevae, WA 98905 [425j 562-421)() (425) 562-4201 lax 113gc 4 of 10 All fill material shall be subject to approval of the gcotechnical ongincer. Structural fill should be placed in maximum 8-inch loose lifts and compacted to a rrdnirr7nm of 95 percent of the maximurn dry density as deterrnined by ASTM-D 1551. Tht moisture content should be rear optimum at the time of compaction. UST and product line backfill shall conform to manufacturers spceifications. Foundations The controller enclosure and canopy foundations may be supported directly on scar#fed and compacted granular fill or native soils or structural fill. The footings should be established a rninimurn of 24 inches below the lowest adjacent filial grade for frost protection and confinement. Footings may be proportioned for a maximum net allowable bearing pressure of 3000 pounds per square foot (psf). A or1- third increase may be: used ror transicnt wind or seismic - loads. Uphft loads on the car. opy;nay be resisted by th£ weiglxt of the footing and overlying soil or by skill friction devclopt-d along deep foundaIions such as drilled pints. If they client wishes to consider pier foundalions, Yleinfelder can provide specific recrsmmendadons regarding the dcsigrt anal Construction of these foundations, upon request. TiDtal settlement of footings forarlded on competent wails should ba: on the order of orie inch or less with djfferetltial settlements of Yz inch or less. In order to limit potential settlement, the footing excavations should be observed to verily that cornpeWnt soils are exposed and that the excavations are fine of loose or disturbed soils. The friction acting along the base of footings founded on granular fill soils or structural fill may be comptacd rising a coefficient of friction of 0.30 with the nonnal dead load. An allowable passive lateral earth pressure may € e computed by using an equivalent lateral fluid prmore of 300 pounds per cubic font cf) for the side of footings poured against natural soils or properly placed and compacted backfill. The values given above may be increased by one-third for transient wind or seismic [cads. Asphalt Concrete Parement Section Design and Conslrrretion Our pravemcnt design re onmiendations wcre developed using #lie American Association of State and Ifthway Transportation Officials (AASFTFO) method for flexible pavement design. Our F"Yerncat design pertains. to areas outside of the. canopy ama, but within the gasoline dispensing �i facility boundaries. Guar recornmended design pavement section assurnes that the subgrade soil is 60-ODISIXOO[AP19RI76.dac P�gc 5�l 10 CopyrigN 1999 K cinfttdef, Int_ j K L U N f i L U F R 2105 14041AVE i)ir , NE, StAtr A101, Betlevite, WA 96005 (415) 5b7-42M 1425) 562.42101 tare a f mi and unyiel ing following praafrolling ancVor has beear compacted to at lust 95 percent of the mil's maximum dry density, as &termined by ASTM D1567 (modified Proctor). Our pavement section calculations are based on the following: • Annual maintenance such as seating cracks in (be, pavernea Design pavement life of 20 years. IF Maximkim anticipated traffic loading vales of 500 automobiles, S light trucks, 3 medium weight trricks, and 3 heavy trucks per day. • Adquate drainage of surface and irdgation water to catch basins, Heavy construction traffic on asphalt pavements may exceed the design loads and coxtld potentially damage or sheite2i the life of the pavements. Therefore, we recornmend the contractor take appmpiiate measures to protect the pavement during eonstructiiDn. The design pavement swions should consist of a layer of crushed rock base (CRB) material placed on firm existing fill (or stniciftiral fill) and overlain by an Asphalt Concrete Pavement (AC P). The design pavement section should consist of one of tlae following: } Mininium CRB Mnimum ACP Parking anti Ijghdy Travcted areas 6 HeavyTraffic Areas b 4 Prior to placermnt of pavement material, the subgrade should be evaluated by psoofrolling. Yielding os unsuitable subgmde sons should be overexcavated and repaired as recommended in the Site Grading section of this report. The aggregate and asphaltic materials that should be placed and compacted in the parking and traffic areas of the site to the lines and grades shown on the plans are as follows: rusbcd Rock Base should consist of clean, free draining gravel or crushed a;os:k meeting the requirements of Section 9-03.9(3) Crushed Surfacing, Base Course in the 1996 Edition of the State of Washiagton Standard Specs calians ,for ,Road, Midge, and Municipal Consmiction (refen-ed here after as the Standard Specifications). * Asphalt Concrete Pavement should consist of one- or more courses of plant-nvxed asphalt concrete composed of asphalt and aggregate, with or without nrineaal filler, mixed in proportions to provide a homogeneous, Stable and workable- a Axture. It should meet the ,;equiraments of Section 9- 03.9 Aggregates for Asphalt Concrete, for Class B materials, in the Standard Specification& 60-00137X00VG029K1?Ckdoc Pi�p6OF W CcTydght 1999 Meinfekftr, lot- Kt E M is E t i I E K 2405 H(Ah Avenue, NE, Spite. Al01, Bellevue, A 98005 1-125) 562.4200 1425) 552-4201 (ax Paving Asphalt should consist of AR4€100OW grade asphalt rnecting the requirements of Section 9-02.1(4) Paving Asphalt in the Standard S�eci€icatiQrls, • After satisfactory installation and compaction of wility trench backfills in areas to be paved, sobgrade soils should be moisture conditioned and compacted to at least 95 percent of the maximum dry density so as to provide a firm, smooth, unyielding surface. After compaction, the subgrldc should be kept moist to prevent it from drying out and cracking before placement of the C:R13. After satisfactory completion of subgradc preparation, the CRD should be placed in a manner to preve€1t segregation and compacted to at Imo 95 percent of tha maximum dry density with vibratory compaction equiprment to provide tight interlock between aggregate particles. After placement and compaction of the CRf3, the cGnlractor should be nnponsible for the preparation of the exposed base layer surface., the placement anct the compaction of an ACP course, of courses, to the lines and grades shown on the plains and described in the specificatiola5. The ACP, its placement, and compaction should meet the requirements of Section 5-04, Asphalt Conerew Pavement of the. Standard Specifications, Portland Cement Pavement Section Design and C'onstraction Support for the Portland cement concrete (FCC) pavement may be provided by properly prepared granular fill soils or structural fill. Prior to placing pavement or base course materials, all trrtsuitable soils should have been excavated and [tic exposed sails prepared as recommended in the Site Grading section of this rcpart. Recommendations for pavement- st ctural sections are based upon assumed traffic loads, classification and strength characteristics of the subgrade soils and the site grading reconunendgii ions contained in this report. Given this information, we recommend the following minimum pavement sections: Locaflon Tank Slab Pinup Island Slag 1 woo187 XOD 116019R r 76,doe Copyright 1999 Klekfelder, titr. Material Portland Cement Concrete Pavement Aggregate Base Course Portland Cement Concrete Pavement Aggregate Base Course Thlrknms (in) 7.0 6.0 6,0 6.0 Fagr ? 4f 14 KI EINFELDER 2405 1401hAvenue. NE. Suite A101,0elfevue,VVA98005 f•175)5G2•47(K) (4 5)SG7-4201 fax These pavement sections are applicabie for pavements with aggregate interlock joints and edge support. The concrete should possess a mdnimurn modulus of rupture of 650 pounds per square inch (psi) and (lie mix should be designed in accordance with the American Concrete Institute (ACID manual, Reinforcement design should be performed by the Structural eni-ineer. Longitudinal and transverse joint spacing shoaW not exceed 12 Feet and 15 feet, respectively. ,loiat details should conform to Portland Cernent Association (PCA) grlidelin". Expansion joints in concrete slabs should be scaled with petroleum resistant sealant to prevent minor releases from impacting subsurface soil. Prior to aggregate base placement, the paverent area subgrade should be prepared as recornmeoded previously. Crushed Rock Base shukild consist of clean, free draining, gravcl or crushed rock meeting the requirements of Section-019(3) Crushed Surfacing, Base CoiLimc in the 1996 Edition of the State of Washington Standard Specifl.catians for Road, Bridge, and I ullicipaI Cons trruclion (refined hcre after as Ihu Standard Specifications). The base rrraterial should be placed in uniferm loose lifts, brought to dear optimum moisture content and compacted to a zninirr UM OF 95 pereenI of the maximum dry density as determiner! by ASTM-D1557. Care should be taken to achieve uniform compaction across the pavement area. Compaction levels Should not vary by more than 5 percent between the highest And lowest acceptable readings. It is impaorlant that construction ubservation and testing be performed to vent' that these recommendations are complied with. It is important that pavement grades bc set to provide positive drainage to suitable drainage structures. A desirable slope for drainage in paved areas is two per+cent. Soil Corrosion Soils on this sate are not expected to contain salts in suMcient concentr-ation to be considered corrosive to metal or concrete. However, as a precautionary measure, we recommend that all concrete in contact with the onsire soils contain Type H cement and be placed is accordance with ACT procedures. 6.0 Limitations i - The recommendations contained in this repot[ are used on our field explorations and ouiF understanding of the proposed construction, The subsurface data used in the preparation of this 0-M MOOM019K 176.6or Pogo 8 of 10 CDp)7igN r999 iCkjaradet, lap / i if ! P N F E t 0 E rt 2,105 110th Avenue, Nf, Suizv A101, 8dl vise, WA ISMS 1475D 562-4200 WS) 562-4201 fax rreport was obtained from the four borings performed for this investigation. It is possible that variations in the soli and groundwater condi'tioni could exist between the paints explored, The nature and extent of variations may not be evide€it until construction occurs. If QT1y conditions are encountered at this site, which are, €liffercnt fronn those -described in this report, our firm should be immediately notified so that we may make any necessary revisions to recari mend ations contained in this report. In addition, if the scopa or location of the planned construction changes from that described in Ihis report, our FJrm shoo]d also be notified. This report was prepared in accordance with the generally accepted standard of practice at the time the report was written. No warranty, express or implied, is Made. it is #fie Client's responsibility to see that all pasties to the project including the designer, contractor, subcontractors, ete, are made awarc of this report in its entirety. "Fhe use of inforrnatiQn ♦Yontaincci am this repoi# far bidding prim, osies should be done „t the C:�ntr,{ctoi-'s option and risk. 7.0 Additional Services y The recoim-nendations made in this report are based on the assumptiOn that an adequata prognun of tests and observations will be made during construction to verify compliance with tltcse reconunctidatiops. Thcsc tests and observations should include, but not necessarily be limited to, the following: • Observations and testing during site preparation, earthwork and structural fill placement. • Observations of footing excavations, Consultation as may be required during construction. We also recommend that project plans and spccifications be reviewed by us to verify compatibility with our conclusions and recommendadem. Additional information conceming the scope and cost of these services can be obtained from our office. 60-COIVXo41115019-RMw Pop 9orto Luffdght 1999x3CiarCWCF, IRC, XL Ei %I F. E U E R 2-105 140t} Avvrnjf, -. wilk A;01, i V11q-'VL - WA'Nilhl'i -425F i U-P 5{r,342411, r.tti 8,4 Closure We, appreciate the opportunity to be of service oi� this project. Should you have any questions regarding this report or wish to discuss additional services, please do not hesitate to contact the undersigncd at (4 5) -4200, or Joel Carson, Kleinfelder's Client Service Manager to C STCO Wholesale at (208) 376-9700. Sincerely, IKLFINFELDER, INC. Susan G. Hanison, PE. Project Engineer lames l+,+t. Schmidt, RE, Manager Oeotcchnical Engineering cc. Joel Carson; Kleinfelder, Boise, Idaho Chris lrrerko; Barghausen WON 87X## N1019R 176,doc Copyright 3999 Kkimfe?der, Int- M, S EXPME-S WI/�na1 Page 310 of 10 K t f I l k f � 1. I a E R 2405 1401h Amw , NE, Suite Al U1, Bellevue, WA 96005 1425) 562-4200 14,5) :Fbz-•wm fa-c 4 APPLICATION FOR AUTHORIZATION TO USE 1 REPORT OF GEMECHNICAL 11" 4 1G TIOI CO TCO GASOLINE RVAIL FACILITY 351001ri1ICHAWED PAItKWA Y SOUTH V lE DERAL WAY, WA HII~F 'ION RI.F , � LDl1R PROJECT 11TLlABER 60-0018-7X.001 DA!r D December 9,1999 TO: Kleinfel€ler, hie. 2405 140'' Aycnuc, NU, Suite A101 13ellevue, Washington 98005 FROM: l Applicant_hereby applies for permission to: (State h= the um(s) cmarinpIxed] COT the purposes) of- Ptate $ere why you wish to do whQ1 is wnLcmpiatcd as set rottb above j Applicant understands and agrees that Klejnfelder, Tnc. is the copyright owner of the above identified report and (bat unauthorized use or copying of the above identified report is strictly prohibited without the express written permission of Kloinfelder, Inc. and Kleinfrldees client. Applicant undesst:mds that Meinfelder, Inc. and/or Kleinklder's client, may withhold such pennission at its solo discretion, or grAnt such pmnissiian upon such terms and cvuclilions as it decins acceptable. Dated: Applicant by 60-00187X001 19R17G.&c (;omigbs 1999 K}[infe[akr, Jac. Nge I of t IV lk •-� •• -' Y. iC•w �'' pia •[•! 1- _ r f jr '� � �t S�; • �_ C r �_1 ' � I f � k' rT ri _, �`+�r�: •' .site F ti`ti'3r��Lafit r C k I • U r• t� �• -, � is ; -, may, • , C€; •�� it ' ~•. ,: !r tiC._1 ' i 1',f• Ur 1 r�, L ��. :tom ,_•�� - �: � � i-' •:_- �' � gm F• �1.+ j�•�� - S+! `�s Y = ice.✓ i!s `�•�v.l''�t �;.' �� • +'• j , I E3.•�!!E, S f t` L 4 t 1 f,,+ '�: •.l` le I - 0 2000 Scale in feet Reference) USGS TS' topographic quadrangle, Poverty Eny, Wash,. 1981 r< , COSTCQ 9azallrse Mull FacUlty wv.-Ohouxe No. 61 351DO EnahopfH Pcrlcway South 41 "oral Way, WonbinUjon XLEMMuER pmr.A. rls_nntse_7t not 4. lan lee CT{ffrHH+�, ffH cOsrtC11 BUILDING oo 19-9-1lQuinfelder bwbV number and Approxhnty [orii-tion Scale in feet Refer encei llueraR Sete Mm.Locatim NcN 6E, by Rarghausen ConsLAting Enalneers, Inc„ doted 10/15195 1 b%,DRAW1MZA60D9197 nG2,DWG C05?C4 C'mip"ne um fi. Fesclil y T� 1 'Wanhausa No. 61 aSICO EnchanJed Pari�way South fsdemn Way, Woshinglan :�iH€FX.DER PraJec1:6�—oni�Tx.floi ftj�oJa� TESTING .PRO G RAM w , � WELIMIEZO �4N57ER1lC1TGN - - � �• � V � S is DATE PI ML,1 D: 1 r-23-99 LOGGED BY: WSL R" 1 IVED ]3Y; S(;It f MVY V wfi � F 1 I I I 1 r r 1 I I � � I I 7 I I + r + f � � 7 � e r � e r I 2I•l v F I 5416" 1 1 I r 1 1 � 1 1 r 1 ! 1 1 r h ! r r x r 1 i I 7 > 1 > = e 40 1 1 e is 1 1 r r s I I I I 1 ! 1 1 i T 1 � 1 � f ` I 20 ? i c 17 3 e � , f I I i ! 1 � 1 1 1 ! 1 1 ! I I I I I r I I + 1 I + 7 _ r 7 1 r e I 1 I I I I I 1 I 1 1 ! 1 ! 13 1 1 e f"'. 1 1 I r , I ! r ! I t i f 7 + 1 1 1 r ! k t 1 ! I ! ! I � i 1 � 1 1 , 1 1 7 h i 7 l I 1 i 1 1 I 1 1 1 1 ! 1 ! [ 37 f � 7 e r r r r I I 1 ! ! 7 1 SURFACE ELEVATION (feet): TOTAL DEF T1I (fart): 23.0 DIAMETER OF HOMING (iu): 4 IM k1qKLEINF ELDER 1r-F.GTEC11tdiCALAND EINVIR4JNMENTA1.F,NG1NEERS SOMS AND MATERIALS*fESTlrqr. U.S.C.S. SOII, DESCRIPTION paving cF ° �'" f ae gravel paving. Ili. Light gray -brown, sindy SILT wi (very 5#Iff. moist),TILL _- Gray silty, fWa to mt-dium ME gravel, (vcry dense, Moist}, TILL S?rf - slight increase in pcmentage org7wvel - grades to dense Li ,t-gray, #fire ie Mcdiurn hNtI ivit i sili, (Very fIt-ASC, fil6lSt)r i 1LG .- Light -grey, silty, fine to medium SANS Ski wilh gravel, (very dense, moist), TILL GM Light -gray siit3r, one GtA1� L with sad,— (YoTy dense, mofsl), TfL D1R11,L1NG.N1FJFf1pD: USA Auger MULLER, 110 t Drilifug CASTIWG SIZE: COSTCO Gasoline Detail Raeilify Federal Way, Washington J 30RI T LOC. I3-1 FIG URF, A -3a MCC 1 of-2 TE3'EING PR€?GRAM LAltflaitXfORY FIFILD WEL: PI'VZO q SOIL. E CRIk' ION ,> * NMUCTIO'i��yI cf ino z Fir i�Y W i 3-4 - .--� 2L grades to coarse gravel c e e ] ] s � ► 1 f 1 ! 1 I r 1 1 } 1 I S ! I 1 f Sow a € onng cvmpleled at 23 rcct on 11123199, Gro,,ndmter not observed during drilling, 'SAMPLER ] CAI.(3•r(ii?j TYPE t`] Sp3IC00n Sp1l. 1tSp000 Sri- tY1OD) � Shelby rn Grab � Split'spaart Tribe Ala Recovery �wl�ncrs) l�j "iIAAMfF.RWEIGHT 300#1xs f (30 Drop) 300jbs (30 Drop) 140Ihs 30 Drop) OSTCO Gasoline Retail Faeflii FIGURE Federal Way, Washiflgton i�,iflFf�FF'EX,DEI� A -3 b CF.OTECHNI{:AL AND EN1'II;(NAIElYTAT, ENCINEE!{*,.r' SO]LS AND MATE.RMIA TESTING BORTNG LOC. FRQ-W 'T 3dE NHMt. 60-00137x-00I B-1 PAGE 2 or 2 115-t 1NGPROGRAM U.S.C,S. LABORATORY Fri U f �+r(��►i ��++�yFF DESCRIPTION K74J1 s.f �'1J4.1r,[14JE! )NSI'RUMOI+t FFc v�i 0 � `ne> H i q O d � { � fn +� 3.4 — ----SUi{FAf E: Gravy# ps3vms nay, Q 3" gravel paving F i -: Gray silly fine tQ rxtvditl SAND 1Yi£)! g"ravet, (dmsc, moisl), FILE. r Y i I {/}< r I 1 i 1 Q f I I S s 20 L- grades to verb" detise_ 3a Y N, r to dcnse;vfth gray6rDwn mottling G � s ► 1 7 I r r 7 34 35 t� � ��3So adcs to very , C i 3a :trap s#i#y f'N1e to inedium SAND with j* { - i SIFT == gravel, (very dellse, moist),]FILL � r � r 3 1 1 I z r r r 1 1 t ;..• E 1 S I r u r I [ 1 1 8-4 - g,Cades to light gray6bre q 1 iffi MCMdOM i Cieikn Mid IMSUS <IN IhiCk c.-. fF k t r F V 2— groundwater S psgc -at 16 fcct grades to rt -_ r s e + WCt .. U L- t S-3 - b1:ODiFicS 9M)", M1St at 1$ feet 1 r r ! 1 50l5" f r I r 1 I i ZID DAU MULLED.- 11-23-99 SURFACE ELEVATION (feee): DIULLING MFTH()11: If SA Auger LOGGED BY, WSL TOTAL DEMI (fec Q,, 23_0 MILLER: Belt DrMing � A "WED BY: SCiI T)JAM MH OF BOJUNG (Jn): d Ud CA8EKCy 5TZF„ KLFUN iELDER CE'a- CSri+trCAF.ANDE11WRC3ht&lF,NTAI.ENGINEERS SOMS AND M ATEIUALS TF,ST NG PROJECT N UNTBF Rt- afi aay 1 s7'.rtn, COSTCO Gasoline Retail Fadllty Federal '1 ay, Washington BORING LOG 'R-2 IGTJ l -4a yi PAGE 1 of.2 TESTING PROCRAM U.S-C.S. FMA) '`2 WlsLL TIEZO jsT �? � � H A, # b r ;o w '-' SOIL )DESCRIPTION PQ ir7 , p q w z yr _ 124 I , M gravel ulcreascs at 24 filet, brown, wet 1 r s i 1 e 1 f 1 1 1 1 ! i 7 1 1 1 i i 1 3 i 1 1 F 1 I 1 ��� .�•�} *'HYPE L�R � SplEigva�� � Split Spoon (vrl liners] *"11ANJi% KR �VE;GH'i 30D=Iris300 lbs _. 1"k KLElNMbER SOILS AND MATERIALS TESTiNG. Boring compItled at 23 Feel on I II23196 Groundwater seepage encrnintert d at I(i fea Groxindivater lab€c encountered at 20 Fcet duriTig drilling. Spii Spoon T•utbeyrla lseovrr 349 Ibs [30 Drop) € S TCO Gasoline Retail Facility FIGURE Federal Way, Washington -fib BORING LOG 13_ PAGE Z of 2 ie / tr-/ JAPOIG&TORY FIELD 1VELLIFIE'LO .-7 , DESCRIPTION �, rj V] 4:0 a d Ey FACE: Flat gravel surlop ,� z + a. , 4 1 , ; V gravel. paying Mgbt graybrown, silty fine to 1tledtunl SAND wt11i gravel, (lower, m9ist), FILL 1 s e SDI r + > > > > IS-1 - Light gray, si 11y fine to medium SAMk7 SAI w1th gravel, Wrise, moist), FILL 1 1 1 r 1 E7 S-2 1 1 1 I I IU 1 ] 7 1 gradce to mCdhim dense V - —Gray sAly ! nso .SJQ19) 1VitE: �,.;:t7r�, }i;.i�Sc, ' 21 moist), ILL 1 ' 29 DATE DI LLLD: H-23-99 MJ G, Gr E D BY: W S L T —PY E D By, SC11 SURFACE KTXYAMN (ferl): TOTAL DJ-e.P•rJf (feet): 9.0 DIAMTER GF ROPING (in): 4 114 r � - GEfY['E{_EINICAL AND gNVZRf3NMENTrLY.EX(;TNgERS SO]" AND MATER[AES TES 79NG PRQJE:f TNUM'HRR- 60-001317Y.Anr 1Jexlag WmFictrd at 9 tcet oil 11123M. Groundwaf8r im enC011111ered i Ming drilling BRIT-T-ING i►TE'l'.HOl): H5A Auger DRILLER. [fall Drilling CASING S1 M COSTCO Gasoline Retail Facility Federal Way, ' a$bingion BORING LOG 13-3 0 cc a, d FIGURE n PAGE IofI ��r�� J T5"WG PROGRAM �.�.C.S. — — LABoRATORY JrgLl) .tea. Y 77�r�/� * � WEL. }}-+ r�, �#yf War j"ti;] r T f� l�SOM DESCRIPTION �. NSTR€1CI €Oi'f s �' d 1 q co _.� SURFAI;13: Gravetpaving fir° graver paving 1 Gray silty flyle to frtedium SAND with ' 7 _ gn1v21, (dense, n3olst), FILL - 1 I 1 I ! I 20 i I r s r I I r F 5 grades to medium dme r 1 1 7 1 1� r J 1 1 1 1 fcct at 2 locations on a. boulder or oil very_ dellse € ciat sill, Gr0%)vdW2tcr rrot cncountered during drilffn& IWYE DRILLM, 11-13-9l 8U FACE F.E.SV,31'i1ON (#set): MULLING NFF.TAOli. RM Anger LOCCEP AY: %VSL TOTAL1iBY11l 6.5 DRILLER: Halt Drilling 4Y., SG'ff DIhh1FTF.R OF B01UNG (in): 41/4 CASING SIZE: 1 CC)STCO Gasoline Retail.Facilify L" KLEINFE, LDER r1'clerai Way, Washington r ors ct SOIL S Aran MATERIALS ESTING Glt�nEa.1�s BORING LOG P140JECT141JA1RM. 60-00187x-001 B-4 - W d FIGURE A b; 1rAG1.1 ar 1 } i �7 �4 LABORATOR MIX c X0 <y \ Q k 0 � ! s 1 ► f I I i f 7 ! ! 1 e ! ! r I 1 T I I ! 1 7 1 ! 1 1 25 20 k i s s 1 i ! r 1 1 f ! r 1 I I • 1 1 ! I I k r e I I - I 1 1 , 6 13 I I I I ! I I J2 ! I 2 I t 1 1 ! i F i 7 I ! 1 ! f r i I 1 I r 1 I 1 ] 1 r ! ! 1 1 1 ! 1 1 I ! 1 1 1 1 1 1 7 1 1 r ! I I 1 I r 1 1 16 21 7 7 I 1 i 1 DATE DRILLF0, 11-23-99 LIDGCFD BY: 1Y53. R` =By: SGH U1 .S SOIL DESCRIPTION w o z Y SURVACE; Lerel grassy srsa in pari3rag la,, — O �U ]"Sod and topsoil Ught gray silty SAND with I rMYei coMes, :. bouldus, (dense, moist), PILL cA � 0 ti S-2 S-3 S-4 5-S Me (;AiWIGMY si ltyiGRAVE� � Fll- sand and cvbWes, dense, moist), FILL, W V �: ,1 Gray lin : sil SAND wlh. accasittirla .. =: gravel, 011tditrrn dense, Moist), FILL 111L 0,4q tlrosvri, sandy Sl1,T with roots and organkc;, (Soft, wet), RE1.1CIrTOFS011- SAI L'sght gray 6ro�v!>, silty fine SA1`!O, iurti sense, wet), ALF,UVIUM 1 1DAng canlpicted at 19 Pcct oti t 1/23/99. Ground%y;ttet eAccuntered -ept 12 Peas during SURFACE EJ.LYA'Y1€]N tree : MULLING iHETHOD, HSA A up TOTAL or:ME (Lett); 19,0 DRTt.r.PR: moll Trilling DIA51EYER OF I#UIT NG (in): 4 114 CASING SiMF { STCO asora e, Retail F Vtt,ty FIGMUR Federal 'S ay, �f►aslririgton �LF,Z�Y�+ I�L��t A f7 GEDT CHNicm-ANDENVIRONMENTAL ENGINEERS BORING B I ! �{� SOILS AND 1%kTYR IALS TESTING 'f'ESTING PROGRAM - LA okxron F1 EE ll WELTJPT$ZO r p � ? o' �4 0 � s • i i � t I 1 ! f k I + Y ! r I F r I I 1 r I i 1 ]d 1 1 ! F ! 1 1 ! I I -- ! 1 ! ] I 12 r r f 1 r 12 I I ! k Y I k r i r I r I I I I i 1 1 i r ! i I i r I r Y I 1 14 I I ? F Y 1 ! F F I map — DATE DIULLED: 11-23-99 LOGGED BY. IVSL GAI sni S-2 S-3 S•4 SUICYACE ELEYATTON (AcQ-, TOTAL REP'1'13 (teen): IS.1 WA METER OF noraNG (in): 4114 GEOTEICHililCAL AND EN IRiv'!ntti' TAL ENGNNFERS SOILS Alf#'} A111. ! EWA LS Tr�S'rJXG SUS DESCRIPTION grassy, NE portion of Light gray silty GItA VEL with sand am cobbles, {mcdium dense, ]Hoist to %vet), FILL - gales to vM dense, aloisl j,Fglli gray 4i1#y, line 10 mediurn $AND will, gavel, (very dense, ,moist}, FILL _ #.ig}]] br vn silly Fine lomedium SAND With gravel, trace organics, {dense, mvist , ALLUVIUM - grades to I ight gray -brown, wet Boring terminated clue to refusal al 15.1 feet on very doodle gliocial till or gravel an t 1123M. Grovindwstcr encounlcrcd at approximalcly €2 fleet during drjtljng. Dti3LLING METHOD: HSA„Auger DINT.; ER: 1 [all DrUlin g CASING SIM, COSTCO Gasohime Retail Facility FIGURE Federal Way. ashiugtoxi BORING LOG P1-6 PAI E 1 of € SOIL CLASSIMCATION CHART ` MBOLS TYPICAL MAJOR DIVISIONS H LETTER DESCRIPTIONS r+ll�$. �VEL! lb'< CI.I<J4N c' SmD IItwWRES,LfF7LE OR fi0GRA L GRAVELS 6PAVELLY {t!MEORNQFKES3P� YSOIL 07 OR NO FIhlENl3 i�iACTtiI�L�s, L#T3LC' $ ES d CaAR Gi Alf L.$ WITH I ` SH.TY QRAVEL3, GRAVEL . SAND GRAINED MM5TAmW% FINES a 4 SJLTMt}CTIJRE3 SOILS OF COARSE FROZMI I RETAINED ON NO. 4 Steve MORE THAN 50% OF MATERIAL IS LARGER TRkNI Na 20D S!EVE SIZE FINE GRAINED SOILS MORE THAN 50% {fF WATERM JS NO.2W SIEVE SC SAN I) AND SANDY SOILS MORE TFfAFJ 50% OF CCVLRSE FRACTJON PASSING ON NO. < SIEVE SILTS AND CLAYS SILTS AND CLAYS +0 CLEAN SANDS OXrTLE OIL NO FINES) - SANDS PATH = FINES OF FINES) LESS THAN!SO LIQUID LIMrT GREATER THAN 5Q GC sw p sm Flyffilzollem"dow ML HI HLY ORGANIC SOILS ''� � PT N OM MAL SY MOLS ARE USED TO INWC.ATE BORDERLINE SOIL C SIFICWn0NS k4%KLEINFELDER CLAYEY CRAWLS, 0PAVEL-SAND CLAY WSTE AES WELL43RADED SANM. (;MVELLY SAN OS. UTTLE og NQ I-fNEB FIG04RLY-GRAMO SJ,NM, GRAVELLY SAHO, LrMiC oK NO FINES SILTY SANDS, sAND _ sit-T CLAYEY SM S, SANFQ - CLAY MDITUFLES INORGA WC SILTS AND VERY FINE SANDS, AOCK FLOIJA SILTY OR CLAY-EY r-INrH SANDS 09 CLAYEY SILTS W FI4 SUCK$ r-%As-nr TT WORGANIG CLAYS OF LOW TO MEC]i M PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY WOROMIC SILTS. MICACEOUS OR OTATCiMCEOUS RNE SMO OR SILTY SOILS WMGMICr CLAYS OF HM PLA"r,r Y ORGANIC CLAYS OF MEDO M TO HIGH PLASTICITY. QRaANIIC S14T3 FEAT, #TOWS, SWA1I1tP SOILS WTM HIGH ORGAWO CONTENTS OIL CLASSIFICATION LEGEND #pro)act# 60-I0mX-09) f FIGURE A-9 EXHIBIT F LEATEL I FLOW CONTROL CALCULATIONS Zl KCRTS Command CREATE a new Time Serlss ------------------------ €'roductlon of Runoff Time Series Project Location : Sea-Tac Computing Series: 6076npre.lsf Regional Scale Factor, 1.00 Data Typa : Reduced Creating Hourly Time Series File Loading Time Series File-C.,NKC_S I)Mk KC_DATA1STTG60R.rrif Till Crass 0.50 acres Loading Time Sorlas Fiko:C:WC. Y DlVl\KC_0AMSTEIGOR_rnf impervlous 0.50 acres Total Area - 1.00 acres Peaks Discharge: U42 CFS at 6-00 on fan $ in Year 0 Storing Tiara Series Flle:6076npre,tsf Time Series Computed KCRTS Command Enter the Analysis TOOLS Module Analysis Fools Command Compute PEAKS and Flow rrequendes Loading Stage/Discharge curve:6076npre.tsf Flow Frequoncy Analysis Time Series File:6076npre.tsf Project i_ocaticrt:Sea-Tac Frequencies & Peaks saved to File:6076npre.pkcs ; Analysis Tools Command RETURN to Previous Menu KCRTS Command CREATE a now Time Sorlos Production of Runoff Tim!q Series Project Location: Saa-Tac Computing Series. 6076ndev.tsf Regional Scale Factor : 1.00 5 Data Type: Deduced Creating Hourly Time Series Fib 12.Y Loading Tirna Series F1ie:C:1K _8WDM\KC__DATAlSTTO6DR.rnf Till Grass D.15 acres Loading Time Series File_-\KC_S4VI= MW _DATA\STEl60R.mf Impervious 0.85 acres Total Area: 1.00 acres Peak D€schar+ge: 0,433 CFS at 6.00 on .Jan 9 in Year 8 Storing Time Series FIle.6076ndev,tsf ; Time Series Computed KCRTS Command Enter tho Analysis TOOLS Module Analysis Tools Command --------------------- Compute PEAKS and now rrequencies LoadIN S1age{Dlscharge curve=6076ndev,tsf Fl ea Froqucncy Analysis Time Series Fiie:6076ndev.tef Project Lacallon.Sea-Tao Frequencies & Peaks saved to FEBe:6076ndev.p s Analysis Tools Cornmnd RETURN to Previous Menu KGRTS Command Enter the Analysis FOOLS Module Analysis Tools Command RETURN tv Previous Menu KCRTS Command Size a RetentbnlDetentlon FACILITY Edit Facility CANCELLED Hotention/Detention Facility Design ? saving RetentionIDeEontlon Facility He:6076€rconvey-rdf 607 6flPre-, TAE, Ylow Frequency Anftlym i H Time Series Filc:6076npre.tat Project L+ocation:Saa-Tae ----irTM O Peak Flow Rate,--- -----Flow Prequency Analysis------- FlOW Raf-e. Rank Ti.we of Peak - - PeakD - - Rank Return Prob {f=FS) (CPS) Period 0.166 5 2109/01. 2:00 0.342 1 100.00 0.990 0.130 8 3105/02 16:00 0.201 2 25.00 0.960 0.201 2 2/27/03 7:00 0.194 3 10.00 0.900 0.13d 7 9/26/04 2:00 0.175 9 5.00 0.800 0.163 6 10/28/04 16:00 0.165 5 3.00 € ,667 0.175 4 1/18f06 16:00 0.163 6 2.00 0,500 0.194 3 10/26/06 0:00 0.134 7 I.M 0,231 0.342 1 1/09108 6:00 0.130 © I.10 0.091 comyputed Peaks 0.295 50.00 D.980 Page 1 r�.•� 607 6xidev. . pka Flow Prequency Analysis Time Saries Vila i6076ndev.tst , Project LocaLiGnlsea-'1'ac ...--Annual Fcak Flaer Ratcs--- Frequency Analysis------- I'low Ratc Rank Time of Peak - - Peak: - - Rank Return Prot (CPS) {CFSk per,3gd 0,219 6 2/09/01 2,00 D,433 1 1 MOO 0,990 011.88 a 1 /05102 16:00 0,312 2 25.00 0.960 0,254 3 12/08/02 1R:00 0,266 3 10.00 0.900 0.23.4 7 8/26104 2:00 Q.256 4 5.00 0.800 0.256 4 10/28/04 16:00 U.234 5 3.DO 0.667 0.234 5 1/18/06 16:00 0.219 6 2.00 0.500 0.312 2 10126106 0:00 0.214 J 1.30 0.231 0.433 1 1/09�/0€3 6:00 0.188 8 1.10 0.091 Computed Peaks 0.393 50,00 0.980 Page 1 1 Rntcntionl1-]et€-ntion Facility 'Type 01 3taciliLy; Dei.eni,ion Vault Facility Length: 100.00 1:t Facility widish: 10.00 1t Kacili.ty Area: 1000. sq, ft F.ttrtr-tivc'- Storage Depth: 1.50 ft Stagn 0 Elevation: 254.50 ft Storage Volume: 1500. cu. ft Riser Head: 1.50 ►:t Riser. Diameter: 12_00 inchcs Number of orifices: 1 Full Head 111 pe Orifice 0 Height Diomater. Discharge Diameter (it) (i.n) (CPS) inl i 0.00 9,27 0,111 Top Wotc-h Wei.r, Roc-tangular Length: 1.00 in weir iiei hL: 1.37 Li: Oui.flow Rating Curve: Kane Stage Elevation Storage ].ischarge Perenlation (ft) (fO tt) (ac--•ft) (c-f .) (cfs) 01 00 2Ei4.1t0 D. O.OQO 0.000 0.00 0.02 254.52 20. 0.000 0.021 0.00 0.05 254.55 50. 0.001 0.030 0.00 0,07 254.57 70. 0.002 0.037 0.00 0.09 254.59 90. D.002 0.043 0,00 0,12, 254,62 120, 0.01 0,048 0.00 0,14 254.64 140. 0.003 0.053 0.00 0.17 254.G7 170. 0.0D4 0.057 0.00 0.19 254.69 190. 0.001 0.061 0.00 0,:Z6 254.'75 260, 0.006 0, 0 2 0.00 0.34 254.94 340. O.ODS 0.091 0.00 0.41 254.91 410. D.009 0.090 0.00 0.49 254.99 490. 0.011 0.098 0.00 0.56 255.06 560, U.013 0. .1 DS D. 00 0,61 255 , 14 640, 0,01i 0.112 0,00 0,'r1. 2L,I;,21 1110, 0.016 0.118 0.00 11'19 7�1-3,29 V90. 0,018 0.124 0.00 0.96 255.3G 8GO, 0.020 0.130 0.00 0.94 255.44 940, 0,022 0.1.35 O . DO 1.01 255.5.1 1010, 0,023 0.141 0,00 1.09 2115,59 1090. 0.025 D.146 0.00 1.16 255.6G 1160. 0,027 0,151 0.40 1.24 255.74 1.7+i0, 0.07F3 0.156 0-00 1.31 2 _`,`i.81 1310. 0.030 0.16D 0.00 1.37 255.87 1370. 0.031 0.164 0.00 1.39 255.89 1390. O.D32 0,165 0.00 1,40 255.90 1400. 0,032 0.167 0,00 1,42 255,92. 1.4n, 0,03:1 0.169 0.00 1.44 235,.94 1440, 0,033 0.171 0.00 1.45 255.95 1450, 0.033 0.174 0.00 1.47 255.97 1470. 0.034 0,176 0.00 I `- 1 . A E4 255 .98 1480. 0.034 0.178 OAO j 1.50 256.00 1500. 0.034 0.180 0100 1.60 256.10 .1.600. 0.037 0.494 0.00 1.70 256.20 1700, 0.039 1.060 0,00 1.80 256.30 1800. 0.041 1.600 0.00 1.90 256.40 1900. 0.044 2.!390 OAO 2.00 256.50 2000. 0.04.E 2A80 0,00 7.10 256.50 2100. 0.048 3.140 0.00 2,20 2�i6,70 2200. 0,051 3.380 0.40 2A0 7.!36,80 2300, 0.053 3,600 0.00 2.40 256.90 2400. 0.055 3.8.10 0,00 2.50 257.00 2500, 0, D5'1 4.010 OAO r 2, 60 257 .1.0 2600. 0. 060 4.200 0,00 2.70 257,20 2,100, 0,U62 4.380 0,00 2.80 257.30 2800, 0,064 4,550 0,00 2.90 257.40 2900. 0.067 4.720 OAO j 3.00 257,50 3000. 0,069 4.880 0.00 3.1.0 257.60 3100. 0.071 5.040 0.00 :i. 257.70 3200. 0.073 5.190 0.00 3.30 257,80 3300. 0.076 5.340 0.00 3.40 257.90 3400, G-078 !3..480 0.00 3.50 258.00 3500. D.fl80 5.620 0.00 Hyd Inflow Outflow 13eak Storage Target C:alc Stage RlcYv (pii-F j (Ace -Ft) 0,43 0.44 1.58 25G.08 1583. 0.036 7. 0,23 0.19 1.50 256.00 1504. 0.035 3 0.31 0,18 0.18 1.50 256.00 1495. 0.034 4 0.26 Wx x 0.IR 1.49 255.99 1492. 0.034 5 0.22 **** * 0.16 1,31 255.81. 1.309. 0.030 6 0.26 0.16 0.1E 1,29 .2,S5 79 1 .87, 010311 7 0.19 0.12 0.71 255,21 'J10. OA16 19 0,21 WR7kNRkM 0.22. 0.69 255.18 678. 0.016 607 6n rdout.. yaks FIQW ierP-Q%IPIIr:y ArialyFSj.13 Time Series Vile:60?6nrdc5ui:.f:r9f Project Location:Sea-Tac •-•--Ar:rsuatl Peak Flow- Rates--- -----i+lnk1 Fr6�.ICJUVn[ry An.,ZyKix Plow Rak-0 Ri—R Time of Peak - - Peaks -- •- Hank Retuxn Prob. (ties) (CFS) (ft} Period 0.160 5 2/09/01 5,00 0,441 LA 1 100.00 0.990 0.118 7 1/05/02 17:00 0,193 1.50 2 25.00 0.960 0.1119 4 2/27/03 9:00 0,179 1.49 3 10.00 0.900 0.115 8 9/26/04 3:00 0,179 1.49 4 5.00 0.800 0.159 6 10/28/04 19:00 0.160 1.31 5 3.00 0-667 0.193 2 1/18106 17:OD 0.159 1.29 6 2.00 0.500 0.1119 3 11/24/06 5 : 00 0,118 0.71. 7 1.30 0.231 0.441 1 1/05/09 7:4a 0.115 0,68 8 1.10 0.091 C¢omputed Peaks 0.358 1,56 50. 00 0,980 Fagg 1 / ) f4 ' KCRTS Command CREATE a now Time Series Production of Runoff Time Series Project Location: Sea-Tac Computing Series: I-5076spre,taf Regional Scale Factor: 1.00 Data Type :1 oduced Creating Hourly Tlme Series File Leading Time Series Fiits.C:1KC_SWDM4KC_DATAISTTGBOFI.rnf ; Trill Grass 0.62 acres Loading Time Series Ffle.C:1KC 8WDMWC_DATAISTEl60R.mf €mper*pus 0.52 acres Total Area: 1.05 acres Peak Discharge: O.350 05S at 6:00 on Jan 9 in Year 8 Storing Time Series Flle.6076spre.tsf Time Series Cornputod KORTS Command Enter the Analysis TOOLS Modulo Analysis Tools Command Compute PEAKS and Flow rreguencies Loading StageMischargo curvo:607ftpre,tsf ; Flow Frequenw Ana•lysls Time Series FIIe:6076spre.tsf Project Locationi Sea-Tac Frecluenoles & Peaks saved to File:6076spre.pks : }analysis Tools Command RETURN to Previous Menu ----------------------- KCRT'S Command CREATE a new Time Si�rios ------------------------ Procluction of Runoff Time Series Project Location. Sea-Tac Computing Sades : 6076srdin.tsf Regionat Scale Factor : 1.00 Data Type. Reduced Creating Hourly Time Series File Loading Time Series Fnie:G:li{C_S DMWC—DATAISTT 60R.rnf Till Grass 0,25 acres Loading Time Series Fila:C,1KCL-SVtilQi WQ--DATANSTE€ R.r€ f Impewbas 0.75 acres Tota€ Area : 1.00 .acres leak Discharge: 0.407 CFS at 6.00 on darn 9 in bear S Storing Time Series EIla:6G76src11n.1sf Time Series Computed KCRTS Command ------------- Enter the Analysis TOOLS Module Analysis Tools Gornmarnd Compute PEAKS and Flow Frequencies Loading Stag Discharge vurve_6076srdin,tsf Flow Frcquer; , Analtiysis ---------------------- Time Serbs File:6G76srdin.tsf Project Locatiorn:Sea-Tau Frequencies & Peaks saved to File:6076srdin.pks f Analysis Tools Command RETURN to Previous Menu KCRTS Command CREATE a new Time Series Production of Runoff Time Series Project Location : Sea-Tac Computing Series: 6076sbypass.lsf ReViornal Scale Factor: 1.00 Dala Type: Reduced Greating Hourly Time Series File Loading Tlrrne Series File: G:IKG_SWDMl9(G_DATXSTE€60R.rnf Impervious 0.05 acres Total Area, 0.05 acres Peak Discharge: 0.024 CI=S al 6:00 on Jan 9 In Year 8 Storing Time Seflos File:6076sbypass.tsf Time Series Computed KCATS Gommand Enter the Analysis TOOLS Modulo 6076spre.pks Flow Frequency Analysis Time Series File:6076spre.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- -----Flour Frequency Analysis------- FlowRate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.3,74 5 7/09/0:1, 2:00 0.359 1 100.00 0.990 0,136 8 1/05/02 16;00 0.211 2 25.00 0.960 0.211 2 2/27/03 7:00 0.20d 3 10.00 0.900 0.140 7 8/26/04 2:00 0.184 4 5.00 0.800 0.1111 6 10/28/04 16:00 0.174 5 3.00 0.667 0.184 4 1/18/06 16:00 0.173. 6 2,00 0,500 0.204 3 10/26/06 0:00 0.140 7 1.30 0,231 0.359 1 1/09/48 6:00 0.136 8 1.10 0.091 Computed Peaks 0.310 50,00 0.980 Page 1 + 6076srdin.pte Flow Frequency Analysis Time Series rile;6096SI«in,te£ Project IpcatiO-n;Sea-Tac ---Anm,al Peak Flow Rates --- Flow Rate Rank Time 0£ Peak (CFS) 0.204 6 2/09/0I 2:00 0.J-72 8 1/05/02 I6:00 0.244 7 2/27/03 7:00 0.191 7 8/26/04 2:00 0.229 4 10/28/04 16;00 0.218 5 1/18/06 16:00 0.279 2 10/26106 0:00 0.407 1 1/09/08 6:00 Computed eeakS } -----Flow Frequency Analysis------- - - Peaks - - Rank Return «rob (CFS) Period 0.407 1 100.00 0.990 0.279 2 25,00 0.960 0.244 l 10.00 0.900 0.229 4 5.00 01800 0.218 5 3.00 0.667 0.204 6 2,00 0.500 0.191. 7 1.30 0.231 0.172 8 1.10' 0.091 0.364 50.00 0.980 Page ± i-� 6076nb A .pkn ) Flow Frequency Analysis Time Series Filc:6076sbypasn.t8£ Project t0cation:Sea-mac ��-2kn2zal peak Flow Rates --- Flow Rate Rank Time of Peak (BPS) 0.012 7 2/09/01 2:00 0.011 2 1/05/02 16:00 0.015 3 12/08/02 18!00 0.012 6 8/26/04 2:00 0.015 4 10128/04 16:00 0,01.3 5 1118/06 16:00 0.018 2 10/26/06 O;OO 0.023 I 1109/08 6;00 Computed peaks Flow Fre#nency Analysis------- - - Peaks - - Rank Return 2rob MFS) Period 0.023 1 100.00 0.990 01018 2 25.00 0.g60 01015 3 10.00 0.900 0.015 4 5.00 0.1800 0.013 5 3.00 0.667 0.012 6 2.00 0.500 0.012 7 1,30 0.231 0.011- S 1.10 01091 0.022 50.00 01980 Page i 1.2 - Retr'Tition/Datenti.on Facility Types of Faci.l.i.tyr Facility Length: Facility WidLII: Facility Area: Effective Storage Depth; Stage 0 Elevation; Storage VOluM: Riser. Hance: Riser Diamntnr. ; Nuaber of orifices: Detention Vault 213'.12 ft. 25.12 ft G31, sq. ft. 1,50 ft 2 °}'} , ,10 ft -946. emu. ft 1.50 ft 12,00 inches 1 n.111 Head N.Po Orifice f Height Diameter Discharge Diameter (Et) (in) (C:FS) (in) 1 0,00 2..25 0.169 'Top Notch jdcir: Nonr Ou L f law Rating Curve. None Laa 1c r, ti n 'taragc Di ,ehargc P: rc :latica (ft) (Et) (cum ft) fac-f ) €cfsi (cfs) O.flO 255.70 0. D.oDO MOO 0.00 0,02 24M�.72 1.3. 0m000 0.021 0.00 0.05 255,75 32. DAN 0.030 0.00 0.07 255.77 44, 0001 0.0=#'f 0,00 0.09 255.79 57. D.0D1 D.042 0.00 0.12 255,82 7G. D.002 0.047 0.00 0.14 255 , A #SJ~3 . 0.002 0.052 0,00 D.16 255,86 101. 0.002 D.0.6 0,00 0.19 255.89 120. 0.003 D.Ofi 0 O.DO 0.26 255,96 164. 0,004 O.071 0.00 0.34 256.04 21.5, 01005 0,080 0.00 0.41 256.11 259. 0.006 0.089 0.00 0,49 256.19 309. 0.007 0.096 0.00 0,56 256.26 353. 0.008 0.103 0.00 0.64 256.34 104, 0.009 0.110 0.00 0.111 2`36,4.1 448, 0.010 01116 0.00 0.79 25G.49 498. 0,011 0,122 0.00 OmB6 256.56 543. M12 0,128 0.00 0194 256.04 593. 0.D14 0.133 0.00 1.01 2S6.711 G=i'1, 0.015 0.1.39 4.00 1.D9 256.79 688, 0,016 0,149 0.00 1.16 256.86 732. 0.017 0.148 0.00 1.24 156.94 782. D.018 0.153 0.00 .31 �,57.D1. 826. 0.019 0.158 0.00 1.39 2°i'1 .09 8'17. 0.020 0. 1.62 0,00 1.4G 257.1E 921. 0,021 0.1.67 O.DO 1.50 257.20 94G. D.022 0.1G9 S}.04 1.60 '�57.30 3.009. 0.023 D.482 0.00 1.110 2'37 .40 10 2. m 0.025 1.050 0.00 1.80 257,50 1136. 0,026 1,780 0100 1.9D 257.GO 119.9. 0.028 2,580 0.00 2A D 257,70 12,62. 0.029 2.870 0.00 2.10 25.7.80 1321}, 0.030 3..130 0,00 7.7,0 7.57. 90 1 :58B. 0,032 31370 0.00 2.30 258.00 1451. 0.033 3.590 0.00 2.40 258.10 1514. 0.035 3.600 0.00 2.50 258.20 1577. 0.036 4.000 0.00 2.60 253.30 1.640. 0,038 4,190 0.00 .70 258.40 1'103. 0.039 4.370 0.00 9,80 258,50 1766. 0.041 4.540 0.00 2,90 258.60 1830. 0.042 4.710 0.00 3.00 258.70 1893. 0.043 4.570 0.00 3.10 258.80 1956. 0.045 5.030 0.00 3.20 258.90 2.019. 0,046 5.180 0.00 3.30 259.00 2082. 0.048 5.320 0.00 3,40 259.10 2145. 0.049 5.470 0100 3.50 259.20 2205. 0.051 5,610 0.00 Hyd In f 1 oar Out f 1 ow Peak i;orage Stage Elev (Cu.-Ft) (Ac-pt) 1 0.41 0.38 1.57 257.27 989, 0.023 2 0.22 0.19 7.,51 557.�1. 952. 0.022 3 0.28 0.3.7 7.,49 257,19 943. 0.022 4 0. .4 0,Vi 1, }0 2137,20 946. 0.022 13 0.23 0.1Ci 1.41 257.11 886. 0.090 i {�r..&u C.1w 1.37 257.07 UA. 0,020 7 0.19 0.7 . 0.7Zi 256,48 494. 0.011 8 0.17 0,12 0.'15 256.46 478. 0.011 Hyd RID Facility Tributary Roservoir POC Outflow Outflow Tnf.low Inflow Target CZ11C J 0.38 0.02 0.40 2 0119 0.41******:w* 0.21 3 0.17 0.02 *******w 0.18 0.18 4 0.17 0.01xxxxxKw wwaxxwsr 0.18 5 ().16 0.0.1 0.17 6 0,16 0.01 *****#** 0.17 0.17 7 0.12 0.01 **** ** ** *x 0.13 8 0.12 0.01, wxwwxxww Awksrzwx 0.12 ----------------------------- Route Tinle llyerie-q Lhrough Facility Inflow Time Series File:6076srdin.tst Outf lots `Time Seri es F1 1 (t : 60'l6srdout POC Time Snrins Fil€;6076sdsout inflow/outflow Analysis Peak Inflow Disuharge: Peak OuCflow Discharge: )leak Roservoir Stage; Peak Roservoir €;lev. Peak Reaefvolr SLorage: 0.407 CFS aL 0.382 CFS at 1.5'? Ft 257.27 Ft 989. CU •pt 0,023 Ar-Ft 6:00 on Jan 9 in Ycar 9 7 100 on Jan 9 in year 8 Add Wilde Series: 6076sbypass. usf Peak Slfruned Discharge: 0.404 CYS at 7:00 on Jan 9 in Year 8 Point, of Compliance Fi1e:6076sdaout.tsf Flow Frequency Analysis Time Snr.in, Ri1c:6076srdout.taf Project bocatian: Smu-Tac ---Annual Peak Flow Raters---- Frequency Analysis ------- R101.1 Rate frank Time of Peak Peaks -- -- Rank Return Prob (CM {cF,9) (f.t) Period 0.161 6 2/09/01 5:00 0.382 1,ii17 1 100,00 0.990 0,120 8 1/05/02 17:00 O A95 1.51 2 25.00 0.960 0.170 3 2/27/03 9:00 0.170 1.5D 3 10.00 0.900 0.121 7 8/26/04 3:00 0.169 1.49 4 5.00 D.8DO 0.153 5 10/28/04 18.D0 0,163 1.+10 5 3.00 0.667 0,195 2 1/18/06 16:DO 0,161 1..3.1 6 2.00 0.500 01169 4 1.0/26/06 3:00 0.121 0.78 7 1.30 0.231 0.382 1 1/09/08 7.00 0.120 0.76 8 1.10 0.091 CompuLed Peaks 0.3 .0 1155 50.00 0.980 Flow Frequency Analyaas Timn Series Fi 1e:6076sdsout. C:s:i Qrojact Locatiou.Sc'a--TaC ---Ailnual Peale Flaw Rates--- ....... .... Flow Frequency Analysis - Flow Rate !tank Time of Peak - - Peaks - - Rank Return Pr. ob (Ck,S ) ( C.Fq ) Period 0.169 6 2/03l01 5:00 O.404 1 IOOrOO 0.990 0.124 8 1/05/02 17.00 0,208 2 25_00 ' 0.960 0.1178 4 2/27.03 8tOO 0.190 3 i0,010 0r9W 0,126 7 f3126/04 3:00 0.178 4 5.00 0.800 D.173 5 10/28/04 18;00 0.173 5 3.00 0.667 0.208 2 1/18/06 15:o0 0.169 6 2,00 0.500 O J1 O 3 11/24/06 4:00 0.126 7 1.30 0.231 0,404 1 1./09/08 7:00 0.124 B 1.10 C A91 Computed Peak, 0.338 50.00 0.980 6076-9rdon(- ,pkv. 0 17 Flow Frequency Analysis Time Series File;6076sr,dout.tsf Project Location:Sea--Taa ---Annual Peak Flow Rate8--- Flow Rate stank Time of Peak (CFS) 0.161 6 2/09/01 5:00 0.120 8 1/ 05/02 17 : 00 0. 1,70 3 2/2'1/03 9:00 0,121 7 8/26/04 3.00 0.163 5 10/28/04 2.8, 00 0.1.95 2 1/18/06 16:00 0.169 4 10/26/06 3:00 0.382 1 1/09/08 7:00 Computed Peaks Frequency Analysis---„-- - Peaks - ., Rank R-raturn Prob (CE's) (ft) Period 0.382 1.57 1 100.00 0.990 0.195 1.51 2 25.00 0.960 0.170 1.50 3 10.00 0.900 0.169 1.49 4 5.00 0.800 0.163 1.40 5 3.00 0.60 0.1.61. 1.37 6 2.00 0.500 0,121 0.78 7 1,30 0,231 0.120 0.75 8 1.10 0.091 0.320 1.55 50.00 0.980 Page 1 6076sdsout.pks } Flow Frequency Analysis 'Pima Series File: 6076sdsout. tsf Proj ect Location: Sea-Tac ---Annual Peak Flew Rates --- Flow Rate Rank T7.me of Peak (CFS) 9 .1-69 6 0.1. 4 8 0..78 4 0.126 7 0.173 5 0.208 2 0.180 3 0.404 1 Computed peaks 2109/01. 5:00 1.105/02 17:00 /27/03 8:00 8/26/04 3:00 10/28/04 1€ :00 1/18/06 16:00 11/24106 6:00 1/09/08 'J:00 -----Flow Frequency Analysis------- - - Peaks - - Rank Return Prob (CFS ) Period 0.404 3 100.00 0.990 0.208 2 25.00 0.960 0.1.80 3 10.00 0.900 0.178 4 SAD 0 . f300 0.173 5 3.00 0.667 0.169 6 2.00 0.500 0.126 `# 1.30 0.231 0.124 8 1.10 0.091 0.338 50.00 0.980 Vag I EXHIBIT BASIC .TER QUALITY CALCULATIONS GOSICO £UFO ST IIN /SOOT£ BASIN FEDERAL WAS WASHNOTON DY!` 61ENEW ffrVAus!'RE Q1BED W02 jE V = Vu ■meo bean ao rel Stum atmo£(I-) R. = kmaEfrom mma AnnmdSbr (feet) A = Arca of Impemi m Am= Area Till gm2 V _ Wdpod Vdunw,(CF f = Volume Facts V = 19( ) + « ()] x k v _ fv, 2 = 0.039 } = 32,670 SF ;_ |0O&F Vir _ [� 9 (32,070) + E25 (10,890)] X «0_39 = 1253CF Vb = ()(1,2) = $760 CF [JPJkb/athl COSTC F RLING STATIONINO1TH BASIN FEDERAL WAY, WASHINUMN D/r:MMa WE£V&ULXIWOUHWDSTORAGE V _ V ,iwmc■i Aia� gal &ore R mor (C k t=: Rainfall fromimes Annual Storm (feet) = Area o in o A% = Area of Till Gram V _ WetpoolV ume(C) £ _ Volgym Factor V ;-- [9(A)*R2.5 idixR V _ fV, 2 = 0.039 A =:: 37,05F Am = 6,534SF V_ 1E9 Q o 6+ 0.25 ,5X 0,039 _ 1,363 C.F V_ (3) ,3)=%O90CF m7�017[ !Axg] XHIBIT H CONVEYANCE CALCULATIONS } P d CC77 p. Cry.J ,,��yy II U i] I I C) Ci CD 4 L7 m cr in a II 71 H p � In o- n A li IF ff. 4N � ii�3} 3 co n? {� I� riri 0 r'ito O R o0 so III^ �OE � II C O O O C2 0 0 u IIo II ovi E6 t��1 II II 4.F M M C11 [V 3 N CV N 'N fq A � CxC C] ii7 !� b• O` U C3 O C1 C! {� � v GO 4 It L?U Uu C) C}d l3 If IIcq cq to C � lil J I m C3 C7 n C] 7 {7 ILI 'I 6 U C]L7 rt f b g E I� ' 1J. C U 2 1 4PI) to M W] 30 �d M1 YJ V) Ln 1616 � O o — p, O N ... cu ri. E FI }� N 44 y N N iV cy s. i C. IF IF 'd {y iV N CO T3 f!IF 7 U II o0 U SY? C]Li C4 � f� L3 tL; x +- a- g , - II IP 4.Lij Zi D 13 L7 9 O � s a E=p� 0 b, 5 o IIgym II [] , U Ci> m I 31 is II < fi3 •� {) s� .�E XJ .�� Ci I GRADING AND DRAINAGE PLAN UT F' 1r?•.u: Sr 0, • q �y 4•7+r65 v A.RJ • �1I<s IY,IS MATCHLINE SEE SHEET C7 �r LEGEND PROECGFY! FA1Sr20 C13Y.I c GRI M-n .. _ - M ... _ _ E1CrsiNC CPJCE 5h7r f umm �14 A-k- I tzprm P.w9qm- sR1_E SFPr LLr resrJlf F%voa 1A7 OY Pbya Ai am f4ft ?Tv �•.•d 9l ny.'ap!iJ p111ZERtwo CJML�TE Celrrfa smt NJ;4q;3 TIPIV ' LQV Fv5'r.Y7 Sl9Pa OPti�CS:E -_-�-___-_ PR4"rtr"aED 51ai4 TIR{H &ti5Y 1< � IXSINi Ra97E fi7TEN BF9�1 � y_y��,, a2'�� P;A.Csm VAT ACEL56 It"a s v —." —A lSYr{'1T PL'iz4EF1f 5ss {Cf,YREIE P:.Y w CiItiVXJr rP uewe F4 DO e+<SOA p 5. E8e.&j 4SrRVOP m Jam Ca I E7PAL�AY ^Mr !i XP $+' k+tl wlr 7 J6T F F:F9H 6"+i� Fs JrF tw I.rV M IV Fx S !. wv %Ault {7PIB}1J ALI VAAl wsII A7_ jJ mi b 11MI W AR IIEWX 7 J.LLP'Y. PCFM zmli riC.Yi SKU BE Tr.Nluw M LY w PE7E%IKK%VRL. 1 AL tElr M.A BA5'3S S.-ML BE £QI -rio TIT" uNd 9W MUML.0 STDF%1J€ STRU M S HEIDULE Q tAOhl P_.t" #-. IY+G r wf uSx c 41. 5210-2'U, 52--7 k Q 0tra'aPa7Mxp. Pt�kuLFR ytvllVtlPR iVet1, r.V+�x) lE+2558 SY5x11A. 5'f LfVL ti"9L ({ fi` TJRE 1YL1E 7V C,L 1T14E PS{ fILS`l ldt Gd�l` YJLti.E SSrJi FE 5:749 flFf.P.SStE li} 41 17C(t Si1il nl R��+EL7 G1LiIa-R ib iF 4 � O Y4S !ram 0 lie LF 6- Ea6 A Is& 0'f CM "a..! 32, 712E I el iM OLIO:, r_4�iSii LE -ESE 0 LJ 12- :JD p }.EaF g9} Chym ssw # i, TYRE a 1f,J *w in"It, kwd� iE-FSI.E T LF 1.7- Jr O 'viz 0 NX fa1Ex CRI M/CE-FID iL*F VM. EEf b7J M 1 JN0 9n It I%GI I. CAnM MF +'I. ME 14r% CM MS. PV-r-M 7. 1r-2510 Lra If I Y SP O? 117L 75 LF 1Y SD O tra. '. 1441 17' MI MW.11- 4kbU%l40t1( SE 1•ITh2 1fL'll a- sa a .s Ina M Rw LT:.r a v.crun TO 70FLU a "4a sus 1v. ti} 93 LF PATMFT 501.1E o 2x. minnt SdtA ✓. P.t 16 faf W Ikk_t r1.I.V U +cv, 34M W� ' tMo 59 GLF1d*A. Rv-ELM& 6.i]ku i wo in Ll f1L+It A- ILL+7x W. R -1".4 690 59 CLUAad. Rll ,259.7, E lMr,- rtrMi 1{II •� �I.1�hfiiB-IA-C�f Ot ilrL t-UXRAL MY A k n r4 fi r; y i n 1 g s 1.3 yL; �lC w111C� +G +Sr 'KA J, V� q + LAY GRAPINGIDRAINAGE PLAN .�.,:..as:`S � :•r�:..d.'_� �. .spa_. tr._...yyi _ ..n., _ _ � v cc ei' w t �t L _. ..._rr _ .......... ....:. x . 1 � 1 ff LcYv.��E r=SEE SHEEr 06 o tforwo (c .W rnary . piZFl. slti+. t r}Y T'!% Vr'YIlM7 Yi9P� u ` LY _ 41 rz 4R lovi wxflo YIF kpgC i7M€ !, . A9PIiLTiF� Sit j [t1L# i F �0iz�i� �oi.wa o►.m r EiPEQO ,S CF , sera LEGEND vcrkl?;fTj FSimp C.?%X EOSM C�AIX -+0 LIL loam _jai�e --fnAysm F*mHv 4AAK °KT ZLIP00 Xl a�rtb acc•�� tug# .•...•...•».••• Ye�]Pp:{j} S7TP}� GD'ik�C£ �rrw ' F1RSfl�3 51G15L Lf:'Xil4L -- 30 ..,c Lwmi S RPLW 114Y D O&WALT FAME}!T KFW F1M; Of' p•'!!h-i�6 CV CV- FEDffM WAY +TM" W. — Tab 7.0 7.0 OTHER PERMITS NPDES Permit ■ City of Federal Way Building Permit 6076.026-TIR.docx Tab 8.0 8.0 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (CSWPP) ANALYSIS AND DESIGN 8.1 Erosion and Sediment Control (ESC) Plan Analysis and Design A copy of the demolition and erosion control plan showing Erosion and Sediment Control measures will be provided in the Final TIR. 6076.026-TIR.docx Tab 9.0 �l 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT The completed Bond Quantity Worksheet will be included in the Final TIR, if necessary. 6076.026-TIR.docx Tab 10.0 li 10.0 OPERATIONS AND MAINTENANCE MANUAL An Operations and Maintenance Manual will be included in the Final TIR. 6076.026-TIR.docx SOUTH 320TH SITE PLAN PROJECT DATA CLIENT: COSTCO WHOLESALE HOLESALE FUEL FACILITY EXPANSION 999 LAKE DRIVE _ WCOSTCO ISSAQUAH, WA 98027 E-- 5 a WPARKWAY SOUTH,FEDERAL WAY, WA 9800 PROJECT ADDRESS: 35100 ENCHANTED PARKWAY. S.CHANTED 35100 EN FEDERAL WAY, WA. 98003 cl) Q # W IBC OCCUPANCY CLASSIFICATION: GROUP M IBC O #61 � Q o sn-E COSTCO FACILITY � 00 � CONSTRUCTION TYPE: IIB Z ,a BOUNDARIES THIS PLAN HAS BEEN PREPARED BY Z Q V FeoEru+� INFORMATION: USING A SITE PLAN BY MULVANNY —i Q S• �Q WAY ARCHITECTS, DATED 6/97 Q„ COSTCO SOUTH 352ND p W NOT TO SCALE BUILDING DATA: Z J u— BUILDING AREA 156,250 S.F. �( O VICINITY MAP TIRE CENTER ADDITION 5,658 S.F. a U W TOTAL BUILDING 161,908 S.F. a Z W Y w L co EXISTING PARKING DATA: U 00 U E^CAiD EXISTING PARKING PROVIDED: m ,� LA V 616 STALLS LZ +O 9' WIDE STALLS 0 C'7 ® 10 WIDE STALLS 47 STALLS 0 Qj EXISTING CONCRETE PROPOSED ASPHALT ` Qr ,c ACCESSIBLE STALLS 28 STALLS A o. aae',. PROPOSED CONCRETE TOTAL EXISTING PARKING 691 STALLS z ____________ EXISTING CURB4. - -- EXISTING EASEMENT „_ � NO. OF STALLS PER 1000 S.F. PROPOSED CURB 1 40 OF BUILDING AREA: 4.43 STALLS PROPERTY BOUNDARY ----- SAWCUT LINE 0 20 40 80 _____________ PROPOSED PARKING DATA: PROPOSED ROW DEDICATION PROPOSED CANOPY PROPOSED PARKING PROVIDED: 9' WIDE STALLS 407 STALLS 10' WIDE STALLS 187 STALLS II j N rQ.c ACCESSIBLE STALLS 28 STALLS < > 0 TOTAL PROPOSED PARKING 622 STALLS J ! = U u (] d u TALLS PER 1000 S.F. ® Q C-41LU Il U U ll c @a_, NO. OF S 3.84 STALLS = W 04 @y====__®_________•__ — — // OF BUILDING AREA: S88.3500E z=�zzzv�_�_ __t_===_____�________�_________ -- -- - — — - — /1�'/1/ �'LG/ /11/-���/�` VERIFIED. �as•35'oo"E 50.08 sss5'oo"E a7o.00' — — Sss•35'00"E 637.61' o /� EXISTING CONDITIONS TO BE FIELD Q = iq�=a-•:r-a+--_e=:::=—:z-v==..-===_-cv assscaxcs-L=__=_-=v.o=_-._====s=== -�� A ; •1 +•s •\ � 1/ ItA rn 11 11 4 9 2 j n 9 / O IN /If V N ' Id[Uri A / �i + A A A A •7 6 1 e LL CL n nn p I I d n � � " • •'t9 I Ai ,1al Ic I r--'•-n A II' n n 1 a II n r I IP 1 n u 1 1 a Q ° ° Id A u I A y hi V a 0° �� i� If 0 u 1 A 1 A s}• II III a u u 1 1 n / A '. • .. p 1 1 A 1 n / V in,11 II I®f n A A r A 0 n L N ii I N •yii Ia el e { d 1JL sh II h 9 =__ i i W ;a !if II per= a (� M i; ij N n I N. V% II n II Iq II W r � II 3 II ,i II 7 ,T, _ ♦>__- u N C Q n u d n n A A • O O i O u Id d n n 1 1 A Z _ n p d u n A A A o oe® x -� - - CCSTC > O N n *o a LL•= �• O i II Ix d aG as e g a °. O U 11 :4 0� • ' / N I it ig Qaoo ^ / - d V Q AREHOUSE li w K, Id a a rJ C) 0 v Id a o0 o ua — — ° > Id u 9 1 0% oa a oa M OHc --- C v O .- _ y >. m a 0 N u In L I] ___ _-_ ---r ♦ as >•1 p 1 O O U Q 0 O id .f. ;.:' '� • 'i.•^ F ='' -tea mi— S88*31'25"E (n O ♦W♦ N \l`17D7`I ® � �LLJ E u ,u - -V) \ u 'POg 1 2 - x Q Z Al d I I 1 t • .: a xc ® ® ®® ® ® W N `` g cZ 11 1 � v i 'd� ..': a Q N N p n ,�� .•. ;.' .•� oe N QQ C� c i i � i llll� N Z_ _a ( -- ,^ > II ' 'aa.. '•,avg - , Y II L � � � i 1� Z I I W W in N I_• ; c- • e „ V V . In U7 C� (Z I .. _ = - --- - .,s- -_ - - --- = •4° - A lill n ® 6 ® ® ® ® �/•� a N N Z Z cO 4. II d' -r . p II Q 00 N N J� 't '. 31 orio , s o • r : �rs'2Y cz to .' N 6 Y �i U N N I ;; M �',f: (, .-' :.CAL: .f -t II - 4 �- - • p � :/ � ���1.r.I1111 4 II ke. .. 1, . ♦a �) Y ® ® ® + -` �c: -'*- I° 0 yZ i' •..I;•,Uir• • ff Q ,x n it 1lop 11 © .=i.•k/`�� �••' • i i i f // II I I ,1tl L +--Q.U. 1L' � -^ , —. : ; _GL.OT � a ._ '_:Q �='.'a--1 � u � = i i 1- • . - 1 � �(�♦ II d ��S""" II - vi 1 4 `_ _ ' f it NC.® I r - n .. L_ „ 1 1H- uZ 0 W N it N tl Cv- ;� _.•_=®_==ate. _ _______________-- n 085 ° Li --------�=?---------to ------ -= `------_-31'25"W 201.46' - t" (3�� / -- - - -- a. `" ' ----- ------------------------- =--_-_--__-=-- - - e -------------- - -------- -- ---= ------ - - - - N8 3125"N 702.99 o -------------------------=-=---==---==---------------=-=-----=---------_--------------_------------__= JAN 3 0 2020 �p 1221.98 _ Dr RE_ _ _ — Cf7Y OF FEDERAL ' — — - — — — — — — DES WAY z 0 s _- �� — — _ —t____ _ _.__— _ _ �MMUNf1YDEVELOPMENT N S 344TH ST U CJ W Z M S 347TH PL S 348TH ST Le) uj SITE M'Mjrl,o.� I S 352ND ST VICINITY MAP BUSINESS ACCESS EXIT 1426 FEDERAL WAY, WASFIINGTON BOUNDARY SURVEY INFORMATION LEGAL DESCRIPTION PARCEL A: THAT PORTION OF THE VACATED PLAT OF EAST TACOMA CENTRAL ADDITION "B", ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE 43, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 1'34'08" EAST ALONG THE WEST LINE OF SAID SUBDIVISION, 496.66 FEET; THENCE SOUTH 88'35'16" EAST 50.00 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH, AS ESTABLISHED BY DEED RECORDED DECEMBER 18, 1989 UNDER RECORDING NO. 8912180080; THENCE SOUTH 88'35'16" EAST 470.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88°35'16" EAST 637.61 FEET TO THE WESTERLY RIGHT—OF—WAY LINE OF PRIMARY STATE HIGHWAY NO. 1, AS ESTABLISHED BY DEED RECORDED FEBRUARY 9, 2959 UNDER RECORDING NO. 4995246; THENCE SOUTH 17'42'24" EAST ALONG SAID WESTERLY MARGIN 322.56 FEET TO AN ANGLE POINT THEREON; THENCE SOUTH 13'58'06" WEST ALONG SAID WESTERLY MARGIN 167.17 FEET TO THE NORTH MARGIN OF SOUTH 352ND STREET, AS ESTABLISHED BY DEEDS RECORDED MAY 7, 1946 UNDER RECORDING NOS. 3566431 AND 3566432; THENCE NORTH 88'31'41" WEST ALONG SAID NORTH MARGIN 707.40 FEET TO A POINT WHICH BEARS SOUTH 1'28'19" WEST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 1'28'19" EAST 467.20 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION BY DEED RECORDED NOVEMBER 06, 2008 UNDER RECORDING NO. 20081106000809. PARCEL B THAT PORTION OF THE VACATED PLAT OF EAST TACOMA CENTRAL ADDITION "B", ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE 43, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 1'34'08" EAST ALONG THE WEST LINE OF SAID SUBDIVISION 496.66 FEET; THENCE SOUTH 88'35'16" EAST 50.00 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 88'35'16" EAST 470.00 FEET; THENCE SOUTH 1'28'19" WEST 467.20 FEET MARGIN OF SOUTH 352ND STREET; THENCE NORTH 88'31'41" WEST ALONG SAID NORTH MARGIN 470.79 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH; THENCE NORTH 1'34'08" EAST ALONG SAID EAST MARGIN 466.71 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION DEEDED TO THE CITY OF FEDERAL WAY, A WASHINGTON MUNICIPAL CORPORATION BY DEED RECORDED MAY 3, 2002 UNDER RECORDING NO. 20020503001231. HORIZONTAL DATUM HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF FEDERAL WAY. FEDERAL WAY CONTROL POINT NO. 6889 WAS HELD FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 6889 AND CONTROL POINT 6876 WAS HELD FOR ROTATION, BEING NORTH 01'34'24" EAST. VERTICAL DATUM VERTICAL DATUM FOR THIS SURVEY IS NGVD29 PER CITY OF FEDERAL WAY. FEDERAL WAY VERTICAL CONTROL POINT NO. 6889 WAS HELD FOR ELEVATION, BEING 248.01'(NGVD29) LOT AREA 544,436 +/— S.F. (12.50 AC +/—) ADDR ESS 35100 ENCHANTED PARKWAY SOUTH FEDERAL WAY, WA 98003 TAX PARCEL NUMBER 219260-0290-00 AND 21926-00180-03 REFERENCE SURVEYS: BOUNDARY LINE ADJUSTMENT NO. 17-100484—SU, VOL. 373, PAGE 208, AFN. 20171103900001 DATE OF SURVEY: THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON November 6, 2018. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST OF 2018. TITLE INSURANCE: ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. NCS-929812—WAI, DATED OCTOBER 9, 2018 AT 7:30AM, INCLUDING APPURTENANT EASEMENTS AND ADJOINING DEEDS FOR UNPLATTED LOTS, IF ANY. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE INSURANCE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. SURVEYOR'S NOTES: • ALL DISTANCES SHOWN HEREON ARE GROUND MEASUREMENTS IN U.S. SURVEY FEET. • THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY, AND DON'T PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. • UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. • THE LEGAL DESCRIPTION AND SPECIAL EXCEPTIONS SHOWN HEREON ARE PER THE ABOVE REFERENCED TITLE REPORT UNLESS OTHERWISE NOTED. • THIS SURVEY HAS DEPICTED ALL VISIBLE OCCUPATIONAL INDICATORS (IE. FENCE LINES, BUILDINGS, WALLS, ETC. — SEE MAP FOR PARTICULARS) PER W.A.C. 332-130. LINES OF OCCUPATION, AS DEPICTED, MAY INDICATE AREAS OF POTENTIAL CLAIMS OF UNWRITTEN OWNERSHIP. THIS SURVEY HAS ONLY DEPICTED THE RELATIONSHIP BETWEEN LINES OF OCCUPATION AND DEEDED LINES OF RECORD. NO RESOLUTION OF OWNERSHIP BASED ON UNWRITTEN RIGHTS HAS BEEN MADE BY THIS SURVEY OR BY ANY PERSONNEL OF BARGHAUSEN CONSULTING ENGINEERS, INC. • THIS IS A FIELD TRAVERSE SURVEY. SPECTRA PRECISION FOCUS 30, TOPCON GR5 GPS AND SPECTRA PRECISION RANGER DATA COLLECTOR WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN W.A.C. 332-130-090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS AND USED BY APPROPRIATELY TRAINED PERSONNEL. • THIS SURVEY MEETS OR EXCEEDS THE "RELATIVE POSITIONAL PRECISION" REQUIREMENTS SET FORTH IN THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS IN SECTION 3(E). TITLE INFORMATION SPECIAL EXCEPTIONS (PER FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NO. NCS-929812—WA1 DATED OCTOBER 09, 2018 AT 07:30 AM) 1. GENERAL TAXES FOR THE YEAR 2018. TAX ACCOUNT NO.: 219260-0180-03 AMOUNT BILLED: $ 128,118.65 AMOUNT PAID: $ 64,059.33 AMOUNT DUE: $ 64,059.32 ASSESSED LAND VALUE: $5,899,800.00 ASSESSED IMPROVEMENT VALUE: $2,483,500.00 (AFFECTS PARCEL A) 2. GENERAL TAXES FOR THE YEAR 2018. TAX ACCOUNT NO.: 219260-0290-00 AMOUNT BILLED: $ 61,788.01 AMOUNT PAID: $ 30,894.01 AMOUNT DUE: $ 30,894.00 ASSESSED LAND VALUE: $3,898,400.00 ASSESSED IMPROVEMENT VALUE: $ 0.00 (AFFECTS PARCEL B) 3. POTENTIAL CHARGES, FOR THE KING COUNTY SEWAGE TREATMENT CAPACITY CHARGE, AS AUTHORIZED UNDER RCW 35.58 AND KING COUNTY CODE 28.84.050. SAID CHARGES COULD APPLY FOR ANY PROPERTY THAT CONNECTED TO THE KING COUNTY SEWER SERVICE AREA ON OR AFTER FEBRUARY 1, 1990. NOTE: PROPERTIES LOCATED IN SNOHOMISH COUNTY AND PIERCE COUNTY MAY BE SUBJECT TO THE KING COUNTY SEWAGE TREATMENT CAPACTTY CHARGES. TO VERIFY CHARGES CONTACT: (206) 296-1450 OR CAPCHARGEESCROW®KINGCOUNTY.GOV. (NOT SURVEY RELATED) 4. 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 WATER AND SEWER DISTRICT AS DISCLOSED BY INSTRUMENT RECORDED AUGUST 04, 1986 AS RECORDING NO. 8608041129. (NOT SURVEY RELATED) 5. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR S. 352ND STREET AS GRANTED BY DEED RECORDED MAY 07, 1946 UNDER RECORDING NOS. 3566431 AND 3566432. (NOT PLOTTABLE, BLANKET IN NATURE) 6. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW, AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDED: DECEMBER 12, 1958 RECORDING NO.: 4975993 (NOT PLOTTABLE, BLANKET IN NATURE) 7. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDED: JANUARY 28, 1959 AND FEBRUARY 9, 1959 RECORDING NO.: 4990939 AND 4995246 (GENERALLY SHOWN HEREON) 8. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDED: MARCH 19, 1959 RECORDING NO.: 5009985 (GENERALLY SHOWN HEREON) 9. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF. GRANTOR/TRUSTOR: FEDERAL WAY INVESTORS, A LIMITED PARTNERSHIP, AS NOMINEE GRANTEE/BENEFICIARY: FEDERAL WAY NORTHWEST 348TH EQUITIES, A WASHINGTON LIMITED PARTNERSHIP TRUSTEE: CHICAGO TITLE INSURANCE COMPANY, A CORPORATION AMOUNT: $3,030,0476.90 RECORDED: FEBRUARY 08, 1983 RECORDING INFORMATION: 8302080125 AFFECTS: THE LAND AND OTHER PROPERTY (GENERALLY SHOWN HEREON) 10. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: AUGUST 20, 1985 RECORDING INFORMATION: 8508200809 IN FAVOR OF: LAKEHAVEN SEWER DISTRICT, A WASHINGTON MUNICIPAL CORPORATION FOR: SEWER MAINS AFFECTS: (PARCEL B) AS DESCRIBED THEREIN (PLOTTED HEREON) 11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: OCTOBER 27, 1988 RECORDING INFORMATION: 8810271104 IN FAVOR OF: KING COUNTY, WASHINGTON FOR: NATIVE GROWTH PROTECTION EASEMENT AFFECTS: AS DESCRIBED THEREIN (DOCUMENTS PROVIDED WERE ILLEI(;IIBL 12. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: OCTOBER 27, 1988 RECORDING NO.: 8810271105 (NOT PLOTTABLE, MAINTAIN AND REPAIBLANKET RKETENTION/DETEN110N FAC�ILIT�Y) ALLOWS ACCESS FOR KING COUNTY TO 13. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: DECEMBER 27, 1988 RECORDING INFORMATION: 8812270577 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AFFECTS: AS DESCRIBED THEREIN (NOT PLOTTABLE, BLANKET IN NATURE — DESCRIBES EASEMENT AS A 10—FOOT CENTERUNE OVER, UNDER AND ACROSS THE CENTERLINE OF FACILTIES AS CONSTRUCTED) 14. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: MAY 12, 1989 RECORDING INFORMATION: 8905120218 IN FAVOR OF: FEDERAL WAY WATER AND SEWER, A MUNICIPAL CORPORATION FOR: WATER FACILITIES AFFECTS: (PARCEL B) AS DESCRIBED THEREIN DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED JULY 26, 1991 AS RECORDING NO. 9107260643 OF OFFICIAL RECORDS. (NOT PLOTTABLE — DOCUMENT RECORDED UNDER RECORDING NO. 9107260643 ABANDONS EASEMENT) 15. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: MAY 15, 1989 RECORDING INFORMATION: 8905150793 IN FAVOR OF: PACIFIC NORTHWEST BELL TELEPHONE COMPANY, A WASHINGTON CORPORATION, ITS SUCCESSORS AND ASSIGNS FOR: UNDERGROUND CABLE AND ABOVEGROUND TELEPHONE CABINETS AFFECTS: (PARCEL B) AS DESCRIBED THEREIN (PLOTTED HEREON) 16. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDED: OCTOBER 20, 1989 RECORDING NO.: 8910200632 (GENERALLY SHOWN HEREON) 17. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDED: DECEMBER 26, 1989 RECORDING NO.: 8912260701 (GENERALLY SHOWN HEREON) 18. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF. GRANTOR/TRUSTOR: ROBERT J. KNUTSEN AND KDE & ASSOCIATES GRANTEE/BENEFICIARY: B. SCOTT BOLLS, EUGENE R. EKBLAD AND FWI LIMITED PARTNERSHIP TRUSTEE: TRANSAMERICA TITLE INSURANCE COMPANY, A CORPORATION AMOUNT: $100,000.00 RECORDED: MAY 30, 1990 RECORDING INFORMATION: 9005301909 AFFECTS: THE LAND AND OTHER PROPERTY (NOT SURVEY RELATED) 19. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: OCTOBER 23, 1990 RECORDING INFORMATION: 9010231411 IN FAVOR OF: COSTCO WHOLESALE CORPORATION, A WASHINGTON CORPORATION FOR: PARKING, INGRESS, EGRESS, LOADING, UNLOADING, UTILITY INSTALLATIONS, ROADWAYS AND INSTALLATION OF BUILDINGS AFFECTS: AS DESCRIBED THEREIN DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED JULY 28, 1994 AS RECORDING NO. 9407280652 OF OFFICIAL RECORDS. (DOES NOT AFFECT SUBJECT PROPERTY) 20. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: OCTOBER 23, 1990 RECORDING NO.: 9010231412 DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED JULY 28, 1994, NOVEMBER 22, 1994, JANUARY 13, 2000, JULY 18, 2000, AND SEPTEMBER 25, 2000 AS RECORDING NOS. 9407280653, 9411220561, 20000113000284, 20000718000262 AND 20000925000332, ALL OF OFFICIAL RECORDS. (NOT PLOTTABLE, BLANKET IN NATURE — DOCUMENTS CONTAIN BLANKET EASEMENTS FOR INGRESS, EGRESS, AND PARKING) 21. A LEASE DATED OCTOBER 23, 1990, EXECUTED BY WEST CAMPUS SQUARE, A WASHINGTON JOINT VENTURE AS LESSOR AND G. I. JOE'S, INC., AN OREGON CORPORATION AS LESSEE, FOR A TERM OF 30 YEARS RECORDED OCTOBER 23, 1990 AS RECORDING NO. 9010231426 OF OFFICIAL RECORDS. SAID LESSEE, AMONG OTHER THINGS PROVIDES FOR AN OPTION TO RENEW FOR A PERIOD OF 4 ADDRIONAL PERIODS OF TEN (10) YEARS EACH, AFFECTS: THE LAND AND OTHER PROPERTY (NOT MWABLE, BLANKET IN NATURE) 22. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "INDEMNITY AGREEMENT" RECORDED SEPTEMBER 21, 1993 AS RECORDING NO. 9309212251 OF OFFICIAL RECORDS. (NOT PLOTTABLE, BLANKET IN NATURE) 23. LEASE MADE BY WEST CAMPUS SQUARE, A WASHINGTON JOINT VENTURE, LESSOR, TO CIRCUIT CITY STORES, INC., A VIRGINIA CORPORATION, LESSEE, FOR A TERM OF 20 YEARS, AND THE COVENANTS AND CONDITIONS AS THEREIN CONTAINED, AS DISCLOSED BY MEMORANDUM OF LEASE DATED AUGUST 31, 1994, AND RECORDED NOVEMBER 29, 1994 AS DOCUMENT NO. 9411290394. SAID LEASE, AMONG OTHER THINGS PROVIDES FOR AN OPTION TO RENEW FOR A PERIOD OF FOUR (4) SUCCESSIVE PERIODS OF FIVE (5) YEARS EACH. AFFECTS: THE LAND AND OTHER PROPERTY (NOT PLOTTABLE, BLANKET IN NATURE) 24. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: JANUARY 23, 1995 RECORDING INFORMATION: 9501230949 IN FAVOR OF: CITY OF FEDERAL WAY FOR: RIGHT TO ENTER FOR INSPECTION PURPOSES AFFECTS: (PARCEL B) AS DESCRIBED THEREIN (WT PLOTTABLE, BLANKET IN NATURE) 25. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF GRANTOR/TRUSTOR: ROBERT J. KNUTSEN, A MARRIED MAN AS TO HIS SEPARATE PROPERTY GRANTEE/BENEFICIARY: MERIDIAN LENDERS III, A WASHINGTON GENERAL PARTNERSHIP TRUSTEE: CHICAGO TITLE INSURANCE COMPANY AMOUNT: $2,358,478.39 RECORDED: AUGUST 18, 1999 RECORDING INFORMATION: 19990818001342 AFFECTS: PARCEL B AND OTHER PROPERTY (NOT PLOTTABLE, BLANKET IN NATURE) 26. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LICENSE" RECORDED FEBRUARY 08, 2002 AS RECORDING NO. 20020208002178 OF OFFICIAL RECORDS: AFFECTS: PARCEL B (NOT PLOTTABLE, BLANKET IN NATURE) 27. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: FEBRUARY 08, 2002 RECORDING NO.: 20020208002206 AFFECTS: PARCEL B (NOT PLOTTABLE, BLANKET IN NATURE — DOCUMENT GRANTS RIGHT TO THE CITY FOR INGRESS AND EGRESS TO MAINTAIN OR REPAIR SURFACE WATER SYSTEM) 28. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "CITY OF FEDERAL WAY LOCAL IMPROVEMENT DISTRICT WAIVER OF PROTEST COVENANT" RECORDED APRIL, 29 2002 AS RECORDING NO. 20020429001245 OF OFFICIAL RECORDS. AFFECTS: (PARCEL B) (PLOTTED HEREON) 29. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: OCTOBER 14, 2003 RECORDING INFORMATION: 20031014000196 IN FAVOR OF: LAKEHAVEN UTILITY DISTRICT, A MUNICIPAL CORPORATION FOR: WATER FACILITIES AFFECTS: (PARCEL B) AS DESCRIBED THEREIN (PLOTTED HEREON) 30. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: OCTOBER 14, 2003 RECORDING INFORMATION: 20031014000197 IN FAVOR OF: LAKEHAVEN UTILITY DISTRICT, A MUNICIPAL CORPORATION FOR: WATER FACILITIES AFFECTS: (PARCEL B) AS DESCRIBED THEREIN (PLOTTED HEREON) 31. ANY CLAIM THAT THE TITLE IS SUBJECT TO A TRUST OR LIEN CREATED UNDER THE PERISHABLE AGRICULTURAL COMMODITIES ACT, 1930 (7 U.S.C. §§499A, ET SEQ.) OR THE PACKERS AND STOCKYARDS ACT (7 U.S.C. §§181 ET SEQ.) OR UNDER SIMILAR STATE LAWS. AFFECTS: PARCEL A 32. MATTERS THAT MAY BE DISCLOSED UPON RECORDATION OF FINAL SUBDIVISION. SURVEYOR'S CERTIFICATE: THIS IS TO CERTIFY THAT THIS MAP AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF THE DATE OF THE FIELD SURVEY ON MARCH 14, 2019. BRIAN D. GILLOOLY, 1`45. WASHINGTON REGISTRATION NO. 46315 BGILLOOLY®BARGHAUSEN.COM 7/17/19 DATE r N W LLL1 ��- > Z ix = O O CO? V 0 Z O Z acl)<YZ �o o w = o Ld Z O Q Q r-- 0 CL w 3 M w o O cc e LL O Q .4 r � Ll Lu Z 4c V-- - 3:r w Q c) M � N LL. >- � Q w w a = O 0 in o m <CL CD CD v Q M M UW M®M tZL �l m CL w rn N \ •■ r- 0) N Z 'Q J cc LLJ 0 ui L_ O U O V L LL v o O 0 U o N :E U N O i of II 73 f Y ll]o 0] In v Y > 0 3 y 0 ® 0 t� V� 0 � N (® C CN > 0 �0> �1�0 N 0 t.- Ln o j (N !� O V � ��e"t a) N iu .n E z .0 0 a a� V) SCALE: 1"=30' 6' SIGNAL LOOP x 239.88 co ,^ HYDRANT l 7 U CIL f 0 33 Q JBOX SIGN N z W LIGHT JBOX 49n - SEWER EASEMENT AFN 8508200809 -TEMP CONSTRUCTION ESMT NO. 8508200809 ri\ , •r w. 11.1 x 263.54` : -SD-SD- D-SD- 7�!0 x 263. ss -ss -ss f-- ss -ss -ss 1 x 264.41 �pp 26 5.59 T� 2 265. L49 jjjjj 9 x �72 I T G), 2 0 z .<, .,.,., "264.63 8 2f x 263.74 84 Li w LLI V) I ( 26679 267.26 U 267.59 1 26802 1� 268.30.E 268.64 W 269.04 269.39 l� 269. 4 270.13 u 270.SO U 270.86 d M.23 y 271.62 271.98 U 112.41 d 272.86 5 271.17 � 271,46 � 273.1 214A8 u 274.44 d 274.84 -/1- Sg".aG635D -- SD 2$b p---W,24---SD GSW96 \ 1 28 /-�,�� 9B '- 4�D SD--"-y25b -- SD--"�.'3y� --- SD 3b 2_ SD 'ss ss ss - ss - S_ ss �t"--Wmsss �..�- ss j' ss` \1 ss -ss -ss - -ss-ss- 91 � ss-ss -ss-S' EASEMENT 20031014000197 x 27j'�17n 6fi 971 95 II py 273.64 j 274. x 274.36 274.22 274.57 ,• " `•`." w ai�.agW 273,57: W 273.92 V 274.25 U 2,1.57 U 5 I 272.29 272.65 273.04 273-42 273. y 271.10 274.4y 274.1 � q II q p /II 0 v N I x 271 (UG) (UG) uc r� N 2--268.75 269.25 269.59 �69.91 270.27 270.60 270.95 271.30 2,,..272.0, 272.40 272.75 273.11 273.48 27.- 27 18 27456 NT )715 1014000196� 268.97 269.43 269.�0 �34 270.12 2X270,73 6 I : H 268.35 271.01 271.3271.7 272.08 272.48 272.88 27327 27363 273.96 74.30 2<466 275. 0 P cp POL) A(UG) / 268.99 8822 02 .94 2- ao®x. 68:09 N x 269.13 Q x 269.32 I 29 to - 4691 269.54 1111 269.5 `6SM 6 44 2®23 EO 9. 9 , 5, 26 Z]3.eB 274-22 2 s7 27191 �2g.2 Ij ' I N P(L)G) Pius) i - 274.02 7743E 7'0 271,05 215.3E 34F. 270.18 0.65 '�271.411� 1 21 272.11 272.60 1',-- DSX�2j 274.13 274.48 274.84 275I19 2755E 'x 27- 21 SD __ SD ` so x 274.7E I \ ';D \ \. R\ 4 270.19 270,66 n 2-. ?� 271.22 n 271.60 271.99 273,00 273A 221tt 273.4E \` SD �\ I tI \ II II I I 11 i`I n M N . 27).tOu 274.11 ,,:S'9a+rr�. ��.ee „�,. N 1 27530 2MfIlllf276.. x 275.32 \ N e E x 276.47 x277 40 1N 275.24 276.3} # 27ggjOE t2"Of 275.70,�g p75.02 276.34 , I t1 M 276.65 2f6.99 M A 277.32. 277.64 -- 26i.VVV 1 ! 352ND �' - .�...._- ^1�--� ' 2 - ( S88'3 '25'E 1221.9 ' 275.54 C�1- ss - ss 87 /�T.5---- - - $ ST _ _ _AS, 1 92 27 .t2 x 275.63 - SS -.. ss - ss s ss - s - ss - 5 F ___R �-ss-ss-ss-ss-ss-ss-ss-ss--ss--ss- 86� $$ i x zaa.a2 °- As - SS SS - SS �;- - N 67 275.35--SS$$SS SSssSS o ❑ aa�as - SS �2- FND MONUMENT IN CASE ` o 2" BRASS DOME W/SCRIBED "X" 65 66 941-11 0.85' BELOW GRADE r/�iar Q48.38 INTX ENCHANTED PRKY AND SOUTH 352ND ST ig 69 (AUGUST 2018) " o (�g4e.fio a W L I LJ LLi Ld (/) C/) DRAINAGE STRUCTURE AS BUILT INFORMATION TABLE DIPS 31.CB STD CRT 63.SDMH 1.CB STD GRT RIM=257.50' RIM=247.67' RIM=281.90' 8" CMP N IE=254.09' IE 30" CONC N=241.57' 15" CNC SE IE=277.45' IE 30" CONC W=241.57' 15" CNC NW IE=277.45' 32.CB SOLID UD RIM=250.25' 64.SDMH 2.CB STD GRT 15" CNC N IE=245.55' RIM=247.88 RIM=280.00' 12" CNC SW IE=245.55' 15" CNC NW IE=275.95' 12" CNC S IE=245.55' 65.SDMH 15" CNC SE IE=276.30' RIM=248.65 8" PVC ESE IE=275.95' 33.CB STD GRT 66.CB SOLID UD RIM=249.63 3.CB STD GRT 12" CNC NE IE=245.73' RIM=248.38 RIM=281.41' 67.CB STD GRATE 16" CNC NW IE=275.01' 34.CB VAULT ACCESS RIM=248.06 8" PVC W IE=275.31' RIM=258.63' 18" CNC S IE=274.91' BTM=249.08' 68.CB STD GRATE RIM=247.76 4.C6 STD GRT 35.CB VAULT ACCESS RIM=280.81' RIM=258.55' 69.SDMH 18" CNC N IE=274.81' BTM=249.00' RIM=248.80 12" CMP W IE=274.51' 18" CNC S IE=274.81' 36.SDMH VAULT ACCESS 70.CB STD GRT T2 8" PVC E IE=277.66' RIM=258.54' RIM=247.91' BTM=248 99' IE 36" CMP E=242.41' 5.CB STD GRT 12" CMP S=243.81' RIM=279.62' 37.CIE STD GRT TOP VERT PIPE=246.41' 18" CNC N IE=273.62' RIM= RIM=CMP IE OUTFALL PIPE=242.46' 8" PVC E IE=277.07' N' CMP N IIE=253.81252.56' IE GATE VALVE=242.46' 18" CNC S IE=273.57' 12" 12" PVC NE IE=253.81' IE ELBOW=243.51' 10" CMP SE IE=252.56' IE 2ND ELBOW=245.16' 6.CB STD GRT RIM=283.25' 38.SDMH VAULT ACCESS 71.CB T1 4" PVC E IE=281.75' RIM=259.03' RIM=257.51' BTM=249.03' IE 8" PVC S=253.41' 7.WATER/OIL SEPARATOR 39.CB VAULT ACCESS 72.SDMH 8.WATER/OIL SEPARATOR RIM=259.23' RIM=257.76' IE 8" PVC N=253.01' 9.CB STD GRT 40.SDMH VAULT ACCESS IE 12" CONC E=243.01' RIM=283.39' RIM=259.02' IE 36' CMP SW=FULL OF 12" CNC W IE=280.19' BTM=248.82' DIRT 8" PVC E IE=280.69' 41.CB STD GRT 12" CMP S IE=280.19 RIM=258.98' 73.C6 TYPE 1 10.CB STD GRT 42.SDMH T2 48 " RIM=260.29' RIM=284.36' IE 8" PVC N=258.83' 12" CNC SW IE=281.46' RIM=258 IE 8" PVC S=258.83' 8" PVC NE IE=250.09' NE 11.CB STD GRT 12" PVC NE IE=252.61' 74.CB STD GRT T2 RIM=284.83' 8" PVC SE IE=250.09' RIM=260.75' 12" CMP N IE=279.73' 12" PVC SE IE=252.96' IE 12" PVC N=254.65' 18" CNC NE IE=272.43' IE 12" PVC W=255.00' 18" CNC W IE=272.38' 43.SDMH IE 8" PVC S=257.10' RIM=258.96' 12.CB STD GRT IE 24" CMP NE=249.65' 75.VAULT LID RIM=285.29' IE 24" CMP SW=249.57' I IE 12" DI NW=252.41' BOTTOMVAULT=250.17 13.CB STD GRT TOP OF BAFFLE RIM=280.91' WALL=249.40' 76.VAULT LID 18" CNC W IE=270.56' RIM=261.67' 18' CNC E IE=270.56' STD GRT BOTTOM VAULT=250.25' IM= 262.25' RIM 14.CB STD GRT 30" CMP NW IE=251.25' 77.VAULT LID RIM=283.35' 30" CMP SW IE=251.25' RIM=261.72' 12" PVC E IE=259.55' 15.CB STD GRT 78.CB TYPE 1 RIM=284.01' 45.CB STD GRT RIM=258.61' RIM=263.42' IE 8" PVC E=255.97' 16.CB STD GRT 12" PVC W IE=260.52' RIM=283.45' 7g,CB STD GRT T1 46.VAULT LID RIM=259.02' 17.CB SOLD UD T2 48" RIM=257.97' IE 6" PVC S=257.01' RIM=285.07' BOTTOM VAULT=248.56' 8" PVC NE IE=278.82' 80.CB STD GRT Tl 18" CNC W IE=268.75' RIM=258.67' 18" CNC E IE=268.75' 12" PVC E IE=255.97' 18.CB CURB INLET 47.SDMH VAULT UD 81.CB STD GRT Ti RIM=285.08' RIM=257.55' RIM=269.39' 12" CMP N IE=264.79' 19.CB STD GRT T2 48.CB TYPE 1 RIM=273.96' RIM=257.13' 82.CB STD GRT T2 IE 12" CMP S=261.06' IE 12" PVC N=255.17' RIM=268.16' IE 12" CMP E=261.06' IE 12" CMP S=262.66' IE 12" CMP W=260.81' 49.SDMH VAULT LID IE 18' CONC NW=262.36' RIM=257.82' IE 18" CONC SE=262.66' 20.CB STD GRT T1 RIM=277.06' 50.SDMH VAULT UD 83.C8 STD GRT 8' DI N IE=273.71' RIM=257.85' BOTTOM=248.08' RIM=265.38 21.CB STD GRT T2 8 STD 51.SDMH VAULT LID 84.SDMH RIM=259.29' RIM RIM=258.29' IE 12" PVC NW=249.57' 12" CNC N IE=268.44' 18" CNC W IE=265.46' 52.VAULT LID IE 18" PVC SW=249.29' 18" CNC E IE=265.50' RIM=258.31' IE 12"PVC S=249.42' 8" DI S IE=268.64' BOTTOM VAULT=248.42' 84.CB STD GRT 22.CB STD GRT T1 53.VAULT UD RIM=262.97' RIM=274.90' RIM=258.33' 85.CB STD GRT 12" CMP N IE=270.04' RIM=262.87 12' CNC S IE=269.98' 54.SDMH 12" PVC SW IE=259.12' RIM=260.11' 23.CB STD GRT Tl IE 18" CMP E=251.09' 86.SSMH RIM=274.79' IE 18" CMP W=250.66' RIM=279.88' 12" CMP N IE=270.56' IE 12" CMP SW=251.03' IE 8" PVC E=270.73' 12" CMP S IE=270.61' IE 12" PVC S=253.42' IE 8" PVC W=270.63' IE 12 CMP NE=250.57' IE 6" PVC NE=270.73' 24.C6 STD GRT T1 W/ELBOW IE 6" PVC SE=270.73' RIM=274.82' TOP OF BAFFLE 12" CMP S IE=271.45' WALL=251.12' 87.SSMH RIM=254.73' 55.SDMH IE 8" PVC E=244.48' 25.CRIM=249.22' STD GRT IE 8" PVC W=244.38' IM- RIM= 282.29 IE 30' CONC E=244.42' 8" PVC NE IE=279.49' IE 30' CONC S=244.42' 88.SSMH RIM=247.88 12" CMP NW IE=279.39' 56.SDMH 8" PVC SE IE=279.44' RIM=249.89' 89.SSMH 6" PVC E IE=279.49' 30' CNC W IE=245.04' RIM=249.52' 30' CNC SE IE=242.14' 8" PVC N IE=239.27' 26.CB STD GRT 8" PVC W IE=239.17' RIM=270.66' 57.CB TYPE 1 8" PVC E IE=239.27' 12" CMP N IE=269.01' RIM=247.59' IE 12" CONC SW=243.24' 90.SSMH 27,CB STD GIRT RIM=250.38' RIM=278.70' 58.CB T2 8" PVC N IE=245.08' 15" CMP W IE=274.35' RIM=247.63' 8" PVC S IE=244.98' 12" CMP SE IE=274.55' IE 15" CONC N=241.63' 8" PVC E IE=245.08' 8" PVC NE IE=274.65' IE 12" CONC NE=242.91' IE 30" CONC S=241.58' 91.SSMH 28.CB STD GRT RIM=268.69' RIM=271.39' 59.SDMH 8" PVC W IE=256.14' 12" CNC N IE=268.44' RIM=247.14' 8" PVC E IE=256.24' 15" CMP W IE=266.84' IE 30" CONC N=242.79' 12" CMP S IE=268.59' IE 12" CONC S=242.79' 92.SSMH 15" CMP E IE=266.94' RIM=279.22' 60.CB STD GRT T2 8" PVC NE IE=270.07' 29.CB STD GRT RIM=246.62' 8" PVC SE IE=270.07' RIM=261.79' 8" PVC W IE=269.97' 18" CMP N IE=254.54' 61.CB STD GRT Tl 12" CNC W IE=254.74' RIM=246.40' 93.SSMH 15' CMP E IE=254.49' IE 8" PVC W=244.80' RIM=283.22' 30" CMP S IE=254.09' 62.CB STD GRT T2 94.SSMH 30.CB STD GRT RIM=247.09' RIM=283.21' RIM=257.27' IE 30" CONC N=241.69' 8" DI N IE=255.47' IE 30" CONC W=241.69' 95.WATER/OIL SEPARATOR 12" CNC E IE=255.27' IE 30" CMP S=241.69' 8" CMP S IE=255.42' 96.WATER/OIL SEPARATOR 97.WATER/OIL SEPARATOR HORIZONTAL DATUM HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF FEDERAL WAY. FEDERAL WAY CONTROL POINT NO. 6889 WAS HELD FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 6889 AND CONTROL POINT 6876 WAS HELD FOR ROTATION, BEING NORTH 01'34'24" EAST. VERTICAL DATUM VERTICAL DATUM FOR THIS SURVEY IS NGVD29 PER CITY OF FEDERAL WAY. FEDERAL WAY VERTICAL CONTROL POINT NO. 6889 WAS HELD FOR ELEVATION, BEING 248.01'(NGVD29) LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) ®� SURVEY MONUMENT (AS NOTED) SECTION CORNER (AS NOTED) SET REBAR/CAP (LS#45789) 0 FOUND REBAR/CAP (AS NOTED) 0 SET 2"X2" HUB/TACK LINE STAKE MAG/WASHER OR LEAD/TACK (AS NOTED) -1 BENCHMARK LUMINAIRE (LUM.) YARD LIGHT ORNAMENTAL LIGHT o-- TRAFFIC SIGNAL LIGHTS 51 POWER METER =0- POWER POLE 0 JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE ❑ CATCH BASIN (CB) G STORM MANHOLE (SDMH) Q SANITARY SEWER MANHOLE (SSMH) 0 CLEANOUT (AS NOTED) ❑O GAS METER pv4y GAS VALVE pa WATER VALVE (WV) 0 FAUCET �T4 FIRE HYDRANT(FH) / CONNECTION(FDC) WATER MANHOLE H WATER METER +� BLOW -OFF / AIRVAC MONITOR WELL Q SIGN D IRRIGATION SPRINKLER DIRECTIONAL ARROW C�. HANDICAP X CHAIN LINK FENCE WOOD FENCE - ❑ - HOGWIRE FENCE -***- SILT FENCE -- O METAL/IRON FENCE -�- GUARD RAIL/CABLE FENCE - w - w - WATER LINE -G-G- GAS LINE -STEAM - STEAM LINE -T(xx)- TELEPHONE LINE (OH) OR (UG) -P(xx)- POWER LINE (OH) OR (UG) _SD - STORM LINE -ss - SEWER LINE ROCKERY KEYSTONE WALL G DECIDUOUS TREE V7 CONIFEROUS TREE TREE DRIPLINE OSCHRUB 4 -a CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT BUILDING LINE ABBREVIATIONS (R#) REFERENCE SURVEYS (OH) OVERHEAD (UG) UNDERGROUND (TYp) TYPICAL (C) CALCULATED (M) MEASURED (RD) ROOF DRAIN T N w w > Co Z = u_ 0 0 0 V w rn o CL Q to Q Y Z C, C) cc UJI = w o(5 0 H ¢ cow Q Z r- z a ui w O o ® Q LL � 0 Q Q Q cc. Z S O Q *- v mNLu >- Cc LLL IQ- Q W CD CD CD d = 0 m m = 0 li 1-- m m 0 U m 0 V Z c~r, ) m a. rn \ 04 • ■ r` rn � N - 6 LL 0 N c O 0 N II tU U U)'- > o 0 II rn > r6� p7 U 0 rn o a a' c 0 Q L V • � N � m .0 V) r Llj O m V t Q , V rf L0 L_ C L0 4,.d ins m 0 V 00�� (D M a� E: •� z 0 o _0 N vi a) X 0 0 E� II N U E a �t I rn 0 N 7 ai i= 0 0 rn N 0 z to O 0 r 0 0 T N <n 0 rn 0 0 0 0 0 1-1 3". BOUNDARY AND TOPOGRAPHIC SURVEY HORIZONTAL DATUM HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF FEDERAL WAY. FEDERAL WAY CONTROL POINT NO. 6889 WAS HELD FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 6889 AND CONTROL POINT 6876 WAS HELD FOR ROTATION, BEING NORTH 01°34'24" EAST. VERTICAL DATUM N I`� VERTICAL DATUM FOR THIS SURVEY IS NGVD29 PER CITY OF FEDERAL WAY. FEDERAL WAY VERTICAL CONTROL POINT NO. 6889 WAS HELD FOR ELEVATION, BEING w w 248.01'(NGVD29) C J I C%) I HYDRANT fO x 2a4.aa Z2�1 x 282.30 a 90 x\282.7 % 28T02 4! I� GREASE TRAP 2az:2 �\ 52 M'DRW x �289.2280.bt 280.85 5�274.14I I 731 II �16 2d0.52x _ s0 \\ 273.7 '274.08 274.84 275.20 275.55 88 276.26 276.61 276.96 217.30 27T% 27 1 278.12 27636. 278.67 278.90 279.13 279,321� 279.50 279.69 279`661411 280(IS21 80.58 EXISITING (NO VISIBLE LOCATES FOR SS LINE) x 282.35 280.6t s1D ` ` x 281.42\ 9p � BUILDING I ��SS x 282.48 � 282.30 �44 Z853610 x 282.38 1po - 291.79 ep GAS VALVE / /� f 2� zez.7, -�- SDI SD -�" 97°---.SD SB.-'$�'��BSD- SB«•aii.4�D ..._/`.1 SD -�m^s 27 e�p.z2b.a4 _ / `'S ..,,_z7s.27 _ - \7 _ 2MM2 MAILBOX! ° zees / / J 28738"�' SSCO x 282.50 tPQ �L / / /..■s/� 283.07 282.76 /J /� Z9 I 8312 x x 2 . 2 O 283.04 x 283.03 95 6 97 282.59\ $$ �7 ,$ - -- $$ - $$ -- SS SS - SS -- SS -- SS -- $$ - $S - SS -- S$ t �t C 95 a x 282.99 ® 2a3.06 G (� /y/� Q''�y� G ,;G 282.69 ss '00" 1."VJ/.6 �' .„ . 3 282.87 283.39 x 283.0 283.27 SSCO/!�� SSCO �t&& < 283.36 ()283.19 0 0202�a . 1 �82.89 C®C282.667 � x 273. 274.12 274. 0 274.85 275.23 275.59 5.92 276.27 276.64 276,94 277.30 277.62 ?77.92 278.25 278.57 278.Hii 279.09 27 . 0 279.45 1 279.64 27 . , 80.i1� _ 4 2 SSCO 2 2.79 997.85 �• I I 2Ss x 281.65 282.40 ° a eR . $�� //T/T%T7 TT�T//T/T/ 917 a Q TlTT/T/7-/T/ ITT/T/T/T7TTlT/T/T/T% 92 !! �' ss INTX PER PLAN �� a\ SIG \� sS 4ff82 (LID ILLEGIBLE)GAS \ \ 27(&52 V276.25 279.54-'+-18. . :fir e 821 75 SIGN METER `�� �Gx 2a2.29 \ n/ I 7�3 t 2or v623 v959 `a 05 UTILITY a N APPROXIMATE INTX so so o6VAULT ° �a / POR GREASE ER SAWCUT LINE / / \�0 281.56 35 17 282.08 / 297.71 27J.62 273.99 .274. 274.72 275.07 275.44 � .10117 x 282.43 28g2;H0 Ia 275�82 276. f 4 276.53 Tu 277.59 7792. 278 24 278.59 278.90 279.28 279.56 280.00 280.32 280.56 80.86 � � i93 9e 283.03 / � V) 77 J \\ 297.13 \ j a tr \ I 4 + ( 282.30 N .t2 q , N / 2 �6 273.64 274.02 274.3� 274.72 275.08 275.47 27 .83 276.23 276.63 276.97 277.34 277 67 278.02 278 26 278 63 279.41 279.46 2 .85 280.22 280.54 280.87 281.16 $8 7¢ g8 , 82.27 280.35 88 j,"'T .76282.46 / / za27o�s I°a NO EVIDENCE OF LOCATION OF / \ 20B INTX W/ROOF DRAINS 276.98 � Q � \\ 7494 �o f a 283 5 (BUILDING CANOPY HAS CHANGED �� .4 9297.65 2 i a / 280.36 x 2 0� \\ 16 N a z76s7 P Uc P(UG)281.47 8 _ N SINCE PLANS CREATED) a tCa ° 260.68 I a ° TRASH ° t x. k5 t. �c 2B 1H 47 x 282.72 2�� °° 7 VVV ° ° °x 280.74 ° ° 1 _ COfv1PACT0 73.563.89 274.23 274.60 274.94 275.26 ' 276.83 277.20 277.52 2 7.89 f (� .38 6 - z 280.24 COMPACT 276.57 { 278.21 278.48 276.07 279.25 279.61� 280.06 280.41 280.78 261.05 $ 142 R8 .2 a °. ° ° 297.70 �° (/ Q22 2e�i9 4 (� 2 a- t0 1 111 � a � N 280.95 \ 279.84. TEL POWER JBOX 3.49 27.85 274.22 274.574.93 275.26 275.66 276.Oa 277.45 27Z 9 278.14 278.43 278.86 n SWITCH ° �\ 276.42 276.78 277.10 279.31 27 M 280.02: 280.37 � - ° a �1.� 28 ,4 VAULT f N zao.eo 2e, 09 281.43 282,3 x 282.75 2 a ° GREASE TRAP 2sa 5. ,a 2e5.50 28251 i y3x ?632 29 8.38 �.° PO� a� .at pp55 ° 281.45�(SG) 287.50 :Oti 16.16 -- 279.77 SIGN 282 °- I g4 x,®3 3.2 .4 a8D T(UG) T(UG) N - T(UG J721T T G) . G) 279.77 2. ' '282.56: ° I' ;SS0 ° / / / 5 8 V) V 51 ' T(NG) T(Uc 8-8138 /)� SO TRENCH ISO , I T 283.5 � ULT ) 282.64 .,� .18 / 82.03 2 N 48�T(UG} a 283.ODa 3.32 57 7392 274.25 274.57 4.95 275.30 27566 276.03 06 277.38 277.7 278.09 278.44 278.92 279.37 82.a3= :. 279.68 280.05 280.38 280.74 281.11 @82.24 ° ! °° ° \ H C 11 299.51 y + 4,1 / 7' I I I I BUILDING I �I I .gB9Y I^ / za2.31 z r JBOX r, 4 COLUMN (TYP) xzaz.n na "° I Ix 273.7p 27410 274.44 274.1 275.14 5.50 5.88 276.26 276.62 276.99 277.34 27T70 278.00 278.39 278.81 21021 279.48 la 0280.6t 280.97 82 282.72 66 7 87.2.45 > 282.54 N J / N \ (JH 276. a ° / ' z 281.92 28L86 z 282.2k. (UG) rn 6 n. e"o SIG , 28�IYDRANT s .e8 '0a2� za 6 EXISITING / 29719 /n1I N 2 - 279.62 , g2-- 82.46 x 292.74 a 1B - BUILDING ®2 ° y / 281.78 BUILDING n O x � ,. � ak. 'az:e9 -� zazsa a OVERHANG I \\\\ 27 .84 274.18 274 6 275.27 U3 o 276.02 276.36 276.67 277.05 277.39 277.7 27807 278.37 i, 27870 3t9.13 279.46 I.89. 280,18 280.57 U 280.89 W 2 28 96 / 281.36 N 281.20 x 281.59 SD TRENCH c I I I ; t ' za .9 � / 0 / 9 6 y z8L 298.84 In j I _� 94 � HYDRANT 273.96 274.30 2�4.66 N 3 ° a ° 83.43 � 4a� ° a- ^ ° D 1 281.30 7 2j5.03 275.36 78 276.,6 276.48 276.80 277.09 277.42 277.7 278.10 278.42 278.92 779.`_" 7,68 280-0,3 280.37 280.72 28,.00 28728bc4 . �_° a° ° 2 e < ° I 280.85 a ° Z a 0.92 WATER 282�'I 316 28342 x 4 I I wArER�c`, 6,8z, / SIGN VAULT �°� w9 .32 /I a a ` :9L 199. °2790� • ° ° Y I 280.90 N 280.57 276.78 279. 2 282 ° I - a 63.39 / ' •I Q Q I / 29H.14 -�� - -.. 2 28246 28 .98 / ¢ • U' [p •27�89 • 279J8 279.77 G U 279.80 h Q I 82.36 - �• ° Q .• x 8k 7 k a .f 2.6 °83 0 - O- • 0 O' O 2�7.98 J J 274.22 274.57 274.91 2S.27 275.57 75,93 276.29 276.68 27T00 277.26 277.64 277.99 278.31 x 278.65 279.01 gi9.36 279.70 280.08 280.52 280.84 28,.16 9�� ° t I $ I fl82.t � .' ° � ° ° ° 80.46 .970.70 ° °• ° I° a ° 38 a ° 28 3® 33gg a 2 I 9 36 a 79 rn ! ; 2 .37 a ° 280.18 a_ G 44 '+ j .8 °� *1�2-63.12 e d ° 2 .33�869 / a 2a °a2-2797PG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UP(UG) P(UG) ; o274.36 ° 283 5..12276.42774277.05 277.33 277.68278.04 278.43 278.68 279.13 279.46 279 9 280.16 280.50 280.8281.0 282.14 oa 297.10 B 9" 28472 282.50 284 0 SIG 282.52 r x287.32 80.66 277.28 79.94 8.97 28�Z96.58 277.37 x 282.71 283. 9 R/ \° 1 192 � 54 282.66 . 6.57 1x7 8 11 .�91x 282.68 283 0.10274.84 275.19 275 5 276.24 276.57 276.87 77.19 277.51 2777 278.12 2842 27874 279.13 279.45 $19.7 280.0280 8 73 1.0281.40 y 82 61 29797 a '4.76 1 - x 282.86 2 \a 139 __ter. 2h� c��II h / 282,11 z 276.70 x 278.25 x 7 ''90 ® 282.92 x 282 28 x 281.62 / 88=78 /61 282.27 5274. .88 275 6 4} �.. 8 3 i GAS R� r I I � rr �< °a 08 4 0_ 8283.t8 x 283.32 29836a 298-54 x 282.95 28f 04 ° 73Z75 x 28 . 6 -� OQRl7e° a a / 4 / / h ®284.54 � 283274. aa R 06 :20 < a -- ° I /9 28 7 SD TRENCH GARAGE / POWER DOORS hR sD R t Ll LL �G�/ 3p ` x za4.7e / 1 x 279.35 28a. 0 �,31�VAULT x 276.31 > 87.06 x 278.19 x 280.77 i3.4 2 .A1 `� JJx 282.33 x/283.95 \ S 283.4 • i \, Q §.57 20 / D �` S yQ �4.92 .39 ,( 284.90 298.72 285.05 .482.95 _ 3.21 ,f x 8284 84.66 --E °a . �5.1 � N J 284 276.65 276.99 27.32 277.64 277. 278.35 278.71. 284.25 I $D 1 yy,�2��[g_, ✓ s xyyy/7��g2.. ,�1,j�,�, x�:b� ""'72 BOLLARD ; 7 x.4E`�25c x�q¢7Z82.38 "T� / 4' 4. I 1 / SD 61 x 282.46 ;_2.,4 x 8Fg2.97 I /. (�) 1 279.05 279.37 279.68 279.99 28034 280.69 281.01 281.33 28+.1 282.05 282.37 282.70 283.07 283.34 283.66 284.00 264.b �'�' $D � z �._.,......_.__� 2.75 �� x 5 x 283.2 1 288.24 � '� 2 O6 28205 .39 � �.�,� � �1 $D--_ 28207 2�14 282.27 282.35 �8282. 282.85 283.0 7 �4.88 i a, -�$ J yO 7&-9<�. \� / �� 1'. :h. 287 2285. Y -, z.oa i 2d2 28 6 r �, -. �� - - 4 " ,_ �• \\`•� 28R8 64 Q� 8 � � � Q Q� S\�.. `C �' $a x 1 � 28,.24 28' SE 281. 7 ' .80. 28292 833 x � Q 286 00 1 2 a ° ° °°- - -� 18 TEL WATER DOUBLE ISIGN RISER METER LOT LIGHT \ N I � I � W I W (n V) Q SIGN,' �Q ;`,, =� �Q oQ\, SD SD82.e0 z9s.31 15 8 zas.a37z . D S zSD SD SD - SO 84 - es - S i � \\\ \ 7T84.2 11 e C91 '251702.99t ° t a �,5.23 31' 7 297.84 N88'e ° TEL SIGN 16_ __su-- 14 VAULT 14 \12 l >< $msQt scri / 2� � 1 298.96 �- 86.99 I 28 ,98 •fir �� IY1287.48 Y V 287.60 HYDRANT • LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) ®� SURVEY MONUMENT (AS NOTED) SECTION CORNER (AS NOTED) SET REBAR/CAP (LS#45789) 0 FOUND REBAR/CAP (AS NOTED) 0 SET 2"X2" HUB/TACK LINE STAKE 0 MAG/WASHER OR LEAD/TACK (AS NOTED) + BENCHMARK - LUMINAIRE (LUM.) YARD LIGHT ORNAMENTAL LIGHT o yll>k TRAFFIC SIGNAL LIGHTS POWER METER -0- POWER POLE ® JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE ❑ CATCH BASIN (CB) ® STORM MANHOLE (SDMH) O SANITARY SEWER MANHOLE (SSMH) 0 CLEANOUT (AS NOTED) n GAS METER GAS VALVE yD4 Ix! WATER VALVE (WV) FAUCET �T4 FIRE HYDRANT(FH) / CONNECTION(FDC) ® WATER MANHOLE ® WATER METER m- BLOW -OFF / AIRVAC ® MONITOR WELL 171 SIGN D IRRIGATION SPRINKLER DIRECTIONAL ARROW HANDICAP X CHAIN LINK FENCE WOOD FENCE ❑ HOGWIRE FENCE -*** SILT FENCE p METAL/IRON FENCE ____o___1T_ GUARD RAIL/CABLE FENCE -w-IN- WATER LINE - G - G - GAS LINE -STEAM STEAM LINE -T(xx)- TELEPHONE LINE (OH) OR (UG) -P(xx)- POWER LINE (OH) OR (UG) -SD- STORM LINE ss- SEWER LINE ROCKERY KEYSTONE WALL G DECIDUOUS TREE CONIFEROUS TREE TREE DRIPLINE °a a CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT BUILDING LINE ABBREVIATIONS (R#) REFERENCE SURVEYS (OH) OVERHEAD (UG) UNDERGROUND (TYP) TYPICAL (C) CALCULATED (M) MEASURED (RD) ROOF DRAIN w N w w > Z 0 LL co o o .T ZO U 4) - ` 0 Z � T i T LL Z H Ld r 0 :2a c0 � p U w Of CD ui i z o o a Lu 'S?� w LL a w O 0 -j tL o Q M L�i Zw ¢ T O T w ¢ coN LL >- 0 o a G= 0 m m Q z - LL CD �oM m U W Z V)U m a N \ 0 • ■ 0 t\ N - 6 Q a w w U- 0 ■ ■ 0 V N ° + _ C O 0' O U U cn 0 r > In I I 0 Y ml 10 X N 7 O` 3 U O CLU) E 0 U Q 0 0 L0 II r ' E � V O E 4 � I •� 0 (Ao rn w > 0MM fA Y) W 1714 •� ® 0-) c 1a M v 1� V�ll � N 0 0 Z 0 0 I- 0 T L V) / E 10 z -c o M � 0 a� SOUTH 320TH l a 9 mn T m—m iaM 0 LEGEND Z W SITE / ,8 FEDERAL WAY COSTCO SOUTw 352ND � 1lm=30' NOT TO SCALE 0 15 30 60 VICINITY MAP S88'35'00"E 470.00' O _u 10 STOII „ 18 0 11 II it II II II I II II I „ II II III it ?''" , PROPOSED STORM IMPROVEMENTS PER SEPARATE PERMIT I ""' 101" - ll ° =J n u a II a PROPOSED IMPROVEMENTS a _ PER SEPARATE PERMIT II II II ,I I li \II If II I II II , II a I II II II II II 11 I a I II II II 11 r , I „ „ ° n II 11 II ° II II II 0 II II 11 t� II p _ u O " ff 11 ;' °• II 11 I O O` II II I II II 1 C � II II a• '�...-/ f 1 O \ I = II n " ° a \ \ 1 0 PROPOSED IMPROVEMENTS PER SEPARATE PERMIT V O ° 11 0 0 \ I ^ll L--- II i - - \ PROPOSED CURB EXISTING LOT LIGHT QQ PER SEPARAT PERMIT TO REMAIN 5 ' n h o I ° I EXISTING TR E i ---- --__:-=-_t TO REMAIN , :r 11 I---- - - ' }� < • ' • ii ii � I V Q •, d 1. .a '. O � . P � II ,I ' �. 9. °� • o II 11 � 1 I I ° EXISTING PAVEMENT .. • a ©. TO REMAIN 1 I PROPOSED AS STATION °•: IMPROVEMENTS PER SEPARAT PERMIT rr Q I O O 0 ` - - - EXISTING TREE \ ° TO REMAIN PROPOSED CURB - 7 EXISTING TREE SOUTH 352ND STREET COSTCO WHOLESALE TIRE CENTER RELOCATION AND ADA 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 EXISTING TREE TO REMAIN EXISTING LOT TO REW EXIb I INN I Ktt S88'35'00"E 637.61' 0 o � r L� EXISTING TREE I I I r FXISTING TREE , 17Y l� ■ 1.\ 1 ��.9 � ��'�.zrri iI ni N r�l .\ I TIE IN SIDEWALK TO EXISTING SIDEWALK TO NORTH_, a EXISTING COSTCO WHOLESALE BUILDING ----------------- _ EXISTING CONCRETE _ PROPOSED ASPHALT PROPOSED CONCRETE EXISTING CURB -- EXISTING EASEMENT PROPOSED CURB EXISTING EDGE OF PAVEMENT - - - - - - - - - - - - - - - - - - SAWCUT LINE SD -- - EXISTING STORM DRAIN ll4 _Q� PROPOSED SPOT GRADE _ W EXISTING UNDERGROUND 1.5% PROPOSED GRADING SLOPE WATER LINE EXISTING UNDERGROUND 4. tM MATCH EXISTING T TELEPHONE LINE P(UG) EXISTING UNDERGROUND POWER EXISTING STORM DRAIN CATCH ❑ BASIN • EXISTING STORM CLEANOUT EXISTING WATER VALVE (WV) -EXISTING TREE - OWNER CML ENGINEER COSTCO WHOLESALE BARGHAUSEN CONSULTING ENGINEERS, INC. 999 LAKE DRIVE 18215 72ND AVENUE SOUTH ISSAQUAH, WA 98027 KENT, WA 98032 PHONE: (425) 251-6222 FAX: (425) 251-8782 CONTACT: MEGAN E.S. PALMER, P.E. DISTURBED AREA SUMMARY* - TOTAL AREA = 86,800 SF EXISTING PROPOSED IMPERVIOUS: 85,233 SF 84,122 SF PERVIOUS: 1,567 SF 2,678 SF QSITE INSTALLATION SCHEDULE 1. PROPOSED 5,658 SF TIRE CENTER ADDITION 2. PROPOSED HEAVY DUTY ASPHALT PAVEMENT. 3. PROPOSED LIGHT DUTY ASPHALT PAVEMENT FOR PARKING STALLS ONLY. 4. PROPOSED CONCRETE BARRIER CURB. 5. PROPOSED 6' CONCRETE SCALE. 6. PROPOSED ARROW PAVEMENT STRIPING. 7. PROPOSED PARKING STRIPING (TYP.). 8. PROPOSED WHEEL STOP (TYP.). 9. PROPOSED ADA SIGN (TYP.). 10. PROPOSED ADA STRIPING (TYP.). 11. PROPOSED BOLLARD. 12. PROPOSED MAXIMUM 2.5FT HIGH RETAINING WALL. 13. PROPOSED CONCRETE PAVEMENT. 14. PROPOSED CART CORRAL. 15. DRIVEWAY RELOCATED WEST APPROXIMATELY 30FT. DRIVEWAY PER CITY OF FEDERAL WAY DETAIL 3-7. 16. PROPOSED PEDESTRIAN RAMP WITH HANDRAILS. 17. PROPOSED CURB AND GUTTER PER CITY OF FEDERAL WAY DETAIL 3-4. 18. RELOCATED STOP BAR. PRELIMINARY SHEET INDEX: 1 - PRELIMINARY SITE PLAN 2 - PRELIMINARY CLEARING AND GRADING PLAN 3 - PRELIMINARY GRADING, DRAINAGE AND RIGHT-OF-WAY PLAN 4 - PRELIMINARY STORM WATER IMPROVEMENTS PLAN 5 - SITE CROSS SECTIONS L1 - PRELIMINARY TREE PROTECTION PLAN L1- PRELIMINARY PLANTING PLAN L1 - PRELIMINARY PLANT SCHEDULE AND DETAILS 0 co C z � ) vVA' 0 o Q o a- �: co a a m D W N D 0 a ca Q LLJ v m U �m 0 N04 N 04 W � o ■ �z 9 W �z Q U i" Q Q Q z Z0 Q LL c w W U z V, 0— W Ill Ill LL o o U 0 ro cr) W 1 Q'^ o C0 / W J a o ®a =W� N O U � Q O U — P I I I <u X c7 Z 0 0 0 M V Z N o > = u a 0- 0 N V) c m > Q �+ C u 0 0 1` O U Q 0 0 N E o N V N c � 4-1 i N � : o LO a1 W a N to = QO0ON -pOIN coo io c t s � r 0 Ln 4-1- N o iv o co � N m V Y 0 N 0 N 0 E Q / L (o Ell / 0 3 o Z 0 r 00 O � N / N i� CATCH BASIN INLET PROTECTION CATCH BASIN INLET PROTECTION I u u l u ____---- m — SO , ---- ___-�____ SD — SO — SO — SD — SO — 5U--- JD-- Si)— SO---- Sa-�--SO -- SO -------- i I � sa 55 �— SS — SS� SS —e 38'31' EXISTING TREE TO REMOVED PER SEPARATE PERMIT n IG) T uu) o I EXISTING TREE TO x REMOVED PER \ SEPARATE PERMIT CATCH BASIN INLET PROTECTION I ` Q / , p II \\ V o —/5D—SO SO — SO ' SO — SO�— SD�V—SO — S'0= —w —w ��v6' w— -w— w_ w w'—.�!-1—w 25"E 12 _--'� —aa JS—SSSS—SSSS=SS— Ss — SS — SS — SS — ss— SS — SS — ss —ss — SS —SS —SSSS— ss SOUTH 352ND STREET \ CATCH BASIN INLET PROTECTION lu" EXISTING COSTCO WHOLESALE BUILDING YSO SO so SO St PROTECTION LEGEND EXISTING CONCRETE ✓ ------------------ EXISTING CURB t t ».::;tip ;�'•. :• ; •f EXISTING EASEMENT EXISTING PAVEMENT TO BE REMOVED EXISTING CONCRETE PAVEMENT TO BE REMOVED SAWCUT LINE PROPERTY BOUNDARY CATCH BASIN PROTECTION PERIMETER PROTECTION TREE TO BE REMOVED EXISTING GRADING SLOPE EXISTING STRIPING TO BE REMOVED (DSITE DEMOLITION SCHEDULE 1. EXISTING ASPHALT/CONCRETE PAVEMENT TO BE REMOVED AND DISPOSED OF OFF -SITE. 2. EXISTING CURB TO BE REMOVED AND DISPOSED OF OFF -SITE. 3. EXISTING LOT LIGHT TO BE REMOVED AND DISPOSED OF OFF -SITE. 4. EXISTING TREE TO BE REMOVED. 5. EXISTING SIGN TO BE REMOVED AND DISPOSED OF OFF -SITE. 6. EXISTING FIRE HYDRANT TO BE RELOCATED. 7. EXISTING 12" STORM DRAIN TO BE REMOVED. 8. PORTION OF EXISTING 18" STORM DRAIN TO BE REMOVED. 9. EXISTING 8" STORM DRAIN TO BE REMOVED. 10. EXISTING STORM DRAIN CATCH BASIN TO BE REMOVED. 11. EXISTING STORM DRAIN CATCH BASIN TO BE ADJUSTED TO FINISHED GRADE. 12. EXISTING PAINT STRIPING TO BE REMOVED. SANDBLASTING AS NECESSARY. 13. EXISTING BOLLARD TO BE REMOVED AND DISPOSED OF OFF -SITE. 14. EXISTING WATER VAULT TO BE RELOCATED. 15. EXISTING CATCH BASIN TO BE RELOCATED. 16. PORTION OF EXISTING 6" SEWER LINE TO BE REMOVED. 17. EXISTING GREASE INTERCEPTOR TO BE RELOCATED. Z J = (L t0 Z Cl) C'7 y Q 4' Q OOD V Q U cc a 0 Q 3: Q D Q J m_ Q N � W N W J U- J Q < O a U W U U [r ZIll ® to w Y Q W �, O M v z O LL O v 0 W t'7 o a. 0 z W � J N Cj) W 00 W — 0) J ® Q W p J a U � a (j) 9 O U9 U — !I. (n 0 C O x M V j Q Z a 0) N _ o�i m o < C Y O 3 U r C 0 0 U Q c c cc V G C v m N W C 0) 0) � m � r ' • -0 to <\>Lr) L C Lf) 4 N m O U c`n W r— I M cc 0 '^ z O m N O Mil 11L PRELIMINARY DRAINAGE, GRADING, AND RIGHT-OF-WAY PLAN cOSTCO WHOLESALE TIRE CENTER RELOCATION AND ADA 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98^f% COSTCO FACILITY #61 It --- --- --- ,�— SO SO — SD -- SO —�SD — SD — D-- S9'^- SO SD-^�-SJ-- SO —SD --SD -•--`S --ISO — �� SD-- SO y-- SDI-- SD SD�� SD SO —SD -� SD ----SD ---SD SB —68--- SD-- S8-! SD SD —SD II oJ O ' 11 I S8835'00"E ,70.00' ` S88'35'00"E 637.60 0ff 2i t �.' !l ; I __= --------I`-- o � STOP O II III O II II L_=_J \\il N II II I it II —_________ II ,/ PROPOSED STORM IMPROVEMENTS \ ' PER, SEPARATE PERMIT I i 1 \ N N II ssp I ° I \ � o ° Ln PERMIT , u r 0 ��__1 0 0 o O c EXISTING ROOF DRAIN TO REMAIN EXISTING ROOF DRAIN TO REMAIN oil II �I ►1 L..�I t 4 \ III t ,. I 1 RELOCATED GREASE �r� \ so \ _ I I I i EXISTING CB INTERCEPTOR \� Q ;(� I EXISTING CB ; 4 8%- 1 TO REMAIN Q y II' I TO REMAIN , PROPOSED STORM IMPROVEMENT EXISTING PAVEMENT I I �° � PROPOSED 6" SEWER LINE � � TO REMAIN P R SEPARATE PERMIT I ( I 1 PROPOSED SEWER 11 1 =O 1 4.9% U CLEANOUT Ll o r r r 1 o EXISTING ROOF DRAIN L o Q I o o I` TO REMAIN c I 11 II � � � I � � '•�� 0 it C` ° { 0 �{ N I r a c II I EXISTING CB I 4.0%I' EXISTING COSTCO I TO REMAIN I I I I 8 a WHO BUILDING II II ° `�� N � N 1 0. .. I FF EL-286 9+ 1 .• I II „ I SD 0 ( -1111 El. 11 1 1H 3 9% o I��:.. N I/� `\``\r_ (UG) (UG) UG O _ _ r= P(l.G i._ 14— G) PROPOSED TIRE CENTER EXPANSION I_ o FF EL=283.35 1 } O // EXISTING PAVEMENT I PROPOSED STORM IIu�pROVEMENTS PROPOSED TO REMAIN 281.03 k ,{ I PER SEPARATE PERMIT STRIPING IEXISTING WATER ° ° _ , EXISTING CBt. 00 / VAULT TO BE a _ ( bROPOSEb TO REMAIN NI ` 01 t RELOCATED Ic \ ' 12" STORM ' ,CO ' ♦ 9 g a _ / o i tt r I -LL �_ / \ 6 „ DRAIN EXISTING 12" `� — w _�aa_ �--- P�6-0S�D STORM DRAIN = ,1 6007 s N \ _ a CATCH ASIN T VAULT = / 6d'9 �9 �y w 01 �G ! PROPOSED 6' 1 /♦ 1. ° J CONCRETE SWALE 7 •4 ♦/ I . I ' I / 1. 4 t .5% ° PE`ZOPOSED CURB �G --- - - -- f g - PER SEPARA7 PERMIT - - - ' 1 — •`.) G) ' � �( 7 F r,,_1 -�-- .ra t _. __ -__.. _.. (Fu S;. iu'JG;.J •- ;Ut,��i ._-`� a 1y JG I 1 /// I � I/ 4 1 Q n/ g `�O , , / I / /2.9% ••' . .r ---- J l u ! J .. 0 7r It It u PlO OSED P OPO ED STO M I t r ...' �. Sp MANHOLE. rr DETENTION VAULT / s + �. �y - f .•a Sp SE SHEET v T�2 E s r I / r [ ° ♦ I 4 u p -- -_ � A •_�: - \ �� ;;� +# ; � ; ;1 TO REMAIN , 's 1 280.55 81. 4 ,J �o/„ °...: 00 N / I I • a , ` I I; ° _J/ / I N i 6, i `� 62gs'' cb 71 • . .••'" PAVEMEN� EXISTING � �9 � `i � 3 1 1 1. 4 . � .. - : •:1 •' ;;'N - TO REMAIN 1 / / i ; o •' I ° f®Y •p •i ° � O u � t i ! ' - - - - - - 1 IY I / { 1 / � ;j ® ® � r' j ° °" •°. • ( ° o' 4 0 3 o 1 PROPOSED 18 , L . t a ^-' °D , �P OPOSED GAS S ATION 2 «I/// 11 STORM DRAIN t I I /�: a ' „ / , I , 1 i 1 is , t ' IMPROVEMENTS PER „// ` 3 I / i f ; / ®'G < / - I °•... s° SEPARAT PERMIT a� N �\ i a 8g / PROPOSED ROOF I' 1 �y� �O '" \ ;% ' ' ' ' I ; , - , r / I I/ 78 r. �a • a , a.; DRAIN p'3 .� f ; PROPOSED RETAINING WALL ._ o sD -- ski` •_ _ " o i ' ; / ROP S D FLO `' • a D O - - - - CONTROL MANHOLE - i 5.8� �4 .. __- -I o°c O N-1 PR�POSED / ,--------------------------------------------------------- 4 r - I) • �,�'' MANHOLE �� �g ' � � .39 ® ' �/ •b •'.' f N 50 __----- P OPOSED CURB - R S PARATF� R POSED 18Si so - ' '� �' ♦ ./ // /:' I P 0 " ,F �.•,� I-284'' '� 3 4.Sq t SD - SO sp 63' �- _ 0 O 3 t / STORM D �(----------- 0— o— s ❑ I' ♦ I RAIN .'' I 1 \ --n 38'3t' "W 175. / - I ROPOSED CATCH BASIN — _ — I I 7 E l I I 7.5% r` Y� . P -- - S T I s '.. N78' g' c� '' --- 4 i O o 0 �T- yam, I 6' 0 0 --- - --- -- -- ---- -- - - - ------ - XI .... :.N88' 201.46 STING E! VAU! REMA IN, _ ,• TO `-= 1 9 -C --- J -__ ->-_ • , .:.,. :° •,. _ --- __= S'F=��-==-.;rSD====S%=== ��a_��,_�TS--S�--=S.'' =- —�-- S$-- --�8----s��3S=—��ate=—�b=—�'=�t,�=—�__�`5TF'S�=-- --- -_- - --fig---�D=- 4�- • r 0 SO SD — SO ( SD — SD SD -�- SD �SO` ="• ==gB= sg-�=5¢ w--��-•....--yD-.�-fig' -� - - - - - - - - - - - 5� y,v —v \ EXISTING CB w —f +— w — w — w w —f+ w o TO REMAIN S88'3 25"E 1221`98' PROPOSED ASPHALT PROPOSED CONCRETE p PROPOSED CURB ------------------ SAWCUT LINE PROPOSED SPOT GRADE 1.5�_ PROPOSED GRADING SLOPE 4 t MATCH EXISTING EXISTING CONCRETE EXISTING CURB EXISTING EASEMENT EXISTING EDGE OF PAVEMENT Sp EXISTING STORM DRAIN EXISTING UNDERGROUND W WATER LINE EXISTING UNDERGROUND T TELEPHONE LINE P(UG) EXISTING UNDERGROUND POWER EXISTING STORM DRAIN CATCH BASIN EXISTING STORM CLEANOUT EXISTING WATER VALVE (WV) SITE DATUM HORIZONTAL DATUM HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF FEDERAL WAY. FEDERAL WAY CONTROL POINT N0. 6889 WAS HELD FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 6889 AND CONTROL POINT 6876 WAS HELD FOR ROTATION, BEING NORTH 01°34'24" EAST. VERTICAL DATUM VERTICAL DATUM FOR THIS SURVEY IS NGVD29 PER CITY OF FEDERAL WAY. FEDERAL WAY VERTICAL CONTROL POINT NO. 6889 WAS HELD FOR ELEVATION, BEING 248.01'(NGVD29) s LL 0 C V) 0 C N _ M II V ` z - a N � Q Q O` O+ 3 U O a� a -- 0 p� O U Q `'- O N O N � V � C14 � V V� E Q� 4 D t O Im Ln = uj C to Q CIO N -+ �MN mct>.0 C: U) 4- N i� i� O N 00Se"T N N m V 0 c E z O t o c cc c N �I C SOUTH 352ND STREET ROUND MANHOLE COVER MARKED "DRAIN" WITH LOCKING BOLTS. SEE KCRDCS DRAWINGS 7-022 AND 7-03 RIM=279.51 TOP OF RISER=270.62 ORIFICE #3 -- DIAMETER=0.69" IE=268.79 ORIFICE #2 DIAMETER=1.14" IE=268.33 HANDHOLDS, STEPS OR LADDER PER DETAIL KCRDCS DRAW NG 7 011. I 8" SHEAR GATE WITH ROD. SEE FLOW CONTROL ISOMETRIC THIS SHEET. iv 12" OUTLET IE = 265.12 ORIFICE # 1 54" DIAMETER=0.74" IE=263.12 CONCEPTUAL COSTCO WHOLESALE TIRE CENTER RELOCATION AND ADA 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 DETENTION VAULT PLAN VIEW SCALE: HOR: 1 "=10' 11 FRAMES, GRATES AMD ROUND SOLID COVERS MARKED "DRAIN" WITH LOCKING BOLTS. TRAFFIC RATED MANHOLE RING AND COVER PER KCRDCS DRAWING 7-022 AND 7-023. PROVIDE LADDER OR STEPS PER WSDOT STANDARDS, ACCESS OPENING SHALL HAVE OSHA CONFINED SPACE WARNING (TYP OF 6). ELEV. VARIES ON —SITE: 273.42 TO 279.07 (MINIMUM 1.25' COVER REQUIRED) LAJ a o :.+ In N > J N ' x 12" OUTLET IE=265.12 FLOW CONTROL STRUCTURE TYPE 2-W NTS COSTCO FACILITY #61 57, 1 ... .. ... .. ... ... _ ... ...-� � o TOP LIVE STORAGE a EL=270.62 uj ? 12" INLET o W IE=269.62 U) o c;w VAULT FLOOR EL=264.12 MAX SEDIMENT �TORAGF FI =265.1.2. ,..,_.. 128' DETENTION VAULT SECTION A -A NTS HANDHOLDS, STEPS OR o N LADDER PER DETAIL KCRDCS DRAWING 7-011. zo � o L r.n -;aN �,� a•� 12" INLET IE=270.33 2016 KCSWDM FLOW CONTROL STRUCTURE NOTES: 1. USE A MINIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN. 2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW. 3. METAL PARTS: CORROSION RESISTANT. STAINLESS STEEL OR ALUMINIZED STEEL. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB —DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1 /4". 6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'-0" VERTICAL SPACING) 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULT TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. g. TEE SHALL BE CONSTRUCTED OF ALUMINUM CMP OR ALUMINIZED STEEL CMP MEETING WSDOT/APWA STANDARDS. DETENTION VAULT NOTE: REFER TO STRUCTURAL VAULT PLANS PREPARED BY COLLONS GROUP, INC. FOR FINAL VAULT DIMENSIONS, ELEVATIONS, INTERIOR WALLS AND MATERIALS. VAULT DIMENSION, ELEVATIONS, AND MATERIALS SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY. VAULT CALCULATIONS DETENTION LEVEL 2 FLOW CONTROL MAX LIVE STORAGE EL.=270.62 BOTTOM OF LIVE STORAGE EL.=265.12 STORAGE REQUIRED=±41,208 CF STORAGE PROVIDED=±42,240 CF 12" DIA. VENTILATION PORT THROUGH SIDE OF VAULT W/CLEANOUT AND CONCRETE COLLAR TYP. ALL FOUR CORNERS WITH TRAFFIC RATED LIDS. VENT PERFORATIONS AT VAULT SHALL BE LOCATED AT ALL FOUR CORNERS WITH PVC SDR-35 12" INLET IE=269.62 WE PLATE WELDED TO ELBOW WITH ORIFICE MIN 18" RISER PIPE REMOVABLE WATER -TIGHT COUPLING OF FLANGE FLOW RESTRICTOR ELBOW DETAIL NOT TO SCALE SHEAR GATE LIFT HANDLE WITHIN 1' OF THE RIM. 12" OUTLET TO STOI PUMP 18" FLOW RESTRICTOR RISER DETENTION VAULT SECTION B-B NTS 8" CLEANOUT SHEAR GATE WITH ROD TO LID. SEE KCRDCS DRAWING 7-026 FOR DETAILS. 3" CLEANOUT SHEAR GATE WITH ZOD TO LID. SEE KCRDCS DRAWING 7-026 FOR DETAILS. LET FROM ION VAULT FLOW CONTROL STRUCTURE ISOMETRIC VIEW NOTTO 12" DIA. VENTILATION PORT THROUGH SIDE OF VAULT W/CLEANOUT AND CONCRETE COLLAR TYP. ALL FOUR CORNERS WITH TRAFFIC RATED LIDS. VENT PERFORATIONS AT VAULT SHALL BE LOCATED AT ALL FOUR CORNERS WITH PVC SDR-35 z a J °- o c cl) cot) N z Way_ >- ®� W � � J J o � N S WW J J U. s O < a 0 U CL Q z U W cl U (n LLJ O U W W U. O � o U 5 O o Lz N y J r d z W N Q N > 00 o®a = W Z O J Q U Q O Es U - a � y c W 0 Q N z v Q to 0 > j N c V .91 0 O 0 U Q V O V i N ._ 0 im C a) .Q C LU C tV c Q co N M — C .* cfl (A M O tf)N N co V r— n y m A E3 z O s W N 0 >1 L 0 c E n / r- to 0 0 0 0 0 0 SITE CROSS SECTIONS C 7:61 • 41 �,. Ri v 71. 2 -om o+c* COSTCO WHOLESALE TIRE CENTER RELOCATION AND ADA COSTCO FACILITY #61 35100 ENCHANTED PARKWAY SOUTH7 FEDERAL WAY7 WA 98003 CROSS SECTION H: 1 "=20', V: 1 "=5' CROSS SECTION B H: 1 "=20', V: 1 "=5' Do 65 so !75 M 265 260 40 z D 0 cl) c1r) 25 0 cj) ZQ�� ®��,� U c Q U J w Q 'y Q H V♦ (L > LL 0 Q J N w 4J N O U. a: s U Q 0 v a CL W 0 w w 0 m u- U 0 O N y � O W O z 0aCalKnow what's below. 0 l before you dog. Dial 811 LEGEND LIM LIMITS OF LANDSCAPE WORK ® TP TREE PROTECTION FENCE. SEE DETAILS *X EXISTING TREES TO BE REMOVED °O EXISTING TREES TO BE RETAINED LIST OF LANDSCAPE ABBREVIATIONS ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ARCH ARCHITECTURAL DOCUMENTS B&B BALLED AND BURLAPPED BC BOTTOM OF CURB BW BOTTOM OF WALL BOC BACK OF CURB CAL CALIPER CIP CAST -IN -PLACE CIVIL CIVIL ENGINEERING DOCUMENTS CONT CONTAINER CY CUBIC YARDS DBH DIAMETER AT BREAST HEIGHT DEMO DEMOLITION DIA DIAMETER DT DROUGHT TOLERANT DTLS DETAIL DRAWINGS ESMT EASEMENT ELEC ELECTRICAL DOCUMENTS EX EXISTING FOC FACE OF CURB FT FEET GAL GALLON HT HEIGHT LF LINEAR FEET LIM LIMIT OF WORK MAX MAXIMUM MECH MECHANICAL DOCUMENTS MIN MINIMUM N/A NOT APPLICABLE NIC NOT IN CONTRACT OC ON CENTER OAE OR APPROVED EQUAL P&P PRESERVE AND PROTECT PA PLANTING AREA PH PHASE POC POINT OF CONNECTION PRECON PRE -CONSTRUCTION PROP PROPOSED PT PRESSURE TREATED REP REPRESENTATIVE REQ REQUIREMENTS SIG SIGNIFICANT SPEC SPECIFICATIONS SF SQUARE FEET TEMP TEMPORARY TIC TOP OF CURB TP TREE PROTECTION TW TOP OF WALL TYP TYPICAL UON UNLESS OTHERWISE NOTED WD WIDTH ......... T(uc) TCUG. i T(UG) ,) T(UG) TGti6) T(UG) G� o 0 /z/_�jzz n� s0 w PRELIMINARY TREE PROTECTION PLAN COSTCO WHOLESALE TIRE CENTER RELOCATION AND ADA 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 NOTES 1. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING PRIOR TO BEGINNING ANY WORK ON SITE. 2. ARBORIST MUST BE ON -SITE DURING ALL CONSTRUCTION WORK WITHIN ROOT ZONES OF EXISTING TREES TO REMAIN. 3. CONTRACTOR SHALL REMOVE ENOUGH ROOT MASS OF TREES TO BE REMOVED TO BE ABLE TO INSTALL NEW PLANTS PER NOTES AND DETAILS. 0 ®. i COSTCO FACILITY #61 V } ii O .. wi, l wn wn wi, -' -- -- -- O ° G� I o� --}-- T(UG T(UG T(UG) --j- T(UG) T(UG) -- T(UG): ' I ( _ o W 01 I Z = Q F_ J a- O TT Z a) 00 O An U Q O Q � � � 0- 0 Q W, W W cc Z J U_ F— Q Q� � Z Z CIL CL W W U_ O L J o U U W cc ce) 0 z plo, F WAs�yl. 1 N Li a o LiJ V XI O O O '� N I� Z �n o m ml a �I 1114 N y � � C Y r Q O+ O a> o 0 v a o V E CD N V ® N a 0) > 0 . pj -y�� V 00 N rq 0) IA (f) 16- i ®l .LEI w' F, n � • I: Q O J :1 mml:4 0 1 LVA I 10 ril MAN IlwJ90 I I 10 A'S N wa Z COSTCO WHOLESALE TIRE CENTER RELOCATION AND ADA 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 COSTCO FACILITY #61 c •f!1 SDSo -` SD SD — SD — SD —:SD — SD — 5D — S&- SO SD SD:— SD —9 --SD — 99 SD — �8-SD- / Sp rfs_�=Ss_ SS — SS — SS — SS — S5 SS Ss — SS =- SS — SS — SS -= SB '- SD SD' -- SO 50 �• SD SD —So SD -- -So ----So = - gg-- Sg — � -_ SD-- SD --.:SD So—so Sio - ` SS — SS S SS SS SS SS — SS — SS — SS — — SS S5 SS — S — SS — SS — SS —ass -- SS — SS — SS — SS — Ss SS — SS SS — SS 5 -'-`�� W I -I W — - S — — — -- :SS -8-_ —'--Sb`--- S--SS--SS--SSSS =-- ,- SS — SS — SS W I ss W (1 ,. Ci 0 N oEn � \ I + .i _ ss O PROPOSEDIMPROVEMENTS \ . PER SEPARATE PERMIT "bb \ o ■ 1 j 1 q � �� � a I � j i i � � 1 ■ °.. 00 / — \ :5 — P(u) ! ' PN) —•-- P( ) ��� Lj'— a(u p G} P ■ yo a ! PROPOSEDIMPROVEMENTS N — { r." PER SEPARATE PERMITlk i } D O (O i / `/ PUG): ---1 - ! SD -- S __...•. 50 a 1 a PROPOSEDIMPROVEMENTS ` PER SEPARATE PERMIT t��) r ° s , I' i 1 i 1 ( N /�� . I T(UG) T '/ice'' \ s -"' / o - .. Q - I' r uG � �_ r{ __---+T T :O_) (UG)t(uG) (uc) (uc)r(as F(uc r{uc) r uc} _ o --- — 1 i/ _ J — t T(uG) ---! r{uC) .v--=- r UG —` I ° o J T N O r uG—:JUG)r(ucy 1 r u 1 o p ( ) v / (G T 0 1 1 �! 1 ° LwL� p 1 1 •: w EXISTING COSTCO BUILDING P(U3: _� o w 1 a. I� 1 CI-21 is ® :" W __ W Bw 3 V V B - a (U') PUG) P(UG) a� •.e .e �e V •e. a e a .a • • :,.. W WIl WIC t. p, ! so 1 ♦ sD _ so — ■ �_ J a 1 SD SD SD � 3 ... t SIGN \i ....... SD P G __ O . TEL VAULT z p z F- z Q < 6- ® Q _1 �„- D W Z = L- zQoQC0 U W H _J z W Cn w W �- O a_ o U CID of WAq (.0 LEE O � o x N N z N p O W 0) c I Q x U X V N ` Z (n 0 II I I N >I m m) O O 7 7 (n d' y N c c y o Q rn O 0 V Q 0 CD N V N CN 4 +� ® o c: uj a > O �C ao N -0 Ol cal I m 4-0 � c: C N LO a fn V� c a� U O N O N O C .0 Q / O E _ O 3 O z o t co J LZ p Know what's below. p Call before you dig. Dial 811 LANDSCAPE NOTES AND REQUIREMENTS 1. ALL LANDSCAPE WORK SHALL COMPLY WITH LOCAL JURISDICTIONAL REQUIREMENTS. IF THERE IS A CONFLICT BETWEEN JURISDICTIONAL REQUIREMENTS AND THE CONTRACT DOCUMENTS, CONSTRUCTION DRAWINGS, NOTES, DETAILS, OR ANY OTHER DOCUMENTATION FOR THE WORK TO BE UNDERTAKEN, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING IMMEDIATELY FOR CLARIFICATION. 2. COORDINATE NOTES, DETAILS, AND DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL REVIEW THE SITE AND CONSTRUCTION DOCUMENTS AND IMMEDIATELY REPORT DISCREPANCIES TO THE LANDSCAPE ARCHITECT. 3. CONTRACTOR SHALL CLEARLY MARK ALL PROPERTY LINES AND LIMITS OF WORK PRIOR TO BEGINNING ANY WORK. 4. CONTRACTOR SHALL USE FULL SIZE CONSTRUCTION DOCUMENTS IN THE FIELD AT ALL TIMES. 5. CONTRACTOR SHALL KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND TRESPASSERS. CONTRACTOR SHALL REPAIR AREAS DAMAGED DUE TO CONSTRUCTION INCLUDING DAMAGE TO EXISTING IRRIGATION SYSTEMS, IF PRESENT, TO MATCH CONDITIONS PRIOR TO THE START OF CONSTRUCTION. MAINTAIN LANDSCAPE PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED BY OWNER'S REPRESENTATIVE. 6. ALL LANDSCAPE MATERIALS AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. UTILITIES 7. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARITY WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. VERIFY ALL UTILITY LOCATIONS, PADS, AND APPURTENANCES PRIOR TO CONSTRUCTION. DO NOT BLOCK ACCESS TO UTILITY STRUCTURES. REPORT DISCREPANCIES IMMEDIATELY TO LANDSCAPE ARCHITECT AND OWNER'S REP. 8. TREE LOCATIONS TO BE COORDINATED WITH EXISTING AND PROPOSED UNDERGROUND UTILITIES TO ACHIEVE SEPARATION PER JURISDICTIONAL REQUIREMENTS, IF NO JURISDICTIONAL REQUIREMENTS, ALL TREES TO BE LOCATED MIN 10 FT FROM ALL UNDERGROUND UTILITIES. VERIFY UTILITY LOCATIONS PRIOR TO PLANTING TREES. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF PROPOSED TREE LOCATIONS CONFLICT WITH UTILITY LOCATIONS. PLANT MATERIAL INSTALLATION 9. ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER PLANS. LAYOUT OF PLANTING AREAS AND PLACEMENT OF TREES, SHRUBS, AND GROUNDCOVER SHALL BE APPROVED BY THE OWNER'S REP PRIOR TO INSTALLATION. UTILITY CLEARANCES FOR PLANT MATERIALS SHALL BE: 9.1. GROUNDCOVER SHALL BE LOCATED MIN 24 INCHES FROM FIRE HYDRANTS AND UTILITY VAULTS. 9.2. SHRUBS SHALL BE LOCATED MIN 3 FEET FROM BUILDING WALLS AND MIN 8 FEET FROM FIRE HYDRANTS AND UTILITY VAULTS. 9.3. TREE TRUNKS SHALL BE LOCATED MIN 15 FEET FROM BUILDING WALLS AND STREET LIGHTS, MIN 10 FEET FROM UNDERGROUND UTILITIES, AND MIN 3 FEET FROM EDGE OF PLANTING AREA. 9.4. TREE LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE UTILITIES, BUILDING ENTRANCES, OR WINDOWS. ADJUSTMENTS GREATER THAN 15' OC MUST BE APPROVED BY LANDSCAPE ARCHITECT. 10. TREES SHALL BE INSTALLED FIRST; SHRUBS SECOND; AND GROUNDCOVER THIRD. EXCAVATE PIT, PLANT, AND STAKE OR GUY AS CALLED OUT AND DETAILED. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWNS ARE AT PROPER GRADE AS DETAILED. ALL PLANT MATERIAL AND SUPPORTS TO STAND VERTICAL. 11. CONTRACTOR SHALL BACKFILL PLANTING PITS WITH PLANTING SOIL AS DEFINED IN SPECS. SETTLE PLANTING SOIL USING WATER ONLY. MECHANICAL COMPACTION IS NOT PERMITTED. 12. TREES SHALL BE STAKED OR GUYED PER DETAILS WITHIN TWENTY-FOUR (24) HOURS OF INSTALLATION. STAKES TO BE MIN 8 FEET LENGTH LODGEPOLE PINE STAKES WITH 2 INCH DIAMETER. GUY MATERIAL TO BE ONE (1) INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES OR 3/8 INCH DIAMETER RUBBER. WIRE IS NOT PERMITTED. 13. LABEL AT LEAST ONE (1) TREE, SHRUB, AND GROUNDCOVER OF EACH VARIETY WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAMES. PRELIMINARY PLANT SCHEDULE AND DETAILS COSTCO WHOLESALE TIRE CENTER RELOCATION AND ADA 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 PRELIMINARY PLANT SCHEDULE TREES BOTANICAL / COMMON NAME CONT. SIZE QTY REMARKS • CERCIDIPHYLLUM JAPONICUM / KATSURA TREE B & B 2" DBH 13 NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 5 FEET. STAKE & GUY ONE GROWING SEASON. DIAMETER AT BREAST HEIGHT TO BE MEASURED 4.5 FEET ABOVE GRADE. • PONUS CONTORTA CONTORTA / SHORE PINE B & B 6' MIN HT 3 SINGLE, UN -CUT LEADER. SHRUBS BOTANICAL / COMMON NAME CONT. WATER USE SPACING QTY REMARKS ® AZALEA X 'HINO CRIMSON' / HINO CRIMSON AZALEA 18" MIN. HT. LOW 60" o.c. 38 FULL & MATCHING © BERBERIS THUNBERGII 'ROSE GLOW' / ROSY GLOW BARBERRY 24" MIN. HT. LOW 84" o.c. 17 FULL & MATCHING GROUND COVERS BOTANICAL / COMMON NAME CONT. WATER USE SPACING QTY REMARKS ° ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK #1 LOW 24" o.c. 552 ° a ° 4 NOTES 1. KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. 2. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. 3. PROTECT TRUNK AND LIMBS FROM INJURY. 4. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. 5. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING 00 LAWN PLANTING; PROVIDE SO "NO GRASS" TREE RING AND 2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS PREPARE PLANTING BED PER SPEC'S; AT MIN., LOSSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" DECIDUOUS TREE PLANTING AND STAKING NOT TO SCALE 3x THE ROOTBALL s DIAMETER NOTE: APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP 2" OF PLANTING SOIL. PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FINISH FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT. GRADE SHRUB PLANTING 3" DEPTH MULCH LAYER. • PLANTS SHALL BE f TRIANGULARLY SPACED. X • EDGE OF PLANTING AREA. EDGE CONDITION VARIES. SEE PLANS. X X = RECOMMENDED I ON -CENTER SPACING N � PLANT SPACING NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE SEE SPEC. OVER ALL TOPSOIL DEPTH OF 3 FEET - BERM HEIGHT PER SPEC. SOIL LINE: 3" IN MULCH, 1" - IN LAWN SUBGRADE REMOVE EXCESS GRAVEL AND PAVING COARSE TRANSITION FROM TOPSOIL --J TO SUBSOIL TOPSOIL SETTLED (COMPACTED CONDITION) CURB 1-1/2" DRAIN AT LOW POINTS & 10' SPACING, MAX N z -- PAVING (SEE % CIVIL PLANS) 12" MAX. LIP GRADING AT PARKING LOT PLANTERS SHRUB - PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT MULCH LAYER. HOLD MULCH BACK FROM STEM 4" SAUCER FOR WATERING BACKFILL WITH PLANTING SOIL. SEE NOTES SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1/3 OF BURLAP ON B&B MATERIAL DUST ROOT BALL WITH ROOT GROWTH HORMONE NOTES 1. SEE PLANT SCHEDULE FOR GROUNDCOVER SPECIES, SIZE, AND SPACING. 2. REMOVE CONTAINER AND WORK ROOTS FREE OF SOIL. 3. HOLD PLANTS TWO-THIRDS (3) OF THE RECOMMENDED O.C. PLANT SPACING FROM EDGE OF PLANTING AREA. 4. SETTLE SOIL AROUND ROOT BALL OF EACH GROUNDCOVER PRIOR TO MULCHING. SOIL SHALL BE SETTLED USING WATER ONLY. 5. DO NOT PLANT IN WET CONDITIONS. PROVIDE DRAINAGE FROM EACH PLANTING PIT IF NECESSARY. 6. ALL PLANTS SHALL BE INSTALLED PRIOR TO MULCHING. GROUNDCOVER PLANTING NTS w� 314" = 1'-0" TOP SOIL MULCH LAYER. SEE NOTES FOR DEPTH FINISH GRADE SHOVEL -CUT TRANSITION LAWN I O V I I I I I 4 1 1 I I I I I II I I I! - -Ilf ,fl PLANTING AREA AREA ADJACENT TO LAWN NOT TO SCALE FINISH GRADE AT 4:1 SLOPE MA SLOPE MINIMI CURB PER CI1 DRAWINGS (V) SIMILAR) MULCH LAYER TOPSOIL AS SPECIFIED FINISH GRADE AT 3:1 SLOPE MAXIMUM 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. - CLEAR e A a 4" SIDEWALK - LAWN CONDITION MULCH CONDITION (CURB SIMILAR) PLANTER SECTION NOT TO SCALE MULCH AT CURB NOT TO SCALE TREE PROTECTION NOTES 1. THE CRITICAL ROOT ZONE (CRZ) OF PROTECTED TREES SHALL BE MARKED PRIOR TO CLEARING AND GRADING ACTIVITIES. 2. 3" OF COMPOSTED WOOD CHIPS SHALL BE PLACED _ OVER THE CRZ OF ALL RETAINED TREES. 3. TREE PROTECTION FENCING SHALL BE PURCHASED IN CONTINUOUS ROLLS AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FENCING SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH MIN. 6" OVERLAP, AND SECURELY FASTEN BOTH ENDS TO THE POST. 4. THE TREE PROTECTION FENCE SHALL BE INSTALLED AND MAINTAINED A MINIMUM OF T BEYOND THE OUTER EDGE OF THE CRZ FOR ALL PROTECTED TREES. FENCING SHALL COMPLETELY SURROUND THE REQUIRED TREE PROTECTION AREA FENCING SHALL REMAIN IN PLACE UNTIL THE CITY AUTHORIZES THE REMOVAL OR ISSUES A FINAL _ CERTIFICATE OF OCCUPANCY, WHICHEVER OCCURS FIRST. Z 6. TREE PROTECTION FENCING SHALL BE INSTALLED g PRIOR TO ANY LAND DISTURBANCE AC1TvmES. 6. NO STORAGE OF MATERIALS OR EQUIPMENT WITHIN THE CRITICAL ROOT ZONE IS ALLOWED. WRING DEVELOPMENT, NO PERSON SHALL ATTACH ANY OBJECT TO ANY DESIGNATED FOR PROTECTION. _ 7. REPLACEIREPAIR PROTECTIVE FENCING AS REQUIRED. 8. GRADE SHALL NOT BE FILLED OR CUT WITHIN THE CRZ OF ANY TREE DESIGNATED TO REMAIN WITHOUT PRIOR REVIEW BY THE CITYS QUALIFIED TREE PROTECTION PROFESSIONAL AND ADVANCE POSITION CROWN OF PLANT 2' ABOVE FINISH GRADE. 3" MULCH (1.5" BARK OR WOOD CHIP MULCH ON TOP OF 1.5" FINE COMPOST) FINISH GRADE. FEATHER EXCESS SOIL UNDER MULCH. PREPARED SUBGRADE. ROTOTILL FIRST LIFT OF PLANTING SOIL INTO PREPARED SUBGRADE. =R; SEE DEPTH OF MULCH CURB POST 1 O,_O„ POST 2"x4"x6' CEDAR POST OR APPROVED EQUAL ORANGE CONSTRUCT! N FENCE, PULLED SEE ENLARGEMENT TAUGHT WRITTEN APPROVAL FROM THE DIRECTOR. OST 9. TO THE GREATEST EXTENT PRACTICAL, UTILDY TRENCHES SHALL BE LOCATED OUTSIDE OF THE ROOT PROTECTION ZONE OF TREES TO BE RETAINED, BORING OR TUNNELING UNDER THE CRZ RANGE FENCE MAY BE CONSIDERED AN ALTERNATIVE, BUT SHALL REQUIRED THE ADVANCE, WRITTEN APPROVAL OF 2"x4"x5" CEDAR THE DIRECTOR. TRIM PIECE 10. TREES AND OTHER VEGETATION TO BE RETAINED SHALL BE PROTECTED FROM EROSION AND #12 x 3" FLT. HD. SEDIMENTATION. SCREWS METAL WIRING ATTACHED -'.O METAL POST WOULD BE SUFFICIENT ALTERNATIVE PLAN VIEW TREE PROTECTION FENCING NOT TO SCALE T► SL PO E EXT'G GRADE COMPACTED OR EXISTING SUBGRADE 1 Q zcn"o'# a>- Q } - W J oo i J � CC <C U W Q M 0- LLLL cl) W Q 5. W I- z J LL- z Z Q O °�z®cf) Z W U ` W W 0 Q LL U U ® J C`7 0 - CL 0 z W IN .dj N V, Wcoo W - 0) Q 2 W � 2 0 J <C V cl) O („ „w o U � _:� 0 a Li 0 0 U) 0 U L U_ 0 ��� E�� � o p x z ) o �O � p . 1495 S* m N LI- y W v xl cn z z a� > m m JC14 0 � c C Y > Q °' 3 0 a> � 0 U Q 0 d. O N t ; O V N V CN N c a� 4-1 _m O.� o L 0 .Q _000 C W c: N > O co ' 0 000N 4-0 -0 61 N is c� N �� 0 r :3 Ln 4-r N co to 0 ONO N N i m V c N U a� O N O N O C E o. (0 r- O ` W (D a� o m 0 CD z 0 z D (0 N M O sj N NOT TO SCALE SOUTH ELEVATION SCALE: 1/16" = 13 EXISTING TILT CONCRETE TO REMAIN VERTICAL RIBBED METAL- 26,-03) `SANDSTONE' T n r-n of VERTICAL RIBBED METAL - `MI S TI Q UE PLUS' WEST ELEVATION SCALE: 1/16" = 1' 3 NORTH ELEVATION SCALE: 1/16" = I JANUARY 24, 2020 PROJECT #92-1220-29 00#,0 FEDERAL WAY, WA `MATCH EXISTING CONCRETE FINISH' — COPING- Ir /--*' / / A n /" /'\ n , s l"lt //-ALL/L- LHAMPAGNEf 3V-0„ T.O. EXISTING PERFORATED METAL SCREEN - HORIZONTAL STEEL STRUCTURE- `DA PK GPA Y' i " //-i i �- F7 /--1 / V / F-H / V C L, / Y l' CONCRETE STEM WALL - `NATURAL' VERTICAL STEEL STRUCTURE - `CHAPCOAL' 16,-01, B.O. 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