No preview available
HomeMy WebLinkAboutMiscCONSTRUCTION MITIGATION DESCRIPTION for CEDAR RIVER STATION Prepared by: ESM CONSULTING ENGINEERS LLC 181 SOUTH 333 RI STREET, BUILDING C, SUITE 210 FEDERAL WAY, WA 98003 r 1? -i 'Onton Vr�� pr1 DEC 3 z©rz §vea DATE: November 12, 2012 PROJECT NO: 1320-005-008 PROJECT DESCRIPTION The Cedar River Station project is a proposal to construct 3 commercial buildings on one parcel and a future building to be constructed on the second parcel, totaling approximately 3 acres. The project is located in Renton, Washington. PROPOSED CONSTRUCTION DATES Currently, the project is scheduled to begin construction April 1, 2013 and the proposed completion date is set at April 1, 2014. HOURS AND DAYS OF OPERATION The anticipated daily hours of construction are Monday through Friday from Gam to Spm. PROPOSED HAULING/TRANSPORTATION ROUTES All hauling and transportation routes will take off of SE Maple Valley Road (SR -169) and 152nd Avenue SE. MEASURES TO BE IMPLEMENTED TO MINIMIZE DUST, TRAFFIC, AND TRANSPORTATION IMPACTS Construction of the proposed project will take place during the day -time hours as to minimize impact of noise to the surrounding areas. Water trucks will be utilized on the site to provide dust control during construction. A crushed rock construction entrance will be provided at both entrances to the site to reduce the amount of mud on surrounding roads. Proper erosion control measures will be used such as silt fences, sediment traps, to limit the impact of erosion. Construction impacts to the surrounding roads will be decreased by proper traffic mitigation construction will be timed to cause the least amount of traffic delay. SPECIAL HOURS PROPOSED FOR CONSTRUCTION OR HAULING Night and weekend construction or hauling is not anticipated during the construction phase of the project. PRELIMINARY TRAFFIC CONTROL PLAN A preliminary traffic control plan has been included with the Construction Mitigation Description per the 2009 Manual on Uniform Traffic Control Devices. SUBDIVISION GUARANTEE Guarantee No.: G-6329-000003231 Fee: $300.00 Order No.: 01148-13254 Dated: November 07, 2012 Issued by cltt., Of i�r Ontoll SAFW& tewartillsioo title guaranty company ��C Stewart Title Guaranty Company (the "Company"), guarantees the County of King an, wei&,ithin which said subdivision is located in a sum not exceeding $1,000.00 that, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the subdivision, the only parties having any record title interest in said land whose signatures are necessary, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication by said map as referred to in the guarantee. Signed under seal for the Company, but this Guarantee is to be valid only when it bears an authorized countersignature. Countersigned: Authorized countersignature Stewart Title Company 18000 International Blvd, Suite 401 SeaTac, WA 98188 Agent ID: 470047 Guarantee Serial No. Me guaranty �rripany Senior Chairman of tie Board G-6329-000003231 �Board Chairman of the President In writing this company please address it at P_O. Box 2029, Houston, Texas 77252, and refer to the printed Serial Number. WA Subdivision Guarantee SUBDIVISION GUARANTEE Order Number: 01148-13254 Effective Date: November 07, 2012 at 8:OOAM OWNERS: Cedar River Station, LLC, a Washington limited liability company LEGAL DESCRIPTION: Parcel A: Prepared by: Stewart Title Company 18000 International Blvd, Suite 401 SeaTac, WA 98188 Guarantee No.: G-6329-000003231 Premium: $300.00 Sales Tax: $28.50 Total: $328.50 Lot 3, together with an undivided interest in Tract A, King County Short Plat Number L99S3019, according to the short plat recorded under Recording No_ 20010831900002, records of King County, Washington. Parcel B: Lot 4, together with an undivided interest in Tract A, King County Short Plat Number L99S3019, according to the short plat recorded under Recording No. 20090831900002, records of King County, Washington. SUBJECT TO: 1. Liability for sewer treatment capacity charges that may be assessed but not disclosed in the public records. Please contact the King County Capacity Charge Department for further information at 206-296-1450. 2. Facility charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for water or sewer facilities of Cedar River Water & Sewer District as disclosed by instrument recorded under Recording No. 8802220455. Modification and/or amendment by instrument: Recorded: August 24, 1990 and April 28, 1993 Recording Numbers: 9008241403 and 9304282240 WA Subdivision Guarantee 3. Deed of Trust and the terms and conditions thereof: Grantor: Cedar River Station, LLC, a Washington limited liability company Trustee: UPF Incorporated Beneficiary: The Commerce Sank of Washington, N.A. Amount: $2,463,500.00 Dated: May 23, 2012 Recorded: May 25, 2012 Recording No.: 20120525002100 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. 4. Reservations and Exceptions, including the terms and conditions thereof: Reserving: Minerals Reserved By: Northern Pacific Railroad Company Recorded: February 10, 1886 Recording No.: 146053 5. Easement, including terms and provisions contained therein: Recorded: September 20, 1978 Recording No.: 7809200893 In Favor Of: Pacific Northwest Bell Telephone Company For: Underground communication lines Affects: A portion of the premises and other property 6. Easement, including terms and provisions contained therein: Recorded: July 21, 1980 Recording No.: 8007210529 In Favor Of: Pacific Northwest Bell Telephone Company For: Underground communication lines Affects: A portion of the premises and other property Easement, including terms and provisions contained therein: Recorded: December 27, 1989 Recording No.: 8912271705 In Favor Of: King County For: Drainage and slopes Affects: A portion of the premises and other property Easement, including terms and provisions contained therein: Recorded: July 5, 1990 Recording No.: 9007050802 In Favor Of: Cedar River Water and Sewer District For: Water system Affects: A portion of Lots 3 and 4 and other property No Protest Agreement and the terms and conditions thereof_ Between: Owners And: Future owners Recorded: December 1, 1982 Recording No.: 8212010360 Regarding: The formation of a Utility Local Improvement District for purposes of providing water mains and fire hydrants WA Subdivision Guarantee 10. Agreement and the terms and conditions thereof: Between: Aqua Barn Ranch, Inc. And: King County Recorded: December 17, 1987 Recording No.: 8712170412 Regarding: Drainage plan and release of damages 11. Wellsite Covenants and Restrictions contained in instrument: Recorded: August 7, 1979 Recording No.: 7908070746 `1f2. For: Easement, including terms and provisions contained therein: Recorded: July 5, 1990 Recording No.: 9007050803 In Favor Of: Cedar River Water and Sewer District For: Sewer system Affects: A portion of Lots 3 and 4 and other property Easement, including terms and provisions contained therein: Recorded: December 8, 1994 Recording No.: 9412081041 For: Vehicular and pedestrian ingress and egress, roadway, sidewalk, storm drainage improvements, utilities and landscaping improvements Affects: A portion of Short Plat 14. Easement, including terms and provisions contained therein: Recorded: May 16, 1995 Recording No_: 9505160605 In Favor Of: Washington Natural Gas Company For: Gas pipeline(s) Affects: A portion of the premises 15. Terms and conditions of right to drain surface water easement as contained in deed: Recorded: May 1, 2003 Recording No.: 20030501002439 16. Terms, Covenants, Conditions and Restrictions as contained in recorded Lot Line Adjustment (Boundary Line Revision): Recorded: March 15, 1990 Recording No.: 9003151304 17. Restrictions, Conditions, Dedications, Notes, Easements and Provisions contained and/or delineated on the face of the Short Plat Recorded under King County Recording Number 20010831900002. Easement, including terms and provisions contained therein: Recorded: July 2, 2004 Recording No.: 20040702001178 For: Storm drainage Affects: Northwesterly portion of Lot 3 WA Subdivision Guarantee 19, Matters disclosed by Bargain and Sale (Special Warranty) Deed, recorded under recording No. 20120525002099, as follows: Matters disclosed on unrecorded survey by Encompass Engineering & Surveying, dated February 27, 2012, under Job No. 12522, as follows: A} Question of ownership of the rockery and fence along the East line of Lot 4; B) Possible minor encroachment of water meter from property adjoining on the South onto Lot 4 20. General taxes for the year 2012 have been paid in full: In the Amount Of: $6,831.12 Tax Account No.: 232305-9210-08 Levy Code: 2158 Land: $512,000.00 Improvements: $_0_ Affects: Parcel A 21. General taxes for the year 2012 have been paid in full: In the Amount Of: $7,198.28 Tax Account No.: 232305-9211-07 Levy Code: 2158 Land: $539,600.00 Improvements: $_0_ Affects: Parcel B Note: King County Treasurer, 500 4th Avenue, 6th Floor Admin. Bldg., Seattle, WA 98104 (206) 296.7300 Web Address: http://webapp_metrokc.gov/kctaxinfol. tc WA Subdivision Guarantee SUBDIVISION GUARANTEE Order Number: 01148-13254 Guarantee No.: G-6329-000003231 This Guarantee and the legal description given herein are based upon information supplied by the applicant as to the location and identification of the premises in question, and no liability is assumed for any discrepancies resulting therefrom. This report does not represent either a commitment to insure title, an examination of or opinion as to the sufficiency or effect of the matters shown, or opinion as to the marketability of title to the land. t w�fl �- St�r _F—title n' ORDER NO: 01148-13254 This sketch is provided without charge for information. It is not intended to show all matters related to the property including, but not limited to area, dimensions, encroachments or locations or boundaries. It's not a part of, nor does it modify, the commitment or policy to which it is attached. The company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. Branch :STK,User :8714 Order: 01148-13254 Title Officer: Comment. Station Td :UXOR RETURN ADDRESS: THE COMMERCE BAMS OF WASHINGTON, N.A. 601 UNION STREET, SUITE 3600 SEATTLE. WA 48101 201525002100 STEEIART TITLE DT 09 ®6 I;1@I2t$-@8 KIMG COUNTY, era CONSTRUCTION DEED OF TRUST DATE: May 23, 2012 Reference # (if applicable►: Grantor(s): 1. CEDAR RIVER STATION LLC Additional on page Grantee(s) 1. THE COMMERCE BANK OF WASHINGTON, N.A. 2. UPF INCORPORATED, a WASHINGTON CORPORATION, Trustee Legal Description: LTS. 2 & 3, PTN. TR. A, KCSP, L99S3019, REC. NO. 20010831900002. Additional on page 2 Assessor's Tax Parcel ID#i: 232305-9210-08 and 232305-9211-07 THIS DEED OF TRUST is dated May 23, 2012, among CEDAR RIVER STATION LLC. a WASHINGTON LIMITED LIABILITY COMPANY, whose address is 4057 WILLIAMS AVENUE NORTH, RENTON, WA 98056 ("Grantor"); THE COMMERCE BANK OF WASHINGTON, N.A., whose mailing address is 601 UNION STREET, SUITE 3600, SEATTLE, WA 98101 (referred to below sometimes as "Lander" and sometimes as "Beneficiary'); and UPF INCORPORATED, e WASHINGTON CORPORATION, whose mailing address Is 12410 E. MIRABEAU PARKWAY, SUITE 100, SPOKANE VALLEY, WA 99216 {referred to below as "Trustee"). KLNG,WA Page 1 of 13 Printed on 1 1/] 3/2012 4:33:43 PM Document: TDD 2012.0525002100 Branch :STK.User :8714 Order: 01148-13254 Title Officer: Comment: Station Id G -NOR DEED OF TRUST lContinued] Page 2 CONVEYANCE AND GRANT. For valuable consideration. Grantor conveys to Trustee in trust with pawar of safe, fight of entry and possession and for the benefit of Lander as Beneficiary, all of Grantor's right, title, and 'Interest in and to the following described real property, together with all existing or subsequently erected or affixed buildings, Improvements end fixtures; all easements, rklYtts of way, and appurtenances; all water, water rights and ditch rights {including stock In utilities with ditch or irrigation rights}; and as other rights, royalties, and profits rotating to the rem property, Including without limitation all minerals, oil, gas, geothermal and similar matters, {the "14681 Property"I located in KING County, State of Washington: See EXHIBIT "A', which is attached to this Deed of Trust and made a part of this Deed of Trust as if fully set forth herein. The Real Property or its address is commonly known as 152ND AVENUE SE $ SR 169, RENTON, WA 98058. The Real Property tax identification number is 232305-9210-08 and 232305-9211-07. CROSS -COLLATERALIZATION. In addition io the Note, this Deed of Trust secures all obligations, debts and liabilities, phis interest thereon, of Grantor to Lender, or any one or more of them, as well as all claims by Lender against Grantor or any one or morn of them, whether now existing or hereafter arising, whether related or unrelated to the purpose of the Note, whether voluntary or otherwise, whether due or riot due, direct or indirect, determined or undetermined, absolute or contingent, liquidated or unliquidated, whether Grantor may be liable individually of jointly with others, whether obligated as guarantor, surety, accommodation party OF otherwise, and whether recovery upon such amounts may be or hereafter may become barred by any statute at imitations, and whether the obligation to repay such amounts may be or hereafter may become otherwise unenforceable. Grantor hereby assigns as security to Lender, all of Grantor's right, title, and interest in end to ea leases, Renta, and profits of the Property. This assignment is recorded in accordance with RCW 85.05,070: the lien created by this assignment is intended to be specific, perfected and choate upon the recording of this Deed of Trust- Lender grants to Grantor a license to collect the Rents and prolits, which license may be revoked at Lender's option and Shah W aulometically revoked upon acceleration of all or part of the Irxlebtedness. In addition, Grantur grants to Lender a Uniform Commercial Code security interest in the Personal Property and Rents. THIS DEED OF TRUST, INCLUDING THE ASSIONMENT OF RENTS AND THE SECURITY INTEREST IN THE RENTS AND PERSONAL PROPERTY, IS GIVEN TO $ECVFIE JAI PAYMENT OF THE INDEBTEDNESS AND IBI PERFORMANCE OF ANY AND ALL OBLIGATIONS UNDER THE NOTE, THE RELATED DOCUMENTS, AND THIS DEED OF TRUST. THIS DEED OF TRUST, INCLUDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE RENTS AND PERSONAL PROPERTY, IS ALSO GIVEN TO SECURE ANY AND ALL OF GRANTOR'S OBLIGATIONS UNDER THAT CERTAIN CONSTRUCTION LOAN AGREEMENT BETWEEN GRANTOR AND LENDER OF EVEN DATE HEREWITH. ANY EVENT OF DEFAULT UNDER THE CONSTRUCTION LOAN AGREEMENT. OR ANY OF THE RELATED DOCUMENTS REFERRED TO THEREIN. SHALL ALSO BE AN EVENT OF DEFAULT UNDER THIS DEED OF TRUST. THIS DEED OF TRUST IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS - PAYMENT AND PERFORMANCE. Except as otherwise provided in this Deed of Trust, Grantor shall pay to lander ail amounts secured by this Deed of Trust as they become due, and shah strictly and in a timely manner perform all of Grantor's obligailons under the Note, this Deed of Trust, and the Related Documents. CONSTRUCTION MORTGAGE. This Reed of Trust is a "Gonslruction mortgage' for the purposes of Sections 9-334 and 1A-309 of the Unllorm Commercial Code, as those sections have been adopted by the State of Washington. POSSESSION AND MAINTENANCE OF THE PROPERTY. Grantor agrees that Granter's possession and use of the Property snail be governed by the following provisions: Possession and Use. Until the occurrence of an Event of Default, Grantor may Itf retrain in possession and control of the Property; 42) use, operate or manage the Property; and (3), collect the Rents from the Property (this privilege is a license from Lander to Grantor automaticeliy revoked upon defaulti. The following provisions relate to the use of the Property or to other limitations on the Property. The Real P.uperty is not used principally for agricultural purposes. Duty to Maintain. Grantor shall maintain the Property In tenantable condition and promptly perform all repairs, replacements, and maintenance necessary to preserve its value. Nuisance. Waste. Grantor Shall not cause, conduct or permit any nuisance nor commit, permit, or suffer any stripping of or waste on or to the Property or any portion of the Property. Without limiting the generality of the foregoing. Grantor will not remove, or grant to any other party the right to remove, any timber, minerals (Including oft and gas), coal, clay, scoria, soil, gravel or rock products without Lemder's prior written consent, KING,WA Page 2 of 13 Printed on 1111312012 433:43 PM Document: TDD 2012.0525002100 Branch :STK.User :8714 Order: 01148-13254 Title Officer: Comment: DEED OF TRUST (Continued] Page 3 Removal of Improvemonis. Grantor shall not demolish or remove any improvements from the Pool Property without Lender's prior written consent. As it rvnditicn tv the removal v' any Improvements, Lender may require Grantor to make arrangements satisfactory to Lander to replace such Improvements with Improvements of at least equal value. tender's Right to Enter. Lender and Lender's agents and representatives may enter upon the Real Property at al reasonable times to attend to Lender's interests and to inspoct the Real Property for purposes of Grantor's compliance with the terms and conditions of this Deed of Trust. Compliance with Governmental Raquiraments. Grantor Visit promptty comply, and shall promptly cause compliance by all agents, tenants pr Other persons or entides of every nature whatsoever who rent, lease or otherwise use or occupy the Property in any manner, with all taws, ordinances, and regulations, now or hereafter in effect, of all governmental authorities applicable to the use or occupancy of the Property, including without limitation, the Americans With Disabilities Act. Grantor may contest in good faith any such law, ordinance, or regulation and withheld complience during any proceeding, including appropriate appeals, so long as Grantor has notified Lender in writing prior to doing so and so long as, in Lender's sole opinion, Lender's interests in the Property are not jeopardized. Lender may require Grantor to post adequate security or a surety bond. reasonably satiifactpry to Lender, to prpli Lender's interest. Duty to Protect. Grantor agrees neither to abandon or leave unattended the Property. Grantor shall do all other acts, in addition to those acts set forth above in this section, which from the character and use of the Property are reasonably necessary to protect and preserve the Property. Construction Loon. If some or all at the proceeds of the loan creating the Indebtedness are to be used to construct or complete construction of any Improvements on the Property, the Improvements shall be completed no later than the maturity date of the Note for such earlier date as Lender may reasonably establish) and Grantor shall pay in full all casts and expenses in connection with the work, Lender will disburse leen proceeds under such terms and conditions as tender may deem reasonably necessary to insure that the interest created by this Deed of Trust shall have priority over all possible lien, including those of material suppliers and workmen. Lender may require, among other things, that disbursement requests be supported by receipled bills, expense affidavits, waivers of liens, construction progress reports, and such other documentation as Lender may reasonably request. DUE ON SALE - CONSENT 6Y LENDER. Lender may, at Lender's option, W declare immediately due and payable all sums secured by this Deed of Trust or 13) Increase the Interest rate provided for in the Note or other document evidencing the Indebtedness and impose such ether conditions as Lender deems appropriate, upon the sale or transfer, without Lender's prior writen consent, of all or any part of the Real Property, or any Interest in the Rea Property. A 'sate or transfer' means the conveyance of Real Property or any right, title or interest in the Real Property; whether legal., beneficial or equitaihle; whether voluntary or involuntary; whether by outright sate, deed, installment sale contract, land contract, contract for deed, leasehold interest with a term greater than three (3) years, lease option Convect, or by sale, assignment, or transfer of any beneficial interest in or to any land trust holding title to the Real Properly, or by Any oil method of conveyance of an interest in the Reel Property. If any Grantor is a corporation, partnership OF limited liability company, transier also includes any change in Ownership of more than twanty-Sve percent 125%1 of the voting stock, partnership interests or limited liabilay company Interests, as the case may be, of such Grantor. However, this option shall not be exercised by Lender it such exercise Is prahibiled by federal law or by Washington law. TAXES AND LIENS. The following provisions relating to the taxes and (fens on the Property are part of this Deed of Trust: Payment. Grantor shall pay when due land in all events prior to delImpencyl all taxes, apeelal taxes, assessments, charges lincludintg water and sewerl, fines and impositions levied against or on account of the Property. and shall pay when due NI claims for work dome on or for services rendered or material furnished to the Property. Grantor shall maintain the Property free of all liens having priority over or equal to the interest of Lander under this Deed of Trust, except for the lien of taxes and assessments not due and except as otherwise provided in this Deed of Trust. Right to Contest. Grantor may withhold payment of any tax, assessment, or Claim in connection with a good faith dispute over the Obligation to pay. so long as Lender's interact in the Property is not jeopardized. If a Ren arises Or is filed as a result of nonpayment, Grantor shall within fifteen {15) days atter the lien arises or, it a lien is filed, within fifteen 115) days after Grantor has notice of the filing, sect" the discharge of drin lien, or if requested by lender, deposit with Lander cash or a sufficient corporate surety bond or other security satisfactory to Lender in an amount sufficient to discharge the lien plus any costs and attorneys' fees, or other Charges that Could acerae as a result of a foreclosure or sale under the lion. In any contest, Grantor shall defend itself and Lender and shall satisfy any adverse judgment before enforcement against the Property. Grantor shall name Lender as an additional obliges under any surety bond furnished in the come -at proceedings. Evidence of Payment. Grantor shall upon demand Iwrrsh to Lender satisfactory evidence of payment of the taxes or assessments and shall authorae the appropriate governmental official to deliver to Lender at any time a written Station Id GXOR KING,WA Page 3 of 13 Printed on 11/13/2012 4:33:43 PM Document- TDD 2012.0525002100 Branch :STKUser :8714 Order: 01145-13254 Title Officer: Comment: DEED OF TRUST Montinued) Page 4 statement of the taxes and assessments against the Property. Notice of Construction. Grantor shall notify Lender at least fifteen U SI days belore any work is commenced, any services are furnished, or any materials are supplied to the Property, If any mechanic's Bert, materialmen's lien, or other lion could be asserted on account of the work, services, or materials. Grantor will upon request of Lender furnish to Lander advance assurances satisfactory to Lender that Grantor can and wilt pay the cost of such Improvements. PROPERTY DAMAGE INSURANCE. The following provisions relating to Insuring the Property are a part of this Deed of Trust. Maintenance of Insurance. Grantor shall procure and maintain policies of Fire insurance with standard extended coverage endorsements on a replacement basis for the full insurable value covering all Improvements an the Heal Property in an amount sufficient to avoid application of any coinsurance clause, and with a standard mortgagee ctause in favor of Lender. Grantor shall also procure and maintain comprehensive general liability insurance in such cevorago amounts as Lender may request with Trustee and Lender being named as additional insureds In such liability insurance policies. Additionally, Grantor shall maintain such other insurance, including but not limited to hazard, business interruption, and boiler insurance, as Lender may reasonably require. Policies snail be written in lorm, amounts, coverages and basis reasonably acceptable to Lander and Issued by a company or companies reasonably acceptable to LoWer. Grantor, upon request of Lander, will deliver to Lender from time to time the policies or certificates of insurance in form satisfactory to Lender, including stipulations that coverages will not be cancelled or diminished without at least ten (10) days prior written notice to Lender. Each insurance policy also shell include an endorsement providing that coverage in favor of Lender will not he impaired in any way by any act, omission or default of Grantor or any other person. Should the Real Property be located In an area designated by the Director of the Federal Emergency Management Agency as a special flood haserd area, Grantor agrees to obtain and maintain Federal Flood Insurance, if available, for the full unpaid principal balance of the loon and arty Prior liana on the property securing the loan, up to the maximum policy limits set under the National Flood Insurance Program, or as otherwise required by Lander, and to maintain such insurance for the term at the loan. AppGatnion of Proceeds. Grantor shall promptly notify Lander of any loss or damage to the Property. Lender may make proof of loss if Grantor Fails to do so within fifteen (15) days of the casualty. Whether or not Lender's security is impaired, Lender may, at Lender'$ election, receive and retain the proceeds of any insurance and apply the proceeds to the reduction of the Indebtedness, payment of any lien affecting the Property, or the restoration and repair of the Property. if Lender elects to apply the proceeds to restoration and repair, Grantor shall repair or replace the damaged or destroyed Improvements in a mariner satisfactory to Lander. Lender shall, upon satisfactory proof of such expenditure, pay or reimburse Grantor from the proceeds for the reasonable cost of repair or restoration if Grantor is oat In default under this Deed of Trust. Any proceeds which have not been disbursed within 180 days after their receipt and which Lender has not committed to the repair or restoration of the Property shall be used first to pay any amount owing to Lender undor this Deed of Trust, then to pay accrued interest, end the remainder, it any, shall be applied to the principal balance of the Indebtedness. If Lander holds any proceeds aftar payment in full of the Indebtedness, such proceeds shall ba paid without interest to Grantor as Grantor's interests may appear. Grantor's Rapon on Insurance. Upon request of Lander, however not more than once a year, Grantor shall furnish to Lender a report on each existing policy of insurance showing: 11) the name o1 the Insurer; (2) the rinks insured; 13) the amount of the policy; (4) the property insured, the then current replacement value of such property, and the manner of determining that valuei and (5) the expiration date of the policy. Grantor shall, upon request of Lender, he" an independent appraiser satisfactory to Lander determine the cash value replacement cost of the Property. LENDER'S EXPENDITURES. It any action or proceeding is commenced that would materially effect Lender's intereat in the Property or If Grantor fails to comply with any provialon of this Deed of Trust or any Related Documents, including but not limited to Grantor's failure to discharge or pay when due any amounts Grantor is required to discharge or pay under this Deed of Trust or any Related Documents, Lender on Grantor's behalf may Ibut shall not be obligated to) take any action that Lander deems appropriate, Including but not limited to discharging or paying all taxes, liens, security interests, encumbrances and other claims, at any time levied or placed on the Property and paying all coats for insuring, maintaining and preserving the Property. An such expenditures incurred or paid by Lender for such purposes will then bear Interest at the rale charged under the Note from the date incurred or paid by Lander to the date of repayment by Grantor, All such expenses will become a part of the Indebtedness and, at Lender's option, will fAl be payable on demand; 1S) be added to the balance of the Note and be apportioned among and be payable with any installment payments to become due during either (11 the term of any applicable insurance policy; or {2) the remaining term of the Note: or IC) be treated as a boli payment which will be due and payabie at the Note's maturity. The Dead of Trust also will secure payment Of those amounts. Such right shall be In addition to an other rights and remedies to which Lender may be entitled upon Default. WARRANTY; DEFENSE OF TITLE. The following provisions relating to ownership of the Property are a part of this Deed Station Id :GXOR KING,WA Page 4 of 13 Printed on 11/13/2012 4:33:43 PM Document- TDD 2012.0525002100 Branch :STK,llser -8714 Order: 01148-13254 Title Officer: Comment: Station Id (YXOR DEED OF TRUST (Continued) Page 5 of Trust: Title. Grantor warrants mal; (af Grantor holds good and marketable title of record to the Property in fee simple, free and clear of all liens and encumbrances other than those set forth in the Real Property description or in any title insurance policy, 11110 report, or final title opinion issued in favor ol, and accepted by. Lender in connection with this Deed at Trust, and Ih) Grantor has the full right, power, and authority to execute and deliver this Heed of Trust to Lender. Defense of THIS. Subject to the exception in the paragraph above, Grantor warrants and will forever defend the title to the Property against the lawful claims of ell persons. In the event any action or proceeding Is commenced that questions Grantor's title or the interest of Trustee or Lender under this Deed of Trust, Grantor shall defend the action at Grantor's expense. Grantor may be the nominal party in such proceading, but Lender shall be entitled to participate in the proceeding and to be represented in the proceeding by counsel of Lender's own choice, and Granter will deliver, or cause to be delivered, to Lender such instruments as Lender may request from time to time to permit such participation. Compliance With Laws. Grantor warrants that the Property and Grantor's use of the Property complies with all existing applicable laws, ordinances, and regulations of governmental authorities. Survival of Representations and Warranties. All representations, warranties, end agreements made by Grantor in this Deed of Trust shall survive The execution and delivery of this Deed of Trust, shell be continuing in nature, and shall remain in full force and affect until such time as Granter's Indelst8dness shall be paid in fun. CONDEMNATION. The following provisions relating to condemnation proceedings are a part of this Deed of Trust: Proceedings. If any procooding in condemnation Is Bled. Grantor shall promptly notify Lender in writing, and Grantor shall promptly take such steps as may be necessary to defend the action and obtain the award. Grantor may be the nominal party in such proceeding, but Lender shall be entitled to pnrticipatc in the proeoocil and to be represented in the proceeding by counsel of its own choice all at Grantor's expense, and Grantor will deliver or cause to be delivereG to Lander such instruments and documentation es may be requested by Lender from time to time to permit such parllcipaiion. Application of Net Proceeds. If ell or any part of the Property is condemned by eminent domain proceedings or by any proceeding Or purchase in lieu of condemnation, Lender may at its election require that all or any portion of the net proceeds of the award be applied to the Indebtedness or the repair or restoration of the Property. The net proceeds of the award shell mean the award after payment of all reasonable costs, expenses, and aTtornoys' fees incurred by Trustee or Lender in connection with the condemnation. IMPOSITION OF TAXES, FEES AND CHARGES BY GOVERNMENTAL AUTHORITIES. The following provisions relating to governmental loxes, fees and charges are a part of this Deed of Trust: Current Toxos. Foos and Charges. Upon request by Lender. Grantor shall execute such documents in addition to this Deed of Trust and take wherever other action Is requested by Lender to perfect and continue Lender's lien on the Heel Properly. Grantor shell reimburse Lender for all taxes, as described below, together with all expenses Incurred in recording, perfecting or continuing thio Deed of Trust, including without limitation all taxes, fees, documentary stamps, and other charges for recording or registering this Dead of Trust. Tures. The following shall constitute taxes to whic.n this section applies: (1) a specific tax upon this type of Deed of Trust or upon all or any part of the Indebtedness secured by this Deed of Trust; (2) in specific tax an Grantor whish Grantor Is authorized or required to deduct from payments on the Indebtedness secured by this type of Deed of Trust, (3) a tax on this type of Dead of Trust chargeable against the Lender or the holder of the Note; and 14) a specific tax on all or any portion of the Indebtedness of an payments of principal and interest made by Grantor. Subsequent Taxes. If any tax to which this section applies is enacted subsequent to the date of this Deed of Trust, this event shall have the same effect as an Event of Default, and Lender may exercise any or all of its available remedies for an Event of Default as provided below unless Grantor either (1) pays ilia tax before it becomes delinquent, or 12) contests the tax as provided above in the Taxes and Liens section and deposits with Lender cash or a sufficient corporate surety bond or other security satisfactory to Lender, SECURITY AGREEMENT; RNANCING STATEMENTS. The following provisions relating to this Deed of Trust as a security agreement are a part of this Deed of Trust: Security Agreement. This instrument shall constitute a Security Agreement to the extent any of the Property constitutes fixtures, and lender shall have all of the rights of a secured party under the Uniform Commercial Code as amended from time to time Security Interest. UADn request by Lender, Grantor shall take whatever action is requested by Lender to perfect and continue Lender's security interest in the Rerts and Personal Property. In addition to recording this Deed of Trust in the reel property records, Lender may, at any time end without further authorization from Grantor, file KING,WA Page 5 of 13 Printed on 11/13/2012 4:33:44 PM Document: TDD 2012.0525002100 Branch :STK,User :8714 Order: 01148-13254 Title Officer: Comment: DEED OF TRUST (Continued) page B executed counterparts, copies or reproductions of this Deed of Trust as a financing statement. Grantor shall reimburse Lender for all expenses Incurred in perfecting or continuiinQ this security interest. Upon default, Grantor shall not remove, sever or detach the Personal Property from the Property. Upon default, Grantor shall assemblr any Personal Property not affixed to the Property in a manner and at a place reasonably convenient to Grantor and Lender and make it available to Lender within three (3l days after receipt of written demand from Lender to the extent permitted by epplicabte law. Addresses. The mailing eddressas of Grantor (debtor) and Lender (secured party) from which information concerning the security interest granted by this Deed of Trust may be obtained {each as required by the Uniform Commercial Coda) are es stated on the first page of this Deed of Trust. FURTHER ASSURANCES, ATTORNEY-iN-FACT, The following provisions relating to further lysvrances and attorney-in•fact are a part of this Deed of Trust: further Assurances. At any lime, and from time to time, upon request of Lender, Grantor will make, execute and deliver, or will cause to be made, executed or deffvered, to Lender or to Lender's designee, and when requested by :ender, cause to be filed, recorded, refiled, or rerecorded, as the case may be, at such times and in such offices and places as Lender may deem appropriate, any and all such mortgages, deeds of trust, security deeds, security agreemerns, finowirg statements, continuation statements, instruments of further assurance, certificates, and other documents as may, in the sole opinion of Lender, be necessary or desirable in order to effectuate, complete, perfect, continue, or preserve (1) Grantor's obligations under the Note, this Dead of Trust, and the Related Documents, and [2) the liens and security interests created by this Deed of Trust as first and prior liens on the Properly, whether now owned or hereafter acquired by Grantor, finless prohibited by low or Lender agrees to the contrary in writing, Grantor shall reimburse Lender for all caste and expenses incurred in connection with the matters referred to in this paragraph, Attorney -in -Fact. If Grantor fails to do any of the things referred to in the preceding paragraph, Lender may do so for and in the name of Grantor arta at Grantor's expanse. For such purposes. Grantor hereby Irrevocably appoints Lender as Grantor's attanayin-fact for the purpose of making, executing, dalivering, filing, recording, and doing 4011 other things as may be necessary or desirable, in Lender's sole opinion, to accomplish the matters referred to in the preceding paragraph. FULL PERFORMANCE. If Grantor pays all the Indebtedness when due, and atharwise performs ell the obligations Imposed upon Grantor under this Deed of Trust, Lander shall execute and deliver to Trustee a request for full reconvoyerce and shall execute and deliver to Grantor suitable statements of termination of any financing statement on file evidencing Lender's security interest in the Rome and the Personal Property, Any roeonvoyance fee shell be paid by Grantor, if permitted by applicable low. The grantee in any reconvoyance may be described as the "person or persons legally entitled thereto', and the recitals in the recOrnreyance of any matters or facts shell be conclusive proof of the truthfulness of any such matters or faCTS. EVENTS OF DEFAULT, Each of tho following, at Lender's option, shall constitute an Event of Default under tf•tis Deed of Trust: Payment Default. Grantor fails to make any payment when due under the Indebtadneas. Other Defaults. Grantor fails to comply with or to perform any other term, obhgation, covenant or condition contained In this Dead of Trust or in any of tho Rolated Documents or to comply with or 10 perform any Will, cbGgation, covenant of Condition contained in any other agreement between Lender and Grantor. Compliance Default, Failure to comply with any other term, obligation, covonant or condition corttalned in this Deed of Trust, the Note or in any of the Related Documents. Default on Other Paymams. Failure of Grantor within the time required by this Deed of Trust to make any payment for tares or Insurance, or any other payment necessary to pfevent filing of or tv effect discharge of any lien. Defouh In Favor of Third Pertios. Should Grantor default under any loan, extonalOn of credit, securlty agreement, purchase or sales agreement, or any other agreement, in favor of any other creditor or person that may materially affect any of Grantor's property or Grantor's ability to repay the Indebtedness or Grantor's ability to perform Grantor's Obligations under this Deed of Trust or spy of the Related Documents. Fable Statements. Any warranty, representation or statement made or furnished To Lender by Grantor or on Grantor's behalf under this Bead of Trust or the Related Documents is false or misleading in any material respect, either now OF at the time made or furnished or becomes false ar misleading at any time lhereofter. Defective Colateralxatlon, This Deed of Trust or any of the Related Documents ceases to be in full force and effect lincluding failure of any eoilateral document to create a valid and perfected socoriTy interest of Men) at any time and for any reason. Death or Insolvency. The dissohrtion of Grantor's Iregardless of whether election to continue is made), any member withdraws from the limited liability company, or any other termination of Grantor's existence as a going Station Id :GXOR KING,WA Page 6 of 13 Printed on 11/13/2012 4:33:44 PM Document: TDD 2012.0525002100 Branch: STK,User :8714 Order: 01148-11254 Title Officer Comment: Station Id :GXOR DEED OF TRUST (Continued) Page 7 business or the death of any member, the insolvency of Grantor, the appointment of a receiver for any part of Grantor's property, any assignment for the benefit of creditors, any type cf creditor workout, or the commencement of env proceeding under any bankruptcy or insolvency laws by or against Grantor. Gredhor or Forfeiture Proceedings. Commeneomont of foreclosure or forfoituro proceedings, whether by judicial proceeding, self-help, repossession or any other method, by any creditor of Grantor or by any governmental agency against any property securing the Indebtedness. This includes a garnishment of any of Grantor's accounts, including deposit accounts, with Lender However, this Event of Default shall nut apply if there is a good faith disputa by Grantor as to the validity or reasonableness of the claim which is the basis of the credilor or fnrteitura proceeding and It Grantor gives Lender written notice of the creditor or forfeiture procaeding and deposits with Lender monles or a surety bond for the creditor or forfeiture proceeding, in an amount determined by Lender, in its sole discretion, as being an adequate reserve or bond for the dispute. Breach of Other Agreement. Any breach by Grantor under the isrms or any other agreament between Grantor and Lender that is not remedied within any grace period provided therein, including without fimilation any agreement concerning any indebtedness or other obligation of Grantor to Lender, whether existing now or later, Events Affecting Guarantor. Any of the preceding events occurs with respect to any Guarantor of any of line Indebtedness or any Guarantor dies or becomes incompetent, or revokes or disputes the validity of. or liability under, any Guaranty of the Indebtedness. Adverse Change. A material adverse change occurs in Grantor's financial condition, or Lender believes the prospect of payment or perlormance of the Indebtedness is Impaired. Insecurity. Lender in good faith believes itself insecure, Right to Cure, if any default, other then a default in payment is curable and if Grantor has not been given a notice of a breach of the same provision of this Deed of Trust within the preceding twelve (12) months, It may be cured if Grantor, after Lender sends written notice to Granto- demanding Cure of such default- Il l cures the default within fifteen (1 5) days: or 121 It the cure requires more than fifteen iI BI days, immediately initiates steps which Lender deems in Lender's sale discretion to be sufficient to cure the default end thereafter continues and completes all reasonable end necessary steps sulticient to produce compliance as soon as reasonably practical. RIGHTS AND REMEDIES ON DEFAULT. If an Event of Default occurs under this Deed of Trust, at any time thereafter, Trustee or Lender may exercise any one or more of the following rights and remedies: Election of Remedies. Election by Larder to pursue any remedy shall not exclude pursuit of any other remedy, and an election to make expenditures or to lake action to perform an obligation of Grantor under this Deed of Trust, after Grantor's fallure to perform, shah not affect Lender's right to declare a default and exercise its remedies. Accelerate Indebtedness. tender shall have the right at its option to declare the entire Indebtedness immediately due and payable, including any prepayment penalty which Grantor would be required to pay. Foreclosure. With respect to sit or any part of the Real Property, the Trustee shall have the right to exercise its power of sale and to foreclose by notice and sale, and Lender shall have the right to foreclose by judicial foreclosure, in either case in accordance with and to the full extent provided by applicable law. UCC Remedies. With respect to all or any part of the Personal Property, Lender shalt have all the rights end remedies of a secured party under the Uniform Commercial Code. Collect Rents. Lender shall have the right, without notice to Grantor to take possession of and manage the Property and collect the Rents, including amounts past due and unpaid, and apply the not proceeds, over and above Lender's costs, against the Indebtedness. In furtherance of this right, Lender may require any tenant or other user of the Property to make payments of rent or use fees directly to Lender_ It the Rents are collected by Lender, then Grantor irrevocably designates Lender as Grantor's artornay-in-fact to endorse Instrumams received in payment thereof in the name of Grantor and to negotiate the same and collect the proceeds. Payments by tenants or other users to Lender in response to Lender's demand shall satisfy the obligations for which the payments are made, whether or not arty proper grounds for the demand existed. Lender may exercise its rights under this subparagraph either in person, by agent, or through a receiver. Appoint Racelver, Lender shat) have the right to have a receiver appointed to take possession of al! or any part of the Property, with the power to protect and preserve the Property, to operate the Property preceding of pending foraclosure lir sale, and to collect the Rents from the Property and apply the proceeds, over and above the cost of the receivership, against the Indebtedness. The receiver may serve without bond if permitted by law. Lender's right to the appointment of a receiver shall exist whether or not the apparent value of the Property exceeds the Indebtedness by a substantial emcunt. Employment by Lender small nut disqualify a person from serving as e reCiiver. Tenancy at Sufferance. If Grantor remains in possession of the Property after the Property is sold es provided above or Lender otherwise becomes entitled to possession of the Property upon default of Grantor, Grantor shall KINi Page 7 of 13 Printed on 11/13/2012 4:33:44 PM Document: TDD 2012.0525002100 Branch -STK,User :8714 011 01148-13254 Title Officer: Comment: DEED OF TRUST (Continued) Page g become a tenant at sufferance of Lender or the purchaser of the Property and shell, at Lender's option, either (1) pay a reasonable rental for the use of the Property, or 121 vacate the Property immediately upon the demand of Lender. Other Remedies. Trustee or Lander shall have any other right or remedy provided in this Deed of Trust or the Note or available at law or in equity. Notice of Sale. Lender shell give Grantor reasonable notice of the time and place of any public sale of the Personal Property or of the time after which any private sale or vther intended disposition of the Personal Property is to be made. Reasonable notice shall mean notice given at least tan (101 days before the time of the sale or disposition. Any sale of the Personal Property may be made in conjunction with any sale of the Real Property. Salle of the Property. To the extent permitted by applicable law. Grantor hereby wolves any and all rights to have the Property marshallad. In exercising its rights and remedies, the Trustee or Lender shall be free to sell all or any DWI of the Property together or separately, in one sale or by separate sales. Lender shall be entitled to bid at any public sale on all or any portion of the Property. Attorneys' Fees; Expenses. If Lender institutes any suit or action to enforce any of the terms of this Deed of Trust, Lender shall be entitled to recover such sum as the court may adjudge reasonable as attorneys' fees at trial and upon any appeal. Whether or not Any court action is involved, and to the extent not prohibited by law, all reasonable expenses Lander Incurs that in Lender's opinion are necessary at any time for the protection of its interest or the enforcement of its rights shall become a part of the Indebtedness payable on demand and shall beer interest at the Nota role from tho date of Tho oxpendiluro until repaid, Exponses covered by this paragraph include, without limitation, however subject to any limits under applicable law, Lender's attorneys' fees and Lender's legal expenses, whether or not there is a lawsuit, including attorneys' fees and expenses for bankruptcy proceedings ;including efforts to modify or vacate, any automatic stay or injunctlonl. appeals, and arty anticipated post -Judgment collection services, the cost of searchirV records, obtaining title reports (including foreclosure reports/, surveyors' reports, and appraisal fees, title insurance. and lees for the Trustoo, to the extent permitted by applicable law. Grantor also will pay any court cysts, in addition to all other sums provided by law. Rights of Trustee. Trustee shall have all of the rights and duties of Lender as sat forth in this section. POWERS AND OBLIGATIONS OF TRUSTEE. The iollawing provisions relating to the powers and obligations of Trustee Ipursuant to Lender's Instructions] aro part of this Dead of Trust: Powers of Trustee. In addition to all powers of Trustee arising as a matter of levy, Trustee shell have the power to ,eke the following actions with respect to Iia Property upon the written request of Lender and Grantor: (a) join in preparing and filing a map or plot of the Real Property, including the dedication of streets or other rights to the public; (b) join in granting any oasemeni or creating any restriction on the Real Property; and Ic) join in any subordination or other agreement affecting this Deed of Trust or the interest of Lender under this Deed of Trust. Obligations to Notify. Trustee shall not be obligated to notify any other party of a pending solo under env other trust deed or lien, or of any action or proceeding in which Grantor, Lender, Or Trustee shall be a party, unless required by applicable law, or unless the action or proceeding is brought by Trustee. Trustee. Trustee shell meet all qualifications required for Trustee under epplicaftle law. In addition to the rights and remedies set forth above, with respect to all or any part at the Property, the Trustee shall have the right to foreclose by notice and sale, and Lender shall have the right to foreclose by judicial foreclosure, In either case in accordance with and to the lull extent provided by applicable raw. Successor Trustee_ Lender, at Lender's option, may from time to time appoint a successor Trustee to any Trustee appointed under this Deed of Trust by an instrument executed and acknowledged by Lender and recorded in the office of the recordist of KING County, State of Washington. The instrument shall contain, In addition to all other matters required by stats law, the names of the original Lander, Trustee, and Grantor, the book and page or the Auditor's File Number where this Deed of Trust is recorded, and the name and address of the successor trustee, and the instrument she51 be executed and acknowledged by Leader or its successors in interest. The mxcassor trustee, without conveyance of the Property, shall succeed to all the title, power, and duties conferred upon the Trustee in this Dead of Trust end by applicable law. This procedure far suhsVtuuon of Trustee Shall govern to the exclusion of all nther provisions for substitution. NOTICES. Subject to applicable law, and except for notice required at allowed by low to be given in another manner, any notice required to be given tattler this Deed of Trust, including without limitation any notice of daloult and any notice of sale shall be given in writing, and shall be effective when actually delivered, when actually received by telatacsimile, luNess otherwise required by law), when deposited with a nationally recognized overnight courier, or, it mailed, when deposited in the United States mail, as first class, certified or registered mail postage prepaid, directed to the addresses shown near the beginning of this Deed of Trust. All espies al notices of foreclosure from the holder of any lien which has priority over this Deed of Trust shall be sent to Lander's address, as shown near the beginning of this Deed of Trust, Any party may change its address for notices under this Deed Of Trust by giving formal written Station Id :GXOR KING,WA Page 8 of 13 Printed on 11/13/2012 4:33:44 PM Document: TDD 2012.0525002100 Branch :STK,User :8714 Order: 01148-13254 Title Officer: Comment: DEED OF TRUST {Continued) Page 9 notice to the other parties, specifying that the purpose of the notice is to change the party's address. For nonce purposes. Grantor agrees to keep Lender informed at all times of Grantor's current address. Subject to applicable law, and except for notice required or allowed by law to be given in another manner, if there is more then one Gremor, any notice given by Lender to any Grantor is deemed to he notice given to ell Grantors. CERTAIN OBLIGATIONS UNSECURED. As used herein, rhe term `Related Documents" does not mean the "Hazardous Substances Agreement' dated the same as this Deed of Trust and executed by Borrower in favor of Lender, and any and all modifications, extensions, renewals and replacements thereof. Notwithstanding anything to the contrary set forth herein or any of the Loan Documents, this Deed of Trust shall not secure the following obligations Ithe "Unsecurad Obligations"l: (a) any obligations evidenced by or arising under the Hazardous Substances Agreement, and (b) any other obligations in this Deed of Trust or in any of the other Loan Documents to tho extent that such other obligations relate specifically to the presence an the Property of Hazsrdous Materials and are the same or have the same effect as any of the obligations evidenced by or arising under the Hazardous Substances Agreement. Any breach or default with respect to the Unsecured Obligations shall constitute an Event of Default hereunder, notwithstanding the fact that such Unsecured Obligations are not secured by this Deed of Trust, Nothing In this Section shall, In itself, impair or limit Lender's right to obtain a judgment in accordance with applicable law after foreclosure for arty deficiency in recovery of all obligations that are secured by this Deed of Trust following foreclosure. ORAL AGREEMENTS. ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR To FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAIN. COUNTERPARTS_ This Agreement may be executed in any number of counterparts and by different parties an separala counterparts, each of which. when executed and dolivered, are an original, and all taken together, constitute one Agreement. For purposes of this Agreement, a facsimile or other electronic version of a party's signature, such as a .pdf, printed by a receiving facsimile or printer shall be deemed an Original signature. WAIVER OF DEFENSES AND RELEASE OF CLAIMS. The undersigned hereby fit represents that neither the undersigned nor any affill or printipal of the undersigned hes any defenses to or setoffs against any Indebtedness or other obligations owing by the undersigned, or by the undersigned's affiliates or principals, to Lander or Lander's affiliates (the "Obligations"), nor any claims against Lender or Lander's effiiiatas for any matter whatsoever, related or unrelated to the Obligations, and Illi releases Lender and Lander's affillill offrcera, directors, ampbvess and 0yarals from all clalms, causes of action, and costs, In law or equity, known or unknown, whalher or not matured or contingent, emitting as of the date hereof that the undersigned has or may have by reason of any matter of any conceivable kind or character whatsoever, related or unrelated to the Obiiga tti including the subject Metter of two Agreement. The foregoing release does not apply, however, to claims for future performance of express contractual obligations that mature after the date hereof that aro owing to the undersigned by Lender or Lender's affiliates. As used In this paragraph, the word "undersigned" does not include Lender or any individual signing on behalf of Lender. The undersigned acknowledges that Lender has be" induced to enter into or continue the Obligations by, among other things, the waivers and recesses In this paragraph. MISCELLANEOUS PROVISIONS. The following miscellaneous provisions are a part at this Dead of Trust: Amendments. This Deed of Trust, together with any Related Documents, constitutes the entire understanding and agreement of the parties as to the matters set forth in this Deed of Trust. No alteration of or amendment to this Deed of Trust Shall be affective unless given in writing and signed by the party or parties sought to be charged or bound by the alteration at amendment. Annual Reports. If the Property is used for purposes other than Grantor's residence, Grantor shall furnish to Lender, upon request, It Certified statement of net operating income received from the Property during Grantor's previous fiscal year In such form and detail as Lander shall require. 'Net operating income" shall mean all cash receipts from the property less all rash expenditures made in connection with the operation of the Property. Caption Headings, Caption headings in this Deed of Trust are for convenience purposes only and are not to be used to interpret or define the provisions of this [lead of Trust. Merger. There shall be no merger of the interest or estate created by this Deed of Trust wish any other interest or estate in the Property at any time held by or for the benefit of Lender in any capacity, without the written consent of Lender. Governing Law. This Dead of Trust will be governed by federal law epplieable to Lander and. 10 the extent not proompled by federal law. the laws of the Slate of Washington without regard to its conflicts of law provisions. This Deed of Trust hes been accepted by Lender in the Stets of Washington. Choice of Vanua. N there is a lawsuit, Grantor agrees upon Lender's request to submit to the jurisdiction of the courts of KING County, State of Washington. No Waiver by Lendw. Lender shall not be deemed to have waived any rights under this Deed of Trust unless such waiver is given in writing and signed by Lender. No delay or omission on the part of tender in exercising any right shall operate as a waiver of such right or any other right, A waiver by Lender of a proviFion of this Deed of Trust Station Id :GXOR KING,WA Page 9 of 13 Printed on l 1/13/2012 4:33:44 Per! Document: TDD 2012.0525002100 Branch :STK,User :8714 Order: 01148-13254 Title Officer: Comment: DEED OF TRUST (Continued) Page 10 shall not prejudice or constitute a waiver of Lender's right otherwise to demand strict eomp5ance with that provision or any other provision of this Deed of Trust_ No prior waiver by Lender, nor any course of dealing botwoon Larder and Grantor. shall constitute a waiver of any of Lender's rights or of any of Grantor's obligations as to any fuium transactions. Whenever the consent of Lender is required under this Deed of Trust, the granting of such consent by Lender in any instance shall not constitute continuing consent to subsequent instances where such consent is required and in all cases such consent may be granted or withheld In the sole discretion of Lender, Severability. It a court of competent jurisdiction finds any provision of this deed of Trust to be illegal, invalid, or unenforceable as to any circumstance, that finding shell not make the offending provision illegal, invalid, or unenforceable as to any other circumstance. If feasible, the offending provision shall be considered modified so that it becomes legal, vartd and enforceable. It the elfendirig provision cannot be so modified, lt shall be considered deleted from this Deed of Trust, Unless otherwise required by law, the illegality, invalidity, or unenfoteeability of any provision of this Deed of Trust shell not effect the legality, validity or enforceability of any other provision of this Deed of Trust. Successors and Assigns. Subject to any limitations slated in this Deed of Trust on transfer of Grantor's Interest, this Deed of Trust shall be binding upon and inure to the benefit of tho parties, their successors and assigns. It ownership of the Property becomes vested in a person other then Grantor, Lender, without notice to Grantor, may deal with Grantars succassers with reference to this Used of Trust and the Indebtedness by way of forbearance or extension without releasing Grantor from the obligations of this Dead of Trust or liability under the Indebtedness_ Time is of the Essence. Time is of the essence in the performance of this Deed of Trust. waiver of Homestead Exemption. Grantor hereby releases and waives aft rights and benefits of the homestead exemption laws of the State of Washington as to all indebtedness secured by this Deed of Trust_ DEFINITIONS. The foibwing capitalized words and terms shall have the following meanings when used In this Deed of Trust. Unless specifically stated to the contrary, all references to dollar amounts shall mean amounts in lawful money of the United States of America. Words and farms used in the singular shall include the plural, and the plural shall Include the singular, as the context may require. Words and terms not otherwise defined in this Deed of Trust shell have the meanings attributed to such terms in the Uniform CommereW Code: Bensficiary. The word "Beneficiary" means THE COMMERCE BANK OF WASHINGTON, N.A., and its successors and assigns. Borrower. The word "Borrower" means CEDAR RIVER STATION ILC and includes all co•signefs end co -makers signinG the Note and all their successors and assigns. Deed of Trust. The words 'Deed of Trust' mean this Used of Trust among Grantor, Lender, and Trustee, and includes without limitation all assignment and security interest provisions relating to the Personal Property and Rents, Default. The word "Default' moans the Default set forth in this Dead of Trust in the section titled "Default". IEverrt of Default. The words 'Event of Default" mean any of the events of default set forth in this Deed of Trust in the events of default section at this Deed of Trust. Grantor. The word 'Grantor" means CEDAR RIVER STATION LLC. Guarantor, The word "Guarantor" means any guarantor, surety, or accommodation party of any or all of the Indebtedness. Guaranty. The word 'Guaranty" means the guaranty from Guarantor to Lender, including without limitation a guaranty of all or part of the Note. Improvements. Tho word 'Improvements' means all existing and future Improvements, buildings, structures, mobile homes affixed on the Real Property, facilities, addiiions, replacements and other construction on the Real Property. Indebtedness. The word "Indebtedness" means all principal, interest, and other amounts, costs and expenses payable under the Note or Related Documents, together with oil renewals of, extensions of, modifications of, consolidations of and substitutions for the Note or Related Documents and any amounts expended or advanced by Lender to discharge Grantors obligations or expenses incurred by Trustee or Lender to enforce Grantor's obligations under this Deed of Trust. together wh1h interest on such amounts as provided in this Deed of Trust. Specifically, without limitation, indebtedness includes all amounts that may be itdirectty secured by rhe Cross -Collateralization provision of this Deed of Trust. Lender, The word 'Lender" means THE COMMERCE YANK OF WASHINGTON, N.A., its successors and assigns. Nets. The word "Note" means the promissory note dated May 23, 2012, in the original principal amount of $2,463,500.00 from Grantor to Lender, together with all renewals of, extensions of, modifications of, Station Id :GXOR KING,WA Page 10 of 13 Printed on 1 111 312012 4:33:44 PM Document: TDD 2012.0525002100 Branch :STK,LTser :8714 Order: 01148-13254 Title Officer: Comment: DEED OF TRUST {Continued) page 11 refinancings of, consolidations of, end substitutions for the promissory note Cr agreement. NOTICE TO GRANTOR: THE NOTE CONTAINS A VARIABLE INTEREST RATE. Personal Property. The words 'Personal Property" mean all aquipment, fixturesr and other articles of personal property now or hereafter owned by Grantor, and now or hereafter attached or affixed to the Real Property; together with ell Recession$, parts, and edd,tionc 1o, ell replacements of, and all substitutions for, any of such property. and together wiih all issues and profit$ thereon and proceeds lincluding withoul limitation all Instrange proceeds and refunds of premiumsl from any sale or other disposition of the Property, Property. The word 'Property' means collectively The Real Property and the Personal Property, Real Property. The words "Real Property" mean the real property, interests and rights, as further described in this Deed of Trust. Related Documents. The words "Related Docvments' mean all promissory notes, credit agreements, loan agreements, securlTy egreemems, mortgages, deeds of trust, security deeds. collateral mortgages, and ell other instruments, agreements and documents, whether now or hereafter existing, executed in connection with the Indebtedness; provided, that guaranties and environmental indemnity agreements era not "Related Documents" end are not secured by this Deed of Trust Rents. The word "Rants" means all present and future terns, revenues, income, issues, royalties, profits, end other benefits derived from the Property. Trustee. The word "Trustee' means UPF INCORPORATED, a WASHINGTON CORPORATION, whose matting address is 12410 E. MIRABEAU PARKWAY, SUITE 100, SPOKANE VALLEY. WA 99216 and any substitute or successor trustees. GRANTOR ACKNOWLEDOES HAVING READ ALL THE PROVISIONS OF THIS DEED OF TRUST, AND GRANTOR AGREES TO ITS TERMS. GRANTOR: CEDAR RIVER STATY LIMIT"LIABLITY COMPANY ACKNOWLEDGME �/ Y �--;r-:'! STATEflF~,+'.'� G ARY Z COUNTY OF s ` f p��� �•� On this L7`day of +^" rC 20 I befor VFU'" Notary Public, personally appeared PAUL N. JOGS, M agar of CEDAR RIVER STATION LLC, and to me or proved to me on the basis of satisfactory evidence to be a member or designated agent of the imr ed liability company that executed the Deed of Trust and acknowledged the Deed of Trust to be the free and voluntary act and deed of the limited NebiG'y company, by authority Of statute, its Articles of organization or its operating agreement, for the uses and purposes therein mentioned, and on oath stated that he or she is authorized to execute this Deed of Trust and in fact executed the Deed of Trust on behalf of the limited Nobility Company. B %#LResiding at Station Id :GXOR f r V • Vr -rqV��I ]� Notary Public in and for the State of My commission expires 1 C!� ] K1NG,WA Page 11 of 13 Printed on 11.11312012 4:33:44 PM Document: TDD 2012.0525002100 Branch :STK,User :8714 Order: 01148-13254 Title Officer: Comment: Station Id :GXOR DEED OF TRUST I Continued) Page 12 REQUEST FOR FULL RECONVEYANCE To; , Trustee The undersigned is the legal owner and holder of all indebtedness secured by thle Deed of Trust You are hereby requested, upon payment of ell sums owing to you, to reconvey without warranty, to the persona entitled thereto, the right, title and interest now hold by you molder the Deed of Trust. Date; Beneficiary; aV.- Its- LASER Lending, Ver. 6.60.00.005 Copr. Harland Financial Solutions, Inc. 107, 2012. All Rights Raserved. - WA I-ACFIVJ1MCFIILPl-1G01.FC 7R-4096 PR-conmlre KING,WA Page 12 of 13 Printed on 1 1113/2012 4:33:44 PM Document: TDD 2012.0525002100 Branch :STK,User :8714 Order: 01148-13.54 Title Officer' Comment: Station Id :0NOR _EXHIBIT "A" Parcel A: Loot 3, together v4th an undivided trxerest in Tract A. King County Short Plat Number L99830% according to the short plat recorded under Reoording Number 20010831900002, records of King County, Washington. P'ar'cel e: Lot 4, together with an undivided interest In Tract A, King County Short Plat Number L99S3019, according to the short plat recorded under Recording Number 20010831900002, records'of King County, Washington. Parcel C: An Easement for the dghl to drain storm or surface water from said premises onto the Northedy adjoining property, as reserved In deed recorded under King County Reawd[ing No. 8904140316. KING,WA Page 13 of 13 Printed on 11/13/2012 4:33:44 PM Document: TDD 2012.0525002100 ot-a1m :, 1,iN7 user _ 5114 inic uincer: l_ommeni: ')12t10n iU liA\ JK 20120525002099 When recorded, please return to: STEMRT TITLE 0 68.00 PA0E-407 OF 40? 05/25/3012 18iba Cedar River Station LLC KING COUNTY, 4A 4057 Williams Avenue N. Renton, WA 98056 E2545566 95/25/2012 15:08 KING COUNTY, NA TAX529,428.40 SALE $1,66253,000,00 PAGE -001 OF 04t Document Title: Bargain and Sale (Special Warranty) Deed Reference numbers of related documents: NIA Grantor: AQUA BARN RANCH, INC,, a Washington corporation Grantee: CEDAR RIVER STATION LLC, a Washingtun limited liability company Legal Description (abbreviated): Lots 3 and 4 and an undivided interest in Tract A, KCSP No. L99S3019, Rec. x#20010831900002; additional legal description on Exhibit I, attached Assessor's Parcel Numbers; 2323059210 and 2323059211 BARGAIN AND SALE (SPECIAL WARRANTY) DEED THE GRANTOR, AQUA BARN RANCH, INC., a Washington corporation, For Ten Dollars ($10) and other vaivable consideration, in hand paid, grants, bargains, sells, conveys, and confirms to CEDAR RIVER STATION LLC, a Washington limited liability company, GRANTEE, the following described real estate (the "Property"): ?arc ! LOT 3, TOGETHER WITH AN UNDIVIDED INTEREST IN TRACT "A", KING COUNTY SHORT PLAT NUMBER L99S3019, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 20010831900002, RECORDS OF KING COUNTY, WASHINGTON. Parcel B LOT 4, TOGETHER WITH AN UNDIVIDED INTEREST IN TRACT "A", KING COUNTY SHORT PLAT NUMBER L99S3019, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMI3ER 20010831900002, RECORDS OF KING COUNTY, WASHINGTON. The Grantor, for the above Grantee and for its successors -in -interest, does by these presents expressly limit the covenants of the deed in regard to the Property to those herein BARGAIN AND SALE (SPECIAL. WARRANTY) DEED --Page I KING,WA Page 1 of 7 Printed on 11,'1312012 4:29:33 RIM Document: DED 2012.0525002099 rsrancn :) t N, user : N / 14 vruer: v t 146_1.)/_D14 litre L-Micer: k .omment: oration to : ,TA4jtc expressed above, and excludes 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 athemisc, it will forever warrant and defend the said described Property, In addition, Grantor hereby conveys and quit claims to Grantee the right to drain storm or surface waters from said Property onto the northerly adjoining property reserved in deed recorded under Recording Number 8904140316. All of the foregoing being subject to those matters set forth on EXHIBIT 1 attached to and by this reference incorporated into and made a part of this Deed. DATED this 25th day of May 2412. Agreed to and Accepted by: BARGAIN AND SALE (SPECIAL WARRANTY) DEED --Page 2 AQUA BARN RANCH, INC., a Washington corporation By. 002'1�� J to L. Carr, President CEDAR RIVER STATION LLC, a Washington limited liability company M By: Dr. Paul Joos, Manager Desnee Joos, Manager KiNG,WA Page 2 of 7 Printed on 11 /13/2012 4:29:33 PM Document: DED 2012.0525002099 nrancn : i N. user :6 ! L + t.)raer: u i i=+a-1-)-'3q 1 Ille Uiiicer. �-,ommeni. 05/25!2012 13: 26VaI ley Eye & Laser (F4X)42527133294 J)umon is 'k eCvjte P,o13Io16 __.... 1... . mq mmd abM and czebula ail 9oweats wift ar to seise by zW1Id ry or otbw broca m. and dm herr by wymat that amt all poems whmusacvcr lawNb cttiaaiag at m *Wm by, ftmgb. ar uador acid Gmubw and taot W=wty% it vlil ftam vramW and doftd to Bald dwmibed PmpeV. m edditt— Chsntarhereby conve" and quit claims to Oradea the right sa tinea at o or PAT= waaara from u% Pme* aero the am*efly a4abibg pmpa W rmserved In deed raaordadundwRemedtgM=bw 8804140316. All of the fbr pwg baiag sab}sd to thaw mattes bat far& on MUMr A attached to aad by Us ridutaco kmpi> and bw eaad mads a.pmt *fusee Deed DA7M dila 25th day ofMw2OM MXA, RAW RANCH WC1 . a We gton oorpma8an By. Jemotta L. Car. Ptas#daat Agreed to and A,c pftd by: C)a1RRIM 'W tltq' wm LR BARGAIN AND SALE (MCI" WAR RAN * D= -pogo 2 was>atngtm tt.1we KING,WA Page 3 of 7 Printed on 11/13/2012 4:29:33 PM Document: DED 2012.0525002099 mrancn :�)tn,user :6 /t4 �traer: u 146-1JLJ4 tide urncer �_,omment station to :jn►jtt STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this 25th day of May, 2012, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally Appeared )ANETTE L. CARR, to me known to be the person who signed as President of AQUA BARN RANCH, INC., a Washington corporation, the corporation that executed the within and 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 was acting as said officer of the corporation, and that site was authorized to execute the said instrument on behalf of the Corporation. IN WITNESS WHEREOF I have hereunto set my hand and official seal the day and year lirst above written. ro wo. BARGAIN AND SALE (SPECIAL WARRANTY) DEED --Page 3 Q�ature of Notary) V 4+1 - (Print or stamp name of Notary NOTARY PUBLIC in and for the State of Washington, residing at My appointment expires: V12-7 - AQ[y _ KING,WA Page 4 of 7 Printed on 11/13/2012 4:29:33 PM Document: DED 2012.0525002099 t5ramm J llS,user :6114 l)raer: u1146-1 1LD4 ime uIIicer', 4_,OmmenC: ocacion la azeSEltf EXHIBIT 1 EXCEPTIONS TO TITLE General taxes: First half delinquent May 1; Second half delinquent November 1: Year: 2012 Amount Billed: S6,531.12 Amount Paid: $3,415.56 Amount Due: $3,415.56, plus interest and penalty if delinquent Levy Code: 215E Tax Account No.: 232305-9210.08 (Affects. Lot 3 and an undivided interest in Tract A) 2. General taxes: First half delinquent May 1; Second half delinquent November 1: Year: 2012 Amount Billed: $7,198.26 Amount Paid: $3,599.14 Amount Due: $3,599.14, plus interest and penalty if delinquent Levy Code: 2158 Tax Account No.. 232305-9211-07 (Affects: Lot 4 and an undivided interest in Tract A) 3. Facility charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for water or sewer facilities of Cedar River Water & Sewer District as disclosed by instrument recorded under Recording No. 81302220455. Modification andlor amendment by Instrument: Recorded: August 24, 1990 and April 28, 1993 Recording Nos.: 9008241403 and 9304282240 4. Unrecorded leaseholds, if any, rights of vendors and security agreement on personal property and rights of tenants, and secured parties to remove trade fixtures at the expiration of the term. 5. Reservations and exceptions, including the terms and conditions thereof: Reserving: Minerals Reserved By: Northern Paciflc Railroad Company Recorded: February 10, 1886 Recording No.: 146053 6. Easement, including terms and provisions contained therein: Recorded: September 20, 1978 Recording No.: 7809200893 In favor of: Pacific Northwest Bell Telephone Company For: Underground communication lines Affects: A portion of the premises and other property Page I of 3 KING,WA Page 5 of 7 Printed on 11/13/2012 4:29:33 PAI! Document: DED 2012.0525002099 15rancn :71&,user :6! 14 UTLIer'_ ll1 146-1-5 4D4 11L1C 11i11Cer' k,()MMCT]L: )LaL10n IQ lrAVK E=asement, including terms and provisions contained therein: Recorded: July 21, 1980 Recording No.: 8007210529 In Favor Of: Pacific Northwest Bell Telephone For Company For: Underground communication lines Affects: A portion of the premises and other properly Easement, including terms and provisions contained therein: Recorded: December 27, 1989 Recording No.: 8912271705 In Favor Of. King County For Dralnege and slopes Affects: A portion of the premises and other property 9. Easement, including; terms and provisions contained therein: Recorded: July 5, 1990 Recording No_: 900705OB02 In Favor Of: Cedar River Water and Sewer District For: Water system Affects: A portion of Lots 3 and 4 and other property 10. No Protest Agreement and the terms and conditions thereof: Between: Owners And: Future owners Recorded: December 1, 1982 Recording No.: 8212010360 Regarding: The formation of a utility Local Improvement District for purposes of providing water mains and fire hydrants 11. Agreement and the terms and conditions thereof: Between: Aqua Barn Ranch, Inc. And: King County Recorded: December 17, 1987 Recording No.: 6712170412 Regarding: Drainage plan and release of damages 12. Well Site Covenants and Restrictions contained in instrument: Recorded: August 7, 1979 Recording No.: 790$070746 13_ Easement, including terms and provisions contained therein: Recorded: July 5, 1990 Recording No.: 9007050803 In Favor Of: Cedar River Water and Sewer District For: Sewer system Affects: A portion of Lots 3 and 4 and other property Page 2 of 3 KING,WA Page 6 of 7 Printed on 11/1312012 4:29:33 PM Document: DED 2012.0525002099 nrin. n : a L N, User .6 1 [ 4 ureter. U l 146- t i •4 dile LANCer' L,onlmeni' 31alion 10 :UAUN. 14. Easement, including terms and provisions Ontalned therein: Recorded: December 8, 1994 Recording No.: 9412081041 Far: Vehicular and pedestrian ingress and egress, roadway, sidewalk, storm drainage improvements, utilities and landscaping improvements Affects: A portion of Short Plat 15. Easement, including terms and provisions contained therein; Recorded: May 16, 1995 Recording No.: 95051606D5 In Favor Of: Washington Natural Gas Company Far. Gas pipeline(s) Affects: A portion of the premises 16. Terms and conditions of right to drain surface water easement as contained in deed: Recorded: May 1, 2043 Recording No.: 20030501002439 17. Terms, Covenants, Conditions and Restrictions as contained in recorded Lot Line Adjustment (Boundary Line Revision): Recorded: March 15, 1990 Recording No.: 9003151304 18. Restrictions, conditions, dedications, notes, easements and provisions contained and/or delineated on the face of the Short Plat recorded under King County Recording Number 20010831900002. 19. Easement, including terms and provisions contained therein: Recorded: July 2, 2004 Recording No., 20040702001178 For, Storm drainage Affects: NorthweAerty, portion of Lot 3 20. Development Agreement and the terms and conditions thereof: Between: City of Renton And: Aqua Barn Ranch, Inc. Recorded: March 7, 2007 Recording No.. 20070 307000 1 34 21, Matters disclosed on unrecorded survey by Encompass Engineering & Surveying, dated February 27, 2012, under Job No. 12522, as follows: A) Question of ownership of the rockery and fence along the East line of Lot 4; and B) Possible minor encroachment of water meter from property adjoining on the South onto Lot 4. Page 3 of 3 KING,WA Page 7 of 7 Printed on 11/13/2012 4:29:33 PM Document: DED 2012.0525002099 r REGelvcv MIS DAY Fee a BE= DISTRX 8Y711r• • •T !. 0 uomref3 OF iTTIi.IT3f CQI�NSC'L" U` MZk RP -Ti; 5 KINj NOTICE IS SERMY GIVEN that the Board of commissioners of the Cedar River Water 6 Sewer District nava adopted: {n (1) Assolution no. 228$r as amended by Resolution Hos, 24oar 2404 r;, and 2471, or as may be subsegmently amended, establishing CU ` , connection charges for properties seeking to connect to the District's water system, and (2) Resolution No. 1708, as amended by Resolution Nos. 2404 and 2471, or as may be suhgequently cc Co amended, establishing eommation chargee for properties seeking to connect to the District's newer system. A11 real properly within the land area flaoribed on the attached Exhibit A, for which a connection to the District'S water or sewer systems is requested shaXl pay the applicable connection charges in effect at the date at connection. Information an the amount of the connection charges and any ether applicabla oharges may be obtained from tho District's office: 18300 S.E. Lake YoLulgs Road, Renton, Washington 98058 (teiephme 255-•637oj. The r+cording of this Notice it authorized under the provisions of RCW 55.08.170. DATED this 14 day of Pebruary, 1988. for RPCCrr . cBgilES[ J 1- r ST'ATr OF NAM INGTON } CEDAR RIVER RATER & SENER =STRICT OF VxVG COUNTY sy �^ Charles Terw1l-'E!qZL2rj Pre ant BY Samuel W, Green, Secretary 40 -ITS A COUNTT`1 or RMO } PE CD F t.caG CRSHSL -1--f-4. 00 I certify that I know or have satisfactory evidence that MUMM5 TER.I4IL== land SALd z W. GREEN signed this instrument, on oath Stated that they were authorizad to execute the instrument and wAnovladged that they were the President and Sacratazy of CEDAR RXM WATER & SEWER WST.AICT, to be the Lyre■ and voluntary act of snob party 2or tra uses and purposes mentioned in the instrument. DATED: r'NOTARY PUBLIC In and lor =it Stats of wash on, 4residirtq at No9l1RY S5}►L 5 !�i'•' t' �` Sly Appointment ZTpiran t L - jai :Yc�at4ctr; l;s , ORIGINAL R, 19 R. I u2u= "I WAI- . M— RECElIku 11413 DAY Return original to: bio iq 2 07111'90 Cot:son & , mason, P.6, (RBJ/ev) 90-'05/24 R3403 S 3000 Sank of California Center �YT`,ik Ley "I?iQF, R5GPE 2- OD M Fourth Avenue fi ••i ,s7 REM P 6.00 Seattle, VA 98154 filh;,';i: f CASIM +k"RG.40 'SS AMP.SiDED NOTICS OF UNPAID WATER XnECTION OFiAMPA R13CMMZD BY CEDAk RxVSR NAM AHD b"EWSR DIBTR OV NOTSCS IS GIVEN that the Board of commi.ssioaera of cedar River Water and sewer District recorded a, Kotice of Utility Connection Changes under King county Recording leo. 880222o455; that subsequent thereto, property has barn annexed to the Bistrict to expand its bound ries, therefore, District hereby amanda euah notice to inaluda additional rani property outlined on the map attached as Exhibit A. All properties within the land area outlined an Exhibit A saaking to connect to the wags system of Cedar River Water meet Saver District aball pay to District the appliuLble unnneution chargea in effect at the date of connaation. Information on the amount of the connection ch=gaa and any other applicable charges may be obtained from the District s office at 18300 Southeast Laka Youngs Road, Renton, Washington, 99058^9799 (telephone number 255-6374). The recording of this Notice in authorised under the provisiona of RCW 63.08.170. Dated this E9-1r'day of August, 1990. CEDAR RIM MAM AND SZM DISTRICT OF 1CCiNG Ca=TY, RAS=NGTCN a municipal carpor T�� Sy. dee Sy: Secretary . STAT$ OF 11'AMINGTON Ss COURn OF KING ) I certify that Y ]Claw or have satisfactory evidanee that CHARLES TERWXLLV xR and WAYl n CAltM signed this instrument, on oath stated that they were authorized to execute the inatrument and acknowledged that they were the President and Secretary of the Board of Commissioners of Cedar River Vater and Saver District, to be the Tree and voluntary act of such party for the maps and puz Dated: 3/9261-3/oar m9n.69Q meNAL r 19 op -m 0, Return recorded origizal to: Riebard a. jbn= ,Tu -z= & a=xm, 1'. a. 900 4th kimm, SLLite 3000 SaLmle, la gm--IDDI mm RIM mm AM amm Dim= OF Mr. =m, rap mmm jmmD iu= DF ur= cataMON aozm Updatire Rm=AltW Nba. 88=0455 and POM42A03 NX= IS MM GIVEN that the Baud. cf ComAssioum of oeda- Rives lfttex and SOW PiMtdtt CE JjMg CMLT, Mj8hj4gtM, a fflgi dIM) =W=att=, xwmzW a NDUm of UtiMxy 1 ter FlW 02mty Pzamlfng no. 880=0455 ad as mwJe mtim Imla 8Lu3 W=t:y N=djxq Na. 9008241403, that nubsequed- thereto, p=pmty I= beet amuomd to the District to OPW its bmmftdes, Ummf=m, llikmict bereby mmn!w ffu& nodt s to ':WJ]Xle tbP- adtticOal M -a pztp=tY okllme cn Lbs nop shbobed as Eddbit X All ymop==Les 0 -thin the land atm mitilood m Pohl hi t, A sedcLmg to C=B= to the D19tdctle water aid semw 4vbm dual pW to Djutrict the pw3cawe =me=im dmzges iu of at the date of ccmectd—. lmfa=dm ca the zrmzt Of tIM 0=00=1— dazges and =V ctbw qVUmWz dEmSm MY be Obbdusd f= the MBtdLt OfEce at 0300 a. H, LOR Y=199 Rmd, ]a=t—, Wk qgos8-979.1) ftel4j=e =Mter 12061 255-5370), !nx re=d1m a thig mtim is ataInd-1 Loadae tds Fcowlsicm or MN 65.08.170. DV.ed thla-20th&T c)fApril =MX mmx wm mv slow I== OF EMC COUM, MMr3XM=- AO-1 taxi I cmm:UY th= I k0ow or hwe SRLLB&==y evideam that Water M. Qmt= and C9 =2m it- T=vcLUeqar Wamd this jmff-===, ca cath aMtga tbmt tber uvre amtbm:isW to M=te d* bmt=gmt and admwlWqmd Unt OW wme the pxmldmt4 sm= mMis ty of Bcexd of ammignimm of oada River Wsb= md Swwiw MB=Lct, to be the flee &W valuataLy &Lt of Buck pany -f= the um and Pm�Pcm ffmatimed in the icm=xrg=. L.UL=* 82T3.1 40, 1993 J/.9245-3/Uta-=.493 Uf\IUII,dl I— ...�,.-, �, � f �{ �� � � I J4:�S.+'i5�,. ,. ',•�..-.::^r•,,� a.1 •fF: r.S.:G'�tSfrr'S. L,�t!- �J •{.��. Mr. .:���'.>,� � .� �*:`• ��, �":* h�lra ear; vd. _ •' .•F` '`iC. #. �' _ f LLLTo '•r. .�i' M">1��'3`: afAt+Jr( �LMPf �}� .0/C�.t�rfZ .0 x&�... ` .•�,,�s... �•�;.:s+' f !a✓�ir//tv—�lLb/lig s�:57� t£r i•'� /n Mrd. r.tir �1f�'T.{lt LC L✓r ILAC VL 4 1+46 M�•;,, 4 ::`• l�yf� UQ�./.LGJ✓ Y�.s�i1y..t--• 74ki[.� ��fCeGe.�CI� .IGS �f+`�.+-e.•�!•te.r .�Lo'•Glrc.�,C.. ''rV i Y�r �•• s • iJ��•�^•/' �i.4�'/L'LV tii�R .'{ J 67ILi la../��+C�-C/t. ,�+ �: �•�i+L-L+i �.IY !�. � 4 .,=, -u-ta way •;,,.:t t:n G•. ��L�...!•G�+�4�(+ s+. f:.o_ pCe4�i��. ,.off �iiLd°' �CEtt.C«yy- p�,.•. feel.- [6LLa" '+.+Sa',+!-�•;,Fx w.eC.r �, f.l e=:.�.1..� �.is.i.'+'�et a; r' Naf, fllrkftr KHAW ALL Mfk DY 1H911% Til R4*MY4 r r,.r wi.rra and rrla riiN ,ray 4i,w.uun — rya rr!..r.r,l is h.!.4ry ananmot.rfyrrl rlrr unt{.ruyw.l hv.IrT 01 r i wmi'Moal aaarrnwl 5,6 PWW 4Mth.004 tlall I.r,ph,in. 4'—"awy k WooWnp ah f.ngwN i{N.n 1rer rsnr•..r.ra anlr rl hr aaal.IRyIrl. r! h, hl Id■rw runktm wt rp.bil wRarn r.rw iRyr�,a rp7yn,/1Ha1 r.f+N• .011"w —.P—.P...t. r... Lrfd .17.E C - :t.1 wl ^JAm fall. arra •I,ha lr.S,Nqpa ar.rF Olrtnulrnprtr..a ■Ilar,hstl Ihinllp M !hi yr ra.a ! 'hay tri• tr,l5a Ip Jrer/ ragspi. ilp,rn a, ru!/ ny/r rnN:Hi unflyi h% I.iimwlnv d.H•rlyrrt linpnf{ .nrrwtnl .r. 1, If JL ees .rrri.ls .ral* 01 .' Yt. "F.l: ,LI 4 sk a0Aal �� +,f' a; . Y Y d 1,. !{ .i J 1-- d� r • �1 ... +. "J" +W �i AM . r -a , r,.+y.rt r1P +7r•aa•4 r.'r,r.�rf .+rJ •.er.+•{ � fir.►. d � r�.� .`�dl 04 N ,w .•r r:Y+t a+ >r " f r. d ""r I. • ...• •. v. �yriJ t r lw++'r f 0.p• J"r W A0 Ar _ 7r ,r 1! wI ii -It k.41 .IN ifi# .h4^ ! do 'r, it 'Y'11 e t Y IIJiMrA X11/+ '1" i/i�#' rl.d �.`vo T r; tl 0;' h ok-AfIr r r. T r r .+ r► � r . � +w`` IV PC .r•i+ri�}r r {olr+v -vr".4 r 113I0 Ir 4 rw % 3off f'e`-I f /I J0 i► M+,i' r.ikW M,ra+—rMr•w r �' r if A V arpor "�f / 4/r r . "%1r" Y ,r I d f / �iY� EwJ IA,r�r} {4i P J- V 3 A Ai ..v L . Pro IM ..1 1I` � 1a�i fair � m- r e- . Cil oillrk Irhrlrl 00 Illi II" h" 0W efplll Al IIA W14 I"* IfI fsm �I',.,r i+f�.� i�1 TM 19lw111 pYf�+!uN INI r+r ' f"milll 6d. d Id rA4f5." io poly NhN. MW w •11 all ohs / .�.,.�:�.I�.i�,�1+.,.��.Ak.•��A'ri..f,..'ir sl�.+�•••.+wnmrn� r .. MOR" 010001 111101skr hIlIWR► OMI 1IMMIhMlrit"k hull! I" ►MIt p1ApiM11h *Rh th4 y110,4611Mrdlflo Ihi k permtw. Shote Ir Irlle mehla iul 414r+ttgr nwSISO io glamItr by ink all"Eltpl 0 Me 1"jii "d plllfll"" hip�►+I p+wl�+i 1hw flyflikr "h01i1ww *no pt"SHtltk 411 lhu , o 11 -Al Owl lmmf .10 W4 b" M IH 0M.04 kWW-Q upin Itr. ho- :!„ '.:. p411F11}Ikf91,i, letlhitt1411Y1#i91kr►NiOMktllk kr;N 100640"* 41 t11R IgFIMgMY/r1111N ho411pb Al 'n Wt1llltln whkr I Y tMA UgMk■0uYui ht. jnw14inw4j'177 3!}.le' 1ti Y • WIIhaVtk ,,..�•„z...r... .- - Ylkyr,t ��1.. _ Kb '`Ca '1iACOT ,�'1! '.-, r �k 41rf111oM . ' IiIMMtltlwl Akrnk�kMpe11kM1 `� O+rMINa �►k+5 1 MA?tltl NrkltQi.'. R'k4� k'I� r7r/�sy 11(jtlhllYdh pn ihtt #ay 1106eMrhklly ll"Md Wwo ma, � ....,..-rafiwwr ...ajy,. .•.,. ..._-. M1Y.'M yy kLfl+p�sti.; Ib hta ii 1'*WIL tr ba oho ta,Ylv10*1 dkwtwari 1h Mrd at- 06►l06vk" ' 1Ft1 4okh4t and 6m" "-w MI mo kakrw"■Alow " 4Y1j06M YIM kkltt4 M _ a • hM 0" NI wla 1= M tela *� . 4tlkwttiry WI SPA Iwil, MM NM vkrk V4Frlt'N..k Iti.lMn ,�+�.,, tiMvn rrtrlkr Ar h,hd kIW iwwul kNr ttrte .. M06Y at wra �/n'FMatrt+ .Mal sawl.,t 1t41 M +../w+'tirR; w nl tv Yar.'r ft#W *Oki rganr+M.a tv M M MW Pat m4pat iv sari Arlo Yaw a.'NarMIM 10 *4 tttAk, 06.4./ wnrMn • MwMenarA, rd "h ",% ONSW % R . , r *4WgWr M'""I .,r . ■,.r w we ktaN.i a.lf!/+gMlh} ■.Ow" low ilwrrr.we rMM4y1 at rm ArrK" rw •'tnaM modem .1 I har.,t irrrW Sal a" P.W.4 arv-iSl r� arwaa +r i �hrN �{�p 1.06106. r fky?� +.rJj�• ar r�rw t'sk� i».r.ktJ. t..06..t. N r.Gslt.�r✓. •�..�.4 ` r . I lr.l.1 I•, It..h I ,..,,...a .t 5ra1••1, Ar e j`!'ifif. KNOW ALL MEN BY THESE PRESENTS: For good and valuable emsideratlon, ivacipt wnernnl is Ifetnny ahknowlmdgnd_ the underslynird hereby granta a plrpelusi easement Ic Pacific hiormwem Bell Tnlephon!! LrVmpany •I Waahinnlon Cv,poralrpn. its suacesama and asaigna. with the right to Aleco. consrnct, operate and mnr,taln Inap wi. rocensirurl• rnvnir, repkkeep roe and o10ar under xrannd_ ggxgO#catian lines vnlh winds- Cables. Kalem•.:Ind rylpdrlrIlAnrns nliached therelo, as Iha grantea may from time in time require, upon nerorra, nrnr ursri:nr under the rnllowing doscribed property milutited in — King »_ ^---.. -cOunly, slake q1 Washington— `.i A strip of land ten (lU) feet in width having Sive (5) feet of =rh width on ' each side of Granteng ers fecilitiea as placed aver, under and across the followi { z deacribed property; }lest 655 fast of South 303 feet of Government lot At 6 together N with heat 6$5 feet of North 234 frot of SE -j of 34 section 23, in in Trnmship V North, Range $ gest, W.M., King County, ;State of CO Washington. LD .. - 17 E; C:SE T", NOT REDWRED 14ng Co. Reecrds Divisian , fleptily ;r Grantee shall at all tkAea have the rrghtof full and Ire; ingrass to and egress from said property for all plirpoaes herein :.�--�:ri,enGontad, ultl b remove al any time, any ar all or the — ,,,,.. wxSee-rtroutid comwarr.Lc4_t�Q indlor ,vires. cables. fixtures and appurlentmt:cti Ircm the said properly, wW the undersf andlilg that grantee shall be responsible for all damage sausad to grar,kx by lWa exercise of the rights and prirrleye4 herein granted. The rights. conditions end provisions of Ihis eosenr!nl Well Inure to the benelll of and be binding upon the heirs, •- execulam. admh,i3trater4- Successors and assigns 01 the rampee ive Parties hereto. `44 S whneas r*ml the undersigned has executed this instrument of '�Z 19 W Wlineas: __ .. — By t findwidral AdrrrawWdpxmeallr �wo[6prporateA .+lem dgeeal) �y3 [TATS OF...r,_.. .... r tie aOUVTy OF•, On Ihis play pnxriirer •,r,prrxr.ra ,,viers rwr • "' rly mr MnvenbUa the rndnrdrei�rlrecrahrrd .r. xrvt yrhn l:<,piMd 1)IM vahih ane roreeeri i rr1ltrualenl arxt -v'kw wkHgUd ills ■1 r —monad the saaM dM , htrb rind voklnra,y eat and 60M, m Ihw usa► nrW n.jewnrn 11—ism mentioned. ui FF 41urfder my hand One ohlcml arms this dreg veh d Y ,, — t4 91 A I F rkF - I A C:* TC:4• / ` 9a CMNry or ./ All, Ili/J �� IN. thiy ef7 rkv rL tr4ldlr!.rr14�,Mr]111Nt1y aFf xr / y ...._��. ..� lu me k/eI1�1rm !x ire uar�j < Q J'. �. J/—' of jr., rrrllnratrr, ,hal exe[ated the lomVairi lmlrumer%, ind .itk"A ka•'f" sad 01%11Ylnmm to Ca 11,111 Wita and volunigiv aryl end does ut von) CkwPoinl+in Ian the Lms i1P4 purpreea therein miamienad, ehrl W emili Stated Ihr1! aWhOntnrl le IsAmule said melrumara In wr[nyhk 'Awital 1 knee 1w -Untn set my hand erre elliaad my nik-W •txal th nd .r1 Irrs1 a rdrllEi.,� ro�su r 14.7r1u u1r. jh ii 5linsw 4�"�T!•ti•+ ��� Notary P&ic 1n sad for the yjlara Or y it FOAM APPRDy&D- maWknp it 13Y.. • / yeg�l Do�_ u1C1s �jrjhlfalse pelT 91 A I F rkF - I A C:* TC:4• / ` 9a CMNry or ./ All, Ili/J �� IN. thiy ef7 rkv rL tr4ldlr!.rr14�,Mr]111Nt1y aFf xr / y ...._��. ..� lu me k/eI1�1rm !x ire uar�j < Q J'. �. J/—' of jr., rrrllnratrr, ,hal exe[ated the lomVairi lmlrumer%, ind .itk"A ka•'f" sad 01%11Ylnmm to Ca 11,111 Wita and volunigiv aryl end does ut von) CkwPoinl+in Ian the Lms i1P4 purpreea therein miamienad, ehrl W emili Stated Ihr1! aWhOntnrl le IsAmule said melrumara In wr[nyhk 'Awital 1 knee 1w -Untn set my hand erre elliaad my nik-W •txal th nd .r1 Irrs1 a rdrllEi.,� ro�su r 14.7r1u u1r. jh ii 5linsw 4�"�T!•ti•+ ��� t IR%if 97798 i 1 Filed for Record At The ReQuest Of C89-0523 89gg&2 , oC1 #1705 a �2,09 a0 DEED Ring Coun4 'lJta aronene...—Lam lq Aqua Barn, Inc. t!! for the conaidaratioa of One 6nliara t7 and other valnsble causWarat[,m, convoy 5 and waeenal.,_,_t:o the County of ICJey, Strata e! RrsnbielgtnA, all itttareat in the following daenrfbed zeal estaLe: x T 10 ft. of that portion pf the RE of the 51d of Section 23, The Westerly t TnViship 23 Horth, Ranqe 5, E.W.M. lying Southerly of Primary State Highway M W5 [Renton-idaple galley Road} lees the South 145.31 ft., tcpether with all 9D that portion of the GE � of the SH 4 of said Section 23, lying within 50.00 ft, of the following described radius poirrt; Conuencing at the SW corner of the NE 4 of the SW k of Said Section 231 thence Northerly along the East line of said subdivision 145,31 ft.; thence Easterly ; at right angles to said Easterly line 4.00 ft, to said radius point.. Together with a rwn-exclusive easmnC fnr drainage across the E terly 20 ft. of the Westerly 30 ft. of that portion of the N= rs of the SW It of Section P9, Township 23 North, Range 5 E,v.H. lying South of Primary State Hi9hvray 05 (Renton-ryAple Valley Hi0w) except the Southerly 180 ft - Together, _. Tpgettr, eWith t e Southerly 02.31 ft. of the Easterly 3o ft, of the Uesterly i ss utherly .31 1eNa Iwoo SE � '" o 4 - DED271989 ;;��. y n ro E1106875 • � LZ J . yy r Lla t I e ' together wLLh Lite right to make alt necessary slops rw eats and Firiz uptm tha obutting property on oaah aide of spy Mat which is sawI or may ho ac"I"t:ted hereaftar on laid propertyr in coaferctity r With atandotd pians and apatirkatiens for highway parpoeas, and to the @also extent no purpasee an f it the rights herein grantad had bean uequlrOd by oondeaaatinn proceedings under Eminent Domain gtvwwd of tho SLntn arWeahingm, situated in the County of Kings state afW"Oftswn. Dated this...- dgr tt_ Ivoxw'`lw` w «.-.__, A. l). L I ESTATE OF WASF1NGTON � ss. COUNTY OF ENG 3s_......, before me, a Notary Public In !y rpo......». aad for the State of Wasttlogtaa, dui , ccrnmiralancd andMstvant, Persoaalty ca me knvm to be the individual _. E dwMribet In Rnci _......exesutad tha wlthln m7trumeat and nclmowkdpd to me that.._..,_«.,....aigaed and sealed tate same as._........-. ,free and voiuntary Rat and deed for tho uses esrd purposes therein menttorlsd. ' Wltaess my hand god off cW spat the day =a year first above writim HatarpPubut in aea ler Lha 9&!c of W-htawtun. ( A'YiM eefcnlowtmae 3NT YOM ' GTAT9 OF WA3$[ OM14. I , j t:ouron th [raxo, r .� . � Ort this_. f --...,.day o! :... .1�4�M��'-� _...be(arc mo pelsostallp np€rearffi and. krro'ttke— of�the mporation that executed the (aMolnp Srutra>:'e°l, and acknpwikdged said [r7att►sment to be free and;vokUrL&wj act,=d deed of said caporatiao, (or the usaa and pttrpases t8wmerow then. ' and as pgth,slrtted that '. - ..� » sutha-bed to execute said instnaent and I`• . !;r t wn r ' a�lf7red is pu gmrpornte sea u( w1d-n-Mil-n. g!""ir. jdar my,bmd and ofl dw =1 the day end year tact above wdttan. O?iQo , -44p- �' aormv ruar� use 5faf o! p%a:hlnpivn. pry. a kR f u y B S 1 I � vt7 0 • n,� i i'. { i i u S 1 J.. L NON When Recorded Return To: s. �T RICHARD E. JoN8oN ,7OMN 6 JONsDN, P.s. 900 - 4th Avenue Suite 3000 Seattle, Washington 98164 K&TER EASEUNT NV 1. �;RAN7� oe�A&EtlstdT A. Water Facilities. The undersigned Grantorr Asha -Barn Ranch, Inc., a Washington corporation, and its successors and assigns (herein together referred to as "Grantor*), for and In , consideration of One Dollar 1$1..00?, the undertakings and promises of the DZStrIct herein, and other valuable aensideration, the receipt of which is hereby acknowledged, qhezeby conveys and grantr to Cedar River {nater and sewer to District of Rigg County, Washington, a municipal C corporation, its successors and assigns (herein together d referred to as "District"), a non-exclusive easeMent aver, ~ acrosof alongr in, upon and under the Grantor's property, as described on Exhibit A Attached hereto and incorporated by o'o* reference as if set forth in full herein, for the purposes hereafter described. Thin easement is necessary in order that Distriot may own and operate water system facilities, appurtenances and additions to furnish sewer service to property within and without District bounderiPst and for such purpose, District may,subject to the terms and conditions hereofr at such time as District determines it necessary to do so, construct:, maintain, operate, repair and/or remove and replace and/or make additions to water system facilities (,water system racilities") located within said easement. R. 8ros.40» Conteol_Feuil_iUeO, l Grantor further grants to District the right, subject I to the terms and conditions herCOEr to instal:r maintainr augjnent and repair existing District installed erosion control facilities ("Erosion Control Facilities") on the hillside and biiltop ("Hillside and Rilltop") portion of the easement as described on Exhibit A for the purpose of providing drainage, erasion and sedirneDhatien control. C. Access Easement, Granter further grants the District the non --exclusive rightr of introas and egress over Grantor's property, which is described on Exhibit n attached hereto and incorporated by reference, to and from the easement deacrik)ed in sxhibit -I- EXCISE TAX NOT REOUIRED , 1 gy d r: 0 r A, for the foregoing purposes, Provided the niatrict does not unreasonably obstruct or intarfeverwith the extent of C;rantorruse s Frapertr Provided hare. practicable the pistClet wi11 use existing reads or drxvewaya. II. IS RI CT G04 WAN S: ..ssf • nna i Wa3�Y• ie ater fih2 DistricerA t warnansig�datoeprovidesWriterHservicest to racilltiee are odequaotga he Grantor, as currently twed or as the entire Property its rezoned to a zoning clasKin county,WhetheetbY in County existing RPplication to 61ttg or the MY of Renton. B. W1—rkAResta_ M'. Dig agrees that a]1 work performed on the Wbe atet exformed cantirtuouslY and camPleted System Facilities and Erosion Control Facilities shall re s tY�at commaneed immediately, P ir. an expediGiaus timellnbemannL regtoiedaana MPlacedgto a Orantcrts property coal to or better than its condition stabs ort e.was ced in ae Feditions condition before the �rnrk hallcinde but net be limited to and timely naniter, which lantings. replacement of 9h ,b, and similar p C. aresiol7�P - o round covert as ) on the flietCieG shall 1 1, maintaEin, and replan necessary, vegetation (in the nein f g an the Hilltop and R1115ider {2} maintain t�ontroln easuaeslan th and (3} provide etber sedimentation eat the Hilltop and Rill: as tRaY be reaacna,a inspect pistrict shall further periodically Patrol Watsa gyatem Facilities and Erosion Central paoilities. V. „_" rxfYnA a,ni - In the Gran�Qi 1 s property or any improvements thereto ax Personal property therec+ suffers any damage, thea or destruction arising out of the use, conatruetionr ,Cosi, nC maintananea of Nate 5yatem F+�eia toss and/or &rasion Control Facilities, District agrees to malas pit airs to Drantor'e PrhParty and reasarrable and neGBsgaIy rep e ual to or to ra.tore kha same to a condition substaatthe d 9 better than the condition it was in befoke the PPlY e betterOccurred, Frovided triis undertaking e$all sat aPP1Y to Grantor, its agents. contractors or employees. P strict actions attr Videdle is Cly to the fault or negligence o. Grant 3 -•x- I ,t nr.+rfdrl further agrees to indamnlfy, defend and hold harmless Grantor from and against any claims, demands, obligations, liabilities o[ cauoes of action prain noother tenancepersons of WaLer out of the use, constructionr repair syrtun Facilities and/or Erosion control Facilities* provided this undertaking shall not apply toarty such claims, demands or actions attributable solely to the fault or negligence of Grantor, its agents, contractors or employees. This section shall apply only to damage, lose, destruction of property or claims of persons occurring on and atter the date hereof. ME QP BA38"WTABRAS. A. PSP by Grantm. O x'he Grantor shall have the right to use the easemar►t co area so long as Grantor's ase does not interfere with the 0 wAter system racilities and/or Erosion Control Faciiitiesr provided that no permanent building or structure of any kind liatiart by r shall. be erected on said easement. The ipsta L.LPGrantor within th$ aaoernent area sh of uspha3t and/or concrete parking surfaces, trails, landscaping* or utility lines shall be a permitted use, provided it does not interfere with the District's use pursuant hereto. B. ❑ e t. The District shall not interfere with or obstruct GrantortY extentrandu58 forand theolimi.tedYpurposespsetEforthshetthe Of its oin- Xv. yQJNT QQVENA- Grantor and District agree to amend Exhibit A after completion of a survey by nistriat. The amended legal description shall be based on such survey and as -built drawings of DLshrict ane shall deamribe the actual locations of the water System Facilities and Erosion Control Fanilities. Dsatrict shall prepare the Amended legal description and submit it to Grantor for review and approval? ah isw�withhld. if iya reasonablcstisfactoryntolGrantore Districtull ahaethennk prepare an amendment to the legal desuription herein, bath parties shall execute the same, and District shall record it. V. 93M8U This easement shall be a covenant running with the land ani ahall be binding upon the Grantor and the District and their respective auncessors and aunigne. This casement is• -a- f� •'� n�~ R RC V � i i entered into pursuant to an arbitration award dated June 30, 1990 in Cause No. 87 2 11546 4 of Superior Court of the Btate of Washington for King County, A� IN WITHRSB WHERFOF, said parties have caused this instrument to ba executed by ikC propar officers an of the dsEe set forth below. DATED at Seattler Washington thin 30th day of June, 1990. AM BARN RANCB, INC., a CEDAR RIVER NAM & S9W£R Washington corporator; DISTRI=, a Municipal corp. r. kt6L'gtUi{ President LQ Byi � " BY: s raL4ry Secretary} STATE OF WASHINOT'ON ) ) as, COUM up KING ) on this day of trlJr_ , 19hpr before mq p1r sonallP�}} ap�peared and /!Pee e .Cr/f , to me knovd to be the President and Secretary/respectively of the corporation that executed the w1thin and foregoing instrument, and acknowledged the said inatrument to b- the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument and that the seal affixed 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. Ndtary Public in and for the state of Washington, reaiding at Seattle. ir - -4- r i ...5 '7•x'8 ,. I C Z STATE OF WASHINGTON ) ) Rs. C01714TY Of RING Dn this 3-4 day of . �.- � -, 1990, before me personally appeared and _ 41.2 �_. to me known to be the rend Secretary respectively of the corporation that executed the wit.;yin and foregoing instrument, and acknowledged the Said instrument to be the free and voluntary act and deed of said corporation, for the oases and purposes therein mentioned, and on path stated that he watt authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. IN WITNCSS WHERE08, I have hereunto set my hand and N affixed my official seal the day and year .first above Lo Co written. r 0 Notary public in anti Ear the State of Wa Kington, residing at seats e=N7cD �� Descriptions subject to engineers' approval. BTATr OF wAsEnGTON ) )361. COUNTY DF KING ) I certify that I know or have satitsfactory evitianae that �twc.l�� C. w the Foraon whQ appeared ma, a, and said person nc�edged that he/ahe is the parson who signed this instrumant, an oath stated that he/she was authorized to execute �he instrument and acimowlQdged that he she watt a,�. � `r+s,tvp%% ' of Cae(k� ILt+'+'r LJi%R t •13 be the frea and voltuitary act of Such corporation for the uses and purposes, xentioned in the inatrument. DATED this 3-tl day of ZZ3 j4= r1.9ga dV�• NCTARY SEAL -5- A - C CV 0 r - C:) LT c a 11LID 17 i 18 192-01-840 hhTER LINE EASEMENT LEGE. DESCNIPTION An eaapPent for the oparstlon, maintenance, repair and raplacreent of a wcter lino over, undar, across and through a strip of land 10.04 feet in .Idsh, lying 5.00 fact on each aide of er+ exlsting rater line, salE canterllae a:ora particularly descrlb ed as follows; COMMSHGING at the Southwest cor•ear of the East halt of the . Southwest Puerrer of Sactlon Z3, ioweshlp Z3 Korth, Runge 5 ECSC, W.V., King County, Washl:sgtan; thOf f Of he SuuNhwcr.t erter+ a�dlstancehofN14E5.43efeet stodS '� theTRUEPOINTO BEGINNING; THENCE 5 80'06123K E. 258.27 feet to P01nT "" of this deserlptlon; THENCE coatlauing S 8O•D8sZ3" E. 6.OD feet to the Tpu S POINT OF ENDING. THENCE BEGINNING at said point "h" of this dasurlption; THENCE N 9053137" E. 15.50 feat to the TRUE POl1IT 4F ENDING.. ir TOGETHER 1fiT1i en eesomeni' for 7be opsrCtIon,.molatenonea, s repa and replacaeeht of a uctar Ilne aver, winder, aarCSS apd thravide gh 0 strip of lead ID.00 feet in width, iying 5.OD f" T on each o' .an existing rater lino. 5014 centerline more partleUlarly,descrlbed is follows: C0149-EWHG at. the Southwest corner of the East half of the 5optkivesT Qaartor of 5ecIlan 23, Townxhlp 23 Hardt, Range 5 Eos'., H.K., King County, kieshingtoa; THENCE N s"461121 Ee Of gald st lf of SauthrasTaquarrer, a�distancohofN770.81nfset to theaTRUE ae alonPOINT OF BEG IHNING; THERCE 5 88.07149° E. 41D.19 faeM.""Mil2cogP=tion of easament THENCE s 3905411.8" E. 71.25 feet; THRRCE 5 16OD614ZT E. 53'.1 i feet; THENCE 5 11 ,337 569 E. 66.71 feet; Hillside portion of easemertt (Continued to M= page) THENCE 5 091D4159" E, 55.35 feet; TH ME 5 10•D7114" E. 90.09 feet; Ar X%HTArT A lP&99 11 -SX t I r. THENCE S 11.29123" 1.,107.24 feet; Elii3side 1o�dn of easement, THENCE 5 25"37'19" i=. 137,04 feet" continued THENCE S 28"54'46° E. 11$.60feet; THENCE S 31`43'49" E. 50,70 feet" 1. THVICE 5 27'40'30¢ E. 97.02 feat mare or 1essp to 4 point S.DD fee par,th af, ,+hen wetrurad at right angles, the South tine of the Southwest Quarter at said SecTIDD 23; THENCE S 87'46152" E. clang a fine parallel to and 5.04 feet Nortk of said South fine of The Southwest Quarter, a distance 4f 935.61 feat, wore or less, to tha East. Ilan of sold $ovthres: Quartar of Sectios.oD hies a point , gGp T46E—jH£R WITH an easement for the oporatlon, melatanante, repair, and replacement of a water line over, under, jeepass and through a strip of land 10.00 feat in width, lying 5.00 feat on each slat of an exlsting nater line, said centarllne mare partlavlarlY describe RN falLOWS. C. — C41d14£NC1HG at the Southwest corner of the hast half of the Sovthwtst Quarter of Seetlon 23, Township Y3 North, Range W.M., King CDunty, Wrshtngton; THENCE 14 (11'46112* E. along who Iles- line of said East halt of the 56n-hwest Quartar, a dlstanoe of 946.81 feet to the TRETE POINT DF BEGINWING; THENCE N 89809115" E- 110.00 feat to Palet '8" of This description THENCE S 89"018" 18" E. 61.88 feet 1.0 Point "Cn of this description; TH?NCE continuing S Bp"16158" E. 26.12 feat to thu TRUE POINT OF ENaIKG, THENCE M INNIfNG at said PotAT nCjd of -,his desarlptlon; TK NGS S 00'43142n r. 16.0D feat to the TRUE POINT OF ENDING. THENCE 8E61NNING at said Point 4" 01 this desarlptlan; THENCE s 01"46'12" H. 176.25 foot; l1 THM.E.S 87'42'59" E. 311.64 feet, to point nHn 0f this f descriptlDns THENCE V 02"11726" E, 175.25 fast; THENCE S 117°26=2511 E, 96.ia feat to Point "D" of this desertp73on; 1 f r 0 W 1�7 CD r- H THENC£ continuing 5 E4'39�21" E. 178.2D feet to PPInt "E" of thla I description; w Ed6.05 feat 7o Paint "F" 0# thli � THENCE Conti"vino 5 gB'34�33 E• i btscr'Cption; tion: i THENCE 5 89'2I1�23' E. 40.48 feet tD golai "G' of this descrlp i " E. 114.07 {:!TV" o the be East iCti� fit gfi5.76vfdaCS T EHCE S 89 16 54 pvarter of sold Soctlon 23 anda ol"tN O1 outro, t4F Southeast carver of sld 5ovthrast Quar'er end The TRUE POINT THENCE BEGINNING nt said point "D" of 7hls descr1p71ani T�CENCE 5 6•►5ta1" W. 7.31 tee# 7b the TRUE i41K7 OF ENDING. T,4ENCE BEGINNING at sold pDInt "ra of this deserlptlon: TH=NCE.S DD94D'25" N. iD.00 tent; THENCE N 00'40125" E. 236.2; testi THENCE N 65'45;13" E. 23.56 twat to the TRUE POINT 4F ENI]lHG. ' . nun o{ this desarlptIVA! THEN;; gM"'NG rt said pole. THENCE N 01 poo RDD" E: 10.00 teat: OF THENCE S D}'oCIDD' W. 20.00 feet o the hlsupgscript4anEi1DINC• THENCE BE.GlNNING et sald Paint f T THE14CE 5 57042'5$" E. 1D.D0 foot to The TRUE PO1VT OF ENDING,' Si:AS 4 w BXHIB1T A (pag& 3) `A.1 st•:.iu. .��.j1�ir. .`•x r: i. 1.. .:•1=t�^T,••... ..M'l G:V.1"!'.. 1' ' I s 0 W 1�7 CD r- H THENC£ continuing 5 E4'39�21" E. 178.2D feet to PPInt "E" of thla I description; w Ed6.05 feat 7o Paint "F" 0# thli � THENCE Conti"vino 5 gB'34�33 E• i btscr'Cption; tion: i THENCE 5 89'2I1�23' E. 40.48 feet tD golai "G' of this descrlp i " E. 114.07 {:!TV" o the be East iCti� fit gfi5.76vfdaCS T EHCE S 89 16 54 pvarter of sold Soctlon 23 anda ol"tN O1 outro, t4F Southeast carver of sld 5ovthrast Quar'er end The TRUE POINT THENCE BEGINNING nt said point "D" of 7hls descr1p71ani T�CENCE 5 6•►5ta1" W. 7.31 tee# 7b the TRUE i41K7 OF ENDING. T,4ENCE BEGINNING at sold pDInt "ra of this deserlptlon: TH=NCE.S DD94D'25" N. iD.00 tent; THENCE N 00'40125" E. 236.2; testi THENCE N 65'45;13" E. 23.56 twat to the TRUE POINT 4F ENI]lHG. ' . nun o{ this desarlptIVA! THEN;; gM"'NG rt said pole. THENCE N 01 poo RDD" E: 10.00 teat: OF THENCE S D}'oCIDD' W. 20.00 feet o the hlsupgscript4anEi1DINC• THENCE BE.GlNNING et sald Paint f T THE14CE 5 57042'5$" E. 1D.D0 foot to The TRUE PO1VT OF ENDING,' Si:AS 4 w BXHIB1T A (pag& 3) `A.1 st•:.iu. .��.j1�ir. .`•x r: i. 1.. .:•1=t�^T,••... ..M'l G:V.1"!'.. 6 I , P&RCti...I. A: TKS 6ZEST E55 =T OF, :::- SOUTH 303 FEE. OF GO%MUl7:r'i:: L= 61 :^ot; " i;rR wzTH .HE tMST £55 FE=-' of I-PHt NORTH :.s Y'= OF --Pr SOC:}:`JST Q'JFJ"=%R OF RZ SOL:TMMST QW --m OF S£C:101: 23, :oh'N$li:P 23 HOP:VE, }3++];G?' 5 EMT, W.N., =N =144 C4UJi=:, iriAsff: N6T'01i. ' rL E: N oM,ORS-IGs 54EAST', W-kTT IN r-XNYRCGUL'Tyl WASk' Np SITZ] 11;: JiOI, l� sou" ,%E= GF ^_rW SatTY.�Y W3 IK OP PF.%KJ+Ry S:'ATL I•:IGFiKAY ND, 5; 0 �;fsBT ='z'Y' 50L';i! 303 r'_:: OF THE %SST 695 r-17 T}r•Rnr*' =:CwFT :F—V NOP,TYU.LY 20 Y==T AEE1}_D TO KING COUNTY ur$DZR Q pamprnIc NO. UM4260316. O* P).RC_L C: _r.E SDL:^::rFST RCSvZ'". a OF '±'i'x soII"_k1kr5T Q"JAaRTER dF SSC_TSOI� 22, t°oj,NSI:Te� .3 1;ORT: , 3tJ.1iG8 5 :.�.5� , �+.:.. , sN F.TNG coul 'Y r ii7.5;�19v Oli: 3p .,T r ro ICES%` EES MET KERE07- T.... COMM OF OF EXHIBIT 5 LOCATION,: DECLARATION OF CONDITIONS, COVENANTS AND+ ANDS; RESTRICTIONS RZOARDING FORMATION OF A � UTILITY :FOCAL ZMPROVEMNT DISTRICT E, ' ^V� Et • •_'J"' r t4B1!• �3UN . in consideration of approval by Xing, County of a Short Piot permit/approval for the property described below. Jock and L.Vwne Riley t{ , property owners, hereby covenant and agree as follows: 1. i/Ke are the cmmers of property within Xing Co}mtlr, which is legally desariled as follows; West 655 ft. of South 303 Ft. of governM*nt lot 6 together with West 655 ft. oF. North 234 ft. of SE 1/4 of SW 1/4 of section 23, lbwnship'23N, flange 5 E,, W.M., All In King County, Woshingtan RE --_D F 4. GO C$ SrHSL ■*WM4.00 2. i/Ne have requested the s.ssuance by xixiig`-L'Duaty of the foliowirg permit or approval for the above desaribe8 property: o Bora Ranch lnc. 7322.7 SE Renton MoPle Valle }i , Aenftm; WA 99M 3. Pursuant to'Xing County Ordinance'5328, 6ection 4: the above described permit or approval is exempt fram`'-„S3ng County's requiremento for fire hydrants and water mai.sts. ' 4. Recognizing the above facts and in gonsidiaration of King County's issuance of the requested per•mitfapprawal: I/we hereby agree to join in the- execution of a petition for and not to protest, the formation of a utility local improvement district for purposes'of providing water mains and fire hydrants Consis- tent With applicable King County standards. For this purpose, I/we hereby designate the manager of tha public water district responsible for the local improvement district as our agetnt authorized to siVn a petition pursuant to RCW 57.16.050 on our, behalf. FItk)1 IU; E QMEN S. This Declaration of Conditions, Covenants and Restric- tricts is. binding upon our heirs, assignees and successors in intorest as the ownars of the above-described proparty and is a covenant running With the land. 6. This Declaration of conditions, Covenants and Restric= tions shall not be released xitbout the express written approval of the•Ring County Fire Marshal or his successor. ,lack N. Rile OWi>Zt LaVeine Rile � I ()A this day of` V7 _�1_I� y �. 199' before me personally i appeared fV J to -me kJ to ba the (individuals)" f of the ` corporation} described herein and who executed the foregoing •instrumient as their' free and voluntary act and deed for the Uses and p poses herein mentioned. Witnes6 my hand and seal hereto affixed the =day of + Public in and for the ' . StAe of Wash`ngton, residing-•• at 0 •r i' a I r DRAINAGE RELEASE A AME1tENT WHEREAS THE GRANTOR, Aqua Barn Ranch, Inc., a Washington corporation, herein called the Grantor, is the ewer of the real property situated in Xing County, Hashingtom, described as .{ That portion of 6over,.rent Lot 6 in Section 23, T ,ip 23, North, Range 5 E,W,li., lying southerly Df State Ra 1 together d with the southeast 1/4 of the southwest 114 of Se, ..n 23, Tawmship 23 Worth, Rah-- 5 E.W.M. iINEREAS THE GRANTEE, Xing County, a political subdivision of the state of Vashfngton, herein called the grantee, is presently reviewing a on drainage plan for a proposed Roadway and Drainage permit for the project known as Valley Faire I Division 11, Pen -,It No. IDBi-23, an lands located at 4uthwest quarter, Section 23, Township 23 North, Range 5 East. 1f,M., and pursuant to and in accordance with said plan proposes to divert from their natural course of flow certalr surface and storm waters so is to cause then to fl,,w away from the above desc,ibed property of the Grantor: MM. THEREFORE. in consideration of the Grantee's approval of said plan and the diversion of said surface and storm waters in accordance therewith ar�d the benefits flowing therefrom to the grantor and Grantee respectively, I. YhE GRANTOR agrees and consents to the diversion of surface and storm waters away from its aforesaid praperty in accard- ance with and ,pursuant to safe plan and releases Grantee fron any damage wh;ch may be caused to Grantor's property by reasa„ of said diversion; 2. THE GRAMTEE, by acceptance hereof, agrees to implement and carry out said diversion in accordance with said drainage plan and to defend, indemnify and hold harmless the grantor from any and all claims, defaands Or actions arising out of the injury or death of any persons And damage to any property caused by such diversion; and 3, This canv^yance and the undertakings herein shall be coven- ants running with the land and for the benefit of and binding upon the Grantor and Grantee and their respective SuccessDrs and assigns. DATED this . day of AQUA IDRN BRANCH, :NC. By %�\ i, I,i,' 'J. titi Uac'• ..'R:iier, President,_ r And By L- "C1.�'GG.$ ' � F�,_ La erne Riley, re Iy STATE OF WASHi:,,,TOHI } ss. COURTT OF KING } �� t fy•thit l know or have satisfactory evidence that Jack N. Riley and Ez�LA 7;* Riley sighed this instruaeet, on oath '.'•ated that they art authorized pajident &ad 'tIive r ofAgw Bitot and Ranch.klncl tto,betAs the the free ane voluntary e voluntary ac Secretary a rsaich :par£y for the uses ,pu s anti in this strument, 4g3ii0 tbis,� dxy I'm - f Nttary pgblfc in and for the of yashiagton. residing att Description; King,14A Docament - Year,Month.Day.Doc-ID 1987.1217.412 Pago: 1 of 1-. Order: 01148-1681 Cent: I . - 4. 4•1 ' NA 14 .'4.P . 1 I 6 .- ..e . ..■'■:.,' .•I, i. Yf'I— J• . A '..1.1.} .■..'r'i •J+, •147 Flo 1 IMI k.Ij iO.f f1'• L.Z -WO %J A+.% i:. � a .■ 4J. 9 A';17A JIM lhtlr•tl, i.+. n l7en ltr+lSt l+,r rilr•llilr yl t.�t,, �j,wly , 1J4* i; nlL..r n■r'r1.t, AM : �I :.a I,.»er «�_..� ; ..1 •f .I, : ■ ..' Lk'Ilit-^1%41 jK. '.i:m Crii.x�'.:j .l■■4:FlUell r'■e; ■e1.aLe i1rLIAL04lriA ;Illln,.f, ;,.Yt. ..f i.eellnit h •. vit l i..I l l.i r4ti n�,�� 4 •,111, 1 ..I. +1',•. 1. ,.t r..,. ' I I:,, I,'. On vi1. u.1 '.:.• d;mutor '1vN1 iklj rpelcLe4 a Won■aLL v+�t41•J u!"4A e�.,'I l'1 �;'L_� .4.■. .. L7uli,7�rs +i.rr ✓Juat44i w; *&L4 rsa.7. .et.41.e, to %dt- AL&A BARI I. KAf-j(.Il. IIIA . N,s11o111j+11 Yj1 IIINL r 1114glII � t p -w 1•ur are roryuiFw to [aetl tha watat 4LP1 Cr+'1w said —w—ft: ea . ^+:1 UgMr`11.1e6 auidh M.i411% Ve Ujur! Lqu to t1a pahl,in iralLh- rt is LALs, ptu:4nse ar t;lwu srants an¢ ov•woasnts tel gra*out uorta.iu practiooa tor.- inartar-dm mterstad LA Lbw us* or s6W rranturs lswd erlatuh mi{ht aoOM-1•—to ILs.:1 vwt•ar supply. WW, TIla!?Mn At, the 6rraiw r�.L■jp'at,,aad doranaAtj� thwt aa.ld 42-%41tAr,,,,,, k!"41 ¢LMs} (tlLaf 1 h -axe, aunaaaaers and aed pu will'eut oatiatsuat, L, t '.d, er rwar to U. w"Wd ar r111JAU nod up++n Um said land at the prmsor 4a4 Vitbi4 1St) {_ irat of the ,rali hrralu damotbod, ra law ao &-Ul- ls Operated to L&C.rz' Cor p+L" ownaLl "I - 1A atw of tLa tw t oaoo- =pp�a�1A aw+rrwft yy...-4 saptla tsnks, drwieT<f! s majowe pugs, wbie +� of "r ar 44sartp4an, barna, eVwk of hm"#. i4 b3; Wir mos OLIVA"? or IMM" ans3Rtius'wa or etruoMtoros Or the kasivim or aLLa9aasme or two Or Ualam.ls, ur stnli-a4o at liquid or dt ohaariaa.is, LarbLaJAW, or ioaawtiat"s. T1uaa aue+umwtw shall, ren with tlu Land u ul ,shorn bo h 411 all ru ruow FAwt;4 or auqul mW rtgktt Utta, or LtLWeat la Um l.seld IL*awlb.d 4Awimtu'sr We pa,r't C, www , AUMI X 7.3 iia to lute ba1L14C11 St *.1;64 wMhar %Wwgmf. . bslL�,.�t11r1a I r d day of 17' T NC Ity f f �nw+nlj MY 1 ;tar.v Stara aC 414,sbv4m4u ss r}a ty of, k Lni[ Z, tM undardp+ad, s rp�lrry T4bllda la sad Nr thn abo.a mood C40umll a" stats, do bwli'sIV 04wiL!y that ola thLk sl-- d' 14 pwvcm&j) gi�od be'urs 4C N- Saiil:esf�LliA R oad61st% (ts J ataL*d * a.alr t #Lo eras alb• ' am 1Ml1dtt3iblX�odoi, rar tiller uwaa &W pailcyraa4■ L.wxwdn LIwNL1s ! Il lcjl m dwru ilanWI, Ina 4V= Wi 46R /4 h&M OM 11tJ<i 1,11 4641 thw dq + w Tom # 00"s H�1f01}aHa all' % u of W4&Lv4rwFLP I rwkAlAg Pit hutholl TLI.L:lU I nepAr7ima% of Reports +Aid X1*Qt34A4 l4wa 311 - Counq 4*NiAistsaLiock autLiLail )rd A .+'arae 3wa134Llc, Ye+Cen '?b]L71. ilY 71dL 1 7:::. -:r 17 rr= 11.0n irlr lst pada (*e P7 w—' ka ot-7-1 1 $1.00 Feer• O"h s:.••• 1io al gado. .a . 6 When Recorrlcd Return To: RSCHARO E. ,1oWsoll JONSON & JONSDN, P.B. 900 - 4th Avenue Suite 3000 Seattle, WA 99164 y�ECdF.R P.ABi•SNFRNT I T. G98N`7! nP rM§M&INT A. Seer Pecilities. The undersigned Grantor, Aqua barn Ranch, ins., a Washington corporation, and its sucoeaaors and assigns {herein kogether referred to as "Grantor"), for and in consideration of one Dollar the undertakings ani promises of the District herein, and other valuable rp consideration, the receipt of Which is hereby acknowledged, hereby conveys and grants to Cedar River Water and Sewer DiAtraat of King County, washlugton, a municipal ttz" corporation, it.9 successors and assigns (herein together C referred to as "District"), a non• -exclusive easement overs, acrossr along, in, upon and under the Grantor's property, as ON described on Exhibit A attached hereto and incorporated by reference as if set Forth in full herein, for the purposes hereafter described. This easement i6 necessary in order that District may own and operate sever oystem facilities, appurtenances and additions to furnish sever service to property within and without District boundaries) and for Hueh purpoaa, pimtrict may, subject to the terms and conditions hereof, at such time as nistriat determines it necessary to do 90, construct, maintain, operate, repair and/or remove and replace and/or make additions to sewer system facilities (psewer System Facilities") located within, said easement - R. Rroaian_Control Fa Grantor further grants to bishriet the right, subjeot to the terms and condit,ians hereof, to install, maintain, augment and repair existing District installed erosion control facilities {"Rroeion Control Facilities") on the hillside and hilltop Millside and Hilltop") portion of the eaaepent as described on Exhibit A for the purpose of providing drainage, aronion and uedimentation control. C. Acs:e.^.a &ggomIzat. Ornntar further granto the District the non-exclusive right, of ingrean and egress over arantor'a property, which In dasacribed nn Exhibit S attached hereto and incorporated by refereneer to and from the easemenk described in Exhibit EXCISE TAX Nor REQUIRED -! - MV Co. ReConis pvisbn r Ffr -U— MR A, for the foragoing purposear provided the District does not unreasonably obstruct or interfere with the no;mal use of Grantor's ptopertyf provided however, to the extent practicable the District will use existing roads or driveways. ri. nrSTerCT COVMANTS; A. Renreserttations S warranty. The District warrants and represents the Sewer System Faai3ities are adequately 'aired to provide sewer services to the entire pr,;herty of the Grantor, as currently zoned or iE rezoned to a zoning classification as requested in its existing application to Ring County, whether by 'King County or tha City of Renton. B. Wark/Restorarian. District agrees that all work performed on the sewer system Facilities and Erosion Control Facilities shall be conmenced immediately, performe8 continuously and completed in an expeditious time and manner= and District agrees that orantor'a property shall be restored and replaoed to a condition substantially equal to or better than its condition before the worts was commenced inart expeditious and timely manner, which shall include but not be limited to replacement of shrubs and similar plantings. C. LrL2rign Control. District shall (1) maintain, and replant as necessary, vegetation (in the nature of ground oover) on the Hilltop and nillside, (2) maintain the Drainage Facilities, and (3) provide other sedimentation control areasures an the Hilltop and Hillside as nay be reasonable and necessary. District shall further periodically patrol and inspect the Seiner System Facilities and Erosion Control Facilities. D. Rene irs/indeanity. In the event Grantor`s proprarty or any improvements thereto or peraonal property thereon suffers any damagOr loss or destruction arising out of the use, contstract onr repair or maintenance of Sewer System Facilities and/or grosion Central pacilitiee, District agteea to make all reasonable and necessary repairs to Grantor's property and Lo restore the Rams to a condition sIdbstar,tially equal to nr better than the condition it was in before the danage occurred, provided this undertaking shall not apply to action: attributable solely to the fault or negligence of Crentorr its agents, contractors or employees. District , ..25X� .2- y-i C. ( . , ..25X� ELL Further agrees to lndexanify, defend and hold harmless Grantor from and against any claims:# demands, obligations, liabilities oc causes of action of. any other persons arising out of the use, construction, repair or maintenance of Sewer Systen Facilities and/or Erosion Control Facilities, provided this undertaking shall not apply to say such claims, demands or actioas attributable solely to the fault or negligence of Grantor, its agents, contractors or employees. This section shall apply only to damage, loss, destruction of property or claims of persons occurring on and after the date hereof,. IIT. FISP, 9f £AHMENT ALM- A. Use by Grantor. The Grantor shall have the right to use the easement area so long as Grantor's use does not interfere w1ch the Sewer System Pacilitiee and/or Crosion Control Facilities, provided that no pereranent building or structure of any kind shall be erected on said easement. The lnatallation by Grantor within the easement area of asphalt and/or aanorete F parking surfarear trailsr landscaping, or utility lines ahall _ be a permitted use, provided it does not interfere with the S District's use pursuant hereto. R. Use 5v niatrict. The District shall not interfere with or obstrur7t crantor's use and occupancy of its property exrepL• to the extent and For the limited purposes set forth herein. i nr, j6.jNr gOVRNAMI t Grantor and District agree to amend Exhibit A after completion of a survey by District. The amended legal description shall be based on euuh survey and as -built drawings of District and shall describe the actual locations of the Sewer System Facilities and Erosion Control Facilities. Distrlct shall prepare the amanded legal description and submit Lt to 'Grantor for review and approval,, which shall not be unreasonably withheld. If such amendment is reasonably satisfactory to Grantor, District shall there prepare an amendment to the legal description hereinr both parties shall execute the same, and District shall record, it. V, GRXjFRA 'his easement shall be a covenant running with the E land and shall be binding upon the 3rantor and the District and their roapoctive aucaanDors end assigns. •loris oacomont ie -3- 25X t. entere8 into Aur.quant to an arbitration award dated Tune 3Dr 1390 in Casae Bio. 81 2 17546 4 of superior Court of the State of Washington for King County. IN WITNESS WHSREDF, said pmrrfeo have caused this instrument to be executed by its proper officers ea of the date set forth below. DATED at Seattle, Washington this 30th day of June, 1M. AQUA SARK RANCH, 7NC., a CEDAR RIVER WATER r- SEWER washington corporatonr DISTRICT, a municipal corp. Q By .. BY. Prssi6ent r� BY; t3y. `^,ecratary Secretary Q% STATE OF WASHINGTON ss. COUI- C or KING 1 on this x� day of rrrJ r 1990: before me perso Ir appeared ; to use known to :ae the and pr>'sidelth and Searerary zespactively of the oorpnraUon that: executed the Ni thin and foregoing instarum int, and ent to be the free and vGluoSeRarY acknowledged the saLd instrum act and deed of said eorparationr for this uses and pn p therein taentioned, and on oath stated that he was authorized to execute the sai8 inotrument and that the spal affixed is the oorporate seal of said corporation. IN WITNESS WHERME -, i have hereeato�set m band and Affixed my Official seal the day and y above written. p tory FU b1ic in and ier the ,State of Wasbi.ngtonr rekgidiFkg at Seattle. 4,. .. . ........, ....t. -'r - Y- G S'f hTS OF wAaHrwroN } 89. COUNTY DP KING } on this 3rc1 day of a"=— before me peraaawai appeared and to me known to be the rroaW+.;r'-; nd Secretary respectively of the corporation that executed the within and Eoregoing instrument, end acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentionedF and as oatia stared that he wag authorized to Pxecute Oe said Instrument and that the seal, affixed is the corporate seal of Said corporation. jN bITHESS WAEREOPr Y have hereunto set my hand and {� affixod my official seal the day and year first above L3 warltten. �ill and,for the &tata� hington, residing at 5,e+attre.Raw,j-rcw ocacriptiono nubject to nnginoers' approval. STATE OF WkS111VGTO11 j }ss. COUNTY OF 1CIRG } z eextifK t]ht i knew or have satisfactory evidence that CLaAs C. hr►.. 16 the parman whc appeared before me, and said person acknowacknowladged that ho/she is the parson Who signed this instrament, an oath stated thAt he/ohs Was authorized to axsaut,e e itstrumant and acY.noviedged that heshe was ,a %�1�-- of C f eiw l�w,,+Y Wi+�r✓� .c " t; bevthe tree and vo vntary act of aucK oorporn an Gr the uses and pur'posea mantianed in the I nstrunent. bATBA this day off10%,-0 r611 fX •`.'�,'y f NOTARY SEAL -5- T- t ' fih T■F r■K nT re• Ia■17Jrr Lf •!/ IVrPIF ei Orlr, rnLFr ■cre}1 fnE SRrPipfi 11 E' p4YT iV■ of :■ce'a■ :3, 7R"nallp .7 �erT h. Rlnj;e � CC+7. T'•k-• Klnp SPV htTr JJiM11hQTOp. .Orf jfrS :e■t1y lY LTiCrlCec eF iol to.t[ ffS on •+ai Lrr1I ■� "me IQ.QO IOfS ir.•lets IY1^4 p.00 t fi A ct Th■ 1111a.[ns eeJterllfre■nterlteel PI 4elstl.0 F Jnl Tarr Frr ■r Ilhli; BLGIIIKING at • IPJ■� on The E+st IIn7 of Yd■ #e ss nets 01 S7.■ fVVxhrl+t Cry r7■• Vt taiLrAltlwfTn.�LTFCcrnfolnq 6f }+jCt 5 E■It 7.111 41 The EoVth rf Ct PrarTfr: MCN:E 5 7" eI":7" E. Pfr�il.1 •Ith TJe SavTI■r11 /st! at 7 . ►,:,r. 7.P.•: ISR tilS1. 1 plltf etr Ir■+t•CY■r,■rtPt IA19SL aVih• a► rn■ tJ+T Iln■ a! tnr 31�� ►. Ci+.aE 7■cT trip.5■r--ton IP, >Ilhq 5 x » NOrTh.+i1 eor nJ• of tha SaLTM ePt C■■r*■' al J:■IC actron :S, Inc The TPLIC 101MT ¢f EIfQiNG1 I alt POOL eaLlr�otE�h.#Leytyr.*.Jt 4urTilt e7orn91 hairF6[c?lOR -3, 04, of n6 c} j.lf S th.ES.VTI, 16 .1 lr.t Iroh the NorTh,wsv 4°rh■r F+IL EHT pill If 7h■ S.I, ThT■fT CV■H or 0 iHEN.".E S 7i N ':�' E. 3::.eb tr■T: Q 1177 'HCNQE S e'ST'3C• Y. I::.I: tact 7e t7.■ -,RUEtDIKT OF ►�] EHQJNrI iHEit'E 3FGIXXINF PT + pp1nS °n Tn6 SILT il++v PI 'hi lu�F poIPS ['7 halt oT The SP°7n%■s` cubTurI-OT" r:4rn►r et 45 "le e+77 halt of t7.■ Epetnrett ev►r•r7 �grIcE S 42'13'+C" E. 1C. .116 1eRTi THENt:I; b L'aG'l.' Y• 700.QG levy; TN.U::E S EE'13'fl• F, Se!.OS' JeeTl ;RErrCE S ]L'.:'SE E. fS.:S I0e7; THEH:E 3 :1':1'lt• C. iF.;: ttrtl THENCE 5 WWII" C+ t:•eS I■fT: IIli WCE 5 I+•SL'7tr E. +S.Se 114T1 THEMC-1S Y'/C. +4,31 I•ey. THC 4E S t:'71'pC' {• 111.41 Iffy; .MEN.( S i'S'"�1• E• •••:] Iced THENCE 3 :3';5'16' E. 61, C6 rfall TNEKCE $ :4`0106 C, eC.i: IJft i THEN:{ s :6.01'31' E, tQC'" 1a■+; TtsiN;C S 3t'I!L : E, 1t3�+: 1■■TS. : � ,rer re J pvJnT an •h■ Soe+n • 117.6 vl Thi SVrThvvIT aa■rtfr °! ��I■ t7..SC4thflTte corner n7 ErIh; h LT'li'.:• •, }6L, 1 3+ I+1 t o Pi "I: Savtnr7iT Iafrlo; fat the TRL'{ P41N1 Of IIiDI p,jIltog not cascribtrd ;tereinl . sl:ti:.3 VXHIDIT h Hillside P=t�w of t"rJTO t i 4 I !;D= 303 F'R.'.'.. OF G'Jti'i"s iT'T...h'7 :m : Ei Ar'sT E=5 :'1� r OF Tt:: no w32 Pry OF T- c graK ;r*,",=,5T QJ1 � or =E SbuT}m ST W"=� or S�Cmolt 3, 3k''TZF:P r3 Hcm"?., T.I,liC. S B)ST, W.3., =A =;G cool "9 , WASEmIGTOA POCET, B: TH7 a0�':=01; 0:" G..1T IAD:` 6 zK STCT-4011 2?, ^.'ow, =? ^ 1w,1 . 'N =I:C MINTY, tihS3=}tGTD1;, }.`_'rRv, )gop:m,.., T,I.];Gs 5 T.,]ST, ?i= HiGi�'RRY 11P. 5; pr r ' SoV%Z•F_LY 1 GYti OF Y3 Ti 2�• R1 S: 303 Fo my TO�IiS7iw 4OhS p5n ?D_XG NO. 5kL'�:?I{FSO1 QZFF'rrR OF Sd�p7� Z'.• r .Q= i+.>a�+& 5 '}STi R•::•, = 1173 COZ31iTY, T E i.E5 T S5 S "M E FVOF m: ovum w f ' When Recorded, ketlrn To: Certified Financial services, Inc. 31149 Pac7EiG highway So. Federal way, WA 95003 ROADWAY M&INAGE _& == BASEMENT TH£ GR&=R, AQUA SAMt RANCB, INC., a -W"hing'ton Corporation, herein called the R=ch or Grantor, the owner of the zeal property situate in King County, Washington, described as Parcel 2 in Exhibit 1, attached hereto, herein called the Ranch property, Mar value received, hereby grants and owiveys to the GR&NMM, CERTIFIED 'FIHAHCZAL SERVIC$S, ZMC., a Washington Corporation, the owner of the real property situate in King County, WaShingten, described as Parcel I in Exhiblt 1, attached hereto, herein Called the crs property or the mobile home park proparty, aubjeot to the te= he:reinaLter set Loath, the following eSBEmOnt3: 1. A nonexclusive perpetual easement (herein calked the street easement ar SAL 159th Street) over, under, along and across a strip of the Ranch property legally described as Hamel 3 in Exhibit 1, attached hereto, for (a) veUmaar and pedestrian ingress and egress between the mobile home park property and 152nd ?venue S.E., (b) for Wnstractian, operation, maintenance, repair and replacement of roadway, sidewalk and storm drainage improvements and utilities {ineludinc3 without limiting the foregoing afactric power, phone, gas and water lines and TV mables, all with respeetiv'e appurtenances), and c) installation, maintanance, rapaims and replacement of landsca ng improvements but only within the following portions of the margins of tha easament strip (station rBfarencam relate to tate roadway center line statiMling for S.B. 155th Street depicted upon sheet a of the county approved plans): grgin From Station o+0D to Station 1+55 Pram Station 2+2D to Station 2+40 From Station x+60 to Station 3+38 From Station 4+55 to Station 6+B0 3auth MLtWn From station 0+Uo to Station 2+55 Prom Station 4+78 to Station 6+80 all herein collectively Could the street emsem%nt improvements, subject to the terms hereinafter set fUr ; Easement -1- EPAE TAX A+OT H5QUED King Re Dfvbbn � Oaµry n n� 6 T -r7. 2, A temporary construction easement over, Under, along and across the 80 foot wide strips of the Bauch property lying adjacent to the aides of the street easement located upon the Ranch pxmperty for purposes of Constructing the street easement improvements, which temporary easement shall automatically terminate upon contpl,etion of the initial installation and construction of said improvements., subject to the terms hereinafter set Porth., 3. Fa eengnt. A temporary oonstxuetion easement over, under, along and across a portion of the Ranch property described as Parcel 4 in Exhibit 1, attached hereto, for purposes of installing and constructing a storm water infiltration and drainage system designed to accept storm water run off from the surface of S.B. 156th Street, according to sheet a of the county approved plans, herein called the infiltration and drainage system, which easement Ghall automatically terminate upon completion of the initial installation and construction thereot and any other work or improvements relating thereto hereinafter set forth, subject to the terms hereinafter set forth; T4 4. r4* & Repairs . Eta A perpetual easement over, under, along and J across the portion of the Ranch property described an Parcel 4 in *� said Exhibit 1, for purposes of =&]ting any necessary or required repairs maintenance, replacement or alteration of tile infiltration and drainage system, With amass therefor from S.E. 155th Street and/or 152nd Ave. 6.E. , subject to the tmrias hereinafter sat. forth; and 8. _ - geservai-I on of . A perpetual. easement for tcnstruction, paintenance, and repair of a drainage swala and associated pipes, drainage appurtenances, rookeries, fences, and spillways according to Sheets 4 and 6 of the county approved plans, herein the drainage swale route system, over under, along and across the s -Foot wide (a fQet wide at the porton of the Ranch -CFS common boundary Vftst projects three feet to the east) strip of the Ranch property legally described es Parcel SA in Exhibit 1 and a temporary construction easaAent over, under, along and across the 20 toot wide strip of the Ranch property that is also legally described as Parcel 3B in Exhibit 1, which temparory construction easement Shall automatically terminate upon completion of the initial installation and construction thereof, subject to the terms he.einaftar set forth. Nothing in this paragraph or elsewhere in this instrument is intended or shall be construed to abate, affect, curtail, ar impair and the Grantor expressly hereby reserves the right to use the afoxesaid drainage Swale route system for drainage of the Stanch propeXty. THE CONVEYANCE AND GRANT OF THE FOREW3:NG SUBMTS ARE HAUB By THE GRANTOR AND ACCBPTED 9Y THE GRANTEE UPON MD SUWECT TO THB Earament -2- mrl-i L.. M FOLLOWING TERMS: 6. . All work, construction, installations and improvements and any repairs, maintenance, replacements or alterations thereof or therstotWLda ar required to be rude pr=auant hemetO simll meet or exceed the standards and quality required by ]Ging County for work, installations and iPaprovement:a of like nature and the cost or Mthereof st ell be borne by CPS, the Grantee, except Ear repairs and maintenance pursuant to Raragra h 7(1) relating to S.E_ 255th street roadwasy and drainage facilities; and when made or performed by CSS upon coupietion thewoof cps shall restore all gm=d surfaces to as goad or better a condition then the condition existing prior to the commencomePrt: of any work or construction. 7. zither the Grantor or the grantee shall have the right, whim► may he exercised 2=0 time to time, to maintain and repair the roadway and drainage facilities to be stalledsti within suets maiStreet te arse amend provided, however, that.the party repairs shall at all times assure that at least one travel lane remains open to traffic on B.S. 1 -55th Street. The actual expense of such m �i=e tas specified below; pprovided,incurred ip dfaith however,hall unless such r by parties Such repairs are of an emergency nature the salty initiating such maintenance or repair( &I shalt give the other party 20 days written notice tilt certified mail, retarn reoeipt requested, at much palttyls V4 last known address, of the specific work plan to be undertaken and 'the bid or estimated acct thereat. The party that initiates ouch maintenance or rapair(s) and incurs expense in doing so may maks To demand upon the other party for reimbursement of a specif iedp shaire of the expenses so incurred, which share shall. be Paid by ied other within 34 days of receipt, of written demand accompanied by a copy wi 9f the invoice(s) setting Porth the actual expense(r) incurred. 'tT The Granteegs specified share of much expenses Shall beh755lp be25nt and the Grantor s specified share of such expenses percent. The foregoing allocation of expensefo) shall not app1Y to repairs, maintenance, roplacementm or alterations nePassitated by any abnormal use or intentional damage, which shall �qh whom ani: borne in its or their entirety by the party by same became necessary. (2) The Grantee stash at its cost and expense make and provide eny end all necessary or required repairs, maintenance, replacements or alterations to tile infiltration and drainage syst:en and the drainage Swale route system r$farred to in paragraphs 3, 4 and 5 above provided, however, the Ranch shall not artificially increase or runoff waters fromicially Ert thethe nabUrAl or Ranch propertyintothe flinfiltrasurface Or infiltration and Easement -3- 9.: - D M drainage system. (3) Landscanind 3mnrovementd. The Grantee agrees at Gran'teers expense to care far ansa �aniatain in a reasonably decorous and pleasing maturer all landscaping improvements made, installed or planted pursuant to Perngraph 1 above, including without limiting ,hp foregoing properly and regularly to maw and trim the lawn(s), it any, and to maintain, nurture and preserve all trees, shrubs, plants and flowers and the hods therefor. 8. &E. 155th -Amenities St et - . The street edsev=t improvements on S.S. 155th.street (the street) shall asst or exceed .quality standards required by King County for like improvements and shall include at the cost and expense of the Grantee the following.- (1) ollowing: (1) =;may Locations, seven G®mant concrete driveway ramps to provide vehicular acoreas t:o the Ranch property, six as sbavn on street 8 of the county approved plans, and the seventh at the mouth edge of the street. (at appraxlzately station )to erved<. e existing hMWa an the PAnch property lying oath othe (x) Pedestrian_CroassMlks. Two ten foot wide pedmtnrion crass walks, one at approximately station. 2+8, the other at mpprcacivately station W5. (3) AR22d.M=- Two speed bumps At locations to be selected qJ by the Granter. (4) street 51ctne. Signs Mlorsg the arargins of the street as follows; (a) Two "I.G mPk" speed limit signs, one facing west, along the south margin near the west and of the street and the other E9cing east, along the north margin at apprortimately the bo=dary between the motile home park property and the Ranch property; (b) four =asswalk signs, one an either side of the two crosswalks described in (2) abave; (e) One "S -E- 155th Street (private Road)" street name sign at the itrterseetion of B.B. 355th street and 152nd Ave. S.T.; dnd (d) two speed bump warning signs, one near each of the two speed limit eigne referred to in (a) above. (s) 1jg:bin. The curbing for the street kmtween the cement concrete driveway ramps shall be •tolled curb and gutter,„ notwithstanding the fact that Street B of the county approved plans specifies piling county vertical curb and gutter,* unless King county refuses to alloy+ same after application Of CFS' consulting engineer to use such relied Garbs and gutter, in which ease "he vertical curbs and gutters may be in installed, {6j All utilities installed or constructed ori `ze Ranrh property shall he underground and within Basement T4 - the street easement. Transformara, pedestals and any other appurtenances above ground shall be placed on the LTEproperty, and not the Ranch property_ 9. S.E. 155th street - Joint Use _Aso_Parkiag. S.E. 155th street shall be for the joint use and tmftafit< of tha =9 property and the Manch property; and neither the Grantor nor the Grantee Shall be entitled to have or permit vehicles parked thereon. 10. X13!iitrati& Urejaagg Aystem - Amenities. (1) psora. Pond & [doles jtc. At the same time Grerrxtft3 constructs S.E. 155th Street Grantee shall (a) refill the existing excavated hole west of the existing duck pond lying south of S.B. 155th street on the Ranch property in order to accommodate the installation of the infiltration and drainage system referred to in Paragraph 3 above and On sheet 8 of the scanty appraxad plans, So the surface grade of said existing grade along the perimeter of said eguavated hole, and read lawn aver the top of the refilled hole; and (b) ftstall a new A -inch miniz= diameter PVC overflow pipe (i) from the duck pond northeasterly scnoas and beneath proposed S.E. 155th street's yroposed n=th curb line Where the T4 curb intersect the line that is parallel to and 2 feet west of the east edge of the existing 20 foot slide Sturm drainage easement that C is described in the instrument recorded under iAng county Recording No. 8912271705 and (ii) then contimiing northerly along std beneath CD said line to "daylight° the new pipe in the existing lard area in p the northwerterly crxxner Of the Ranch property. (y) mem orafy Construction Els=ent. Grantor hereby grants Grantee a 15 -Foot wide temporary construction easement for the Installation of said new PVC pipe, with said easement Strip centered on the above described line of said pipe and said easement to automatically terminate upon the completion of the installation of said pipe. Upon the complation of the installation of said new pipe, said pipe &hall be deemed to be the property of the Grantor and Grantor shall have the responsibility for maintanance. 11. CFS Shall assure them least one lame for vehicular traffic on 152nd Avenue 9.2. and S.E. ].85th Street shall at all times remain open for through txaffio during the course of au construction and duriag the course of maintaining, repairing, replacing or altering any og the facilities or improvements installed pursuant: hereto. 12. Referl $ 112 PPlAns, This easement is executed pursuant to settlemQnt agreement between the lunch and CFS of even date, to which agreement, including particularly the oeunty approved plans referred to therein, x:eferanoe is hereby =de. All. Jzprovaments or facilities installed pursuant hereto shall be in accordance with Easement -5- M said plans, as modified either hereby or on the plans and initialed by each party, 13. Additional,nilftyEar-eants. The [irate agrees, within 30 days following written request and submission of any additl.enal easemants proposed, to grant and convey any additional easements necessary for and required by any utility district, utility company or municipal corporation to enable Grantee to install and oonstru= any utilities under the- street *==ant pursuant to Paragraphs 1 and 8(6) above. 14. pqe Biliaenca. The Grantee agrees followirq the unconditional flelivery or recordation of this easement, whichever first occurs, promptly to initiate and pursue as diligently and eupeditioktsly as practiaable the installation, construction and completion of 152nd Avenue O.E. and of a1.1 utilities, facilities or utte=r improvemant5 aut;hortzed her -under on the Ranch property. 15. 'Jgn% againezt Ranch Pr"terty. The Grantee agrees not to sufrar or permit: any liens, depends, claims or actions against any v♦ of the Ranch property or any part thereof, including without 4: r Limiting the foregoing the property conveyed or affected by the for4agoijig easements, arising out of any work, services, lo'bor, "4 materials, ar equipment relating to or done, performed, delivered or used in connection with the installation or construction or the maintenance, repair, replacement or alteration of any i?acilities or improvements placed in or upon the Ranch property or any easements .Kp pursuant to this grant and Grantee agrees to pay, defend, indemrilfy and hold harmless the Grantor from any and all liens, demands, claims or actions against any of said property and to pay and/or reimburse the Grantor far any and all loss, dame a or expense, including attorney fees, the Grantor may suffer or incur by reason of Grantae's failure or neglect so to do. 16. rnj= & nninplEe Claing - . The Grantee agrees at its expense to maintain in full force and effect from the commencement of construction until the completion of installation and construction of all utilities ilities and any other improvements installedr placed or upon the Grantor property or any part thereof pursuant to this eassmant liabi]ity insuFance with an insurance cotapany acceptable to the Grantor with minimum livits of $1 Million for one or mare occurrences insuring against loss, damage or expense arising out of any claims far psreonal injury, death and/or property damage; to designate the Grantor in such insurance as an additional or co-i,nmured; and to 'deliver to the Grantor a cartifioato from such insurance company cartifxing that the Grantor is a named insured or co-insured under said policy and such insurance will not be cancelled or terminated without ten days pr, -or written notice of such cancellation or termination to the ararttor. Easement -6- 17. Indemnification. Etc. The Grantee agrees to pay, defend, indemnify and hold harmless the Grantor from any and all demands, claims or actions arising out of any injuries, loss of life, or property damage caused or alleged to be caused by, attributable to, or by raar an o£ the eomdition of ar any defeats in ox upon or relating to arty of the easements herein conveyed during the course of any work or construction thereon, whether during the course of the initial 'work, installation or construction or any repe.irs, maintan%nca, replacement or alteration and Whether such demands, claims or actions be by any third party(s) or person(s) or by any olfiuer, agent, cr employee of Grantee, inoLuUng without limiting the foregoing any contractors, independent contractors or subcontractors of Grantee, any persons performing or doing any labor, work or servioes for the Grantee, or any persons supplying, delivering, operating or using any materials, supplies or equipment for the grantee; and Grantee agrees to pay aril/or reimburse the Grantor for any and all loss, damage or expense, including attorney fees, the Grantor may stiffer or Jn r by reason or Grantee's failure or neglect so to do. All of the fora ing easements ,¢. 1$. Saseraerrts-Nopgrr+lt,alye, go C ara and shall remain no, and the Grantor and any v7 all of rl its w=essora and assigns reserva the right to use for the benefit M of the Ranch property or any part or parts thereof any and all Q portions or the property hereby granted and canvayed for the aforesaid easementsfor myand all uses and purposes, including v4 Without limiting the foregoing the same uses and purposes for which Wt the Grantee is herelay granted the right to use same, aavo parking on S.E. 155th Street, provided such use does not prevent or interfere with the authorized use thereof by the Grantee. 19, . In the event the mObils home park propertjr is hereafter subdivided and lots, Spaces or units therein are sold and conveyed separately to individual owners, any actions or judicial proceedings by the liancU upon any andertakincia, obligations or promises of the Grantee herein may be maintained as a class actimn pursuant to Rule iso. 29 of the Superior Court Civil Rules (for the Stake of Washington) as presently enacted or hexgaster amended and/or teenavted. ap. 4a Dadiaotinn Nothing herein is intended or shall be construed to he or create a gift or dedication of any portion of or intarest in the Ranch pro erty or the CPS property for the general public or for any pubc use or purpose of any rUad. 21. project -Eia . A large reader board sign that bears the name "aqua Barn Ranch" along the top imd that has an 8 -foot by 6 - foot sign connected to the bottom (which bottom sign currently advertieas "Tsndas^Care Child-earell) currently exists near the Easement -9- northwestern -most corner of the Ranch properky- grantor hereby grants Grantee an option, exercisable by Grantee through 3gly 10, 1995 by written notioe to Grantor, to install and maintain an approximately 4 -foot by 8 -foot display sign far the mobile home park on the loner half of the 2 -foot by 6 -foot bot--.= sign (the "xower Half Sign"). If Grantee timely exercises this aPtion, thou Grantee shall be deened to have a three-year lease from Grantor effective the first day of the %onth following the calendar month in which said notice is given for the use of the Lower Half Sign conditioned upon the faithful monthly payment of $108 in advance on or before the first; day of each months, which lease shall be renowable at the option of the mmate9 for an add#.tianal three-year period pursuant to a formal lease agreemgmt with Such renter term &nd conditions as may be acceptable to the Grantor. 22 . This easement supersedes and replaces a prior easement dated the lbth day Of danUarp, 1990, executed by the R=Qh and recorded in the 4lfioe of the lfing County Recorder under Recording lis. 9001161360, which prior easement is V4 hereby terminated and revoked in its entirety, effective q:r simultaneously with the recording of this easement. 0 A 23. Partiol tr liaitu, if any provision of this instrument G is, beoomss, or is doomed i.lXegal, such provision shall be deemed amended to comforn to applicable laws so as to be valid and enforceable, or, if it cannot be so amended without materially 4 altering the intention of the partids, it shall be stricken and the remainder of this instrument shall Vemain in full force and effect. 24. . This instrt>Ement Contains the entire agreement between the patties relative to the subject matter contained hexein and correctly sets forth the rights, duties, and obligations of the parties. No oral repreeentatione: ar modifications regarding this instru"nt shall have any garde. 25. Henaings. The section and paragraph headings, in this instrument are for the cOnVenianae of the pa ea+; only and are not intended to modify or define it in any way. 26. Any and all covenants, agreements, undertakings, promises, assurances or obligations of the Grantor or Grantee herein (hereinafter callectivaly celled obligations) and the foregoing easamonts shall be for the benefit of and binding upon the parties and their respoctivo ouacesaors and assigns and shall run w t ithee Hand, un i.e., shall rwith title tv the Ranch property and the CFe property. 27.in the event any owner of the mabi.le home park property or the Ranch property sells, Easement -9- � E. m transfers or conveys its interest as owner of said tract or any part. thereof or if its interest therein as owner is otherwise terminated then, fi'= and after the effective date of such sale, transfer or conveyance or termination of interest, suob owner shall be released and discharged from any and all obligations herein and from any, and all daWes and liabi.liries cedar this instrument ate to the pa.-ts so sold, transferred or conveyed or terminated, except those dafaaa or liabilities (it any) which have already accrued as of the date of such sale, transfer, or conveyance or termination of interest., and any buyer, transferee or grantee or any persons acquiring each ibtareat by acceptance of the sale, transfer or Conveyauce or acquisition of such interest shall thereupon became w1bJect to and obligated to parfo= all of the obligations of the seller, transferor or grantor or the owner from whom otherwise acquired, in Like banner as if such obligaticas herd been expressly assumed and agreed to in a► .Gnuveyanca or other instrument of tramfer and/oar ncquisition. DATED this ' qday of October, 1994. AQUA BMW RMCH, 32M. � 3 DBYf eck .Riley, Press ApMVW & ACCEP , October ..I -L, 1994. CmaiFIEO FnQNc AL sERMCM , INC. tepriwn C. an, president Easement -9- 0 STATZ OF WASHrNMON C URTY OF MG 5 On this day of October, 1994, before no personally appeared Tack N. Riley, to me known to be the Fresiderth of ?aqua earn Ranch, Inc., the corporation that Mecttted the foregoing instz°trment:, sod ackmOwladq)ed the said instrument to be the free crud voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the 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 slay nod year first above written- notary ftb is in abd for the Stahl of WLVIington, residing By commfssiotl ezpiree 74 h �l1' • • ''� w Comm of BMM ) . on this day of October, 1994, before me Personally ' appeared Mph= C. Sawaan, to me known to be the President of Certified Financial SOrricaa, Inc., the corporatiwt•Chat executed the f0re90ing instrument, and acknowledged the said instrument to be the frac and voluntary act and deed of said corporation, for the uses and purposes tharein mentioned, and os oath stated that he was i authorized to execute the said inst1, ertt and that the seal affixed (if aray) ie the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. Notary Public in and for the Sta�of Naingtan, residing f, 14Ycasion expires ' Acknowledgmsnt(s) 0 M Exhibit 1 - Page I Roadway, Drainage & utility Easement Aqua Barn Rmnah, Inc., Grantor Certified Finnencial Services, lac., Grantee Parcel is ( M pro =ty) Tract B (i.e., the East perce=) according to Lot Line Adjustment Ko.'S89H0140 recorded under icing County Recorder's No. 90037.5130+1. parcel 2: (Ranch Frmpa El Tract A (i.e., the West pascal acaardinq to tot Liao AdJLWtment No. S89H0140 recorded under King County Recorder0s No. 90033,53.304. (S.R. 155th Street) A strip 24 feet in width on both sides of the following described line: Beginning at the southwest corner of the east 1/2 of the soutlrn;est 1/4 of Section 23, Township 23 Hcxth, Range 5 east 7J.H.t thence north 41 degrees 46 minutes 11 seconds east along tha west line of said east 1/2, 1,481_12 feet; thence south 77 T, degrees 50 minutes east $3.89 feet to the east margin of 152nd G Avenue south Best, which is the true point of beginning and is also Called Paint A; thence continuing south 77 dwirses 50 minutes east 368.49 feet to a point of tangency with a 185.00 G foot radius curve to the left; thence along said curve, a {� distance of 34.83 feet through an angle of 10 degrees 47 minutes 09 ssconds� thence south 86 degrees 37 minutes 09 d' secauds east, a distance of 198.34 feet, more or lees, to the M terninus whidh is a point on the west line of the east 647.53 feet of the Baathwest 1/4 of the townebip 23 north, range 5 east W.H., lateral limits of said essament to extend to the lines on which described centerline starts and terminates. parcelg; (YnfiltratiQQ & nrainaae _stem} A strip 10 feet in width on troth sides of the following described line: ComDeneing at Point A, as described in Parcel 3 above; the:ae South 77 degreas S0 minutes East 71.00 feat; thence south 12 degrees 10 Minutes West 34.00 feet to the true point of beginning; thence Horth 77 degrees 54 minutes Wast 88.51 feet more or less to the East margin of L32nd Ave. S.E. and the and of said line. Zasament - Exhibit i -I- 1 _71r:j exhibit 1 -- Pegs 2 Roadway, Drainage 8 Utility Easement Aqua 5= Ranch, Inc., Grantor certified Financial services, Inc., Grantee Pagel r,�; (Dr_n_in aR AnatQ Easement - We F2ct) That portion of the west parcel pursuant to -King County Lot Tine Adjustment Na. S89IM140 as recorded under King County Recording No. 9D03151304, being a portion of Government Lot 6 and the Southeast quaxter of the Southwest qumrber of Section 23, Township 23 Horth, Ranch 5 East, W.M., lying Easterly of the ['allowing described line: =GINNING at the Southeast corner of the Southeast quarter of the Southwest quarter of said Section 23, TFEEHGZ North 01'22'5In West 300.04 feet; TMC.E North 87'46'52" west 547.86 feet, TMCB North 01'22'51" Bast 526.98 feet; THENCE North 88`37'09n West BO feet; %%Meg North U"381'32e Bast 269.60 feet; TJ MIME south 88'37109' Zast 30.43 feat; 'i'aMen North 88'37'09' West 5.00 feet to the TRUE POINT OF BEGSNNZNG of this des=lbed line; THENCE North 01'22'51" Bast in a straight line 762.85 feet to the southerly margin of 8R-159, Maple G valley highway as conveyed to icing County by dead recorded under Recording Nos. 1760650 and 8804140316, and the terminus of this described line; E%CEPT any portion 'thereof lying O within the past parcel pursuant to said King County Lot Line AdJustmem No. S89HO140. EaI=7._UI (JC==RZJ7but portion of the West parcel pursuant to ting Canty Lot bine Adjustment No. B99W140 as recorded under Xing County Recording No. 9003151304, being a portion of Government Lot 6 and the Southeast quarter of the Southwest quarter of section 23, Township 23 North, - Ranch 5 East, W.K., being a strip of land 10 feet in width, more particularly described as follows, BEGIMaNG at the Southeast corner of the Southeast quarter of the Southwest quarter of said Suction 23? THENCE North 01*22151n Wiest 300.D4 feet! THENCE North 87'46'52^ West 647.66 feats THENCB North 01'221511' Best 528.59 feet; THENCE North 68'37'OVI west 80 Peet; THENCE North 11'08'3214 East: 259.60 feet, THENCE South 53'371V9" East 30.49 feet; THENC3 North Be' 37'09" West 5.00 feet to the TRUE POINT OP EEG'N"INGi THENCE CONTIHVTNG Horth 88'37'09" West 10.00 feet, THENCE North 01122`5l" East in a straight line 785.14 feet tD the Southerly margin of BI -169, Maple Valley Highway as conveyed to Ming County by deed recorded under Reoording 1905. 1760650 and SBO4140316; THENCE South 75`41'4531 East along said Southerly margin, 10.26 feet to a point North 01022'51" East from the TRUE POINT OF BMXNNTNG; TMaE South 01'22'S1° West 782.85 goat to the TRUE PO1W OF BXGINMQ; EXCEfi any portion thereof lying within the Bast parcel of said King County Lot Line Adjuataent No. S89NO140. All loRated in a portion of GoverrZOnt Lot 6 and the S.E. A of the 9'W q of Seotion 23, T. 23 N., R. 5 E -W -M., in County of K1115, state of Wgshington. Eaaemarit - Exhibit 1 -2- ON_ ., .... , Nabjrasld_.�... PLEASWAAfi �jiIA1 MIXT NNAYiTM EM W RIGHT W WAY OSWUMW EASEMENT - - F 0 SEW IBB6 SEATrLEWA VM11 (Corparnte) 911.P�1APNG —20&BE_ ion No. gAfnm LWATION _SW23_2A_9 CDAIr'ANY NV. 'Mu Grantor, AQUA, R&M RANCH. DIC.. a Waddin in wast naloa or DIVE DOLLAR (51.Ot), in bond paid, and other goad and valuable consideration, rowipt whereafts 1x-rcbyackaawledgerl, dors hereby convey and warrom to WASHINGTON NATU RAL GAS COMPANY, a Washington CurpomlioN, hS sucooawrs and assigns, hcaain referred to w "Grantee", a non-cxehWva tascn=t for a gas pipeline or pipelines ander, aver, through and aeroas dx following dmuibed property or the Gtaator loeatcd in tic Cotw4Y or Vjnt , stale of Washington: The west prod of K1% Clulnly Rat !ke Masuneut No. UMDFi nmrded under liteoordtng Na 9dQ31SOK fn Ning Caaagr Washtngtom fro ft=1 No. VZOS�-KW Easement toBtlour Five fat on attlnrr tdde or the euatarol gats 49r16atlon lhte{ol as taastroded cr to be eoaatzmded an old p lA Q ' D LO giving and granting to Grantee the right to construct, instal, apermr, maintain, protect, improve, repair, replace and hbandcm in plata said gas pipcirnt or pipelines, togtther with the notrexclusive right of t� acees to and from said properly. As used Herein, the term "pipeline" shall indultwra;s gas liras and ser together with sums surfatc or sub•stufm pipeline appurtcnanou and NOW= as are necessary, in the judgtmcnt or araniee, for the opomlion and maintanance of snid pipcfine or pipelines. By the aaxeptance or this tasem m Grantoe agrees to hold the Grantor hararlam from any lost, cast or darnagt resulting from the operation or maintenance of such Opaline or plpeiinz o=pl as may be attributable to the sole nagliMcavc of Grantor. Grantor agrees not to ereCl wry shwmma on sold CaSCrnent. DXT1 D this Z? day or A UkBARN RANM MC., a 7Va>arinelva wrparatlao. CY,Q[S�TAK i�4T �i:C}Uli� Karts r u. swum Wrktclr By- V1,Iprl]epdt 1111G 6 STATE OF WASHINGTON ? s COUNTYaF.�S.o..aaa�C.�-1 SS' On this`d day of ,14°� before vac personally appcatecl �`� to me known to be the 9r 1mc;� or the corporation that cxecutcdl the within and Y,s foregoing instrument, and acknowledged the said instrument to be the free and voluntary oel and dead or mid corporation rur lite user and purposo therein montlorwd, and on oath stutcd that he R _w � authorized to execute said instrument, l IN WITNESS WHEREOF, 1 have Immunto act my hand and of ixcd my oRidnl aeal the day and year first above written. NNolaarry Public in and for the slate of Washington, t W131g as My aommhsloa expires .�''�' Wrmam7 11 UN) to x��.�::''t i.'Ab Retum Address . lygon Northwest Company 11624 SE 56' St , Suite 200 20030501002439.001 Bellevue, WA 98405 E1955930 ®s/ S/ZM S4 28 a6 630 cc PAGE eel OF 002 ME Dor ument TItle(s) (or transactions mumed tbere►n) 1 Statutory Warranty Deed CHICAGO Tru INS C0(2D z REP#Ar' �,�'a"x' -/0 Refereace Nornber(s) of Documents assigned of released, NIA (on page _ of documenWs)) Grantors) fLsst name fust, then first name and inmals) 1 AQUA BARN R .NCH, INC , a Washmgton corporation 2 3 E] Additional names on pop —of'document Grantea(s) (bast name first, then first name and iamats) I RIVER VALLEY, L L C, a Washurgton limited liability company 2 r 3 U Additional names on page_ of document Legal do=npt on (abbreviated I e lot, blodr, plat or section, townshap, range) E,DT I IAC SHORT PLAT L9953019, AFN 20010331900002 Q Full legal is on Page 1 of doc+uneot Assessor's Property Tax PamVAceouni Number 232305-9185-09 20030501002439.002 STATUTORY WARRANTY DEED GRANTOR, AQUA BARN RANCH INC., a Washington corporation, conveys and warrants to RIVER VALLEY, L L C , a Washington limited liability company ("Grantee"), the real property situated xo King County, Washington that is legally dcsenbcd as follows (the "P=urses") LOT 1 TOGETHER WITH AN UNDIVIDED INTEREST IN TRACT "A", KING COUNTY SHORT PLAT NUMBER L99S3019, RECORDED UNDER RECORDING NUMBER 2001083 1 M002, SAID SHORT PLAT BEING A SUBDIVISION OF PORTIONS OF GOVRRI N T LOT 6 AND OF THE SOUTHEAST QUARTER OF THE SOUMVVFST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST. WILL 4 METT`E MERIDIAN, IN KING COUNTY, 'WASHINGTON, LYING SOUTHERLY OF THE SOUTHERLY MARGIN OF STATE ROAD NUMBER 169, MAPLE VALLEY HIGHWAY (ALSO KNOWN AS A PORTION OF THE WEST PARCEL PURSUANT TO KIN0 COUNTY LOT LINE ADJUSTMENT NUMBER S89Mo140, RECORDED UNDER RECORDING NUMBER 9 0031513 04.) In addition, Grantor hereby conveys and quit Glairns to Grantee the right to dram storm or stz&w waters from said Premises onto the northerly adjoining property reserved in deed recorded under Recordmg Number 8804140316. All of the foregoing being subject to those matters set forth on EXHIBIT A attached to and by this referenGa incorporated mto and made a part of this Deed. DATED this 1st day of May 2043. AQUA BARN RANCH, INC., a Washington corporation $ PATU1 ORY WARRANT Y DLL U PAGE 1 GIWTt9DQW5l1CMP5iai LA f2 CC m MV dGF111046 01 1 960d D! P 200305010x2439.003 1 L Garr, President to and Accepted by RIVER VALLEY, L L C, a Washington limited liability company By PNW CAPITAL, L L C, a Washington I nited liability company Its Manager By TOFINO, INC, a Washington cc Its Manager I By _ [.Pnni Its STATUTORY WAItftAN YDEED PAGE2 o f 203054i002439.004 STATE OF WASHINGTON ) )SS COUNTY OF NTNG ) on this XP day of 2003, before me, the undermgced, a Notary Public an and for the State of Washington, duly commissioned and sworn, personally appeared JANETTE L CARR, to me known to be the person who signed as President of AQUA BARN RANCH, INC, a Washington corporation, the corporation that executed the within and foregoing instnmeat, 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 was actins as said officer ofthe corporation, and that she was authonzed to txwute the said instrument an behalf of the corporation IN WITNESS WHEREOF I have hereu"ta s my hand and official seal the day and year first above written (Signature o£Notary) 54- ;M rrn. (print or stamp dame of Notary) — NOTARY PUBLIC in and fQr the Sim of Washington, residing at 61 My appointment expires 7- 5 Ofjq itis pTARi • Y I S[ Al U r OPY W ARKAN I Y D1 -::D PAGE 3 20030501 D02438.006 STATE OF WASHINGTON) ss. t • • COUNTY OF I�.Il�TG ) �1'�' On this day of , 2003, before rile, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and swarm, personally appeared -*' , to me known to be the person who signed as President ofTDFINO, INC, a Washington corporation, the corporation acting as Manager of PNW CAPITAL, L L C., a Washington limited liability company, the limited liability company acting as Manager of RIVER. VALLEY, L.L.C., a Washington hinited hiability company, the limited liability company that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of TOFiNO, INC., of PNW CAPITAL, L L C, and of FIVER VALLEY, L L C for the uses and purposes therein mentioned, and on oath stated that he was duly elected, qualified and acting as said officer of the corporation, that he was authorized to execute the said instr=ent on behalf of TOFINO, INC, that the corporation was authoi,zed to execute the said instrument on behalf of PNW CAPITAL, L L C , and that PNW CAPITAL, L L C was authonzed to execute the said instrument on behalf ofRIVER VALLEY, L L C. IN WITNESS WHEREOF I have hereunto set my hand and official seal the day grid year first above written. v�.tih,F4�Wa•. STA NT01tV WARRANTY DEED PAGS 4 D I 4jie of Notary') �t. ) PUWG i / (Prian,t or stamp nine of Notary) NOTARY PUBLIC in and kir the Stat,- tateof ofWashington, residmg At My appomtment expires: STA NT01tV WARRANTY DEED PAGS 4 D I 20030501002439.006 Exceptions to 7Yf% I EASENENT AND THE TERMS AND CONDITIONS THEREOF. GRANTEE PACIFIC NORTHWEST BELL TELEPHONE COMPANY RECORDED SEPTENSER 20, 1978 RECORDING NUMBER 7809200893 2 EASEMENT AND THE TERMS AND CONDITIONS THEREOF; GRANT M. PA.CTIC NORTHWEST BELL TELEPHONE COMPANY RECORDED 3ULY 21,1980 RECORDING NUMBER 8007210529 3 EASEMENT AND THE TERMS AND CONDITIONS THEREOF. GRANTEE PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION RECORDED SEPTEMBER 3, 1986 RECORDING NUMBER: 8609030884 4 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE CEDAR RIVER, WATER AND SEWER DISTRICT OF IUNG COUNTY RECORDED' JULY 5,1990 RECORDING NUMBER 9007050802 5 EASENIENT AND THE 'TERMS AND CONDITIONS THEREOF GRANTEE CEDAR RIVER WATER AND SEWER DISTRICT OF DING COUNTY STATUTORY WARftAhITY DEED PAGE 5 mti 20030501002439.OD7 RECORDED JULY 5,1990 RECORDING NUMBER 9007050803 6 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED DECEMBER 8, 1994 RECORDING NUIv1EER- 9412081041 SAID INSTRUMENT CONTAINS PROVISIONS FORBEARING THE COST OF MADgTENANCE,1tEPAIR OR RECONSTRUCTION OF THE ROADWAY AND DRAINAGE FACILITIES BY THE USERS 7 EASEMENT AND THE TERMS AND CONDITIONS THEREOF, GRANTEE WASENGTON NATURAL GAS COMPANY, A 'WASMgGTON CORPORATION RECORDED MAY 16,1995 RECORDING NUMBER: 9505160605 8 EASEMENT AND THE TERMS AND CONDITIONS TREREOF- GRANTEE RING COUNTY RECORDED DECEMBER 27, 1989 RECORDING NUMBER- 8912271705 9 RESERVATIONS CONTAINED IN PATENT ISUED TO NORTI-ERN PACIFIC RAILROAD COMPANY AND RECORDED FEBRUARY 10, 1886 UNDER RECORDING NUMBER 146053, AS FOLD OWS: YET EXCLUDING AND EXCEPTING ALL MINERAL LANDS SHOULD ANY SUCH BE FOUND IN THE TRACTS AFORESAID BUT THUS EXCLUSION AND EXCEP"T"ION ACCORDING TO THE TERMS OF TBIE STATUTE SHALL NOT BE CONSTRUED TO INCLUDE COAL AND IRON LAND. �l ATUTORY WARRANTY DEED PAGE 6 20080901002439.008 10. RESTRICTIONS LMTING THE USE OF PORTIONS OF THE PROPERTY LYING WITIUN CERTAIN DISTANCES OF A WATER'AMLL AND/OR REGULATING THE LOCATION OF A WATER WELL, RECORDED UNDER RECORDING NUMBER 7908070746. 11 RESTRICTIONS LIMITING TIDE USE OF PORTIONS OF THE PROPERTY LYING WITHIN CERTAIN DISTANCES OF A WATER WELL AND/OR REGULATING THE LOCATION OF A WATER WELL, RECORDED UNDER RECORDING NUM3ER 8212010346 [2 COVEN NTS, CONDITIONS, RESTRICTIONS, EASEMENTS AND LIABILITY FOR ASSESSMENTS CONTAINED IN INSTRUMENT: RECORDED RM 22, 1989 RECORDING NUMBER 8906220754 (SAID RESTRICTIONS ALSO APPEAR OF RECORD UNDER INSTRUMENT RECORDED LENDER RECORDING NUMBER 8908160772) 13 BUILDING SETBACK LINES AS DELINEATED ON THE PACE OF KING COUNTY SHORT PLAT NUMBER L99S3 019, RECORDED UNDER RECORDINGNLIMBER 20010831900002. 14, COVENANTS, CONDITIONS, RESTRICTIONS, DEDICATIONS, AGREEMENTS, EASEMENTS, MAINTENANCE PROVISIONS AND NOTES, AS CONTAINED IN KING COUNTY SHORT PLAT NUMBER L9993019, RECORDED UNDER RECORDING NUMBER 20010831900002. 15 BUFFER SETBACKS AS DELINEATED ON THE FACE OF IONG COUNTY SHORT PLAT NUNMER L99S3019, RECORDED UNDER RECORDING NUMBER 20010831900002. 16, AGREEMENT AND THE IMUS AND CONDITIONS THIMEOF RECORDED DECEMBER 1, 1982 UNDER RECORDING MNMER 8212010360 17 AGRERIVMNT RECORDED DECEMBER 17, 1987 UNDER RECORDING NUUMER 8712170412 STATLUCRY WARRANTY DEED PAM 7 M.NpQW5aabj Mr 20030607002439.009 18, RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS AS GRANTED IN DEED TO KING COUNTY RECORDED DECEMBER 27, 1989 UNDER RECORDING NUMBER 8912271705 19 TERMS AND CONDITIONS OF NOTICE BY THE CEDAR RIVER WATER & SEWER DISTRICT CONCERNING CONNECT10N CHARGES FOR CONNECTION TO WATER AND SEWER SYSTEM, RECORDED UNDER RECORDING NUMBER 8802220455 (AS MODIFIED BY NOTICE RECORDED UNDER RECORDING NUMBER 93 04282240) 20. RIGHT (IF ANY) OF THE PUBLIC TO MAK'B NECESSARY CUTS OR FILLS UPON SAID PREMISES IN THE REASONABLE ORIGINAL GRADING OF STREETS, AVENUES, ALLEYS AND ROADS AS DEDICATED ON THE FACE OF KING COUNTY SHORT PLAT NUMBER L99S3019, RECORDED UDDER RECORDING NUMBER 20010831900002. 21 NON DELINQUENT TA5MS (INCLUDING WITHOUT LD IITATION AD VALOREM TAXES, NOXIOUS WEED CHARGES AND CONSERVATION SERVICE CHARGES) AND ASSESSMENTS. 22 MATTERS DISCLOSED BY UNRECORDED ALTA SUR'V'EY OF THE PREMISES (AND ADJACENT PROPERTY) BY BARGHAUSEN CONSULTING ENGINEERS, INC DATED APRIL 11, 2043 UNDER BARGHAUSEN JOB NO. 7638 9 STATLTORY WARRAN fY DEED PAM 9 U U' L U '{ L� k LP "U � BUILDING AND LAND DEVELOPMENT DIVISION 450 KING COUNTY ADMINISTBATIoN BUILDING, SEATTLE, WASH. 06104 TEL 744-•7480 LO�Iqua II rn nr8icn;49[nc. 35 ?jMaple Valley Hwy. Renton,pWA 98059 PhAC 255-4618 Las a Owner 'e Nese Aqun barn Raneh, Inc, 84ateee City 15227 Maple Valley Hwy. Rip Renton, NA 99D58 Thane -4618 Lel C awrk x NUM )WOMIF City Zip Phone lot A Lct o Lot C3g4 Tax Lit 9 "Carta °C Wat_' 9eUnge Eirporal I e°etily that t z rni h.a by w t° to" end cer- t n[caY knosip7.aaptrt z " 51 t CO Lok 6 54ghkturip bok C Si¢n+tort 19 Cedar River Wo ti r d Sewer Distri 22 Cedar River Wat r 3 Sewer Dist ri 7'w� w fid 3/4.9te eC� �3 �1� an7,ate Rcv�1 rg ivnirq i4Latsd Flie we C16 .T ' • DEPA�IIEHI OF JLSSF55�� : 'FxtmMMdudappraiad FILED for Record at Re4ast of• �.- a tW�?p /rw^ t' A -mar DvptAsOI ,I ArCTs;237JOi, 4711 r, Ad iass.�.r:_=�1 �� ^Yvnh �•�JL rr' �1�,,/� r �_z�'•s rv�or.t+c F-271 H • Si r, R Legal Oeaerlption+ Lot A �t That portion of Gov Lot6 lying Southerly of SR 169 and less that O portion deeded for 152nd Ave. S.E, (Tax Lot 19) 1 !i7 RECEIVED •°av NOV.3 01989 4 Lot � .,... .---• — ""' •___ � _ — .._.. � � - 9�..� tin The SE 1/4 of the SW 1/4 of Section 23. Township 23 Borth, Range 5 E,�1�#!.= jata� (Tax Lot 2z) w z 90"0.3.•15 E ZW4 R Rr=CFEE 2.00 ,_. RECD F 6.00 -, REV 5 26. DD • CRSMSL. **ak34. C+D we C16 .T ' • DEPA�IIEHI OF JLSSF55�� : 'FxtmMMdudappraiad FILED for Record at Re4ast of• �.- a tW�?p /rw^ t' A -mar DvptAsOI ,I ArCTs;237JOi, 4711 r, Ad iass.�.r:_=�1 �� ^Yvnh �•�JL rr' �1�,,/� r �_z�'•s rv�or.t+c F-271 H • Si r, R U Lot Line Adjustmant��^--�+-- SCALE I" 3DD' CENTER OF SECTION 23 0 i FUTURE SITE OF r. f AQUA BARN µ0B;LE. Konen I 70 �—�o[ HOME PARK 202-85R SCALE; Ps-' r-cr e t 499.31' N 1' 46' 11' E p� 198.34' S ea' 37' 02' E - 360.48 S 77' 50' O0' E - 'n FUTURE SE 155th ST. c�} PRIVATE C% 152nd AVE 5� ' PUBLIC MSTINO SEWER do WATER $OuTm LINE O.L. # e�'r OTE 'aX LOT 165 CREAMED AFTER VESTING ATE k THEREFORE IT IS NOT A ROPER Lot F.XTINGUW1140 LOT LINES •3ESN'T CREAM FROBLEM9 A5 ALL SND IS UNDER COMMON OWNERSHIP. EXISTING SEWM & WATER 4OTE DZARINGS & V)STANCES GF SUaDIVISON FROM SURVEY RFMRnFn ON or:. 15 t: L 1' SW 1/4 OF Stift 1/4 SR 168 � E' VQR77, N Stpi2 7 340.94' A��' kr S 1' 22' 51 W �WAY� A• 6EF[1RE 5E A�F''TER 172.00' S 88' O7' 58' 1 91.07'S 1' Zr 51' W --171.72' S $6' 37' 09' ` 98 1 `788.51' S 1' 22' 51" W A 8 EFORE --,�— L o 34.83=B BEFORE 9kR,i 114.80' SYT..2' 51"W 30,43' S aa- 37' 09' E f 3 8 BEFORE + A A AFTER W W + r ;y La 1V 4 '� • -imn N Na ut z ego ,r to SE 1/4 OF V? 0 w o $ 41 SSV 1/4 co M H % 647.66 S a7' 48' 52 E- oFIL40011NEII -1305.67' Z S7' 4s' 52- E - O 4 glApproval im hereby graritad su ^to'r Disapproved botauses t lop, �� �,• rrry Planne to �i NOTE: Approval of this adjustment does not assure tb_ property ow r tht the subject propmrcy isself has satisfied the State and CCU aui division requirementS (RCV1 56,17 and King Coonty'Title :'9). P19 -al be advised that bufldinq permits will not be issued to lots 1hirb have not complied with the requirements of Said statute and ode. - _ P i-1 nm li jr 43 s �i `9 i'•���•d•• 6 ~_ of k $ng .::�C+A'�- � � �Fii �ri��• b� r .: i50_ F G�[fi, % !'• Its �� s W lei,AF MR5 CD WIN n, tic a^e- W P ON moe I 0111il m hiss US, 11 ix is zri c X 1 1�r r 6l lill x d C ,,�yy•��I� �a U Q � pl a OUR ; T F+' -awl r x ON moe I m hiss US, 11 ix is zri c X 1 1�r r 6l J x d C ,,�yy•��I� �a U Q � pl a OUR ; T F+' -awl r x 1 i "op C? a nga �i moe I gg =@ n r i C �a N �! =•a . � i s.s •'f t t.7�� A i Fyh� R 01W� 8 'Ztl �� ED IA ls Ag�^ I �4b 1 11 1,41 ;11 � IPA �� �� i l k a a $ g� �aasell, gut s� C ► r �{ 6�^ y��� 8 gig: g a8 kp � a$$ '- e Ik �§� yy z �5 I' f �gFsi � i�M!. 0. � �a r� uC� �.� � � � hN rrr555 N :�Yf A .I $ a ,w`6� N ,sa -1 Rat a d� til. $� �''•�� :�A,�g :�. �r a�� � � �� i � � �ricg �],�°nY ..day.. L•�'1 a � �� $�� �Fi w:A y�,': •��I�2 �y$Fy J� h b 14 a n~� a� gagEy= }�� Al* rP FL E�rq �ig��y�uw����C�+�$ P''8ry$� I'd CL CL 141 i_ H 44 �y rZry�TT .,9 `01 W-2 aatYB � i6 i i +.,•y Isl b17 bZR a g �So '"' t z a .. In Y Ibl g RPM MP��s • m��� !1m yu I ILLI � � 1 1, giE�i�$em�i m ■ - ■ �2 -... o' f■ �� § { ■ �� ■ °�| , > � w \ \ m ■ - �2 -... \� �� , > � w \ \ m ■ - 471 Return Address Polygon Northwest Company 11624 5E 5'h St, Suite 200 Bellevue, WA 98005 20040702009478.Da1 DoMment'ntle(s) (or transactions oort&med therein) I Storm Drain Easement 2 Reference Number(s) of Docaments assigned or released: MA (an Page _ of documcnts(s)) Grantor(s) (Last name EM Then fust name and mitrals) I AQUA BARN RANCH, INC , a Washmgxm wrporatwn 2 3 ❑ AMM mai namec on page — of doctrrmant Grunitee(s) (Last name last, thm first nm= and stutials) 1 RIVER VALLEY, LL C, a Washirom Imuted habAlty company 2 VALL Y SPRINGS APARTMENTS, L L C , a Washington ltraAcd Imbilsty comp 3 ❑ Addntnonal names on page _ of document Legal description (abbreviated n e lot, block, plat or section, tawnshnp, range) MN LOT 3 ICC SHORT PLAT L9983019, A)?N 200 IM I9D0002, LATS l AND 2 KC SHORT PLAT L99S3019, AFN 211010831900002 ❑ Fall legal is on Page l and Exhibit A of document Assessor's Properly Tax Parcel/Account. plumber 2323059185, 2323059209, and 2323 059210 RD BY CHIGO TILE INSUNCE CO. Imo,# \A)0�0I 05- D A'-3 20040742001178.002 STORM DRAIN EASEMENT To conform to the locatton of an existing storm drain pipe and for no valuable consideration, GRANTOR, AQUA BARN RANCH, INC., a Washington corporation, ("Grantor") conveys and gnttclauns to RIVER VALLEY, L L C., a Washington limited liability company, and VALLEY SPRINGS APARTMENTS, L.L.C., a Washington limited liability company, (collectively, 'Grantees"), a non-exclusive easement under, along and across the 10 -foot wide strip of land legally desenbed on Exhibit attached (rhe "New Storm Drain Easement"} for the non-exclusive use of an existing underground storm drain pipe therein to convey storm drainage flows originatin on Lots l and 2 of Icing County Short Plat Number L99S3019, recorded under Recording Number 20010831900002 (as well as on Lots 3 and 4 of King County Short Plat Number L99S3019, recorded under Recording Number 20010831900002, provided that Grantor Hereby reserves the right to (a) alta the grade of the surface of the New Storm Drain Easement and (b) snake any use of the New Storm Drain Easement that does not mterfere with the operation of the existing storm drain pipe lying therein (including, without limitation, paving of the surface of the land and installmg landscaping within the easement). (A graphic depiction of the layout of the New Sto= Drain Easement is attached hereto as EXhLt it B ) This easerneut shall (a) run with the land, (i) benefiting Lots I and 2 of Kung County Short Plat Number L99S3019, recorded ender Recording Number 20010831900002 and (i) burdening the i 0400t wade strip of land constituting the New Storrs Drain Easement, (b) inn a to the benefit of the Grantees thei- respect: ve heirs, successors, personal representattves and assigns aad (c) be binding upon the Grantor and its heirs; saccessors, personal representatives and assigns; provided, however, that, at aay time and withoA needing the consent of the Grantees, the Grantor may relocate the existing storm drain pipe at Grantor's expense and shift the location of the 10 -foot wide easement ynthin Lot 3 correspondingly if the King County department then handling approvals of storm drainage systems on private property (or, if the property has by then been, annexed into a city, the criy departineri thein handling approvals of storm drainage systems on private property) consents to the relocation of the existing storm drain pipe. STORM DRAIN EASEMENT PAGE I C Owumenu and 5eWngslCamUAcaJ SanngsUmporary inusrnet Fdes*LM4 Storm sham Bmement Dl DOC 2004070200'fT M DATED #his 30th day afAw 2004. AQUA BARN RANCH, INC., a Washington ompom on By: �&' r e L. Cast, President Agreed to and Accepted by: VALLEY SPRINGS APARTMENTS, L.L.C., a Washington limited liability company By. i Gki m Sou4 zts }�u,�'han' lea{ lent RIVER VALLEY, L.L C., a Washington limited habi1hy company By. PN'W CAMAI., L L.C. a Washington Hruited liability company Its: Manager By: TOFIN4, INC., a Washington corporation Its: Manager By. [Print Name] 4;:; bau Its Vice- '"' k=" ST09M DRAIN SASBNMNT FACsE 2 C u 0=wts end Stift- kCwAtOM1 s 'UMPO uy bu-4 F11ft1p K4%&=m Dam Buamem Di DOC 20040702o0117S004 PROVINCE OF BRITISH COLULMIA (CANADA)) ss. DISTRICT OF ` On this M day of 2004, Before me, the undersigned, a Notary Public in and for Othe Province of British Columbia, Canada, duly commissioned and sworn, personally appeared JANETM L. CARR, to me known to be the person who signed as President of AQUA BARN RANG INC., a Washington corporation, the corporation that executed the within and foregoing instrument, and acknowledged said instrument to be the fine and voluntary act and deed of said corporation for the uses anal purposes therein mentioned; and on oath stated that she was acting as said officer of the Corporation, and that she was authorized to execute the said instrument on behalf of the corporation, 1N WITNESS 'WDMEOI+ I have hereunto set my hand and official seal the day and year first above written. lgl- I Av ALLISON MAXWELL (Signature of ) -227X7 r� 9. Avenue - ` Maple Kidge.BC rA n467-9937LIoW (Print or stamp aasrie NOTARY PUBLIC isz ance of British Columbia, resi My appointment expires: �r STORM DRAIN EASEMENT PAGE 3 C lDOMMMW wtd SeMnPICUMV-0W 8Bftn 7ftP mry IateTmt F1kA01 X"orm Dram Easement FI DOC 20040702001178.DOS STATE OF WASHINGTON) )ss COUNTY OF KING } On this!It day of 'Y-dq 2004, before me, the undersigned, a Notary Public in and for the State of Washingtm, duly commissioned and sworn, personally appeared !1'l_ o �.. , to me la uvm to be the person who signed as m3v&M V"'Y SPRINGS APART1VlE�NTS, L.L.C., a Washington limited liability company, a united liability company that executed the within and foregoing instrt meat, and acknowledged 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 heJshe was authorized to execute said: instr=ent on behalf of the limited liability company. IN WITNESS WHEREOP I have Hereunto set my band and official scat the day and year fast above written .� (Signature of Notary) 4 140TgA , PWuc 0.1,; ra.0ir-.,,��,�o` ` (Print or stamp name of N ) VVA5 , ■�•••V, NOTARY PUBLIC in and for the State . of WasMngton, rending at >rlpn- . My appointment expires -19-0'7 STORM SaR.A,TN EASEMENT PAGE 5 C Ooaltnems and Semngdf,�rrtltJo SeninpFlTemparary ]nmrW F114s10LKAStorm Dmm Emcment FI DOC 20040702001178.006 STATE OF WASHINGTON) 53. COLNIY OF KING ) On this day of L 2044, bcfvre me, the undersigned, a Notary Public in and for the State of Washington, ditty commissioned and sworn, personally appeared IiAwl to me kaown to be the person who signed as of TOFINO, INC., a Washinton corporation, the corporation acting as Manager of PNW CAPITAL, L.L.C., a Washington limited liabMV company, the limited liability company acting as Manager of RIVER VALLEY, L.L.C., a Washington limited liability company, the limited liability company that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of TOF'INO, INC., of PNW CAPITAL., LJ—C., and of RIVER VALLEY, L L.C. for the uses and purposes therein mentioned; and on oath stated that he/sloe was duly elected, tluWifod and acting as said officer of the corporation, that he/she was authorized to execute the said instrument on behalf of TOFINO, INC., that the corporation was authorized to execute the said instrument on behalf of PNW CAPITAL, LZ.C., and that PNW CAPITAL, L.L.0 was authorized to execute the said instrument on behalf of RIVER VALLEY, L.L.C. IN WITNESS WHEREOF I have hereunto set my hand and official seal the day and year f= above writtem (Signature of Notary) (Print or stamp name of Notary) -' SLA—",Nrt ol r` �o� �;ra,•'9 '4 �tr41*OF1*P�. NOTARYLC i aad for the State of Washington, residing at I my appointment expires: STORM DRAIN EA,SEhfflM PAGE 4 G Ww=mts and SMngACm=rl.oKal Doc LWALDESCRDMDN EXHMrrbk of NM STORM DpWN FASFr1A T P'arUor► ofTax LQt "m X9270 AlI that Oartsh r,* pmWty edaein KkV Courtly, 8bW9 of W"hk*xi, being a P of lot a of Flat No. L%Wols, recaaded urdw King County Rfton i No. 2001t1ti3tt30d0p2, Wl�arneiim °� ° 8ou4rri+sat t]uarfar of 8wtio t 23, TQt+rn&* 28 North. RmW 51=t, ton, more ParHoub* des *W as fotlom A�kh an, under, Utrauph. and ecroms� a sinp 1 t) 00 feat In+rridth, 5 OD feet cn Carrterltne ditmibed ss bkmw e: C*Onm n#ng at firer Sot>tlryves# comr of smd Lot 3 of Short Fiat No. Lt3 *moi 9. Thence, atrrng "-"MA &* OFgaid Lot 3. 9041 t 76-41W East 28A9 fW4 Thornet Gkwv the East tins of th9 Drainage essarnwd degwbW In IQV Coungr tZecandrV b1m 8812271705 end Re OWIng two. 9105291556, parellat me wd 20.00 feet East frtxn the West ane of maid tart a of Stwrt Pial No. L88SSrr19, North 01*44!'12' k 170M feat, left TRW POS OF MG'NN'NQ Of the 0(1he harairt desatfiend; wd 'TFtEP1C� tiorth 44'28'12' � 41.$1 � to Sts South RiAttt�Wsy � # � Rnub i819 (8[ 489, P4 t -Nepro VaPsy t• j*#GA The sit�rr+es oFtito r}bo+ra dearxbed ship-oF�rtd ire to ba (srapflterred orahorlened l0 termirtete at ON Fast Ilea of *21d OmWVO Bomnat dasakted In Rer w&V tilt►. 6705281358, and ft South Right-(ff-Wvy Woof said 8R•1 59. Tho abo" wed strl 44and 0anWm ePMd if 418 square Leaf, more ar iris. SEE ALSO 'E*ft* MW allaclted hereto &W by ft reference made a per# hertrof, fora grail k rqw8swemUm of eta hwah desrted stn)-� lard 0f owm*kan 20040702001178.007 Pr"mw ay: &nmum Const,lling , tom t�araoost Pada 4 OWWFAW e ti MW 11P MAP - STORM RRAWAGE FASWWT PORTION Of Lot 3 Sbart Plot No. L9$$30% R90. No. 94010831Bo400$ M Government Lot 2, in the NE.1f4 of the 8WV4 of 8EC't om 28, Taw mdo 23 Forth, Rama 6 Easi, WMamstte iVlarldWn 'Reatori* X3KQ CCU* State of WAOMTOK w 16,9 �►itoil a hkfi 41.0 zVoulgist F17 Sir Rm 149 mm= ix mm Emm i� LOT 3 & S.P. L9933019 x LOT 4 sr LOT 2 X)+1 1137 _some 1-m p"We xno 17638-6, 20040702001178.008 Re#urAddress: City Clerk's Office City of Renton 1055 S. Grady Way Renton, Washington 98055 20070307000134.001 Doe meat Title($) (or v=sacdons coutaincd therein): (an areas applicable to your document m—be filled in) 1. DEVELOPMENT AGREEMENT Reference Number(s) of Related Documents: NIA Grantor(s) ('Last name, first name, initials) 1. AQUA BARITE RANCH, INC., a Washington corporation 2. Additional names on pap � of document. Grantee(s) (Last name first, then first name and initials) 1. CITY Of RENTONf, a municipal corporation of the State of Washington Additional names on page of docacmenr. Legal description (abbreviated: i.e. lot, black, plat or section, township, range) TOTS 3 AND 4 OF SING COUNTY SHORT PLAT NUMBER L99S3019 (AFN 2001083 x900002) Additional legals arc on _'age 1 of document. Assessor's Property Tax.ParWVAceOuut Number 0 Assessor Tax # not yet assigned 2323059210 and 2323059211 The Auditor/Recorder will rely on the inforimatkn provided on the form. The staff will not read the, document to verify the accu orcotn Ietmwss of the in ftjfm on pmvided herein. 20070307000134.002 DEVELOPMENT AGREEMENT This Development Agreement (this "Agreement") is made and entered into effective this 1' day of December, 2006 by and between the CITY OF RENTON C'City'D, a municipal corporation of the State of Washington, and AQUA BARD RANCH, INC., a Washington corporation, the owner of the parcel of property within the area covered by this Agreement ("Owner"). RECITALS WHEREAS, the City has initiated processing a Comprehensive Plan Land Use Map amendment and Zoning Map amendment of the property that is now legally described as follows (the "Property"): LOTS 3 AND 4 OF KING COUNTY SHORT PLAT NUMBER L99S3019, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 20014831900002, RECORDS OF KING COUN"T"Y, WASHINGTON. WHEREAS, the Property currently lies in unincorporated King County; and. WHEREAS, the. Property's King County Comprehensive Plan Land Use Map designation is Neighborhood Business Center; and . WHEREAS, the Property's King County Zoning Map classification is Neighborhood Business (NB); and WHEREAS, the. -City has previously recognized the Property's King County Comprehensive Plan Land Use, Map designation and Zoning Map classification; and WHEREAS, the Owner arid' the City both wish to bane:- the Property (a) designated DEVELOPMENT AGREEMENT --Page l Corridor Commercial (CC) on the City's Comprehensive Pian Land Use Map and (b) zoned Arterial Commercial (CA) on the City's Zoning Map, subject to this Agreement; and WHEREAS, oa September 20, 2006, the Planning Conmiission held a public hearing concerning the proposed Comprehensive Plan Land Use Map Amendment and Zoning Map Amendment, and WHEREAS, on November 13, 2006, the City Council held a public hearing concerning this then -proposed development agreement; WIMREAS, the City Council has talo into account the public comments presented at the Plamnit Commission public hearing and at the Council's public hearing; and WHEREAS, on November 27, 2006, the City Council adopted a Planning and Development Committee report concerning the proposed Comprehensive Plan, Land Use Map Amendment and Zoning Magi ,Amendment and this then -planned development agreement, WHEREAS, this Agreement has been reviewed and approved by the City Council of the City of Renton, Washington; and WHEREAS, this A.gre=ent appears to be in the best interests of the citizens of the City of Renton, Washington; NOW, TREREFORE, the parties do agree as follows: SECTION. 1. AUTHORITY Pursuant to RCW 36.70B.170(1), the City aazd persons: with ownership or control of real property are authorized to enter into a development agreement setting forth development standards and any other provisions that shall apply to, govern, and vest the development, use, and mitigation of the development of the real property for the duration of such development agreement. SEC'1ZON 2. SUBJECT PROPERTY A. Blustra&c Map: The Property is graphically represented in the drawing attached hereto as Exb3 't B. , King County Property.Xdentification Numbers: 2323059210 and 2323059211 SECTJOLq_ _ 3. 'C0Nfti%FHEZf8WE PLAN MAP DESIGNATION AND ZONING Suwv-CT `TO • S1' M ' SPECIFIC ILII ATIONS ON ALLOWABLE LAND USES: DEVELOPMENT AGPLEEMENT--Page 2 s •� 200703070001 34.004 A. Site -Specific Land Use Limitations, The parties hereby agree that, in conjunction with both (1) the Comprehensive Plan band Use Map Designation described in Subsection B, below, and (2) the Zoning Map classification described in Subsection C, below, the following site-specific land use limitations (the "Site -Specific Land Use Limitations" j shall apply: 1. The following particular uses ordinarily allowed in the CA zone as set forth in Renton Municipal Code Title JV Section 42-070K shall be inapplicable to the Property: (a) The "Natural resource extraction/recovery" use listed under the "AGRICULTURAL AND NATURAE, RESOURCES" use category-, (b) The "Kennels, hobby" use listed under the "ANIMALS AND RELATED USES" use category; (c) The "Group Homes F and "Group Homes II for 7 or more" uses listed under the "OTHER RESIDENTIAL, LODGING AND HOME OCCUPATIONS" use category; (d) The "Othex cher education institution" use listed under the "SCHOOLS" use category; (e) The "Adult retail use", "Big -box retail", "Horticultural nurseries", "Retail sales, outdoor", "Vehicle sales, large" and "Vehicle sales, small" uses listed under the "RETAM" uses category; (f) The "Adult entertainment business", "card rooms", "Dance curbs", "Dance halls", "Not for profit gambling,', "Sports arena, indoor", "Sports arena, outdoor" and "Recreation facilities, outdoor" uses fisted under the "ENTERTAI1 NIENI' AND RECREATION" use category; (g) The "Hotel", "Motel", "Off-site services", `Convalescent centers" and "Medical institutions" uses listed under the "SERVICES" use category; (h) : `Body shops", "Express transportation services , "Parking garage, structured;_ commercial or public", "Parking surface, commercial or public", "Park and ride, dedicated" and "Transit centers" uses -Listed ' under the "VEHICLE RELATED ACTTVZ'1,'I:ES" uses category; DEVELOPMENT AGREEMENT—Page 3 20070307000134.006 (i) "Outdoor storage" and "Self-service storage" uses listed under the "STORAGE" uses category; and 0) All uses listed under the "1NDUSTRIAV' uses category. 2. The following particular uses ordinarily allowed in the CA zone as set forth in Renton Municipal Code Title IV Section 4-2-070K shall be allowed on the Property but with the following corresponding special restrictions.- (a) estrictions: (a) "Drive-in/drive-through, retail" uses provided that (i) Not more than four (4) such uses shall be allowed on the Property (and, if a gas station and/or a car wash is looted on the Property, the gas station shall be counted as one of the four uses and the car wash shall be counted as one of the four uses); and (ii) Not more than two (2) free-standing drive-in/drive-through fast-food restaurant buildings shall bo permitted on the Property (each such building to constitute one of the four uses in the limitation set forth under subsection (i), above) and all such fast-food restaurant buildings shall have customer seating; (b) "Vehicic notal, small" use listod under the °`SERVICES" use category provided that; (i) The use is included as part of a commercial development; (ii) A maximum of 10 parking stalls assigned and marked for rental vehicles shall be allowed on the premises; and (iii) The assigned and marked pazlcirig:s.Wls shall be considered to be part of the number of total paddng stalls otherwise permitted under applicable parking provisions of the Renton Municipal Cods (i.e., -the, parking stalls assigned and market for rental vehicles shall not be allowed in addition to the total number of stalls otherwise permitted); (c) "Car washes" use listed under the "V'EIRCLE RELATED ACTTVIT ES" use category pmcnded °tl of )hours of operation shall be Limited to 7:00 am to 9:00 pm :and (2) no self-service washes shall be allowed on the premises; and DEVELoplvyMNT AGREEMENT --Page 4 200703070001 U.006 (d) "Vehicle r -p& and service, small" use listed under the "VEHICLE RELATED ACTIVrMS" use category provided that (i) all repair and service be conducted within a building, (ii) the building has a design comparable in quality to that of a Jiffy Lubec or Oil Can Henry'so service building. 3. The design standards set forth on Exhibit..B, attached, shall apply to con=ercW development on the Property. B. Comprehensive Placa Map Designation: The patties agree that, subject to the Site - Specific Land Use Llai udens listed in Subsection A above, the Property shall have a Corridor Commercial (CC) Comprehensive Plan Land Use Map designation. C. Zoning: The parties further agree that, subject to the Site -Specific Land Use Limitations listed in Subsection A above, the Property shall have an Arterial Commercial (CA) Zoning classification. SECTION 4. TRAI{'FIC 1VIITIGATION EEE CREDIT The Owner has submitted to the Renton Development Services Division documentation for the Division's review and consideration of the following facts: (1) Around 2003 (while the Property and two abutting parcels to the south that were also part of the original "Aqua Barn" site were still located in unincorporated King County), a total of $337,066 in private fiords (the "Overall Aqua Bam Site's Intersection Contribution") was contributed to the construction of intersection improvements (including a traffic signal and tum lanes among other improvements) at the SR 1.69115Vd Avenue SE intersection (an intersection that lies at the Property's northwest corner) on account of the entire then -proposed "Aqua Baan Mixed -Use Development", a development proposal that entailed both (a) retail development of the Property (which has not been developed yet) and (b) residential development of the two residential parcels to the south (Assessor's Parcel Numbers 232305-9185 and 232305-9209, both of which have subsequently been developed); and (2) According to that certain "Aqua Barn Mixed -Use Development, Supplementary Traffic impact Analysis" prepared by The Transpo Group dated April 4, 2004, an estimated 75 percent share of total tratTic trips expected to be generated from the entire site of the Aqua. Barn Mixed -Use Development at the critical PM peak -hour left -tum ng movement at the northbound to westbound left turn lane of that intersection were expected to be attributable to furore development of the Property (the "Property's 15 Percent of Peak Hour Trips Share") while the other 25 percent of such DEVELOPNMW AGREEMENT --Page 5 20070307000[34.007 trips was expected to be attributable to the residential development of the two residential parcels to the south of the Property. Ile Owner has (a) contended that, in view of the Property's 75 Percent of Peale Hour Trips Share, it is appropriate to attribute 75 percent of the Overall Aqua Barn Site's Intersection Contribution (i.e., 75 percent of the total $337,066 = $252,794.50) to the Property and (b) requested that such amount be credited against City of Renton traffic mitigation fees that will become due upon development of the Property. The Developmem Services Division has reviewed that documentation and the Owner's corleatiott and request. Based upon the documentation provided by the Owner regarding (i) the funds spent on the intersection improvements and (ii) the previous traffic. impact analysis, the Development Services Division has agreed with the documentation, the Owner's contention and the Owner's request and has recommended to the City Council that credit for a 75% share of the. $33'7,066 fitnds expended be granted up to but not to exceed $252,799.50 againsrt City of Renton traffic mitigation fees due upon development of the Property until the credit has been frilly expended. Rased upon the Development Services Division's recommendation, the City hereby acknowledges and agrees that a sum equal to $252,799.54 shall be credited against City of Renton traffic mitigation fees due upon development of the Property until the credit has been fully expended. This Section 4 shall survive the termination of this Agreement. SECTION 5. > . It CT OF DE'VELOPNMW AGREEMENT Unless amended or terminated, this Agreeznexat sW be enforceable during its term by the City and the Owner and the Owner"s successor or assigns in interest with respect to the Property-, provided, however, only the City may enforce the Site -Specific Land Use Limitations. Development of the Property shall not be subject to a new zoning ordinance or an amendment to a zoning ordinance or to a development regulation or standard adopted by the City after the effective date of this Agreement unless (a) otherwise provided in this Agreement or (b) agreed to by the owner(s) of any of the portion(s) of the Property to which such new zoning ordinance or an amendment to a zoning ordinance or development regulation or standard shall apply or (c) in the case of a new or amended development regulation the regulation is one that the City was required tea adopt or amend because of requirements of state or federal law. Any development permit or approval issued by the City for the Property during this Development Agreement's term must be consistent with this Agreement SEMON 6, AUTHORITY RESERVED Pursuant to RCW 36.70B.170(4), the City reserves its authority to impose new or different regulations to the extent required by a serious threat to public health and safety. SES 7. RECORDING Pursuant to RCW 36.7013;190, this Agreement shall be recorded with the real, property DEVELOPMENT AGREE NT—Page 6 20070307000134.008 records of King County. During the term of the Agreement, the Agreement is binding on the parties and their successors. SECTION Sr. TERM This Agreement shall run with the Property from the date on which this Agreement has been executed by both parties until amended or rescinded by the City Council in accordance with Section 9, below. With respect to any portion(s) of the Property that are not developed, the parties to this Agreement agree to evaluate the Agreement periodically, but not less than every ten (10) years. Where appropriate, periodic review of the Agreement shall generally coincide with the City's evaluation of its entire Comprehensive Plan- SECTION lan SECTION 9. AMENDMENT The provisions of this Agreement, before the expiration of ten (10) years from the date of execution of this Agreement by all of the parties hereto, may only be amended with the mutual written consent of the parties; provided, however, that the owner(s) of portion(s) of the Property shall be entitled to amend this Agreement from tte-to-time (with the consent of the City) as it relates to their particular portion(s) of the Property. After ten (10) years, the City may change the zoning and development regulations pertinent to the Property as part of its normal process of a.ltezation to its Comprehensive Platt, Zoning and Development Regulations. SE=J N 1DEVELOPMENT OF THE PROPERTY PRIOR TO ANNEXATION This Agreement shall not limit proposed development of the Property crested by application(s) for development approval(s) or permits(s) filed with unincorporated King County prior to the effective date of the City's annexation of the Property. CM OF RENTON By: Kathy Keolker, Mayor Attest: Bonnie Walton, City Cleric Approved as to Foul.: Lawrence J. Warren, City Attorney DEVELOPMENT AGREEMENT -Page 7 STATE OF WASH NGTON ) )3S. COUNTY OF KING ) F{11WIMIU014111 V!, K114Y AQUA BARN RANCH, INC., a Washington corporation B (/"� C' L. Carr, President I C=dfy that on the f day of 200KATHY KEOLKER appeared before me and acknowledged that she signed the 'uktnznent, on oath stated that she was aufhorizcd to wwcirtc the instramant and acknowledged it as the Mayor of the City of Renton, the Wasbugton municipal corporation that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntmy act and deed of said City for the uses and purposes therein mentioned, and stated that the seal affixed, if any, is the corporate seal of said City. Dated: I e le -7 5v Name ) r �1 N2M Public Tine 7,1- 00,01 My Appointment Expires STATE OF WASU NGTON ) } ss, COUNTY OF I certify that I know, or have satisfactory evidence d= JANETTE L. CARR is the person who appeared before me a� d acknowledged drat she signed the instrument, on oath stated that she was authorized to execute the insrsurnem and acknowledged it as president of AQUA DEVELOPMENT AGREEMENT --Page 8 200703070DO134.010 BARN RANCH, INC., a Washington corporation, to be the free and voluntary act of such corporation for the uses and purposes mentioned in the instrument Tit] My Expires DEVELOPMENT AGREEMENT --Page's CACF=0W090XvAgrmtV)ev-AgmtFF (©!.H 12-1-06).doc 20070307000134.011 EXHIBIT A 20070307000134.012 EXH)rSIT B AQUA BARN SITE CA ZONE DEVELOPMENT AGREEM NT DESIGN STANDARDS FOR COhEVIERC[AL DEVELOPMENT IF• . The intent of the followitg design standards is to set forth the desired character of future commercial development on the two visually prominent abutting parcels of land totaling approximate three (3) acres and fronting SR 169 on a portion of the former Aqua Barn site. The intent is that any commercial development on either of these two parcels be of a quality that will fit in with its residential and nearby rugal surroundings rather than being garish or "Disney like" in its setting near the urban/rural Urban Growth Boundary. The intent, also, is that both parcels, if developed independently of each other, share common thematic elements such as building forms, materials, signage, and landscaping to the extent reasonably practical in view of the ultimate uses on the parcels. Unless othmrwise specified herein, all other relevant code requirements set forth. in Title W shall be met. Standards: 1. Site Master Plan: A site plan for either or both of the two parcels at the time of development shall include information on building type, location, phasing (if any), etc. a. Buildings: All proposed buildings shall be identified as to type, size, use, and location. b. Parkins: All proposed parking areas shall be i&ntif ed as to location, number of stalls, location of drive aisles, points of ingress and egress, lighting, proposed landscaping and pedestrian walkways related to them. c. 0= Sia : Common open spaces (if any) and their locations shall be identified, including open spaces such as larger landscape areas, storm retention ponds, etc. I Pedestrian Features: Proposed pedestrian walkways shall comply with RMC 4 3-W .l.e and shall be identified as to location, materials, and what they are connecting of linked tb. 2. Common Thematic Elements: Building elements such as those identified below are to be used ttnougho+rt each of the two parcels to create a unifying architectural statement for the development !of each parcel and both parcels when seen from the Renton — Maple Valley Highway (SR 169). 20070307000134.09 3 a. Materials: Drawings submitted for review and approval$ shall identify exterior materials such as masonry or concrete block that will be used on the fagades of all buildings, b. Fenestration: Drawings submitted for review and approval shall identify location of openings and types of glazing proposed, including color of glass and frames; C. Roofing: Drawings submitted for review and approval shall identify roofing style (flat, gabled, pitched, mansard, etc.), material, pitch, and color, and ensure that these are consistent throughout the development of each parcel; d. dd dcli io_1W Architectural Elexnerats: Drawings submitted for review and approval shall include type and location of awnings (If any), their proposed materials and color, and all exterior lighting should be shown on all relevant elevations and perspectives. Glass and metal awnings (or awnings of other permanent materials) or overhanging eves shall be provided on all facades visible from public streets. e. Other Architectural Ernbellislaments {if any); Drawings submitted for review and approval shall include decorative roof treatments, decorative Iighting, decorative paneling, etc., which are encouraged and, if proposed, shall be shown in all relevant building elevations and perspectives. f. Si a : Drawings submitted for review and approval shall identify all proposed exterior signage including fagsde signs. Any allowed freestanding 'signs shall be ground -oriented monument type signs. Pole and roof top-rnouuted signs shall be prohibiter. 3. Landscar' Along Stree-Frontages; Landscaping along abutting sleet f Outages shall comply with the following; provisions [provisions that are derived from the portion of the table in RMC 4-3-040D (Development Standards for. Uses Located within the Renton Automall Areas A and B) concerning "Landscaping — Street Frontage Landscaping Requirements" for "All Uses in Area A, Dealerslaips and Related Uses in Area 13"J: a. 15 -Foot Wide Landme Strip Recuired: A 15 -foot wide Iandscape strip shall be required along all street frontages. This is, in lieu of requirements in Chapter 4-2 RMC. Unimpieved portions of abutting street right -of way can be used in a Once "Id]mwings subxnitmd for review and approval°' have been approved by the Renton Development Services Division, unless the approval is appealed and the approval decision is modified, any developments) actually constructed shall he Consistent with the approved drawings unless drawing revisions consistent with, this Exhibit B have been previewed and approved by the Development Services Divisions. Notwithstanding RMC 4-9-200D.2.a.ii, no building fade modifcations (such as the location of mtranceslexits, changes in materials, fenestration, roofing, additional architectural elements or signage or aestlustic aheratiions).that relate to the subject matter of this Exhibit 131 shall be made without the approval of the Development Services Division. ►4 20070307000134.014 combination with abutting private property to meet the required IMoot landscape strip width. b. Street Tree Re uirements: Unless the existing trees within the 15400t wide landscape strip are retained, the landscaping provided in. the 15 -foot wide landscape strip shall include a minimum 30 -inch high berm and 2'/z inch caliper red maples (Acer robrum) planted 25 feet on center. 4. dscane Materials: Common landscape elements shall be used throughout each of the two parcels to create unifying statement for lite development of each parcel. a. Plant Materials: Drawings submitted for review and approval shall identify all proposed living plant materials of a permanent nature including species and size at time of planting. b. Paving Materials: Drawings submitted for review and approval shall identify all paving materials including driveways, parking areas, and pathways. In regard to buildings greater than 5,400 square feet in size, a minimum 8 -foot wide coacmte sidewalk with decorative banding shall be provided along the building side(s) abutting parking areas, Such sidewalks shall be raised from the grade of the abutting parldng areas a minimunn of four inches except for ramps for handicapped access and rolling of shopping carts. c. Exterior Lighting: Drawings submitted for review and approval shall identify all proposed exterior lighting, including parkin] lot lighting, and. decorative lighting along pedestrian corridors. d. Fencing: A double-faced and stained 5 -foot high wood fence shall be installed along any unfenced boundaries of the site that abut residcn ial-zoned property. In order to improve pedestrian access to and from abutting residential properties, openings in the fence shall be provided (not more than one along the south boundary of each of Sots 3 and 4 of King County Short Plat Number L99S3019 and not more than one. along the east boundary of sand Lot 4). 5. Surface Water Detention. Ponds: Surface water 'detention ponds (if any) shall be screened and landscaped with sight -obscuring evergreen plant.mwzrials. Where pond fencing is require4, •it shall be decorative in appearance and use permanent materials such as metal or decorative concrete block. Landscaping sh;Dwd .buffer the exterior of an such fencing or walls. 3 a a c u [L ('g�- L b k L9 k L" i I I ui 6'j - C kii LE W, 7 PJD-�� BUILCING AND LAND DEVELOPMENT DIVISION 450 !SING COUNTY ADMINISTRATION BUILDING. SEATTLE, WASH. 96104 TELL 344-7080 xotAqua 0a n`Adncnh,rA4lnc, 15Ad 227rpiaple Valley, ilrYy, r Rentyn,WA 98058 phohe 255-4618 Las 0 Owner 'a Pam Addrra0 City Aqua Barn Rauch, Inc. 15221 Maple Valley Hwy, =Sp Renton, WA 98058 Anwnr 255-40A Lot C Owner "e Name Address City ZIP Phoha La t A l.ot I! Lot C Tau Lai i sorrea Of F.rtt4l rewoga Dixpom" I aartily shot iturnIrhe0 byimlN1r in truf rqd car* raoy knoull'aget t A 6i c r Lar a Siq v `» Slot C Sssactura 19 Cedar River Nat r 8 Sewer District 22 Cedar River Wat r 5 Sewer District IE1agE IA.Saa 963 ry��113 gg R5 Conpirta Kroll Vq Laltiiop Boated Yil■ Lot C � ...._. .._. oEPWIENT OF ASSESS FILED for Record at ROgMt Oftxwmlaw�narpxo+na�h �- cxA / '. 1�rrrRcr DeD1i� Add�eSs.�'...,_.__�____.I � �' , • .. Il('�rs /i�-//c virtu i*�� tJvPa G'1/2 C1.: 0 p _» F-271 r 'egnl Desoriptionr Lot A r7 That portion of Gov Lot 6 lying Southerly of SA 169 and less that portion deeded for 152nd Me, S.E, (Tax Lot 19) RECEIVED NOV.3 0 4989 � t•Llnnnll.Ii 1 r. nl rl`r, � The 5E 1/4 of the SN 1/4 of Section 23. Township 23 North. Range 5 E.bF#I (Tax Lot 22) =� - r. � 7 Y ^' N a LA 4- 90.•03f'1 41104 R r RhCFEE.OD RECD F 6. GO . - REV S 26.00 CASH5L ***34, On Lot C � ...._. .._. oEPWIENT OF ASSESS FILED for Record at ROgMt Oftxwmlaw�narpxo+na�h �- cxA / '. 1�rrrRcr DeD1i� Add�eSs.�'...,_.__�____.I � �' , • .. Il('�rs /i�-//c virtu i*�� tJvPa G'1/2 C1.: 0 p _» F-271 r (I. Lot Tine Adjustment-.-. SCALE ; v lI 1" a 300' CENTER OF SEC71ON 23 '•s 1 0 1 RITURE SITE OF I AQUA BARN MO91LE 1 70 HOME PARK 202 -65R SCALE ,'».__: L� 1 , $ RL11MC U '' J 499,31' N 1' 46' 11" E- 198.,34' - 158.34' S 88' 37' 09' E 2 368.48 S 77' 50' 00' E - Ln FUTURE SE 155th ST. O PRIVATE 152nd AVE. PUBLIC EMS -UNG SEINER & WATER SOUTK LINE G.L. a � - 1)TF AX LOT 185 CREATED AFTER VESTING 'ITE do 7HEREFORE IT IS NOT A ZOPER LOT. EXTINCUISHING I.AT LINES ,TESN'T• CREATE PROBLEMS AS ALL %ND IS UNDER COMMON OWNERSHIP. EXISTING SEWER & WATER 407E s BEARiNGS & DISTANCES OF SU8DIVISON FROM SURVEY QFrrnRnFn nm tin AR AI •„ SW 1/4 OF SW 1/4 F �+ No fs- s7o r ! MApZF7.- � SV22'S1"W� k BEFORE `t, 'R SEWER - B AFTFR 172.00' S 135' 07' 58' W� ,-91.07' S 1' 22' 51` W -171.7Z S 8$' 37' 09` E S 1A CORNER OF 3-+23-5 � •-13US.67' S. 87- 46' 52' I; - n Approval is hereby granted mor Disapproved because: c • t Planne te' r .� NOTE: Approval of this adjustment does not assure thu property ow r thi the subject property itself has satisfied the State and Co y Sul division requirements IRCV1 58.17 and King County'Title 19?. pleat be advised that building'permita will riot be issued to lots thich have not complied with the requirements of said statute and ode. I s at �7_ R 1a.ov X198.61' S 1' 22' 51" w as 1 BEFORE L s 34.83 EY_ B BEFORE 114.$0' S V 22' 13ARN 51` W 30.43' S 88' 37' 09" E B BEFORE J A AFTER i N W �. Q tq N 1 Or i+P _ M N SE 1/4 OF SW 9 a CR . 8 1/4 N f7 , � •647.66 S 87' 46' 52' E' S 1A CORNER OF 3-+23-5 � •-13US.67' S. 87- 46' 52' I; - n Approval is hereby granted mor Disapproved because: c • t Planne te' r .� NOTE: Approval of this adjustment does not assure thu property ow r thi the subject property itself has satisfied the State and Co y Sul division requirements IRCV1 58.17 and King County'Title 19?. pleat be advised that building'permita will riot be issued to lots thich have not complied with the requirements of said statute and ode. I s at .. r-'1 r. 'M WARRANTY DRED State Route 169, Cedar Grove Park -Vicinity to Maplewood Golf Course Vicinity The Grantor, AQUA BARN RANCH, INC., a Washington corporation, for and in consideration of TEN AND N01100 ($10.00) DOLLARS, w A other valuable consideration, hereby convoys and warra.nta to the State of WAShington, the following described seal estate situated in Mug County, in the State of Wasldngton, to the same extent and p,4gx a as if the rights herein granted hast been acquired ut*r Eminent Domain statutes of the State of Washington: See Exhibit A attached hereto and made a part herrrof r� It is understood and agreed that delivery of this decd in hereby tendered and that the terms and obiigadons hereof shall aot becomo binding upon the State of Washington unlass and until accepted and approved hereon in wrI ing for the State of Washington. Deparbncnt of Tmasportation, by the Director of Real Estate Servioes, Dated �s r t fa 19 q Accepted and Approved -. 7 STATE OF WASMNGTON Department of Transportation By: Oaa 4,--?" �/ , , 40ACH M FESTINGSR,8R/WA Director, Real Estatc Services Date: ? A 3 /is AQUA BARN RANCH, INC. BY: TITLE• FA No. F-169 () Parcel No. 1.13941 Pugs I of 4 pages -tatot6 w•al jae too 51,03, � %aj Na w'su'to a6�i --n WARRANTY DEED STATE OF WASHINGTON ) County of King } On this 16th day of December , 1992. before me personally appeared Jack W. Rt la to me known to ba tho PreSident aWxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxo f the corporation that ex=Ud the foregoing instrument, and n4nowtedged said instrument to be the f= and voluntary t . act and deed of said corporation, for the uses and purposes therein m=11oned, and on oath stated that he authorized to execute said instrun=t and that the scat aMxcd is the corporate seal of saki corporation. GIVEN under my hand and official seal the day and year last above written. Notary 1?u l;a for the State of Wowngton, �,ti,rrrrrrrrrry Redding at Woodinville s;1 TH044 r4, N, A, My Appointment expires BI4 5194 M y r -j3 ti +le Id' r• _.A _v FA No, 1-169 (1) Parcel No, 1-13931 Page 2 of Q pages r „ -.• 'arr.�.wiwrr s. ti - 0 WARRANTY DEED EXHMrr RA' All that portion of the hereinafter described PARCEL 'A* lying northerly and westerly of a line beginning at a point opposite Highway Engineer's Station (htsreimfter referred to as HES) 348-00 on the SR'169 survey line of SR 169, Cedar Grove Park Vicinity to Maplewood Golf Course Vicinity, and 120 feet southerly therefrom, when measured at right angles to said survey line; thence westerly parallel with said survey line to a point opposite RES 368+02 thereon; thence southerly to a point opposite NES 368+30.40 on said gurvoy litre and 130.49 feet southerly therefrom; thence southerly to a point opposite HES 367;-97.93 on said survey lime and 155.51 feet southerly themfrom; thence westerly parallel with acid survey line to it point opposite HES 369+65.07 thereon and the end of this line description. CD PARCEL'A' That portion of Government Lot 6 in Section 23, Township 23 North, Range 5 But, W.M., in King County, Washington, beginning at the intwsection of the west line and the south lino of said Governnrnt Lot 6; thence easterly along the southerly line of said Government Lot 6 to the ccntarline of said Section 23; thence northerly along said centerline to the southerly line of County Road which runs westerly along the southerly line of tho right of way of Columbia and Pugot Sound Railway; thence westerly along the southerly line of said County Road to the West line of government Lot 6; thence southerly to the point of beginning; EXCEPT the west 655 feet of the south 303 fact thereof; arid, EXCEPT that portion conveyed to James F.K. Young by Warranty Aerd dated July 23, 1991, under Recording No. 9108011327. Page 3 of 4 pages FA -No. F-169 () Parcel No, 1-13841 !Z -Al --;n /1 ' M � WARRANTY DEED EXHIli3ff A* (continued) The lands hamin described contain an area of 19 squam feet, more or less, the specific drtails concerning all of which arc to be found in that certain may of definite location now of r=rd and on file in the o;ikica of the Secretary of Transportation at Olympia, and bmdng date of approval January 21, 1986, mvlsed July 2, 1992. tri d c� REVIEWED, Date: FA No. 1~- 169 () Parsed No. 113841 Page 4 of 4 pages W Filed For Record At the equest QI _. 202-85_R rrg CaIJ& Reit) Properly D1V151r A _ �T+ 61 QUIT,CL IM DEED RM 377 1454 J Eru.r ...,..... htrtrn..........�4R1,'A..BA1tC{,-RAN�fI�;..IG.,..,�t...lJas.h.?.i3P4???F crarnol'c�t4on ........... fru dt, rrin�r,h.r.••....•.......................... ............................................... ...,., ,...... .......... ........ .. .IINJ Oki, u( �„ .rt•rnrt• �,,..tbJ:..�.or.Rara�zJ}R......i,l rc.rrern of J„ mill}[ uuE .tn,J c4611t1t .hlrlg ,r Inrhh, �r. nr d [r,r,raglrCOpl}Rr� �4n� - �� rJxrry ,Eurl whuli i, hsquiu,If er IJf'wCIEJiL'li. r rfuit-rJ,+inl.K, t„ E .urd hE i rnmrE ul kl G _ l! .................... ........... MIr: 'if Mrr+IdII r NlrLha ftrn,ar,,,y., pulrin E,nnl,ur,1 IIrFII4.g1 411 Rkra'rt".t„rr, rht• rnlluxirlyt Ik-S"illp” r"' "M-ttr,El I, hl.1t1 : .ul} .,rirr I,.41111r[,J tart, ^s ;;Fr.,?a ',1 r(Fntti't1�g�l:;M�lyC�;l��ta3ii�a7EF:'xiies:,§�srfr�i..td:�iie�.�ii'�iH'Eat���.Y ��tsr-=�.t, �-'•',,,:,:�••;:,r,o The Northerly 20 ft, of the Northerly line which is Coincident the Southerly margin of Primary State highway #5 as originally xith established of that 23 North, Range portion of Government Lot 6, Section 23, Township 5 2H14 in King County, Washington lying Southerly Of Primary State Highway #5 (Renton—Maple Valley Road) as originally established, (Containingx an arca n, G-61 ,tCrErs, mor„ or c1nd its This conveyance iu sut,jecl to the rir;lrr ; of thr. J;rantar adloirtinn�oreabutti s3ovs Ora cion. and the awnerr nI' ally Propcvties dram storm or aut•f ^Qurdt the 1.ro11crly hr.rc11 cunuf-Yud to conveynd and it neconnaryttr s�ul'yn the f+rorart, hereby conveyed �' nr�_r upon r. h,. prop{:rty Jlereri Y to pr'ovent, ,abato or, drain any f-luotliop, or accurnulatiart of such storm or, cur�raeu kaLerr, "Pun t1Er 10adprnperty of ccu, a ar arty such arljninlnR or .:[hart irq?. Jiro}� rtie::, anc! tc3 maintZin anY drainage Cour.L,eo thereon. This deed in executer) r,nd ,IcceptOd in futfillmf_nt. nF I' `CPFective Cotldirivn 110. J in R+'l%vt xi18 County Department of Fl tnnirt? t t'ommuni ty Itevr lnpm,-nL , Buildin F. the Z i land Uevcjopmunt ni,vislon, I'relimin.�ry Rr ronrC to ! Aqua oa n., F. Sul,divi:>ion Examiner. da too Scptemhnr 11, IJRf, PMPaeedn0rdi atne,inc. , Appl. ican t r Ho, 06-702 tIe Count RJl;�..gg-f2t 788A passed bt�c�,mLer 19E3r,; Y.irit; County [7Wnance No, JNG COUNry f.XC NO TAX APR 14 �sgg f�tx'Jtir4rxx�illx�ktstxa�dJptivtxw►Ircxxltxa�xx,tyoxxJxEl�atctfaxxRt+�ocarociCx]ilwtwMax»}�txi�pt ,, Jt9F�tltatzx4v5rop�JlcJ[=bx>i�o�igkpts,&rBaxxa�txavxkosza�t,txa6tJrsrEtxAda�xicritlrxsxxttd n�rxJp+rxaw�tatx �°x�>�#JsnxaxxJr�xoaJrstJ�ai�idpkxxx�[Rocxovxr�cfx�uJasrkkrtttlbtte xoc��l�xax�,exlC AR4pGx61kiGrl>aJri[�rt(�pj�x0(EJx�k4PxkKi(¢gait}!x ltkkMr<PO>&11 xgrG r �axX�lfxodhoaJtJ�txxxx situatod in the Cwrnty of. ... -........ KIN& Acted thJx.............t+Sltlssgtgn, _ day of,.,. ilarch �tAQUA WN RAHCtl, INC. L,.ke. ,,:.!..,... 4 -� _lack N, RilaaY PMesident e Ir STATS OP WASHINGTON CO r os.......4.Ei �....,........... a.. co On � ) 7 jam, i tno ..» .. f « .. dsT ot. � heforo me, A Notary Aebiio to �i and tar tbo State 41r_ �� g1lon, at, �70mmi af-Od and acrmht. Petwaaa>iy oema._.. .� , .. iTi+�it� f 14x. 1. [ �, {r. _ ........ _ .....to me lrnown to be tha #ad3vidde7.. dowribed in abd.....C�.,._,eseeuted the within instrument and enimowledgad to me and sealed tie suaa na .� .��,j._� „ ..fie and voluntary sat sad deed for the thomw � use and Pwpaeo tmpnlionedr '"n¢ea ray hand And OMeial esel tho day and pear brat above tivritien, Nofgry Peblic in and t state of W ginn, reei[tia i or the aehin gat.. ' ,v�A.`r.. .i r Y���'nr�lJ.fr�l t it r I � o I I € F 1� b 3 2:10 ! I E �f fFAa i i i r � Q cl ca J f TRAFFIC IMPACT ANALYSIS For CEDAR RIVER STATION August 23, 2012 Prepared by: Cary A. Norris, PE, PTOE DN Traffic Consultants PO Box 547 Preston, WA 98050 (425)765-5721 Client: Eagle Creek Land Development LLC 15215 5E 272nd street, Suite 201 Kent, Washington 99042-4215 (206)730-9145 City of Renton Planning Division DEC - 3 2012 Traf fiat Impact Analysts TABLE OF CONTENTS Cedar River Station INTRODUCTION............................................................................................................................................................................................. 1 ProposedDevelopment................................................................................................................................ 1 Surrounding Land Uses.................................................................................................. TransportationSystem.................................................................................................................................. 4 Roadways-----------------------------------------------------------....-•----------•--•--•-----•......................................................... 4 Transit............................................................... Non -Motorized Facilities------------------------------------•-••-------------------••--•-••---...-............................................... 5 ProposedImprovements................................................................................................... .................. ------ . 5 TrafficVolumes........................................................................................................................................... 5 ExistingPM Peak Hour Volumes..... ........ ............................................................................................... 6 HistoricalTraffic Growth.....................................................................................................•-•---.......... . 6 PipelineProjects --------------------------------- ............. ............. .................. ..................................................... ..... 6 Site Generated Traffic Volumes............................................................................................................... 6 CONDITION ANALYSIS-----------------------------------------------------------•-------..------.................................................... 9 Levelof Service------------------------------------------------------------------------------------------------------------•-•-•-•........................ 9 Definition........................................................................................--•---•-- 9 CrashHistory ------------------------------- .................................................................. OtherIssues...............................•---------------------------------------------------------------•------.-.....-.................................. 14 FINDINGS......................................................................................................................... --- ------------------------ 14 RECOMMENDATIONS AND PROPOSED MITIGATION........................................................................ 15 DN Trak Consultants q iTraffic Impact Analysis Cedar River Station L� INTRODUCTION The following report was prepared to address the traffic impact analysis (TIA) requirements of the City of Renton for the proposed Cedar River Station development. Cedar River Station is located on the south east corner of the 152nd Avenue SE/Maple Valley Highway (SR 169) intersection within the city of Renton. The site is adjacent to the New Life Church and Renton Christian School and was part of the Aqua Barn > annexation. A vicinity map is presented in Figure 1. Proposed Development Cedar River Station is a 52,097 gross square foot (gsf) retail development comprised of the following uses: 9 Building A — 7,438 gsf i • Building B — 7,800 gsf * Building C — 6,780 gsf • Fueling Station — 30,079 gsf or 12 fueling stations The site, without the fueling station, contains 2.33 acres (101,378.23 gsf) and is zoned CA (Commercial Arterial) with an Urban Center - North (District C) Overlay. This zoning allows a mix of eating and drinking establishments, retail, and office uses. The current proposal will create a total lot coverage of 21.7 percent which is substantially less than the 65 percent coverage allowed under the CA zoning. The site will provide 105 parking stalls which are significantly more than the 56 stalls required under the CA zoning yet less than the 111 stalls allowed under the maximum. With the fueling station, the site area is increased to 3.02 acres (131,450.34 gsf). Access to the site will be provided at two locations. A full access will be provided to 152nd Avenue SE on the south west corner of the property, approximately 250 south of . SR 169; and a full access to SR 169 (Renton -Maple Valley Highway) on the north east corner of the property approximately 542 lineal feet east of 152" `t Avenue SE. i Cedar River Station is expected to be fully occupied by 2014, which for the purposes of this analysis is assumed to be the horizon year. A preliminary site plan is presented in Figure 2. i Surrounding Land Uses Previous owners of the site operated a recreational and camping facility known as the . Aqua Barn. The Aqua Barn operation has been terminated and the property sold to i various development interests including the New Life Church/Renton Christian School. Other land uses in the vicinity include Emerald Crest Mobile Home Park; Valley Spring r Apartments; and River Valley Mobile Home Park. DN Trak Consultants Page 1 DN TRAFFIC I VICINITY MAP I CEDAR RIVER CONSULTANTS I FIGURE 1 1 STATION .EY B I RETAIL A 7 6 1. RETAIL HTA D �.� s FUTURE I S ATIxN s I ; DN TRAFFIC CONSULTANTS SITE PLAN FIGURE 2 CEDAR RIVER STATION Traffic Impact Analysis Cedar River Station Transportation System The transportation system is served by two roadways, Metro Transit, and a multi-purpose recreational trail. Roadways Roadways serving the site include SR 169 (aka Renton -Maple Valley Highway) and 152nd Avenue SE. SR 169 (Renton -Maple Valley Highway) is a state highway which is classified as an Urban Principal Arterial. SR 169 generally runs east — west from SR 900 in downtown Renton to Maple Valley and then north — south to SR 164 in downtown Enumclaw. In the vicinity of the site, SR 169 is five lanes wide with two through lanes in each direction and a center two-way left turn lane which becomes a dedicated left turn pocket at the major intersections of 1401h Way SE, 149th Avenue SE, 152"d Avenue SE, and 161st Avenue SE. The cross-section also includes dedicated right turn lanes at 140th Way SE, 145`h Avenue SE, 149th Avenue SE, 152nd Avenue SE and at 161st Avenue SE. There is a six to eight foot shoulder on both the north and south sides which are widened to provide a transit pull-out for the eastbound and westbound direction at the 149th Avenue SE, 152°d Avenue SE, and 161" Avenue SE intersections. SR 1.69, adjacent to the site, is classified as an Access Management Class 3 highway which, under WSDOT Access Management guidelines, allows a single access from an adjacent property under a single ownership unless it can be shown that the additional access would not adversely affect operation of the state highway. In addition, the required minimum spacing between adjacent access points is 330 feet. Traffic control on SR 169 includes signals at 1401h Way SE, 149th Avenue SE, and 152"d Avenue SE. At all other locations, stop signs are posted on the intersecting side street. The posted speed limit is 50 mph. 152nd Avenue SE, adjacent to the site, is a three lane local access street which provides access to the properties on the south side of SR 169, including the New Life Church, Renton Christian Academy, and the various apartment and mobile home residences in the area. At the intersection with SR 169, the center two-way left turn lane becomes a dedicated north bound left turn lane. On the north side of SR 169, 152nd Avenue SE continues to the north as 154th Place SE intersecting with .tones Road and continuing to the north until it becomes SE 142"d Place west of 156`h Avenue SE. Traffic control along the corridor includes the signal at 152nd Avenue/154t4 Place SE, an all -way stop at 156th Avenue SE, and stop signs on the intersecting side streets. The posted speed limit south of SR 169 is 25 mph and 35 mph north of SR 169. Transit King County Metro provides transit service in the vicinity of the site. Current transit routes serving the area include Route 143 and Route 907. Route 143 provides weekday peak hour service between Seattle and Enumclaw. Route 907 provides weekday off peak service between Renton and Enumclaw. DN Trak Consultants Page 4 Traffic Impact Analysis Cedar River Station Route 143 — Seattle to Enumclaw begins in Seattle at the Seventh Avenue/Bell Street intersection at 4:01 PM and arrives in Enumclaw at Third/Baker at 5:32 PM. Service from Seattle is provided until 5:30 PM on 20 to 30 minute headways. Route 143 — Enumclaw to Seattle begins at Third/Baker in Enumclaw at 5:30 AM and arrives at Second/Jackson in Seattle at 6:48 AM. Service from Enumclaw is provided until 6:52 AM on 20 to 30 minute headways. Route 907 — Renton to Enumclaw begins at Second Street/Burnett Avenue in Renton at 6:26 AM and arrives in Enumclaw at Semanski Street/McDougall Avenue in Enumclaw at 7:20 AM. Service from Renton continues until 3:24 PM on 90 minute headways. Route 907 - Enumclaw to Renton begins in Enumclaw at Semanksi Street/McDougall Avenue at 7:31 AM arriving at Second Street/Burnett Avenue in Renton at 8:31 AM. Service from Enumclaw continues until 4:33 PM on 90 minute headways. There is no weekend service to the proposed Cedar River Station site. The nearest bus stop(s) to the site are located on the northwest corner of the SR 169/152nd Avenue SE intersection for westbound service and southeast corner for eastbound service. Non -Motorized Facilities Non -motorized facilities, in the vicinity of the site, include sidewalks on all Iegs of the SR 1691152nd Avenue SE intersection. Outside of the intersection, there is sidewalk to the west on the south side of SR 169 across the former Aqua Barn property limits. There are also six to eight foot wide shoulders on both sides of SR 169. There are sidewalks on both sides 152d Avenue SE from SR 169 to SE 155"' Place and on the east side of 154`h Place SE from SR 169 to Jones Road. The Cedar River Trail for pedestrians and bicycles parallels SR 169 in the vicinity of the site. Proposed Improvements A review of the City of Renton 2013 2018 Six Year Transportation Improvement Program indicated there were no specific improvements identified in the Renton -Maple Valley Highway (SR 169) corridor_ According to the WSDOT, there are no current plans for improvements to SR 169 in the vicinity of the site.' Traffic Volumes PM peak hour traffic volumes impacting the roadway network serving the site include the existing 2012 PM peak hour turning movement counts, background traffic growth based on historical traffic growth on the corridor, traffic generated from pipeline projects, and PM peak hour volumes generated by the proposed development. August 1, 2012 e-mail from Rick Roberts, WSDOT, King Area Traffic Engineer UN Traffic Consultants Page 5 Tracer.• Impact Analysis Cedar River Station Existing PM Peak Hour Volumes Traffic volumes for the existing 2012 PM peak hour volumes were collected during the month of July 2012. Turning movement counts were collected at the following intersections: • SR 169/140" Way SE • SR 169/ 149t� Avenue SE • SR 169/152d Avenue SE/154"' Place SE • SR 161/161" Avenue SE In addition, PM peak hour turning movement volumes were estimated at the intersections of SR 169/145"' Avenue SE and SR 169/Molasses Creek Access. The turning movement volumes were estimated by calculating PM peak hour volumes generated by the residential development using the subject roadway as its sole access to SR 169. Traffic assignment patterns were based on prevailing traffic flow at the various intersections in the vicinity of the site. A summary of the 2012 PM peak hour turning movement volumes is presented in Figure 3. Historical Traffic Growth A review of historical PM peak hour traffic counts at the SR 1691152nd Avenue SE/154th Place SE indicate the July 2012 PM peak hour turning movement volumes are approximately four percent less than PM peak hour turning movement volumes collected in November 2007. As a result, no historical growth factor was applied to the 2012 PM peak hour turning movement volumes. Pipeline Projects According to the City of Renton Development Review staff'`, there are currently no development proposals in the Renton - Maple Valley Highway (SR 169) corridor. Site Generated Traffic Volumes Trip generation for the proposed Cedar River Station was calculated using Institute of Transportation Engineers trip generation data. The rates were taken from the selected land use codes as follows: • Coffee Shop (2000 gsf) — LU Code 936 • High Turnover Sit Down Restaurant (5,780 gsf) — LU Code 932 • Auto Supply Store (2,700 gsf) — LU Code 843 • Hair/Nail Salon (3,300 gsf) -- LU Code 918 • Specialty Retail Center (8,300 gsf) — LU Code 814 • Gas Station with Convenience Market (12 fueling stations) — LU Code 945 'Tel call with Jan Illian on Wednesday July 18, 2012. 3 Trip Generation — An ITE Informational Report_ 8th Fdition, Institute of Transportation Engineers. 2008. DN Traffic Consultants Page 6 —624 612 18 +� 1410—I oIn-1089 1046 qt OD 6 15 1632 --► Q co B L rf o M mr. N 94 �-- 381 S� +11x2 f—t0 446 1649 � � 1157— $7� 'T 15 � of m Qv SR 16 9 (klAp w WA(tk-y HI GNWA I S sc d kP �3 � SE 155TH PL rfi co G XXX - PSI PEAK DN TRAFFIC 2012 EXISTING CEDAR RIVER TRAFFIC VOLUMES CONSULTANTS FIGURE 3 STATION Trak Impact Analysis Cedar River Station A summary of the anticipated trip generation for Cedar Park Station is presented in Table 1. Table 1. Cedar River Trip Generation 1) Internal Capture — Internal trips generated by the various site land uses which interact with other site land uses_ These trips do not impact the adjacent roadway network. Internal capture estimates are determined by the procedures outlined in the Trip Generation Handbook, Second Edition: An ITE Recommended Practice; June 2004_ A summary of this calculation is presented in the Technical Appendix. 2) Pass -by Trips — These trips are made as intermediate stops on the way from an origin to a primary trip destination without a route diversion. The percentage of pass -by trips were determined using the processes identified in the Trip Generation Handbook; Second Edition: An ITE Recommended Practice; June 2004- 3) AWDT for Coffee Shop without Drive Through (LU Code 936) was estimated using the daily/PM peak hour trip generation rate comparison obtained for Coffee Shop with Drive Through (LU Code 937)_ 4) AWDT for Hair/Nail Salon was estimated by factoring the PM peak trip generation by t0 percent in accordance with the average "K" factor for arterial street volume characteristics. Trip generation for the proposed Cedar River Station was estimated using the trip generation rates presented in the ITE report. As shown in Table 1, Cedar River Station, as a single use, is estimated to generate 5898 daily, 486 AM peak and 359 PM peak hour trips. The estimate of PM peak hour single use trip generation was adjusted to reflect internal capture and pass -by trips. Internal capture are site generated trips that interact with the various other site uses without using the adjacent street network. Using the ITE Trip Generation Handbook, it was estimated that the site will generate 133 internal capture trips with 68 inbound and 65 outbound. Subtracting the internal capture from the single use PM peak hour estimate resulted in 226 site generated PM peak hour trips with DN Traffic Consultants Page 8 AM Peak Hour PM Peak Hour Land Use AWDT Total In Out Total In Out Cedar River Station Coffee Shop - 2000 gsf 1637 234 120 114 82 41 41 Hgh Tnovr Sit Dwn Rest - 5780 gsf 1790 67 35 32 64 38 26 Auto Supply Store - 2700 gsf 113 3 2 1 6 3 3 Hair/Nail Salon - 3300 gsf 50 4 4 0 5 1 4 Specialty Retail Center - 8,300 gsf 355 57 27 30 41 18 23 Gas Sta wlConv Mrkt -12 positions 1953 121 60 60 161 80 80 Single Use Total Trips 5898 486 248 237 359 182 177 Internal Capture 133 68 65 Sub -Total 226 114 112 Pass -by Trips 121 64 57 Net: New PM Peak Trips 105 50 55 1) Internal Capture — Internal trips generated by the various site land uses which interact with other site land uses_ These trips do not impact the adjacent roadway network. Internal capture estimates are determined by the procedures outlined in the Trip Generation Handbook, Second Edition: An ITE Recommended Practice; June 2004_ A summary of this calculation is presented in the Technical Appendix. 2) Pass -by Trips — These trips are made as intermediate stops on the way from an origin to a primary trip destination without a route diversion. The percentage of pass -by trips were determined using the processes identified in the Trip Generation Handbook; Second Edition: An ITE Recommended Practice; June 2004- 3) AWDT for Coffee Shop without Drive Through (LU Code 936) was estimated using the daily/PM peak hour trip generation rate comparison obtained for Coffee Shop with Drive Through (LU Code 937)_ 4) AWDT for Hair/Nail Salon was estimated by factoring the PM peak trip generation by t0 percent in accordance with the average "K" factor for arterial street volume characteristics. Trip generation for the proposed Cedar River Station was estimated using the trip generation rates presented in the ITE report. As shown in Table 1, Cedar River Station, as a single use, is estimated to generate 5898 daily, 486 AM peak and 359 PM peak hour trips. The estimate of PM peak hour single use trip generation was adjusted to reflect internal capture and pass -by trips. Internal capture are site generated trips that interact with the various other site uses without using the adjacent street network. Using the ITE Trip Generation Handbook, it was estimated that the site will generate 133 internal capture trips with 68 inbound and 65 outbound. Subtracting the internal capture from the single use PM peak hour estimate resulted in 226 site generated PM peak hour trips with DN Traffic Consultants Page 8 Trak Impact Analysis Cedar River Station 114 inbound and 112 outbound. A summary of the calculations used to determine the internal capture trips is presented in the Technical Appendix. fn addition, the single use trip generation, less the internal capture, was adjusted to account for pass -by trips, defined as site generated trips that are currently on the adjacent street network but decide to stop at the proposed site. The pass -by analysis indicated that of the total site generated trips, less internal capture, 121 PM peak trips with 64 inbound and 57 outbound trips are pass by trips. The net result of these adjustments indicates the site will generate 105 PM peak trips on the adjacent arterial network with 50 inbound and 55 outbound. These trips were assigned to the study area roadway network based on traffic flow patterns in the study area. A summary of the site generated traffic volumes assigned to the study area street network are presented in Figure 4. A summary of the 2014 with project PM peak hour traffic volumes is presented in Figure 5. CONDITION ANALYSIS The Condition Analysis provides a statement on the ability of the existing facilities to accommodate the proposed development. The condition analysis includes an evaluation of the level of service at each of the intersections and driveway impacted by the proposed project and an evaluation on the safety impacts. Level of Service Definition Level of service (LOS) is used to qualify the degree of traffic congestion and driver comfort on streets or at intersections. The Highway Capacity Manual (HCM) describes the methodologies for calculating LOS on street segments and at signalized and unsignalized intersections. According to the 2000 HCM, there are six levels of service by which the operational performance of the roadway system may be described. Levels of service range from LOS A, which indicates a relatively free-flowing condition, to LOS F which indicates operational breakdown. The level of service for a two-way stop controlled (TWSC) intersection is determined by the computed or measured control delay and is defined for each minor movement. Level of service is not defined for the intersection as a whole. Average control delay less than or equal to 10 seconds per vehicle is defined as LOS A. For LOS F the average control delay is greater than 50 seconds per vehicle. Level of service was calculated using Synchro"" 7.0 computer software program based on the 2000 Highway Capacity Manual. The result of the existing condition level of service analysis is shown in Table 1. The City of Renton has not adopted a level of service standard for traffic operations on the City's arterial street network. PM peak hour level of service For the study area intersections is presented in Table 2. DN Trak Consultants Page 9 / —28 (14) f— 27 (13) 47 (24)— 60 (3+)- 56 34)—r 56 (2E 3 (1) 97 (28)--0-- SP 28)--0-- I+- 59 (3( f-3 (1) �1 W (28)� I (XXX) - PASS BY TPoPS i XXX - PM PEAT( P�- i N n 16 �IL.f--7 31 (35) — -� t \ 32 —� W C-4 co ca v �ti, � 19 38 N r s Rp qQ U° ?3 SE 155TH PL -0---8 (4) 8 (5)- 3 5)-}3 (1)--i � r7 DN TRAFFIC I PROJECT TRAFFIC VOLUMES CONSULTANTS FIGURE 4 CEDAR RIVER STATION —638 f— 626 1433 —� 1046 ao N 169 (ARA p VA QEy HIgyWA),) +--1135 f-5 1690-- 6--) 690--6--) XXX — PM PEAK N c� (-" 101 mc5ci 391 446 t 1153— QST' 119 r —477 Qv f-11 1424— t vi 38--) 1° r - N Q �HFS v � 4-67 Ln �11 SITE rbS SE 1551H PL vV Si' �o DN TRAFFIC 2014 WITH PROJECT CEDAR RIVER TRAFFIC VOLUMES CONSULTANTS FIGURE 5 STATION Traffic Impact Analysis Cedar River Station Table 2. PM Peak Hour Level of Service (xx) Seconds of delay per vehicle 1 — Level of service for the two-way stop controlled intersection represents the movement with the highest delay_ As shown in Table 2, alt eight of the analysis intersections are estimated to operate at an acceptable level of service (LOS E) for each of the two analysis scenarios. In fact, the qualitative level of service remains the same for each scenario_ In some cases, the amount of delay actually decreases in the 2014 with project condition when compared to the 2012 existing condition. In some cases, (SR 1691152nd Ave SE) this results from the reduction in through volumes resulting from the impacts of pass -by trips diverting to the site such that the through volumes, which dictate the level of service, are actually decreased whereas the turning volumes are increased. In other cases, such as the existing low volume side streets, such as the Molasses Condo access, it is an idiosyncrasy of the Synchro model. The conclusion of the evaluation is that Cedar River Station will not create a significant adverse impact on traffic operations on analysis intersections. A copy of the LOS analysis is presented in the Technical Appendix, Crash History The latest available crash history data for the study area intersections was obtained from the WSDOT Statewide Travel and Collisions Data office. Data was provided for the period of January 1, 2008 through October 31, 2011. A summary of the crash history is presented in Table 3. DN Traffic Consultants page 12 PINI Peak Hour Level of Service Intersection Traffic Control 2012 Existing 2014 w/Pro'ect SR 1691140 Wy SE Signal E (55.3) E (59.5) SR 1691149` Ave SE Signal D (38.1) D (43.4) SR 1691152nd Ave SE/154' PI SE Signal D (44.7) D (442) SR 1691Molasses Condo Acc Stop Sign B (14.9)' B (14.3)' SR 169/145h Ave SE Stop Sian C (19.4)' C (18.9)' SR 169/161' Ave SE Stop Sign C (2I.7)` C (22.6)' SR 169/Site Access Stop Si -n n/a D (34.9)' 152nd Ave SE/Site Access Stop Sign n/a A (9.7)' (xx) Seconds of delay per vehicle 1 — Level of service for the two-way stop controlled intersection represents the movement with the highest delay_ As shown in Table 2, alt eight of the analysis intersections are estimated to operate at an acceptable level of service (LOS E) for each of the two analysis scenarios. In fact, the qualitative level of service remains the same for each scenario_ In some cases, the amount of delay actually decreases in the 2014 with project condition when compared to the 2012 existing condition. In some cases, (SR 1691152nd Ave SE) this results from the reduction in through volumes resulting from the impacts of pass -by trips diverting to the site such that the through volumes, which dictate the level of service, are actually decreased whereas the turning volumes are increased. In other cases, such as the existing low volume side streets, such as the Molasses Condo access, it is an idiosyncrasy of the Synchro model. The conclusion of the evaluation is that Cedar River Station will not create a significant adverse impact on traffic operations on analysis intersections. A copy of the LOS analysis is presented in the Technical Appendix, Crash History The latest available crash history data for the study area intersections was obtained from the WSDOT Statewide Travel and Collisions Data office. Data was provided for the period of January 1, 2008 through October 31, 2011. A summary of the crash history is presented in Table 3. DN Traffic Consultants page 12 Traff e Impact Analysis Cedar River Station Table 3. Three Year Crash History 1) Intersection crashes ger million entering vehicles = Crashes x 10 /ADT * 365 * (Years)_ As shown in Table 3, there have been a total of 53 crashes at three of six the study area intersections on SR 169 during the last three plus years. There were no recorded crashes on the minor intersecting streets which are unsignalized. The intersection of SR 169/140W'Way SE had a total of 14 recorded crashes during the time period with half of them (7) occurring in 2008. The crash rate for this intersection is 0.413 crashes per entering vehicles which is significantly below the statewide average of approximately 1.0 crash per entering vehicles. Of the recorded crashes, 57 percent (8) were "rear end" collisions; 14 percent were "right angle" and 14 percent were "sideswipe; and 14 percent were miscellaneous. The predominant direction of crashes was vehicles west bound (43 percent) although there were 29 percent east bound and 29 percent northbound. Major reasons cited for the crashes included "alcohol"; "exceeding safe speed"; "folIowing too close"; and "failure to yield" right of way. The intersection of SR 1691149th Avenue SE had a total of 4 recorded crashes during the . time period with half of them (2) occurring in 2010. The crash rate for this intersection is 0.102 crashes per entering vehicles which is significantly below the statewide average of approximately 1.0 crash per entering vehicles. Of the recorded crashes, 75 percent (3) were "rear end" collisions and one involved an improper left turn. The direction of crashes was equally divided between east bound and west bound movements. The reasons cited for the crash was "Following too close"; "exceeding safe speed"; "improper turn"; and "driver inattention". The intersection of SR 169/152"d Avenue SE had a total of 37 recorded crashes during the time period with approximately half of them (18) occurring in 2010. The crash rate for this intersection is 0.821 crashes per entering vehicles which is less than the statewide average of approximately 1.0 crash per entering vehicles. Of the recorded crashes, 38 percent (14) were "rear end" collisions; 22 percent (8) were "right angle"; 14 percent (5) . were "sideswipe"; 14 percent (5) were "fixed object"; and 12 percent (4) were miscellaneous other crashes. The predominant direction of crashes was vehicles north bound (38 percent) followed by eastbound (32 percent) westbound (16 percent) and southbound (11 percent). Major reasons cited for the crashes included "driver inattention" including two vehicles where driver was asleep; "exceeding safe speed"; "disregard for traffic signal'; "following too close"; and "failure to yield" right of way. i DN Trak Consultants Page 13 Year Intersection 2008 2009 2010 2011 Total Rate SR 1691140 Way SE. 7 4 0 3 14 0.413 SR 1691149th Avenue SE 1 0 2 1 4 0.102 SR 169/152-dAvenue SE 5 6 18 8 37 0.821 Total 13 10 20 12 55 1) Intersection crashes ger million entering vehicles = Crashes x 10 /ADT * 365 * (Years)_ As shown in Table 3, there have been a total of 53 crashes at three of six the study area intersections on SR 169 during the last three plus years. There were no recorded crashes on the minor intersecting streets which are unsignalized. The intersection of SR 169/140W'Way SE had a total of 14 recorded crashes during the time period with half of them (7) occurring in 2008. The crash rate for this intersection is 0.413 crashes per entering vehicles which is significantly below the statewide average of approximately 1.0 crash per entering vehicles. Of the recorded crashes, 57 percent (8) were "rear end" collisions; 14 percent were "right angle" and 14 percent were "sideswipe; and 14 percent were miscellaneous. The predominant direction of crashes was vehicles west bound (43 percent) although there were 29 percent east bound and 29 percent northbound. Major reasons cited for the crashes included "alcohol"; "exceeding safe speed"; "folIowing too close"; and "failure to yield" right of way. The intersection of SR 1691149th Avenue SE had a total of 4 recorded crashes during the . time period with half of them (2) occurring in 2010. The crash rate for this intersection is 0.102 crashes per entering vehicles which is significantly below the statewide average of approximately 1.0 crash per entering vehicles. Of the recorded crashes, 75 percent (3) were "rear end" collisions and one involved an improper left turn. The direction of crashes was equally divided between east bound and west bound movements. The reasons cited for the crash was "Following too close"; "exceeding safe speed"; "improper turn"; and "driver inattention". The intersection of SR 169/152"d Avenue SE had a total of 37 recorded crashes during the time period with approximately half of them (18) occurring in 2010. The crash rate for this intersection is 0.821 crashes per entering vehicles which is less than the statewide average of approximately 1.0 crash per entering vehicles. Of the recorded crashes, 38 percent (14) were "rear end" collisions; 22 percent (8) were "right angle"; 14 percent (5) . were "sideswipe"; 14 percent (5) were "fixed object"; and 12 percent (4) were miscellaneous other crashes. The predominant direction of crashes was vehicles north bound (38 percent) followed by eastbound (32 percent) westbound (16 percent) and southbound (11 percent). Major reasons cited for the crashes included "driver inattention" including two vehicles where driver was asleep; "exceeding safe speed"; "disregard for traffic signal'; "following too close"; and "failure to yield" right of way. i DN Trak Consultants Page 13 P L. Traffic Impact Analysis Cedar River Station The conclusion of the crash history analysis is that there is not a significant frequently occurring crash event that would warrant consideration for mitigation. As stated, overall the crash history at the study area intersection is significantly less than the statewide . average for signalized intersections. Other Issues Site Access The current Cedar River Station site plan identifies two site access locations; a single full access to 152d Avenue SE on the southwest corner of the site approximately 250 feet from the SR 169 intersection and a second full access to SR 169 located approximately 540 feet east of the 152nd Avenue SE intersection. . The access to SR 169 will require WSDOT approval. SR 169 is a Class 3 Managed Access highway. As such, there are restrictions on access to the highway. An initial review of those requirements indicates the proposed access is acceptable in that it meets the access number and spacing requirements. However, WSDOT has indicated there may i be an issue with the continued operation of the two way left turn lane at the site access intersection with SR 169. This issue has not been resolved as of the writing of this report. FINDINGS The traffic generated by the proposed Cedar River Station is not expected to create a significant adverse impact on the city of Renton roadway network serving the Cedar River Station site. The project is estimated to be fully occupied by 2014 and therefore was assumed to be the horizon year for this analysis. As a single use development, Cedar River Station is estimated to generate 5898 daily trips, 486 AM and 359 PM peak hour trips. After application of internal capture and pass -by rates, the actual PM peak hour impact to the surrounding arterial network is 105 . trips with 50 inbound and 55 outbound_ A review of the PM peak hour level of service for the existing and with project conditions indicate the proposed Cedar River Station development has no impact on the existing qualitative level of service at the six study area intersections. All study area intersections operate at LOS E or better during the 2014 PM peak hour. The latest available crash data indicates all study area intersections have average crash rates which are significantly less than the average statewide crash rate for similar intersections under similar conditions. The proposed site plan includes an access to SR 169 on the east end of the site. Since SR 169 is a WSDOT Class 3 Managed Access Highway, the access must be approved by WSDOT and comply with WSDOT Access Management Guidelines. In general, the proposed access meets the access number and spacing requirements. The WSDOT has indicated there may be some issues with the two way left turn lane channelization as it relates to the proposed access. This issue has not been addressed and awaits further review by WSDOT. D1' Traffic Consultants Page 14 Traffic Impact Analysis Cedar River Station According to the City's impact mitigation guidelines, Cedar River Station is required to contribute $75 per daily site trip generated which impacts the street network. The adjusted average weekday trips, when accounting for pass by and internal capture, impacting the street network is 1,725 vehicles per day resulting in a fee of $129,378.13. There were no other project related traffic issues identified. RECOMMENDATIONS AND PROPOSED MITIGATION Based on the foregoing analysis, the following mitigation measures are recommended- * Contribute $129,378.13 to the City of Renton traffic impact fee program_ No other mitigation is deemed necessary. DN Traffic Consultants Page 15 Trak Impact Analysis Cedur River Station TECHNICAL APPENDIX for CEDAR RIVER STATION DN Traffic Consultants -r, c a o a a Z E E Z A m W 0 z Q b 11Z ' lit a z � � m a I CO z� G W Z V) a CLOW ~ D J W�— W W d fi c3 LU LL,C'3J Jaz b A J LU Loi z n � Cl ILU z Q o Nim woo 1 b 11Z ' lit a z � � m a I i z� G W Z V) a CLOW ~ D J W�— W W d fi c3 LU LL,C'3J Jaz b A J LU Loi z b 11Z ' lit a z � � m I I i N Loi ILU z Q o Nim cn ,yTt vy a O ui U i N � o N �, LAI w 4• .. 5 402 CL m CLU r V w z IT LU °z tr; I z Q o Nim I .+ w Lu � w cn ,yTt vy a O ui U i N � o N �, LAI w 4• .. 5 402 CL m CLU r V w z IT LU °z tr; Cedar River Station Maple Valley Highway1140th Way SE PM Peak Hour 4:15 -5:15 ISM Date Collected: 7111/2012 Wed EBLT 0 a o EBT 1410 1410 47 24 1433 a.$9 2.40 EBRT 1046 1046 1046 WBLT 612 612 27 13 626 WBT 624 624 28 14 638 0.93 4.00 WBRT L —01 0 NBLT 451 451 451 NBT a a 0 0.88 2.60 NBRT 280 280 9 4 285 SBLT 0 a a sBT o 0 o a.oa 0.00 sBRT o 0 0 4423 0 a 4423 11i 55 4479 c D N N O d m � Y N O U L � t � m m 3 }, L) r CO a_ Y Oa Q a N 0 u- U 0_ L 7 a ito a N 0 = m L N O to �n O N -x 2 U d N EBLT 0 a o EBT 1410 1410 47 24 1433 a.$9 2.40 EBRT 1046 1046 1046 WBLT 612 612 27 13 626 WBT 624 624 28 14 638 0.93 4.00 WBRT L —01 0 NBLT 451 451 451 NBT a a 0 0.88 2.60 NBRT 280 280 9 4 285 SBLT 0 a a sBT o 0 o a.oa 0.00 sBRT o 0 0 4423 0 a 4423 11i 55 4479 N N d � N O L E- a m m r V Y Q N u- U L 7 ito .9 3 = m L to �n sT -x U U a_ N d Ii EBLT 0 a o EBT 1410 1410 47 24 1433 a.$9 2.40 EBRT 1046 1046 1046 WBLT 612 612 27 13 626 WBT 624 624 28 14 638 0.93 4.00 WBRT L —01 0 NBLT 451 451 451 NBT a a 0 0.88 2.60 NBRT 280 280 9 4 285 SBLT 0 a a sBT o 0 o a.oa 0.00 sBRT o 0 0 4423 0 a 4423 11i 55 4479 Cedar River Station Maple Valley Highway/Molasses Condo Access PM Peak Hour 4:15 -5:15 PM Date Collected: Estimated v � c o � v, m W m `p m CG O ro U) u1 U (6 L a y L a m ti dCL CL H (V C: a 3 = NqTLO-L0a r L o Q W co o a� az N = d N U LL N EZ EBLT 0 (} 0 EBT 1662 1662 56 28 1690 0.90 5.30 EBRT 6 6 6 WBLT 4 4 1 5 WBT 1107 1107 55 27 1135 0.91 5.00 WBRT 0 0 0 NBLT 4 4 4 NBT 0 0 0 0.67 0.00 NBRT 2 2 1 3 SBLT 0 0 0 SBT 0 0 0 o.a0 0.00 SBRT 0 0 D 2785 0 0 2785 113 55 2843 Cedar River Station Maple Valley Highway/145th Avenue SE PM Peak Hour 4:15 -5:15 PM Date Collected: Estimated EBLT 0 0 0 EBT 1649 1649 57 2$ 1678 0.90 5.3Q EBRT 15 15 15 WBLT 10 10 3 1 12 WBT 1102 1102 56 28 1130 0.91 5.00 WBRT 0 0 0 NBLT 9 9 9 NBT 0 0 0 Q.67 0.00 NBRT 6 6 3 1 8 SBLT 0 0 0 SBT 0 D Q O.ao 0.00 SBRT Q 0 Q 2791 2791 119 58 2852 � C � � Y E W M d C) C 2 0CD c fl U M CL o cvD- a c4 Q. u, w U o p M u x Cd N Y EBLT 0 0 0 EBT 1649 1649 57 2$ 1678 0.90 5.3Q EBRT 15 15 15 WBLT 10 10 3 1 12 WBT 1102 1102 56 28 1130 0.91 5.00 WBRT 0 0 0 NBLT 9 9 9 NBT 0 0 0 Q.67 0.00 NBRT 6 6 3 1 8 SBLT 0 0 0 SBT 0 D Q O.ao 0.00 SBRT Q 0 Q 2791 2791 119 58 2852 Cedar River Station Maple Valley Hwy/149th Avenue SE PM Peak Hour: 4:30 - 5:30 PM Date Collected: 7117/2012 Wed EBLT I 15 EBT 1632 EBRT 8 N s N U C 111 (n a) N Y ( (0L a a c4.r 0 C1) t0 a) U N - _ -9 N CO a 0 N CL �_ 4 C4 L D = Y N a U 3 C U Qi 5 CL •2 c C4 0 Q 04 2 d EBLT I 15 EBT 1632 EBRT 8 N '� .t � ; t •t .t WBLT 6 6 3 1 8 WBT 10$9 1089 59 30 1118 0.91 3.10 WBRT 18 18 1$ NBLT 12 12 12 NBT 0 0 0 0.58 10.00 NBRT 8 8 3 1 10 SBLT 15 15 15 SBT 0 0 0 0.57 7.40 SBRT 11 11 11 2814 0 0 2814 125 66 2873 o Y C CO N a (n a) N Y ( (0L a a c4.r C1) t0 a) U N - _ -9 N CO a N CL �_ 4 C4 L D = Y N a U 3 C U Qi '� .t � ; t •t .t WBLT 6 6 3 1 8 WBT 10$9 1089 59 30 1118 0.91 3.10 WBRT 18 18 1$ NBLT 12 12 12 NBT 0 0 0 0.58 10.00 NBRT 8 8 3 1 10 SBLT 15 15 15 SBT 0 0 0 0.57 7.40 SBRT 11 11 11 2814 0 0 2814 125 66 2873 Cedar River Station Maple Valley Hwy/152nd Avenue SE PM Peak Hour: 4.45 - 5:45 PM Date Collected: 7/1012012 Tuesday c � Y 2 N Y ca O L 7 m _ a p m Y 7i a U] cn U N Y a) 2 p a3 L OL N C1 a a � 2 Tu Q o d c C m = aa)i fU UlItY C) a q ar ca o a> O EBLT 446 446 446 EBT 1157 1157 31 35 1153 0.96 2.$0 EBRTJ 87 87 32 119 WBLT $ 8 0 8 W BT 381 381 16 6 391 0.90 5.40 WBRT 94 94 7 101 NBLT 57 57 46 103 NBT 33 33 21 54 0.91 0.00 NBRT 15 15 15 SBLT 270 270 7 5 272 SBT 39 39 22 0 61 0.92 2.90 SBRT 633 633 11 E22 3220 3220 182 57 3345 Cedar River Station Maple Valley Highwayl161st Avenue SE PM Peak Hour 4:15 -5:15 PM Date Collected: 7/1912012 Thu EBLT 0 0 0 EBT 1396 L36 396 8 5 1399 0.90 5.30 EBRT 36 3 1 38 WELT 1 1 1 WBT 542 542 $ 4 546 0.92 5.00 WBRT 0 0 0 NBLT 20 20 3 1 22 NBT 0 0 0 0.67 0.00 NBRT 3 3 3 SBLT 0 0 0 SBT 0 0 0 0.00 0.00 SBRT 0 0 0 1998 1998 22 11 2009 c N a Y U (Q O ro w ILw L � � N Y m a CO [V 3 D 75 N 2 U d ' a� O CV 1 U) CU _0 N N N LU 3 Nr O 04 a CO Ll 0 = [� N d flJ U 2 a) d EBLT 0 0 0 EBT 1396 L36 396 8 5 1399 0.90 5.30 EBRT 36 3 1 38 WELT 1 1 1 WBT 542 542 $ 4 546 0.92 5.00 WBRT 0 0 0 NBLT 20 20 3 1 22 NBT 0 0 0 0.67 0.00 NBRT 3 3 3 SBLT 0 0 0 SBT 0 0 0 0.00 0.00 SBRT 0 0 0 1998 1998 22 11 2009 Cedar River Station Maple Va[ley Hwy/Site Access PM Peak Hour: 4:45 - 5:45 PM Date Collected: 7110/2012 Tuesday EBLT 0 0 EBT 1442 1442 18 1424 0.96 2.80 EBRT 0 38 3$ WBLT 0 11 11 W BT 483 483 6 477 0.90 5.40 WBRT 0 0 NBLT 0 23 23 NBT 0 0 0.91 0.00 NBRT Q 11 11 SBLT 0 0 SBT 0 0 0.92 2.90 SBRT 0 0 1925 1925 83 24 1984 U C N O d U m o m Y ° CO L N R cYa U N L LL � m Y a � L m a 3 L 0 � L C rN ci v t6 U W m a- � p cv = tlS CL a EBLT 0 0 EBT 1442 1442 18 1424 0.96 2.80 EBRT 0 38 3$ WBLT 0 11 11 W BT 483 483 6 477 0.90 5.40 WBRT 0 0 NBLT 0 23 23 NBT 0 0 0.91 0.00 NBRT Q 11 11 SBLT 0 0 SBT 0 0 0.92 2.90 SBRT 0 0 1925 1925 83 24 1984 C o m Y ° CO L N R cYa U N L LL � m Y a � L m a 3 L 0 � L C rN ci v t6 U W m a- p cv tlS CL U N Q EBLT 0 0 EBT 1442 1442 18 1424 0.96 2.80 EBRT 0 38 3$ WBLT 0 11 11 W BT 483 483 6 477 0.90 5.40 WBRT 0 0 NBLT 0 23 23 NBT 0 0 0.91 0.00 NBRT Q 11 11 SBLT 0 0 SBT 0 0 0.92 2.90 SBRT 0 0 1925 1925 83 24 1984 Cedar River Station 152nd Avenue SE/Site Access PM Peak Hour: 4:45 - 5:45 PM Cate Collected. 711012012 Tuesday EBLT EBT EBRT H � 2 Y m [LL) CU � p 43 Q7 0. o N N 0 O 3 CO Y N L NLn LL O Uj Y 7 L F— C) z a EBLT EBT EBRT H � 2 Y m r!f � Q7 0. N N U m O 3 CO Y N LL Uj Y 7 L F— O E T m Q = C V L [4 Y Q: V 04 a� U ca 0. C CIj w a m 0- 0 0 a 0 0 0.96 2.80 0 0 WBLT 0 11 11 WBT 0 0 0 0.90 5.40 WBRT 0 67 67 NBLT 0 0 NBT 105 105 6 99 0.91 0.00 NBRT 0 11 11 SBLT 0 54 54 SBT 134 134 6 134 0.92 2.90 SBRT D 0 239 239 143 12 376 Cedar River Station 2012 PM Peak SR 169th - Maple Valley Highway/140th Way SE July 2012 c Critical Lane Group DN Traffic Consultants Synehro 7 - Light: Report GAN Page 1 Movec :-r Lane Configurations Volume (vph) 1410 1046 612 624 451 280 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00 Frpb, ped/bikes 1.00 0.97 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1 M 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.95 1,00 Satd. Flow (prot) 3539 1541 1736 3471 3400 1568 Flt Permitted 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow(perm) 3539 1541 1736 3471 3400 1568 Peak -hour factor, PHF 0.89 0.89 0.93 0.93 0.88 0.88 Adj_ Flow (vph) 1584 1175 658 671 512 318 RTOR Reduction (vph) 0 0 0 0 0 2 Lane Group Flow (vph) 1584 1175 658 671 512 316 Confl. Peds_ (#/hr) 10 10 10 10 Confl. Bikes (#mr) 5 5 Heavy Vehicles (°/°) 2% 2% 4% 4% 3% 3% Turn Type Free Prot pt+ov Protected Phases 4 3 8 2 23 Permitted Phases Free Actuated Green, G (s) 54.0 130.0 45.0 103.0 19.0 68.0 Effective Green, g (s) 54.0 130.0 45.0 103.0 19.0 68.0 Actuated g/C Ratio 0.42 1.00 0.35 0.79 0.15 0.52 Clearance Time (s) 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 1470 1541 601 2750 497 820 v/s Ratio Prot c0.45 c0.38 0.19 c0.15 0.20 v/s Ratio Perm 0.76 vlc Ratio 1.08 0.76 1.09 0.24 1.03 0.38 Uniform Delay, dl 38.0 0.0 42.5 3.5 55.5 18.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 47.4 3.6 65.3 0.0 48.3 0.3 Delay (s) 85.4 3.6 107.8 3.5 103.8 18.8 Level of Service F A F A F B Approach Delay (s) 50.6 55.1 71.3 Approach LOS D E E HCM Average Control Delay 55.3 HCM Level of Service E HCM Volume to Capacity ratio 1.08 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 96.2% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group DN Traffic Consultants Synehro 7 - Light: Report GAN Page 1 Cedar River Station 2012 PM Peak SR 169th - Maple Valley Highway/Molasses Creek July 2012 Lane Configurations tt -r t 'Valume %vehlh) 1662 6 4 1107 4 2 - Sign Control Free 1847 Free Stop Grade 0% 0% 0% -� Peak Hour Factor 0.90 0.90 0.91 0.91 0.67 0.67 - ourly flow rate (vph) 1847_ 7 4 1216 6 3 — - _-- Pedestrians -- 617 - - ane Width eft) vCu, unblocked vol 1038 Walking Speed (ftls) 605 0 percent Blockage 4.1 --- J Right turn flare (veh) 6.9 - tC, 2 stage (s) Median type TWLTL TWLTL 5,8 Median storage veh 2 2 ,Upstream signal_ (ft) 320 762 3-3 x, platoon unblocked 0.59 0.72 D.59 C, conflicting volume 1847 2464 _ 923 -_ vC1, stage 1 confvol _ 1847 C2, stage 2 conf vol -- 617 - - -_ vCu, unblocked vol 1038 605 0 ,ItC, sin le (s) 4.1 6.8 6.9 - tC, 2 stage (s) 5,8 ti= (s) 2.2 3.5 3-3 p0 queue free % 99 97 100 SCM capacity (veh/h) 398 190 641 923 608 608 9 l/olume Total 923 7 4 Volume Left 0 0 0 4 0 0 6 Volume Right 0 0 7 0 0 - 0 3 -- cSH 1700 1700 1700 398 1700 1700 248 - olume to Capacity 0.54 0,54 0.00 4.01 0.38 0,36 --- 0.04 Queue Length 95th (ft) 0 0 0 1 0 0 3 Control delay (s) 0.0 0.0 0.0 14.1 0.0 0-0 20.1 Lane LOS - B C - - roach Delayls) 0.0 0.1 - 20.1 Approach LOS C Average delay 0.1 �Intersec6on Capacity Utilization 55.9°/° ICU Level of Service B Anal sis Period (min) 15 DN Traffic Consultants Synchro 7 - Light: Report GAN Page 1 Peak Hour Factor 0.90 0.90 0.91 0.91 0.67 0.67 Hourly flow rate (vph) 1832 17 11_ 1211 13 9 Pedestrians Lane Width eft) Walking Speed (ft!s) ercent Blockage - --� Right turn flare (veh) 8 Median type _ TWLTL None Median storage veh 2 �Ipstream signal ft 700 382 pX, platoon unblocked 0.59 0.72 0.59 C, conflicting volume 1849 2460 916 vC 1, stage 1 cont vol 916 1832 17 C2, stage 2 conf vol - 605 627 22 vCu, unblocked vol 1051 609 Cedar River Station ,C,sni gel s) 4.2 2912 PM Peak 6.9 SR 169th - Maple Valley Highway/145th 0 Ave SE July 2012 tF (s) 2.2 3.5 3.3 pO queue tree % 97 93 99 cM capacity (vehlh) 378 191 _ 1102i I olume to Capacity 0.54 0.54 0.01 got 0.36 0.36 Lane Configurations tt Queue Length 95th (ft) tt I 0 0 olume (veh1h) - - 1649 15 10 1102 9 6 Control Delay (s) Sign Control Free 0.0 Free Stop 14.8 0.0 Grade 0% _ 1_9.4 0% 0% ---� Peak Hour Factor 0.90 0.90 0.91 0.91 0.67 0.67 Hourly flow rate (vph) 1832 17 11_ 1211 13 9 Pedestrians Lane Width eft) Walking Speed (ft!s) ercent Blockage - --� Right turn flare (veh) 8 Median type _ TWLTL None Median storage veh 2 �Ipstream signal ft 700 382 pX, platoon unblocked 0.59 0.72 0.59 C, conflicting volume 1849 2460 916 vC 1, stage 1 cont vol 916 1832 17 C2, stage 2 conf vol - 605 627 22 vCu, unblocked vol 1051 609 0 ,C,sni gel s) 4.2 6.8 6.9 tC, 2 stage (s) 0 5.8 17 tF (s) 2.2 3.5 3.3 pO queue tree % 97 93 99 cM capacity (vehlh) 378 191 _ 644_ Volume Total 916 916 17 11 605 605 22 Volume Left 0 0 0 11 0 0 13 olume Right 0 0 17 0 0 0 9 cSH 1700 1700 1700 378 1700 1700_ 318 I olume to Capacity 0.54 0.54 0.01 0.03 0.36 0.36 0.07 Queue Length 95th (ft) 0 0 0 2 0 0 6 Control Delay (s) 0.0 0.0 0.0 14.8 0.0 _ 1_9.4 Lane LOS B ___ .0.0.- C pproach Delay (s) 0.0 0.1 19.4 Approach LOS C Average Delay .4.Wlization ICU Level of Service Analysis Period DN Traffic Consultants Synchro 7 -Light Report GAN Page 1 Cedar River Station 2012 PM Peak SR 169th - Maple Valley Highway/149th Ave SE July 2012 � � t 41 Lane Configurations 1.00 tt 1.00 4 F 4 r olume (vph) 15 1632 8 6 _tt 1089 18 12 0 8 15 0 11 Ideal Flow v h l) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 otal Lost time (s) 4.5 4.5 4.5 4.5 Flt Protected 4.5 4.5 4, Lane Util Factor 1.00 0.95 _ 1.00 0.95 _4.5 1.00 1.00 1.00 1.00 �rpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.97 FI b,ped/bikes 1.00 1.00 1.00 1.00 2 16.3 16.3 0.15 4.5 3-0 Perm Split Perm 6 6 2 6 16.3 16.1 16.1 16.3 16.1 16.1_ 0.15 - 0.15 0.1 4.5 4.5 4,5 3.0 3.0 3. 1.00 1.00 1805 1.00 1.00 rt 1.00 1.00 254 220 1.00 1.00 0.00 1.00 0.85 1.00 0.8§ Flt Protected 0.95 1.00 0.95 1.00 0.00 0.00 0.95 1.00 1.01 0.95 1.00 Satd. Flow (prot) 1736 3468 0.10 0.01 1748 3493 25.6 1641 1391 38.8 1687 146 Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 11.1 0.95 1.00 Oatd. Flow (perm) 1736 3468 0.1 1748 3493 62.9 49,0 1641 1391 20.9 _ 1687 1462 Peak -hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.58 0.58 0.58 0.57 0.57 0.57 dj. Flow (vph) 17 1813 9 7 1197 20 21 0 14 26 0 10 RTOR Reduction vph 0 0 0 0 1 0 0 0 12 0 0 16 ane Group Flow (vph) 17 1822 0 7 1216 0 0 21 2 CI 26 3 Confl. Peds. (#!hr) 10 10_ 10 10 10 ICU Leve_ I of Service 10 10 10 Meavy Vehicles M 4% 4°% 4°/a 3% - 3°% 3% 10% 10°% 10% 7°% 7°% 7°/6 TgnType Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated gIC Rano - Clearance Time (s) ehicle Extensions Prot 7 2.1 2.1 0.02 4.5 3.0 4 55.6 55.6 0.52 4.5 3.0 Prot 3 0.8 0.8 Ull 4.5 ` 3.0 Split 8 2 54.3 54.3 - - 0.51 4.5 3.0 2 16.3 16.3 0.15 4.5 3-0 Perm Split Perm 6 6 2 6 16.3 16.1 16.1 16.3 16.1 16.1_ 0.15 - 0.15 0.1 4.5 4.5 4,5 3.0 3.0 3. Lane Grp Cap (vph) 34 1805 13 1776 250 212 254 220 Vis Ratio Prot c0,01 c0.53 0.00 0.35 c_0.01 c0.02 , vls Ratio Perm _ _ 0.00 0.00 Jc Ratio 0.50 1.01 0.54 0.68 0.08 0.01 0.10 0.01 _ Uniform Delay, d1 51.8 25.6 52.8 19.8 38.8 38.4 39.1 38.6 ro ression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00, Incremental Delay. d2 11.1 23.4 36.8 1.1 0.7 0.1 0.8 0.1 pelay (s) _ 62.9 49,0 89.6 20.9 39.5 3.8.5 - 39.9 38.� Level of Service E D F C D D D D Approach Delay (s) 49.2 21.3 39.1 39.4 Approach LOS D C D D HCM Average Control Delay 38.1 HCM Level of Service D CM Volume to Capacity ratio 0.64 Actuated Cycle Length (s) 106.8 Sum of lost time (s) 13.5 Intersection Capacity Utilization 83.3% ICU Leve_ I of Service E Analvsis Period (min) 15 � Critical Lane Group DN Traffic Consultants Synchro 7 - Light: Report GAN Page 1 Cedar River Station 2012 PM Peak SR 169th - Maple Valley Hi hwa 1152nd Ave SE July 2012 j- *-- 4-,. t r' Lane Configurations 11 TT F 11 TT F I TO Prot T f Volume (vph) _ 446 1157 87 8 381 - 94 57 33 15 _ 270 39 63 Ideal Flow (vphpl) _ 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4,5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 _ 4.51 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 152 1.00 1.00 1.00 1.00 rrpb, pedlbikes _ 1.00 1.00 0.95 1.00 _ 1.00 0-95 -1--00 1.00 0.99 1.00- IM - 097 Fl b, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Prot 1.00 1.00 1.00 rt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.95 Permitted Phases 1.00 1.00 0.8� Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 41.3 0.95 1.00 1-00 atd. Flow rot 1752 3505 1492 1710 3438 1463 1770 1750 0.8 1752 1845 152 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.20 0.95 1.00 1.00 Satd. Flow(perm) 1752 3505 1492 1710 3438 1463 1770 1750 4.5 1752 1845 152 Peak -hour factor, PHF 0.96 0.96 0.96 0.90 0.90 0.90 0.91 0.91 0.91 0.92 0-92 0.92 �dj. Flow (vph) 465 1205 91 9 423 104 63 36 16 293 42 68 RTOR Reduction (vph) 0 0 51 0 0 83 0 13 0 0 0 386 ,,Lane Group Flow (vph) 465 1205 40 9 423 21 63 39 0 293 42 30 Confl. Peds. ##!hr) 10 Uniform Delay, d1 10 10 14.9 _ 10 10 30.5 10 10 38.9 10 Heavy Vehicles (%) 3% 3% 3% 5% 5% 5% 2% 2% 2% 3% 3%- - 3% Turn T e Prot Perm Prot Perm Prot Prot Perm rotected Phases -- 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 ctuated Green, G (s) 23.7 41.3 41.3 0.8 18.4 18.4 3.4 17.7 15.5 29.8 29. Effective Green, 9 (s) 23.7 41-3 41.3 0.8 18.4 18.4 3.4 17.7 15.5 29.8 29.8 ctuated g/C Ratio 0.25 0.44 0.44 0.01 0.20 0.20 0.04 0.19 0.17 0.32 0.3 Clearance Time s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Vehicle Extensions 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3. Lane Grp Cap (vph) 445 1552 660 15 678 289 65 332 291 589 486 vls Ratio Prot c0,27 c0.34 0.01 0.12 0.04 0.02 c0.17 0.02 Ws Ratio Perm 0.03 0.01 c0.20 !c Ratio 1.04 0.78 0.06 0.60 _ 0.62 0.07 0.97 0.12 1.01 0.07 0.62 Uniform Delay, d1 34.8 22.1 14.9 46.1 34.3 30.5 44.9 31.3 38.9 22.1 27.0 r�r�Factor 1 M 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 54.9 2.5 0.0 52.9 1.8 0.1 99.6 0.7 - 54.5 0.2 5.9 ela s 89.7 24.6 14.9 99.0 36.1 30.6 '144.5 32.0 93.4 22.3 32. Level of Service F C 8 F D C F C F C C Approach Delay (s) 41.3 36.1 93.7 49.8 _ Approach LOS D D F D erre F r HE 1 2 a , HCM Average Control Delay 44.7 HCM Level of Service D HCM Volume to Capacity ratio 0.82 Actuated Cycle Length (sj- 93.3 Sum of lost time {sem 9.0 Intersection Capacity Utilization 68.9% ICU Level of Service C Analysis Period (min) 15 Critical Lane Group DN Traffic Consultants Synchro 7 - Light: Report GAN Page 1 Cedar River Station 2012 PM Peak SR 169th - Maple Valley Highway/161 st Ave SE July 2012 Lane Configurations tt r I tt Y 34 olume (veh/h) 1396 36 1 542 20 3 Sign Control Free 40 0 Free Sto - rade 0% 1700 395 0% ---------- 0% 167 Peak Hour Factor 0.90 0.90 0.92 0.92 0.67 0.67 our!Kflow rate (vph� 1551 40 1 589 30 4 Pedestrians 0.0 0.0 14.1 0.0 0.0 _ Lane Width (ft) B -- -- -- -- -� Walking Speed_(fVs) - - 32.1 Percent Blockage - - D Right turn flare (veh) ,Median type TWLTL 0.5 None Median storage veh) 2 48.6° ICU Level of Service A Analysis Period (min) ;Upstream signal (ft) 290 pX, platoon unblocked C, conflicting volume - 1591 1848 776 vC1, stage 1 conf vol 1551 C2, stage 2 conf vol _ _ _ 297 vCu, unblocked vol 1.591 1848 776 tC siNle (s) 4.2 6.8 6.9 tC, 2 stage s 5.8 F (sy 2.2 3.5 3.3- 0 queue free % W 100 81 99 M capacity veh1h) 395 155 _ 340 Volume Total 776 776 40 1 295 295 34 Volume Left 0 0 0 1 0 0 30 olume Right 0 0 40 0 0 0 4 - cSH 1700 1700 1700 395 1700 1700 167 olume to Capacit 0.46 0.46 0.02 0_.00 0.17 0.17 0.21 Queue Length 95th (ft) 0 0 0 0 0 0 19 Control Delay (s) 0.0 0.0 0.0 14.1 0.0 0.0 32.1 Lane LOS B D Approach Delay (s) 0.0 0.0 32.1 Approach LOS __ D Average Delay 0.5 Intersection Capacity Utilization 48.6° ICU Level of Service A Analysis Period (min) 15 DN Traffic Consultants Synchro 7 - Light: Report GAN Page 1 Cedar River Station 2014 w/Project PM Peak SR 169th - Maple Valley Highway/140th Way SE July 2012 c Critical Lane Group DN Traffic Consultants Synchro 7 - Light: Report GAN Page 1 Move"W't EBT EBIR .1t1IBl III `lel[ R Lane Configurations tt jr Volume (vph) 1433 1046 626 638 451 285 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00 Frpb, ped/bikes 1.00 0.97 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1,00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3539 1541 1736 3471 3400 1568 Flt Permitted 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow(perm) 3539 1541 1736 3471 3400 1568 Peak -hour factor, PHF 0.89 0.89 0.93 0.93 0.88 0.88 Adj. Flow (vph) 1610 1175 673 686 512 324 RTOR Reduction (vph) 0 0 0 0 0 2 Lane Group Flow (vph) 1610 1175 673 686 512 322 Confl. Peds. (#!hr) 10 10 10 10 Confl. Bikes (#/hr) 5 5 Heavy Vehicles % 2% 2% 4% 4% 3% 3% Turn Type Free Prot pt+ov Protected Phases 4 3 8 2 23 Permitted Phases Free Actuated Green, G (s) 54.0 130.0 46.0 104.0 18.0 68.0 Effective Green, g (s) 54.0 130.0 46.0 104.0 18.0 68.0 Actuated g1C Ratio 0.42 1.00 0.35 0.80 0.14 0.52 Clearance Time (s) 4.0 4.0 4.0 4.0 Vehicle Extensions 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 1470 1541 614 2777 471 820 v/s Ratio Prot c0.45 c0.39 0.20 c0.15 0.21 A Ratio Perm 0.76 vlc Ratio 1.10 0.76 1.10 0.25 1.09 0.39 Uniform Delay, d1 38.0 0.0 42.0 3.2 56.0 18.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 54.0 3.6 65.4 0.0 67.1 0.3 Delay (s) 92.0 3.6 107.4 3.3 123.1 18.9 Level of Service F A F A F B Approach Delay (s) 54.7 54.8 82.7 Approach LOS D D F y y HCM Average Control Delay 59.5 HCM Level of Service E HCM Volume to Capacity ratio 1.09 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 97.6% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group DN Traffic Consultants Synchro 7 - Light: Report GAN Page 1 Cedar River Station 2014 w/Project PM Peak 152nd Ave SE/Molasses Creek Condo July 2012 --► 4,- 4\ /01 Lane Configurations tt 939 7 tt ___ �olume (vehm) 1690 6 5 1135 4 3 - Sign Control Free 0 7 Free Stop 0 IGrade 0% 1700 1700 0% 0% 1700 Peak Hour Factor 0.90 0.90 0.91 0.91 0.67 0.67 Hourly flow rate (vph) 1878 7 5 1247 6 4 - Pedestrians ---- Lane.Width (ft) -- Walking Speed (fUs) Percent Blockage Right tum flare veh Median type TWLTL TWLTL Median storage veh) 2 2 _ - pstream signal (ft) 762 X, platoon unblocked _320 0.59 0.73 0.59 C, conflicfing volume 1878 2512 939 vC1, stage 1 conf vol 1878 W ,'stage 2 conf vol 635 vCu, unblocked vol 1091 609 0 C, single (s) 4.1 6.8 6.9 tC, 2 stage s - 5.8 F s - 2.2 3.5 3.3 D queue free % 99 97 99 - M capacity (vehlh) 380 184 - 641 Volume Total 939 939 7 5 624 624 Volume Left 0 0 0 5 0 0 !Volume Right 0 0 7 0 0 0 cSH 1700 1700 1700 380 1700 1700 Volume to Capaqty 0.55 0.55 0.00 0.01 Queue Length 95th (ft) 0 0 0 1 ;Control Delay (s)_ 0.0 0.0 0.0 14.6 Lane LOS B ;Approach Delay (s) 0.0 0.1 Approach LOS Average Delay Intersection Capacity Utilization_ Analysis Period (minj 0.1 56.7% 15 0.3.7 0.37 0 0 10 6 4 265 0.04 3 0.0 0.0 _ 19.1 C 19.1 C ICU Level of Service B DN Traffic Consultants Synchro 7 - Light: Report GAN Page 1 Cedar River Station 2014 w/Project PM Peak SR 169 - Maple Valle Hwy/ 145th Ave SE July 2012 -110.rAll Lane Sign Control _Grade Peak Hour Factor 0% 0% 0% 0.90 0.90 0.91 0.91 0.67 Hourly flow rate (vph) 1$64 17 13 1242 13 Pedestrians ane Width (ft) Walking Speed (ftls Percent Blockage Right turn flare (veh)_ edian type TWLTL None Median storage veh) 2 psl�tream signal {ft)__ 700 382 pX, platoon unblocked - - 0.59 0.73 vC, conflicting volume 1881 2512 vC1, stage 1 conf vol 0 0 0 3$64 vC2, stage 2 conf vol _ 0.0 0.0 0.0 647 vCu, unblocked vol 1105 619 tC, single (s) 4.1 6.8 tC, 2 stage (s) - 5.8 tF (s) 2.2 3.5 p0 queue free % 97 93 cM capacity (vehm) ___ 377 183 Volume Total 932 932 17 13 621 Volume Left 0 0 0 13 0 0.67 12 0.59 ._932-. 6.9 - 3.3 1 98 ... _- 644 621 25 0 13 Volume Right 0 0 17 0 0 0 12 cSH 1700 1700 1700 377 1700 1700 346 oium_e to Capacity 0.55 0.55 0.01 0.03 - Queue Length 95th (ft) 0 0 0 3 ;Control Delay (s) 0.0 0.0 0.0 14.9 Lane LOS B pproach Delay (s) 0.0 0.2 Approach LOS Average Delay 0.2 Intersection Capacity Utilization 56.4% Analysis Period (minj__ i 15 0.37 0.37 0.07 0 0 _6 18.9 C 18.9 - C ICU Level of Service B DN Traffic Consultants Synchro 7 - Light: Report GAN Page 1 Cedar River Station 2014 w/Project PM Peak SR 169th - Maple Valley Hi hwa 1149th Ave SE July 2012 Lane Confit orations tt _ ume (vph) 15 1658 8 8 1118 18 12 0 10 15 0 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 otal Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4, Lane Util. Factor _ 1.00 _ 0.95 1.00 0.95 1.00 1.00 1.00 1.0_0 r b, ed/l es -1.00 1.00 1.00 1.00 - 1.00 0.96 1.00 0-98 FI b,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 rt 1.00 1.00 1.00 1.00 9.00 0.85 1.00 0.85 At Protected 0.95 1.00 0,95 1.00 0.95 1.00 0.95 1.00 atd- Flow (prot) 1805 3469 1803 3496 1641 1415 1687 _147 Flt Permitted 1.00 0.95 1.00 0.95 1.00 0.95 1.00 W 8atd. Flow(perm) _0.95 1805 3469 _ 1803 3496 1641 1415 1687 147 Peak -hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.58 0.58 0.58 0.57 0.57 0.57 �dj. Flow (vph) 17 1842 9 9 1229 20 21 0 17 26 0 i RTOR Reduction vph 0 0 0 0 1 0 0 0 14 0 0 16 ane Group Flow (vph 17 1851 0 9 1248 0 0 21 3 0 26 3 Confl. Peds. #Ihr 5 5 - 5 5 5 5 5 - Heavy Vehicles %0 0% 4% 0% _5 0% ^ 3% 0% 10% 10% 10% 7% 7% 7°/a Turn Type Prot Prot Split Perm Split .Perm �rotected Phases 7 4 3 8 2 2 6 6 Permitted Phases 2 6 �Ac� tuated Green, G (s) 2.D 55.4 0.8 54.2 V.3-17-3 16.1 16,1 Effective Green, g (s) 2.0 55.4 0.8 54.2 17.3 17.3 16.1 16.1 Actuated g!C Ratio 0.02 0.51 0.01 0.50 0.16 0.16 0.15 0.1 Clearance Times 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 ehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3. Lane Grp Cap(vph) _ 34 1786 13 1761 264 T 228 252 221 Ws Ratio Prot c0.01 c0.53 0.00 0,36 c0.01 c0.02 yfs Ratio Perm 0.00 0.00 v!c Ratio 0.50 1.04 0.69 _ 0.71 0.08 0.01 0.10 0.01' Uniform Delay, d1 52.3 26.1 53.3 20.6 38.4 _ 38.0 39.5 39.0 Pra cession Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 A0. Incremental Delay, d2 11.1 31.3 96.3 1.3 0.6 0.1 0.8 0.1 Dela s 63.4 57.4 149.6 21.9 39.0 38.1 40_.3 Level of Service E E F C D D D D broach Delay_ (s) 57.4 22.8 -^ 38.6 39.8 Approach LOS E C - - -- D D HCM Average Control Delay 43.4 HCM Level of Service D CM Valume to Capacity ratio 0.65 Actuated Cycle Length (s) 107.6 Sum of lost time (s) 13.5 ;:Intersection Capacity Utilization 84.0% ICU Level of Service -.E--- Analysis Period (min Analysis 15 c Critical Lane Group DN Traffic Consultants Synchro 7 - Light: Report GAN Page 1 Cedar River Station 2014 w/Project PM Peak SR 169th - Maple Valley Highway/152nd Ave SE July 2012 4.,. \jo. Lane Configurations Prot tt r Prot tt- F 1 1 __ Perm . T F -h) pvphpl 4146 1153 119 8 391 101 103 54 15 272 61 62� dealFlow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 _ otal Lost time (s) 4.5 4.5 4,5 4.5 4.5 4.5 4.5 4.5 23.7 4.5 4.5 4.5 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1,00 0.45 1.00 1,00 1.00 rrpb, pedlbikes 1.00 1.00 0.95 1.00 1.00 0,95 1.00 0.99 4.5 1.00 1.00 0-9 Flpb, pedlbikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 3.0 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0-85 Y 1.00 0.97 688 1.00 1.00 0.8 Flt Protected 0.95 1.00 1.00 0,95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 atd. Flow (prat) 1752 3505 1492 1710 3438 1464 1770 1785 1752 1845 1522 Flt Permitted_ 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.20 0.95 1.00 1.00 atd. Flow(perm) 1752 3505 1492 1710 3438 1464 1770 1785 38.5 1752 1845 152 Peak -hour factor, PHF 0.96 0.96 0.96 0.90 0.90 0.90 0.91 0.91 0.91 0.92 0.92 0.92 Ldi. Flow (vph) 465 1201 124 - 9 434 112 113 59 16 296 66 67 RTOR Reduction (vph) 0 0 65 0 0 90 0 11 0 0 0 388 Lane Group Flow v h 465 1201 59 9 434 22 113 64 _ 0 296 66 28 Cont[. Peds. (#Ihr) 10 10 10 53.2 10 10 D 10 10 10 Meavy Vehicles M 3% 3% 30% 5% 5% 5% 2% 2% 2% 3% 3% 31/ T e Prot Perm Prot _ -- Perm Prot Prot Perm . �rn tected Phases 7 4 3 8 5 2 1 - _ Permitted Phases - 4 8 6 Actuated Green, G (s) 23.7 41.4 41.4 0.8 18.5 18.5 6.7 16.8 15.5 25.6 25, Effective Green, s 23.7 41.4 41.4 0.8 18.5 18.5 6.7 16.8 15.5 25.6 25.6 ActuatedICg Ratio 0.26 0.45 0.45 0.01 0.20 0.20 0.07 0.18 0.17 0.28 0A2 _ Clearance Time (s) 4.5 4.5 4.5 4,5 4.5 4.5 4.5 4.5 - 4.5 4.5 4,5 Vehicle Extensions 3.0 _ 3.0 3.0 3.0 3.6 3.0 3.0 3.0 3.0 3,0 3. Lane Grp Cap (vphj 449 1569 668 15 688 293 128 324 294 511 421 - Ws Ratio Prot c0.27 c0.34 0.01 0.13 0.06 0.04 _ c0.17 0.04 Ws Ratio Perm 0.04 0.02 c0.19 !c Ratio 1.04 0.77 0.09 0.60 0.63 0.08 0.88 0.20 1.01 0.13 0.69, Uniform Delay, d1 34.4 21.514.7 45.7 33.9 30.1 42.5 32.1 38.5 25.1 29.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.0 Incremental Dela , d2 52.0 2.3 0.1 52.9 1.9 0.1 45.8 1.4 54.2 0,5 8.7 Dela s 86.4 23.8 14.8 98.6 35.8 30.2 88._3 33.5 92.7 25.6 38. - Level of Service F C B F D C F C F C D Approach Dela s) 39.4 35.7 66.5 53.2 Approach LOS D D E D HCM Average Control Delay 44.2 HCM Level of Service D GM Volume to Capacity ratio 0.83 Actuated Cycle Length s 92.5 Sum of lost time (s) 9.0 !Intersection Capacity Utilization 69.2% ICU Level of Service C Analysis Period (min) _ - - 15 -_ c Critical Lane Grou DN Traffic Consultants Synchro 7 -Light: Report GAN Page 1 Cedar River Station 2014 wlProject PM Peak SR 169th - Maple Valley Highwayll 61 st Ave SE July 2012 ON Traffic Consultants Synchro 7 -Light Report GAN Page 4 Lane Configurations tt r I 4t Volume (vehm) 1399 38 1 546 23 3 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.92 0.92 0.67 0.67 Hourly flow rate (vph) 1554 42 1 593 34 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL None Median storage veh) 2 Upstream signal (ft) 456 pX, platoon unblocked 0.71 0.71 0.71 vC, conflicting volume 1597 1853 777 vC1, stage 1 conf vol 1554 vC2, stage 2 conf vol 299 vCu, unblocked vol 1029 1389 0 tC, single (s) 4.2 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 100 85 99 cM capacity (vehlh) 465 223 772 Volume Total 777 777 42 1 297 297 39 Volume Left 0 0 0 1 0 0 34 Volume Right 0 0 42 0 0 0 4 cSH 1700 1700 1700 465 1700 1700 243 Volume to Capacity 0.46 0.46 0.02 0.00 0.17 0.17 0.16 Queue Length 95th (ft) 0 0 0 0 0 0 14 Control Delay (s) OA 0.0 0.0 12.8 0.0 0.0 22.6 Lane LOS B C Approach Delay (s) 0.0 0.0 22.6 Approach LOS C 0.4 Average Delay Intersection Capacity Utilization 53.0% ICU Level of Service A Analysis Period (min) 15 ON Traffic Consultants Synchro 7 -Light Report GAN Page 4 Cedar River Station 2014 w/Project PM Peak SR 169th - Maple Valley Highway/Site Access July 2012 DN Traffic Consultants Syrnchro 7 - Light: Report GAN Page 1 Lane Configurations tt r I t ) Volume (vehlh) 1424 38 11 477 23 11 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.96 0.96 0.90 0.90 0.91 0.91 Hourly flow rate (vph) 1483 40 12 530 25 12 Pedestrians Lane Width (ft) Walking Speed (flls) Percent Blockage Right turn flare (veh) 4 Median type None None Median storage veh) Upstream signal (ft) 196 260 pX, platoon unblocked 0.71 0.71 0.71 vC, conflicting volume 1523 1773 742 vC1, stage 1 eonf vol vC2, stage 2 eonf vol vCu, unblocked vol 921 1273 0 tC, single (s) 4.2 6.8 6.9 IC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 98 77 98 cM capacity (veh/h) 511 110 770 Volume Total 742 742 40 12 265 265 37 Volume Left 0 0 0 12 0 0 25 Volume Right 0 0 40 0 0 0 12 cSH 1700 1700 1700 511 1700 1700 163 Volume to Capacity 0.44 0.44 0.02 0.02 0.16 0.16 0.23 Queue Length 95th (ft) 0 0 0 2 0 0 21 Control Delay (s) 0.0 0.0 0.0 12.2 0.0 0.0 34.9 Lane LOS B D Approach Delay (s) 0.0 0.3 34.9 Approach LOS D � Average Delay 0.7 Intersection Capacity Utilization 49.4% ICU Level of Service A Analysis Period (min) 15 DN Traffic Consultants Syrnchro 7 - Light: Report GAN Page 1 Cedar River Station 2014 w/Project PM Peak 152nd Ave SE/Site Access July 2012 Lane Configurations V '+ I It olume (vehlh) 11 67 99 11 54 134 _ Sign Control Stop Free Free -_ ,Grade 0% 0% -._... 0% Peak Hour Factor 0.90 0.90 0.91 0.91 0.92 0.92 ourly flow rate (vph) 12 74 109 12 59 146 -� Pedestrians _ Lane Width (ft) Walking Speed (ft/s) - �ercent BlockageRight turn flare veh Median type None None Median storage veh) Opstream signal (ft) 296 ?(, platoon unblocked C, conflicting volume 378 115 121 vC1, stage 1 canf vol yC2, stage 2 conf vol I vCu, unblocked vol 378 115 121 C,sin Ice (s) 6.4 6.2 - 4.1 --- - tC, 2 stage (s) - tF (s) 3.5 3.3 2.2 p0 queue free % 98 92 96 M capacity veh/h) 593 930 1460 - - Volume Total 146 - 87 121 59 — Volume Left 12 0 - 59 0 olume-Right 74 12 0 0 - --_ cSH 861 1700 1460 1700 olume to Ca aci 0.10 0.07 0.04 0.09 Queue Length 95th (ft) 8 0 3 0 ontrol Delay (s) 9.7 0.0 7.6 0.0 _ Lane LOS A A �pproach Dela s 9.7 0.0 2.2 Approach LOS A AM Average Delay 3.1 Intersection Capacity Utilization 21.1% ICU Level of Service A Analysis Period (min) 15 DN Traffic Consultants Synchro 7 - Light: Report GAN Page 1 CEDAR RIVER STATION PRELIMINARY TECHNICAL INFORMATION REPORT NOVEMBER 12, 2012 Prepared for Cedar River Station, LLC 15215 SE 272"d Street, Suite 201 Kent, WA 98042 5ubmifted by ESM Consulting Engineers, LLC 181 South 333 Id Street, Building C, Suite 210 Federal Way, WA 98003 oaf Rer'ton ,�� 253.838.6113 tel 263.838.7104 fax www.esmcivil.com Job No. 1320-005-008 TABLE OF CONTENTS 1 _ Project Overview........................................................................... 1-1 2. Conditions and Requirements Summary ....................................... 2-1 3. Offsite Analysis.............................................................................. 3-1 4. Flow Control and Water Quality Facility Analysis and Design ........ 4-1 5. Conveyance System Analysis and Design ..................................... 5-1 6. Special Reports and Studies......................................................... 6-1 7. Other Permits................................................................................ 7-1 8. CSWPPP Analysis and Design ...................................................... 8-1 9. Bond Quantities, Facility Summaries, and Declaration of Covenant 9-1 10. Operations and Maintenance Manual ............................................ 10-1 Figures 1.1 TIR Worksheet.............................................................................. 1-2 1.2 Site Location.................................................................................. 1-3 1.3 Drainage Basin.............................................................................. 1-4 1.4 SCS Soils Surrey Map.................................................................. 1-5 4.1 Existing Hydrology Map.................................................................. 4-3 4.2 Developed Hydrology Map............................................................. 4-4 Tables 4.1 Developed Land Use..................................................................... 4-1 4.2 Volume Summary........................................................................... 4-2 Appendices • Appendix A — Offsite Analysis System Table, Offsite Analysis Photos • Appendix B — KCRTS Output • Appendix C — Geotechnical Reports • Appendix D — Drainage Complaints and Map n s • • 1. PROJECT OVERVIEW The Cedar River Station project is a proposal to construct 3 commercial buildings on one parcel and a future fuel station on a second parcel, totaling approximately 3 acres. The project is located in Renton, within Unincorporated King County, Washington. The first parcel (King County parcel identification number 23230-59210) is 1.47 acres located at 15221 SE Maple Valley Road. The second parcel (King County parcel identification number 23230-59211) is 1.55 acres, with no address listed. This project is situated in the SW % of Section 23, Township 23 North, Range 5 East, W.M., King County. Please . see Figure 1.2 for a vicinity map. i The proposed project is located in the Lower Cedar River King County Drainage Basin (WRIA #8) within the Cedar River—Lake Washington watershed. The existing property is nearly flat without much slope across the site. Both parcels are currently undeveloped S consisting of mowed field grass. To the south, east, and west are previously developed properties. The Aqua Barn Apartments lie to the south, the Emerald Crest mobile home i park lies to the east, and the New Life Church of Renton lies to the west. 0 The onsite soils are mapped as Alluvium (Qal) according to the Geologic Map of King i County, Washington and the geotechnical report. This soil is in classification group "D" with high runoff potential according to Table 3.2.213 of the King County Storm Water 0 Design Manual (Manual). See figure 1.4 for a soils map. Please see Appendix C for the Geotechnical Engineering Study prepared by Earth Consulting Incorporated, dated October 1, 2007 and the Geotechnical Study Verification letter prepared by Earth i Solutions NW, LLC, dated October 19, 2012. i The site will be accessed by an entrance off of SE Maple Valley Road and another entrance off of 152"d Avenue. The developed basin will be similar in size to the existing drainage basin. Stormwater runoff will be collected in catch basins and conveyed in a piped conveyance system to a stormwater water quality and detention vault. The developed site runoff will be released into an existing catch basin along SE Maple Valley Road (SR -169) and travel along a pipe/ditch conveyance system until runoff enters Cedar River a couple miles downstream. See Section 3 for a downstream analysis. i • • Figure 1.1 TIR Worksheet will be included with the final engineering submittal. 1-2 JOB NO. 1320-005-008 DATE : DRAWING NAME EN -05 DRAWN ; CONSULTING ENGINEERS LL a I* II ` MAUL MY (23M M-8113 www.esmcivil.com Civil Engineeringj Land Surveying Lurid m d "onng Public Warke I Project Management l landscape Architecture 03-18-08 BML DRAINAGE BASIN FIGURE 1.3 IF11 Source: Geologic Map of King County, Washington mwmpkdal D w alta (Notarrrma) [] Qi- F'- mp-u %:--.J m - MGmw ww Qm - AbAlm a-Arulrlpm =Q"-Dderammw Qmme - MAN Yramalgm dm moll _ Qam-cocaola mun" Q Olt- Lanasaae -F - e Depodh of Finau 610dad m jftkWa ma) Q a -man n poalla 0K-vmbmmcm0wammR*WIN . ; can - A maga-O w depommm� - vemhamr aloes lanealm+m rtapams Q aw- wow nd owoeaa Q Qetc - vm me Voraommr C*ww-pwmd Mmuswo cp. Pest ®Qwc - vete m toe wahw ar-0mIe Q0-Lalmdepomaa ;-..:am-vmlrammacmkmwmnwmmYetaadvGdt5 Q Qm - ammmchCmpos� v Q,d - %%oh mm mreaaaa onpa+la 0 ON • tleah eepmlt MWed 0 (him -vamaurm fOe`Oomaad dept 110 Q<w-tta4ditPwh QWe-Mmhamtoe-owdad4es, ft,eMw JOB NO. 1320-005-008 DATE : 03-18-08 DRAWING NAME EN -02 DRAWN BML CONSU TING ENGINEERS LI -C 20021 th Avenue N12 Suite 10303 1 1* Y 0 I 1 4vI SOILS MAP Bothell, WA 98011-8248 "mm MY 63a-tt11S ,� 411"8-0FIGURE 1.4 www.es a,� mcivil.com ME a"10a-S PIANO works rks l LP Ma- iwgeiment La I a pe Arrehheature 2-1 Core Requirement No. 3 Flow Control The proposed site improvements will introduce more than 5,000 square feet of new i impervious surface area; therefore an onsite stormwater flow control system is required. i Level 2 conservation flow control will be used. See the flow control application map in Section 4. i 2. CONDITIONS AND REQUIREMENTS SUMMARY Core Requirement No. 4 Conveyance System i Review of Eight Core Requirements and Five Special Requirements The following comments are a review of the Core and Special Requirements per the 2009 King County Surface Water Drainage Manual (KCSWDM): Core Requirement No. 1 Discharge at the Natural Location The existing property is nearly flat without much slope across the site. Both parcels are currently undeveloped consisting of mowed field grass. Currently runoff sheet flows to the boundaries and flows around to the northwest corner of the site then crosses 152"" Avenue SE to the west and continue towards Cedar River. Post -developed flows will be released from the control facility on the site and connect to an existing catch basin on . the northwest corner of the site before crossing 152"4 Avenue SE. See Appendix A for a downstream map and Figure 4.1 in section 4 for an existing hydrology map. Core Requirement No. 7 Financial Guarantees and Liability i Core Requirement No. 2 Offsite Analysis This submittal includes a Level 1 downstream analysis as described in the 2009 KCSWDM. See Section 3 of this report for a descriptive narrative of the downstream • conditions. 2-1 Core Requirement No. 3 Flow Control The proposed site improvements will introduce more than 5,000 square feet of new impervious surface area; therefore an onsite stormwater flow control system is required. Level 2 conservation flow control will be used. See the flow control application map in Section 4. i Core Requirement No. 4 Conveyance System The conveyance system will be designed with sufficient capacity to convey and contain the 25 and 100 -year 24 hour storm events without overtopping. A detailed analysis of the conveyance system will be included with the final engineering submittal. Core Requirement No. 5 Erosion and Sediment Control Proposed erosion and sedimentation control measures will be designed in accordance with criteria set forth in the 2009 KCSWDM. Erosion and Sediment Control plan will be included with the final engineering submittal. Core Requirement No. 6 Maintenance and Operations The Maintenance and Operation Manual will be included with the final engineering submittal Core Requirement No. 7 Financial Guarantees and Liability The King County Bond Quantities Worksheet and facility worksheet will be included with the final engineering submittal. • Core Requirement No. 8 Water Quality The developed site requires basic water quality treatment, which will be achieved within the stormwater water quality and detention vault. 2-1 Special Requirement No. 1 Other Adopted Area Specific Requirements This project lies within the Lower Cedar River Drainage Basin. No other adopted area specific requirements pertain to this property. Special Requirement No. 2 Floodplain/Floodway Delineation There is no 100 -year floodplain that is related to a large body of water, i.e. lake or stream, on the site. This special requirement is not applicable. Special Requirement No. 3 Flood Protection Facilities This requirement does not apply since the project is outside any defined floodpiains. Special Requirement No. 4 Source Controls Water quality source controls prevent rainfall and runoff from coming into contact with pollutants, thereby reducing the likelihood that pollutants will enter public waterways and violate water quality standards. A stormwater vault will be used for water quality treatment of runoff from the paved surfaces subject to vehicular traffic, prior to discharge into the existing conveyance system along SE Maple Valley Road. Applicable source control will be provided per the King County Stormwater Pollution Prevention Manual and King County Code 9.12. Special Requirement No. 5 Oil Control The proposed Preliminary Plat is a commercial site. The project's average daily traffic is expected to be less than 100 vehicles per 1000sf of building per the Traffic Impact Analysis. Petroleum storage is not anticipated, and storage of diesel fleet vehicles will not be present on the project site. This does not qualify the site as high use per the Manual. Therefore, Oil Control will not be required for this project. 2-2 3. OFFSITE ANALYSIS The following Level 1 downstream analysis reviews the drainage system a quarter mile (1,320 feet) downstream of the site. The five tasks outlined under this review are: Task 1 — Study Area Definition and Maps Task 2 — Resource Review Task 3 —Field Inspection Task 4 — Drainage System Description and Problem Descriptions Task 5 -- Mitigation Task 1. Study Area Definition and Maps The project is located within the Lower Cedar River drainage basin. The drainage study area is approximately a one quarter mile long path encompassing the site's downstream corridor. See Appendix A for a topographic map of the site and a map of the basin study area. The site is undeveloped surrounded by SE Maple Valley Road to the north and 152nd Avenue SE to the west, with apartments to the south, a mobile home park to the east, and a church to the west. Task 2. Resource Review The following resources have been reviewed for the downstream analysis: Adopted basin plans • The site is located in the Lower Cedar River drainage basin (WRIA #8). Sensitive Areas Folio (See Appendix A for a Sensitive Areas Map) + Wetlands — None mapped + Streams and 100 -Year Floodplains — No apparent streams for floodplains. + Erosion Hazard Areas — None mapped • Landslide Hazard Areas — A Landslide Hazard area has been mapped for this area. However the downstream path of the natural discharge point does not appear to drain over erodible soils with slopes steeper than 15%. + Seismic Hazard Areas — None mapped • Coal Mine Hazard Areas — None mapped. Drainage complaints and studies King County — There are record of downstream and upstream drainage complains in the area of the proposed plat. A table and map of these are included in Appendix D. None of the complaints are currently open U. S. Department of Agriculture, King County Soils Survey * The soils are mapped as Alluvium (Qal). Alluvium is described as moderately sorted deposits of cobble gravel, pebbly sand, and sandy silt along major rivers and stream channels. See figure 1.4 for a soils map. Wetlands Inventory Map + Wetlands — There are no mapped wetlands on the site Erosion Hazard and Landslide Hazard Area Map + There are no known erosion and landslide hazard areas onsite. a Flow Control Applications Map • The site is located in a Level 2 conservation flow control area per the Flow Control Applications Map. Water Quality Applications Map • The site is located in the Basic water quality treatment area per the Water Quality Applications Map. Task 3. Field Inspection A site reconnaissance was originally performed on February 4, 2008 for the purpose of analyzing the proposed project site and its upstream and downstream corridors. The weather conditions were dry, 45 degrees Fahrenheit, and partly -sunny. Please see Appendix A for downstream reach locations. We believe that the upstream and downstream corridors have not changed significantly since this date and this visit is still appropriate for the purpose of the Level 1 downstream analysis. Upstream Analysis. Upstream runoff is anticipated to exist south of the project site from the Aqua Bam Apartments and east of the project along the south side of Maple Valley Road. Runoff from the Aqua Bam apartments is directed to an existing conveyance system along the east side of 152nd Avenue SE. Runoff from the east along the south side Maple Valley Road is conveyed by a large ditch. An 18" stormdrain pipe picks up runoff from the drainage ditch and joins up with the existing conveyance system along 152d Avenue SE at the corner of Maple Valley Road (SR 159) and 152"d Avenue SE. Upstream Ditch: Existing drainage looking to the west on the north boundary of the project along Maple Valley Road. Drainage ditch conveys runoff from the southern half of Maple Valley Road 3-2 Downstream Analysis: Runoff from the site gradually sheet flows through mowed pasture to the boundary edges of the site flows by shallow swales to the northwest corner of the property. Slopes across the site range between 1 and 5 percent. Project Location: Existing site conditions, looking from the northeast corner of the project site towards the southwest corner. Reach 1 D —140' Runoff from the site is intercepted by drainage ditch sloping west at the corner of 152nd Avenue SE and SR -169. An 18" Stormdrain pipe picks up the runoff where it joins with flow and 152nd Avenue SE and is conveyed under 152nd Avenue to the west side. No flow was observed at the time of visit. Discharge from proposed developed project will connect to the existing conveyance system at the corner of 152nd Avenue SE and SR - 169. 3-3 :SE Reach 2 140 — 815' A grassy channel continues to carry runoff south along SR -169. The channel is approximately 6' wide on top, 3' wide on the bottom, with 3:1 side slopes. Standing water was observed in portions of the channel. Reach 2: Grassy channel along SR -169 Reach 3 515 -- 640' Runoff at the end of the grassy Channel is picked up by a 18" SD culvert and conveyed to Madsen Creek along SR -169. Culvert is shown on WSDOT as -built plans but appears to be buried and cannot be seen in the photo. Reach 3: End of grassy swale along SR -196 looking west. Estimated location of 1W culvert. 3-4 Reach 4 600 - 1050' Reach 5 1050-1140' Reach 6 1140-1300' Reach 7 Madsen Creek, a meandering stream, continues to carry runoff west along SR -169. The stream contained flowing water approximately 2 feet in depth. The stream appeared to be in good condition and is surrounded by trees and brush. Reach 4: Madsen Creek along SR -169 Arch Culverts, 24" x 33" CMP, pick up Madsen creek and convey flow northwest towards SR -169 The arch culvert then opens up to a constructed ditch along SR -169_ The ditch is approximately 3 feet wide and feet deep with observed water about 2 feet deep flowing through the ditch. Reach 6: Constructed ditch along SR -169 3-5 1300'-1435' Flow from the ditch flows through a reinforced concrete box (RCB) under SR -969 to the northern side of the road Reach 7: Reinforced concrete box under 5R-969 Reach 8 > 1435' After flow reaches the northern side of the SR -169, it continues down approximately a half mile until it drains into Cedar River. 3-6 Task 4. Drainage System Description and Problem Descriptions During the site visit, there did not appear to be any problems with the offsite drainage system except of the potentially buried culvert end along SR -169. However there did not appear to be any backed up runoff at this location. The drainage complaints were also analyzed for this report and are included in Appendix D. The drainage complaints were originally reviewed in 2008, soon after the site reconnaissance on February 4, 2008. Since over 4 years have passed, an additional list of drainage complaints was obtained. None of the drainage complaints are open or applicable to the project site. The proposed development should not have adverse affects on the existing downstream flow path because the complaints were either regarding maintenance or were not at or downstream of the project site. Task S. Mitigation of Existing or Potential Problems There does not appear to be any existing or potential problems (other than standard maintenance of the drainage system) associated the site. The site will have conservation flow control, which will restrict the flow of the 2- year release to 50% of the pre - developed site. 3-7 • • • • 4. FLOW CONTROL AND WATER QUALITY ANALYSIS AND DESIGN • The stormwater detention and water quality facilities were designed in accordance with the 2009 KCSWDM. The site is required to have Level 2 conservation flow control based on the Flow Control Applications Map. The site requires Basic water quality treatment i based on the Water Quality Applications Map. Existing Site Hydrology (Part A) The existing project site encompasses 3.02 acres and currently undeveloped consisting of mowed field grasses. The NRCS soils map, Figure 1.4, shows that the site contains Puyallup fine sandy loam. The 3.02 acre pre -developed area was modeled as till forest using KCRTS to determine the respective pre -developed runoff amounts. Please refer to Figure 4.1 in section 4 for an existing hydrology map. Developed Site Hydrology (Part B) The area disturbed) for the proposed development is 3.14 acres, including frontage improvements along SR -169 and two driveway entrances. Of the 3.14 acres, 0.19 acres of impervious area and 0.50 acres of landscaped area will bypass to the existing conveyance system, leaving a remaining basin area of 2.45 acres. These areas will bypass the stormwater water quality and detention vault because of the existing topography on and adjacent to the site. However, the proposed developed basin will include the bypass impervious area (2.46 acres + 0.19 acres = 2.64 acres); in order to over detain and over treat in the stormwater vault to compensate for the bypassed area. The developed basin will contain 3 proposed and 1 future buildings with associated parking. The respective impervious and pervious were determined based on the proposed site plan. Including the bypassed area, the proposed development will be 78% impervious of the 3.02 acre property. See Figure 4.2 for a developed hydrology map. Table 4.1 Developed Land Use Land Use =. sti Area; Ac Disturbed Area 3.14 Property Area 3.02 Bypass Landscape Area 0.50 Bypass Impervious Area 0.19 Basin Area* 2.64 Rooftop Area 0.67 Pa ing Area 1.61 Basin Impervious Area* 2.48 Basin Landscape Area 0.16 *includes bypass impervious area Performance Standards (Part C) The site requires Level 2 conservation flow control. This requires that the developed site discharge match predeveloped discharge rates from 50% of the 2 -year peak flow up to the full 50 -year peak flow. 4-1 The conveyance system capacity standards require that the new piped system convey and contain the 25 -year peak flows and that the 100 -year runoff does not create a severe flooding or erosion problem. The conveyance analysis will be completed in Section 5 of this report during final engineering. Flow Control System (Part D) The detention portion of the stormwater vault was designed under Section 5.3.3.1 of the 2009 KCSWDM to provide adequate volume to discharge flow under the Level 2 conservation flow control conditions. The facility was sized according to HSPF methodology using King County Runoff Time Series (KCRTS) software. The KCRTS output is presented in Appendix B of this report. The stormwater vault will have a primary control structure designed to discharge stormwater per Level 2 conservation flow control requirements, the flow control system utilizes a flow-restrictor tee with multiple orifices. The detention portion of the facility requires a minimum volume of 45,486 cubic feet. An approximate 7% safety factor has been added to this volume for a total of 48,600 cubic feet. Further detail of this facility is shown below in Table 4.2 and will be provided with the final engineering submittal. Water Quality System (Part E) The proposed water quality treatment for the Cedar River Station project will be provided within the stormwater vault. The water quality portion of the facility requires a minimum volume of 11,619 cubic feet. An approximate 5% safety factor has been added to this volume for a total of 12,240 cubic feet. Further detail of this facility is shown below in Table 4.2 and will be provided with the final engineering submittal. TABLE 4.2 Volume Summary 4-2 VAULT MODEL PROVIDED POND FUNCTION STORAGE DIMENSIONS VAULT VAULT INTERVAL{.� VOLUME VOLUME cu. ft. cu. ft. Water Quality 103.50-107.00 60x51 x4 11,619 12,240 Detention 104.00-108.50 60x180x4.5 45,486 48,600 Freeboard 108.50-109.00 1- 4-2 IotSM_C3�\WORKINGS\1320D05006\6rowi•\P•Files Exhlblts\•04 • • • • • • • djlo/LVVo -,:Jo NM riuuvu Gy: orvnuon LvuGRS U7 1 . �.! F, F Co CA �A 41 �0_ nn0 4PS II c t + s L- U— CD m L- U :., — 0 a000ls ,y - � NN�N m m,�aLn 'bGo- Co13 c° II p 140 0— If 1 r LA Z Tri ✓ }// If fl o mr ai V7 N 1 r Z r r } i 4 - tjrr r I r O iA r 22 m m m m rnU" �r+ � �I f j � c g z f Jrj ED Ln p f1 r rr 1� W / N ML4 0 0 cc U O f I m p If O DU jP 2 i � r+ 0� j 2 C7 I Z 0O !f f Z r f 1! iz_ � +'rZIP r D I�' + T 0 (n ` rr ED J r r - / 4. C -n fn lli d noir om r M !� f t,,C DMW1Nc: aw-0+ ti S TING ENGINEE-RS LLC Figure 4.1 FMX NL WAY (457) &W-6113 www.esmcivil.com Civil Engineering Land Surveying Land Planning Cedar River S t at i o n Public Works I Project Management I Landscape Arch@ecture JOB NO, 1340--006-m DATE: 03-15-4006 EXISTING HYDROLOGY MAF DRAWN: M& SHEET 1 OF 1 0 19 7Z C) Tj 9 pW 0 I, i CIOW U Q 0) r 0 Q W T Q D 0 w U) U) a CO dEfGt���c�tod'atit� Q-:14073/13 .9 4-pin6? L± r If I' UJ J r U Z CL Z O 1 W¢LU 4 P. f I 1ff f fr ❑��F oQN^g: Qfl �o r Z) o� I11fI11f11 1� f L WOR O 3 w 4 L �1 MY f 36 3nN3AV ❑NZSL x U UJ 1 S, mss Lr W 1411111 ? L : ..Q, 4 L �1 MY f 36 3nN3AV ❑NZSL x U d Wl 0 w w sv' j d Wl 0 w w 5. CONVEYANCE ANALYSIS AND DESIGN This section will be complete with the final storm drainage report prepared as part of the final engineering submittal following preliminary plat approval. 5-1 6. SPECIAL REPORTS AND STUDIES Additional special reports and studies used in developing the Cedar River Station project include the following: Geotechnical Report The Geotechnical Engineering Study has been prepared by Earth Consulting Incorporated and is dated October 1, 2007. Furthermore, a Geotechnical Study Verification letter was prepared by Earth Solutions NW, LLC and is dated dated October 19, 2012. Both are included in Appendix C. Technical Information Report The technical information report prepared by Barghausen for the proposed ARCO AM/PM Facility dated January 24, 2003. (Originally to be constructed on the Cedar River Station project site). 6-1 7. OTHER PERMITS No other permits were done at the time of this report. 7-1 8. CSWPPP ANALYSIS AND DESIGN This section will be complete with the final storm drainage report prepared as part of the final engineering submittal following preliminary plat approval. 8-1 9. BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT This section will be complete with the final storm drainage report prepared as part of the final engineering submittal following preliminary plat approval. 9-1 90. OPERATIONS AND MAINTENANCE MANUAL This section will be complete with the final storm drainage report prepared as part of the final engineering submittal following preliminary plat approval. 10-1 APPENDIX A Offsite Analysis Drainage System Table And Maps m a) a n L V 0 L C o � t I a CC y mz 0 z 0 C M a C a Z C o Z C 0 Z C Z C Z i fi pi 3 O � � c U� -•C mZ z � Z c Z C Z c Z C Z pJy W = 4 L l� y 4D 0 d c V a =� C03 E 0Zw s U� a o N Q , in ID U On Cf} ,y Cm �, T� t U E m O ON O ) 5" d o m m CO s 7 Z cv to cm C G �' If H m m m o C om° Off ti O y v U U V3 t c Q1 m m N U U L V q t['1 <O f+ cp In CID ca i" m ap RAA777 It /h h� rr r. RA �F ala IAA 17, 14.. - .� � ! i`'tt''s- pp��W s'•Y' r � L`4,yF.1r 4 � �� r,.. n w 7Bf1... Ceurj� on Tie map hm bmO'acmpi %rn e:. vt �sarn:da at d,is 9 it +nakR�p na iapreseeiTettansorazpre m I ' m to - fz ft use: ui ce: �g I ZTtfs naxnentis r at kderded f� use a s�cve t"aq �r^Ptetaness: Gmeld ess, cu to usek ct Such rafamlai111 E hridlttdtsd y'pla4ubt.Cau7tty�iallgc�t,6aGa6ia.ioranygenaral,sPeaal,ncidental,arcarssequentia�!y' �w tls "PrwtBd *�s Qrk�t resuttYng;#r4m H a use x snlsuse at the mfnrtn on en this map Arty sale af: t � map or �i tan 14&�BP � r?mhr �x39fK by wnttelt parnnssiurtaiiCrtt9't� � � w. ►,v .bs�--Ivw20G8 Y''. t ,,Jp!1& '. `1k'tA?-_.PmpeRy�41o[nnatinn j►.!itp' 'A'!rrhgknic�,9g118CiS�l AP1 845.. �L eaL �A J NS -P Aell � r y x R42 R-12 r o a�as� qrl lies map. a5. erz'ooinplied - Ifilt7y'Crr)y�,{y slafi from a variety of sntuees and 16 suLjed to change %ilhaut notice. iGrng Colin teiak86 na ons Ori Wanar tle 5 e X. or htplied as t0 accuracy, armpletarscss, ftmsi r ess, or ig!rts to the use of such Inforrnattgn. '6119 1tt 3e Yded iqc us¢ ase sdfvey product XirCoutt[y siutfl not lie liabie tar any general, special, indireek vtoidenla, a car'.sequanitat a - daana�Be lndl>ding but tral:frsated l4 k>St ravarluert or3asf plo reaukftt from thr Cly Isbse of the iitf=ttluv wntained on tKs map. Any sale of �/: t6nleP#>f n7�ott-q±� d6 r»�is prf�dibit6d aRaeC+ihY Wlittsly o.44e!...rying snooty.. - _ Ki i)sie:9tl9i�i8 �' S,lnM-Krtg County WAP-�rop2lty_1n5om ti¢n{hgP�hti^i4vl�.mstmdec.grnrrGiSfiiAAP} - - - - :.� av WIMM * F-WrIK ( t 71 e. .y . cu"' RV, The rritarm"a a, a -on MtFs map h ' . *.arNakrI ng Courdq;ala F fmm a:vadr:ty of aaaroes and.Is suYrject '10,, change without notice. ls;jng Cdurrty riialr95 no repre9er tat7ons 9Y K&Tailtlt�, express Of mpHed, ss to accuracy compla naso, timelir eas or rights 16 tha ll6E Of such it tomration- th�s docurnotn is noF iritended inr'ttse as a my product, Kirin County shat) not he liadls far any geneeai spacial ind reG inc den>ai, pr wr sequential s damages fr> tng� i�ut trot'IinUtetl'hq, bsl Eeveelles a fost.�ro. is resulting fibre the us¢ or misuse of fhn infomtatiort cuntatnad ort this map, Any sale of �/"; c ` . ptii4 map ar minrms%ori'ar, th3a map m promwd P.Xmpt w wiitierr penidssinn of King: Y. - : - - u -Qet�:3ij91Zr308 - .� Sow'Ge: Kvpg Gounty iArgP - Prnpsriy InTu,malioh(http;fiyrrwr.�abditR.floa�Gl$AAAgP)- - . _ - .. rns. ream� R4 MV �o. =�.y��r �'y,��e�+�'CoLrSe 1,� :s �. Yc. �,�. � r° -#7 5• a.# r. ~ Plttli. •-. .4➢ •- .'� _ "rte-�-_..._'^�`.' - .''� Asa _ eF' �.,��. no IC mwn, i 0 447ft r [y pr�adarn�tiile ^sem }mss beeF' ooinFDed' g CaU dy fiam a varlerly of sauna and is azf to change wot# nndcs: King 'Kris daumiesx 1a rfaf g or implied, as m accuran". ramplgseriee[e 1imWinens, oe ri�hta 10 Hie use of sum inromariun. Mow fico ash ss a ei�rveyprodsraE. 1Grrg Cnra�ty shall Trot 6s hada br any general, aW,.u, ,,Ore t inddensal, or conseg�,enllal LQ .... damagr� fndirdl tn4 rot 1 t rhad 1e revenues or last prr>tRa nawRTngg f a rt iia uaa or mEause of the k inm ativn conishred on th s map. any gale ai #ds rtraF or dm,an J map Is Fid*b bed fay vni�arr pemdas4on nfKirlB grimy. KingC1L Gats 3119Y20M 6' 'sauna: King yfWWP qty hIbm bw (httPJ wwwllftkl guvlGt,S+1MAP) Apw. L10 189HSt 01 MONY i 00+96ti '1+1L 0 L --L- - 000000** f 010 13RkS 01 HUVVI 44 -tl4CI 'r1s 1 m f�m= � r w� f 4 LO f ! Alt ON N 1 1 y Y x 4 . / F 4 r 4' Pi h N Ol + A 1 fi + v t r ✓+ do A — W Vl Q 3 L --L- - 000000** f 010 13RkS 01 HUVVI 44 -tl4CI 'r1s 1 4 4 4 pje70H 461H T7 S:P.wn 40 ----- 800Z IZZ fuenuerco S� l4seus� •p 'alucoev4 N �NoM ulfgndlBuipjinpf6wuuBld sa3uuag JEDIU43GJLSV.'�HV UHVZVH OIVYSIEIS alR l J4 I1V,}' .u�!r 09L 0 R r E +.s f'i•h S• :�•ti.'.^.moi � ' �@ S � fY0[ 5 r _ J _ �•yl. - +. _ :. ;. `-.w C K sleR F x Rm s - - IS N� A a -•,k':.,14i - � x IRI E y # � ¢ ��. i. •,.. � � �� %P S '^ n .un s Irl h' Nr1 .! a aIn T L, � .r N� rptj S 6 VINII 1 Rrl � Y rRs b pRn x � y wr E e Ra E f x rNr A a f K .RIX q q Y 1Nri k I i f t '� d Y Nrl a n a ii NGl E a Ra Is 4 q ■ Mi � q NI _ <.Yr�� 4 ter•. _, ,. "i 11,.. rMr d "'x Yr•afa '+roax nVglL,s � f :� 6 n s r i N• � w Is rIF E n NN r q R rvs Y... �.. , `4n a a "r+} � � wa a >R p w � I �'4 a as s � - ; •,i '� YNal1E q NXlra � � k I�4 aNBIE __ •'� a MRI X ~ 6 Rr E r��'�5 , R P$ f ? Al Ar i (j (/ i "'t. y 777$$$ n wP #• L IN 71 £ xila - ti{I*C�,,..` .mr -6 'err" M -Y" i moi•-'�.� „ !t lC PNY A • ,° j°� ,s ran a # # 7 t .' ' ° "� x. �, a "x-- f � . z• ,+ ` s 9 f tl Nil E N L'+ail F n a_ VY Tr T •'P•` r-� 1+ -- r l vasa +v � b= Pa rr- " yy5s j -r--• I F� .,, l `� tr 3°Mr ]K �� K11ts G •� narlS S T i ri!I E a K Y r. T � II ,: �.y ` • 9 3 1� s"'• rI SaIr � �d a mu � � ,. %�, 'y }} - • :. .xa 1tt tt'n �1 a .�l NK � N� t�`" � — NA �rA !� KL i F;. 1 T ! N sl Mi21 VKiI S f �•;hr'�+~ S bVi A Yr �, ll b'µ - �.u,I' I N(lr1 1 rTil is rTA 5 - y v k..ell xlVu { � - ayB r S Swn S1 •�/ .� � II S 7 ��° 5 nU H K Y11 1 ,n r, Na Y � +► VIl a � r11 S i 6 Ns1 9 Nos a ❑ 5 -_-__--- ------ ! r Tin Rzr v N. PSN ��# xe ,� E ___ -- �- R Nq 31 Nq W V Y vie f tt 4N[ rc -- -- w'- 7/7 Is l Y I' - N i ty.m �L tr N f E r f + XrE s q O 7 nlWE q y � 4Bgj AjOA s.Pw!l u. yG� ® DM�An' w a pJDroH Ayuno� 9ka}f � e;ojapow �wnn�SW"S�u aa�l * APPENDIX B KCRTS Output Land Use Sursvr.-!sy I EZI i °_ £3 Area Till Fares# 3.02 acres; Till Pasture 0.00 acres; Till Grass 0.00 acres; i Outwash Forest 0.00 acres" Outwash Pasture 0.00 acres Outwash Grass 0.00 acres; i Wetland 0.00 acres) i Impervious 0.00 acres -Total --- 3.02 acres. Scale Factor: 1.00 Hourly Historic Time Series: PREABf I» Compute Time Series Modify User Input Add Command to EXEC file File for computed Time Series [.TSF] -- 0.034 45 1/07/98 11.00 Computed Peaks computed Peaks Computed Peaks Computed Peaks computed Peaks 0 1 Cosrputed Peaks :0 Computed Peaks :oc computed Peaks L. WiI n . 007 ZJ i. 50 1, CI W. VJr. 0.all, 0.241 100 - 00 13.990 0.211 50.00 0.960 0.182 25.00 0:.960 . 144 1r1. 00 :-„ 900 0.136 8, 00 04.875 0.115 5. CO C. e,vr 0. 07.1 2.00 0.500 0.049 1, 3;0 0.231 Land Uie Sumin-er r Area � I - Till Forest] 0.00 acres Till Pasture 0.00 acres Till Grass 0.16 acres; Outwash Forest 0.00 acres; a Outwash Pasture 0.00 acral i Outwast, Grass 0.00 acres" Wetland 8.00 acres Impervlousl 2.40 acres Total - --� 2.64 acres _...__. _ . -J Scale Factor: 1.00 Hourly Hlstorlc Time Series: IDEV.tef ]] Compute Time Series Modify User Input Add Command to EXEC file File for computed Time Series [.TSF] �,yde�;iN =_xceecs�ca Retention/Detention Facility Type of Facility: Detention Vault Facility Length: 114.00 ft Facility Width: 114.00 ft Facility Area: 12996. sq. ft Effective Storage Depth: 3.50 ft Stage 0 Elevation: 0.00 ft Storage Volume: 45486. cu. ft Riser Head: 3.50 ft Riser Diameter: 12.00 inches Number of orifices: 3 Full Head Pipe Orifice # Height Diameter Discharge Diameter (ft) (in) (CFS) (in) 1 0.00 0.95 0.046 2 2.22 1.75 0.094 4.0 3 2.79 1.70 0.066 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac -ft) (cfs) (cfs) 0.00 0.00 0. 0.000 0.000 0.00 0.01 0.01 130. 0.003 0.002 0.00 0.02 0.02 260. 0.006 0.003 0.00 0.03 0.03 390. 0.009 0.004 0.00 0.04 0.04 520. 0.012 0.005 0.00 0.05 0.05 650. 0.015 0.005 0.00 0.06 0.06 780. 0.0.8 0.006 0.00 0.07 0.07 910. 0.021 0.006 0.00 0.08 0.08 1040. 0.024 0.007 0.00 0.09 0.09 1170. 0.027 0.007 0.00 0.19 0.19 2469. 0.057 0.011 0.00 0.29 0.29 3769. 0.087 0.013 0.00 0.39 0.39 5068. 0.116 0.015 0.00 0.49 0.49 6368. 0.146 0.017 0.00 0.59 0.59 7668. 0.176 0.019 0.00 0.69 0.69 8967. 0.206 0.020 0.00 0.79 0.79 10267, 0.236 0.022 0.00 0.89 0.89 11566. 0.266 0.023 0.00 0.99 0.99 12866. 0.295 0.024 0.00 1.09 1.09 14166. 0.325 0.026 0.00 1.19 1.19 15465. 0.355 0.027 0.00 1.29 1.29 16765. 0.385 0.028 0.00 1.39 1.39 18064. 0.415 0.029 0.00 1.49 1.49 19364. 0.445 0.030 0.00 1.59 1.59 20664. 0.474 0.031 0.00 1.69 1.69 21963. 0.504 0.032 0.00 1.79 1.79 23263. 0.534 0.033 0.00 1.89 1.89 24562. 0.564 0.034 0.00 1.99 1.99 25862. 0.594 0.035 0.00 2.09 2.09 27162. 0.624 0.035 0.00 2.19 2.19 28461. 0.653 0.036 0.00 2.22 2.22 28851. 0.662 0.036 0.00 2.24 2.24 29111. 0.668 0.037 0.00 2.26 2.26 29371. 0.674 0.039 0.00 2.27 2.27 29501. 0.677 0.043 0.00 2.29 2.29 29761. 0.663 0.047 0.00 2.31 2.31 30021. 0.689 0.053 0.00 2.33 2.33 30281. 0.695 0.060 0.00 2.35 2.35 30541. 0.701 0.067 0.00 2.37 2.37 30801. 0.707 0.069 0.00 2.47 2.47 32100. 0.737 0.080 0.00 2.57 2.57 33400. 0.767 0.088 0.00 2.67 2.67 34699. 0.797 0.095 0.00 2.77 2.77 35999. 0.826 0.102 0.00 2.79 2.79 36259. 0.832 0.104 0.00 2.81 2.81 36519. 0.838 0.105 0.00 2.83 2.83 36779, 0.844 0.108 0.00 2.84 2.84 36909. 0.847 0.112 0.00 2.86 2.86 37169. 0.853 0.117 0.00 2.88 2.88 37428, 0.859 0.124 0.00 2.90 2.90 37688. 0.865 0.131 0.00 2.91 2.91 37818. 0.868 0.139 0.00 2.93 2.93 38078. 0.874 0.141 0.00 2.95 2.95 38338. 0.880 0.144 0.00 3.05 3.05 39638. 0.910 0.156 0.00 3.15 3.15 40937. 0.940 0.171 0.00 3.25 3.25 42237. 0.970 0.182 0.00 3.35 3.35 43537. 0.999 0.192 0.00 3.45 3.45 44836. 1.029 0.201 0.00 3.50 3.50 45486. 1.044 0.206 0.00 3.60 3.60 46786. 1.074 0.523 0.00 3.70 3.70 48085. 1.104 1.090 0.00 3.60 3.80 49385. 1.134 1.830 0.00 3.90 3.90 50684. 1.164 2.630 0.00 4.00 4.00 51984. 1.193 2.920 0.00 4.10 4.10 53284_ 1.223 3.180 0.00 4.20 4.20 54583. 1.253 3.420 0.00 4.30 4.30 55883, 1.283 3.650 0.00 4.40 4.40 57182. 1.313 3.860 0.00 4.50 4.50 58482. 1.343 4.060 0.00 4.60 4.60 59782. 1.372 4.250 0.00 4.70 4.70 61081. 1.402 4.440 0.00 4.80 4.80 62381. 1.432 4.610 0.00 4.90 4.90 63680. 1.462 4.780 0.00 5.00 5.00 64980, 1.492 4.940 0.00 5.10 5.10 66280. 1.522 5.100 0.00 5.20 5.20 67579. 1.551 5.250 0.00 5.30 5.30 68879. 1.581 5.400 0.00 5.40 5.40 70178. 1.611 5.540 0.00 5.50 5.50 71478. 1.641 5.690 0.00 Hyd Inflow Outflow Peak Storage ---------------------------------- Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Target Calc Stage Elev (Cu -Ft) (Ac - Ft) 1 0.63 ******* 0.20 3,40 3.40 44198_ 1.015 2 0.69 0.18 0.18 3.27 3.27 42502. 0.976 3 0.98 ******* 0.18 3.21 3.21 41681. 0.957 4 0.61 ******* 0.15 3.01 3.01 39141. 0.899 5 0.96 ******* 0.15 3.00 3.00 39045. 0.896 6 0.67 ******* 0.14 2.95 2.95 38332. 0.880 7 0.54 ******* 0.04 2,25 2.25 29253, 0.672 8 0.74 ******* 0.03 1.87 1.87 24270. 0.557 ---------------------------------- Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Discharge: 1.05 CFS at 6:00 on Jan 9 in 1990 Peak Outflow Discharge: 0.197 CFS at 20:00 on Feb 9 in 1951 Peak Reservoir Stage: 3.41 Ft Peak Reservoir Elev: 3.41 Ft Peak Reservoir Storage: 44309. Cu -Ft 1.017 Ac -Ft Flow Frequency Analysis LogPearson III Coefficients Time Series File:rdout.tsf Mean= -1.233 StdDev= 0.283 Project Location:Sea-Tac Skew= 0.487 ---Annual Peak Flow Rates--- -----Flow Frequency Analysis ------- Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) (ft) Period 0.033 40 2/22/49 6:00 0.197 3.41 1 89.50 0.989 0.079 19 1/22/50 6:00 0.184 3.27 2 32.13 0.969 0.197 1 2/09/51 20:00 0.177 3.21 3 19.58 0.949 0.030 46 2/04/52 7:00 0.162 3.08 4 14.08 0.929 0.077 20 1/18/53 21:00 0.156 3.03 5 10.99 0.909 0.035 34 1/06/54 11:00 0.153 3.01 6 9.01 0.889 0.035 35 11/19/54 19:00 0.152 3.00 7 7.64 0.869 0.103 11 1/06/56 11:00 0.150 2.99 8 6.63 0.849 0.034 38 2/26/57 4:00 0.147 2.97 9 5.86 0.629 0.047 25 1/17/58 7:00 0.144 2.95 10 5.24 0.809 0.035 36 1/24/59 10:00 0.103 2.78 11 4.75 0.789 0.153 6 11/21/59 2:00 0.097 2.70 12 4.34 0.769 0.093 14 11/24/60 11:00 0.094 2.66 13 3.99 0.749 0.030 45 12/24/61 6:00 0.093 2.64 14 3.70 0.729 0.060 24 11/30/62 18:00 0.090 2.60 15 3.44 0.709 0.086 16 11/19/63 16:00 0.086 2.54 16 3.22 0.690 0.090 15 12/01/64 2:00 0.083 2.51 17 3.03 0.670 0.036 27 1/07/66 3:00 0.080 2.47 18 2.85 0.650 0.083 17 12/13/66 9:00 0.079 2.46 19 2.70 0.630 0.035 31 1/20/68 20:00 0.077 2.44 20 2.56 0.610 0.035 33 12/11/68 8:00 0.075 2.42 21 2.44 0.590 0.067 22 1/27/70 3:00 0.067 2.35 22 2.32 0.570 0.038 26 12/07/70 11:00 0.063 2.34 23 2.22 0.550 0.156 5 3/06/72 21:00 0.060 2.33 24 2.13 0.530 0.097 12 12/26/72 6:00 0.047 2.29 25 2.04 0.510 0.036 28 12/17/73 9:00 0.038 2.25 26 1.96 0.490 0.034 39 1/13/75 22:00 0.036 2.20 27 1.89 0.470 0.035 32 12/04/75 3:00 0.036 2.17 28 1.82 0.450 0.029 47 8/26/77 7:00 0.036 2.15 29 1.75 0.430 0.075 21 12/15/77 18:00 0.035 2.14 30 1.70 0.410 0.028 49 2/12/79 18:00 0.035 2.12 31 1.64 0.390 0.150 8 12/17/79 20:00 0.035 2.09 32 1.59 0.370 0.036 29 12/30/80 22:00 0.035 2.06 33 1.54 0.350 0.147 9 10/06/81. 17:00 0.035 1.98 34 1.49 0.330 0.035 30 1/08/83 5:00 0.035 1.96 35 1.45 0.310 0.031 44 11/24/83 8:00 0.035 1.95 36 1.41 0.291 0.032 41 11/11/84 8:00 0.034 1.91 37 1.37 0.271 0.080 18 1/18/86 23:00 0.034 1.89 38 1.33 0.251 0.152 7 11./24/86 7:00 0.034 1.87 39 1.30 0.231. 0.034 37 12/09/87 23:00 0.033 1.75 40 1.27 0.211 0.031 42 11/05/88 21:00 0.032 1.65 41 1.24 0.191 0.162 4 1/09/90 12!00 0.031 1.62 42 1.21 0.171 0.177 3 11/24/90 16:00 0.031 1.61 43 1.18 0.151 0.063 23 1/31/92 6:00 0.031 1.59 44 1.15 0.131 0.029 48 1/26/93 4:00 0.030 1.51 45 1.12 0.111 0.027 50 12/10/93 10:00 0.030 1.45 46 1.10 0.091 0.094 13 12/27/94 7:00 0.029 1.43 47 1.08 0.071 0.184 2 2/09/96 3:00 0.029 1.41 48 1.05 0.0.51 0.144 10 1/02/97 12:00 0.028 1.25 49 1.03 0.031 0.031 43 1/25/98 0:00 0.027 1.23 50 1.01 0.011 Computed Peaks 0.334 3.54 100.00 0.990 Computed Peaks 0.262 3.52 50.00 0.980 Computed Peaks 0.202 3.46 25.00 0.960 Computed Peaks 0.138 2.91 10.00 0.900 Computed Peaks 0.127 2.89 8.00 0.875 Computed Peaks 0.099 2.73 5.00 0.800 Computed Peaks 0.056 2.32 2.00 0.500 Computed Peaks 0.035 2.12 1.30 0.231 Flow Duration from Time Series File:rdout.tsf Cutof£ Count Frequency CDF Exceedence_Probability CFS $ % % 0.003 184795 42.191 42.191 57.809 0.578E+00 0.008 64619 14.753 56.944 43.056 0.431E+00 0.014 60236 13.753 70.696 29.304 0.293E+00 0.019 50144 11.448 82.145 17.855 0.179E+00 0.025 38446 8.778 90.922 9.078 0.908E-01 0.030 24483 5.590 96.512 3.488 0.349E-01 0.036 12768 2.915 99.427 0.573 0.573E-02 0.042 841 0.192 99.619 0.381 0.381E-02 0.047 198 0.045 99.664 0.336 0.336E-02 0.053 149 0.034 99.698 0.302 0.302E-02 0.058 117 0.027 99.725 0.275 0.275E-02 0.064 100 0.023 99.748 0.252 0.252E-02 0.069 130 0.030 99.778 0.222 0.222E-02 0.075 197 0.045 99.823 0.177 0.177E-02 0.080 149 0.034 99.857 0.143 0.143E-02 0.086 144 0.033 99.889 0.111 0.111E-02 0.091 123 0.028 99.918 0.082 0.824E-03 0.097 101 0.023 99.941 0.059 0.594E-03 0.102 64 0.015 99.955 0.045 0.447E-03 0.108 45 0.010 99.966 0.034 0.345E-03 0.113 7 0.002 99.967 0.033 0.329E-03 0.119 11 0.003 99.970 0.030 0.304E-03 0.124 9 0.002 99.972 0.028 0.283E-03 0.130 8 0.002 99.974 0.026 0.265E-03 0.136 3 0.001 99.974 0.026 0.258E-03 0.141 17 0.004 99.978 0.022 0.219E-03 0.147 24 0.005 99.984 0.016 0.164E-03 0.152 17 0.004 99.987 0,013 0.126E-03 0.158 14 0.003 99.991 0.009 0.936E-04 0.163 12 0.003 99.993 0.007 0.662E-04 0.169 4 0.001 99.994 0.006 0.571E-04 0.174 5 0.001 99.995 0.005 0.457E-04 0.180 7 0.002 99.997 0.003 0,297E-04 0.1B5 6 0.001 99.998 0.002 0.160E-04 0.191 2 0.000 99.999 0.001 0.114E-04 0.196 4 0.001 100.000 0.000 0.228E-05 Duration Comparison Anaylsis Base File: pre.tsf New File: rdout.tsf Cutoff Units: Discharge in CFS -----Fraction of Time ----- ---------Check of Tolerance ------- Cutoff Base New *Change Probability Base New %Change 0.037 0.10E-01 0.46E-02 -53.8 I 0.10E-01 0.037 0.035 -4.8 0.049 I 0.51E-02 0.32E-02 -37.6 I 0.51E-02 0.049 0.036 -26,8 0.062 0.29E-02 0.26E-02 -11.6 0.29E-02 0.062 0.055 -11.5 0.075 0.17E-02 0.18E-02 1.2 i 0.17E-02 0.075 0.075 0.5 0.088 0.11E-02 0.10E-02 -7.4 0.11E-02 0.088 0.086 -1.7 0.101 I 0.67E-03 0.49E-03 -26.0 0.67E-03 0.101 0.095 -5.7 0.113 0.44E-03 0.33E-03 -25.8 0.44E-03 0.113 0.103 -9.4 0.126 0.31E-03 0.28E-03 -9.7 I 0.31E-03 0.126 0.117 -7.4 0.139 0.22E-03 0.25E-03 14.7 0.22E-03 0.139 0.141 1.7 0.152 0.11E-03 0.13E-03 12.0 0.11E-03 0.152 0.154 1.4 0.164 I 0.59E-04 0.64E-04 7.7 I 0.59E-04 0.164 0.167 1.3 0.177 0.32E-04 0.34E-04 7.1 0.32E-04 0.177 0.179 0.9 0.190 0.68E-05 0.11E-04 66.7 0.68E-05 0.190 0.195 2.7 0.203 0.23E-05 0.00E+DO -100.0 0.23E-05 0.203 0.197 -2.8 Maximum positive excursion = 0.005 cfs ( 3.4%) occurring at 0.134 cfs on the Base Data:pre.tsf and at 0.139 cfs on the New Data:rdout.tsf Maximum negative excursion = 0.016 cfs (-29.7%) occurring at 0.055 cfs on the Base Data:pre.tsf and at 0.036 cfs on the New Data:rdout.tsf ---------------------------------- Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Discharge: 1.05 CFS at 6:00 on Jan 9 in 1990 Peak outflow Discharge: 0.197 CFS at 20:00 on Feb 9 in 1951 Peak Reservoir Stage: 3.41 Ft Peak Reservoir Elev: 3.41 Ft Peak Reservoir Storage: 44309. Cu -Ft 1.017 Ac -Ft Flow Frequency Analysis LogPearson III Coefficients Time Series File:rdout.tsf Mean= -1.233 StdDev= 0.283 Project Location:Sea-Tac Skew= 0.487 ---Annual Peak Flow Rates--- -----Flow Frequency Analysis ------- Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) (ft) Period 0.033 40 2/22/49 6:00 0.197 3.41 1 89.50 0.989 0.079 19 1/22/50 6:00 0.184 3.27 2 32.13 0.969 0.197 1 2/09/51 20:00 0.177 3.21 3 19.58 0.949 0.030 46 2/04/52 7:00 0.162 3.08 4 .14.08 0.929 0.077 20 1/18/53 21:00 0.156 3.03 5 10.99 0.909 0.035 34 1/06/54 11:00 0.153 3.01 6 9.01 0.889 0.035 35 11/19/54 19:00 0.152 3.00 7 7,64 0.869 0.103 11 1/06/56 11:00 0.150 2.99 8 6.63 0.849 0.034 38 2/26/57 4:00 0.147 2.97 9 5.86 0.829 0.047 25 1/17/58 7:00 0.144 2.95 10 5.24 0,809 0.035 36 1/24/59 10:00 0.103 2.78 11 4.75 0.789 0.153 6 11/21/59 2:00 0.097 2.70 12 4.34 0.769 0.093 14 11/24/60 11:00 0.094 2.66 13 3.99 0.749 0.030 45 12/24/61 6:00 0.093 2.64 14 3.70 0.729 0.060 24 11/30/62 18:00 0.090 2.60 15 3.44 0.709 0.086 16 11/19/63 16:00 0.086 2.54 16 3.22 0.690 0.090 15 12/01/64 2:00 0.083 2.51 17 3.03 0,670 0.036 27 1/07/66 3:00 0.080 2.47 18 2.85 0.650 0,083 17 12/13/66 9:00 0.079 2.46 19 2.70 0.630 0.035 31 1/20/68 20:00 0.077 2.44 20 2.56 0.610 0.035 33 12/11/68 8:00 0.075 2.42 21 2.44 0.590 0.067 22 1/27/70 3:00 0.067 2.35 22 2.32 0.570 0.038 26 12/07/70 11:00 0.063 2.34 23 2.22 0.550 0.156 5 3/06/72 21:00 0.060 2.33 24 2.13 0.530 0.097 12 12/26/72 6:00 0.047 2.29 25 2.04 0.510 0.036 28 12/17/73 9:00 0.038 2.25 26 1.96 0.490 0.034 39 1/13/75 22:00 0.036 2.20 27 1.89 0.470 0.035 32 12/04/75 3:00 0,036 2.17 26 1.82 0.450 0.029 47 8/26/77 7:00 D.036 2.15 29 1.75 0.430 0.075 21 12/15/77 18:00 0,035 2.14 30 1.70 0.410 0.028 49 2/12/79 18:00 0.035 2.12 31 1.64 0.390 0.150 8 12/17/79 20:00 0.035 2.09 32 1.59 0.370 0.036 29 12/30/80 22:00 0.035 2.06 33 1.54 0.350 0.147 9 10/06/81 17:00 0.035 1.98 34 1.49 0.330 0.035 30 1/08/83 5:00 0.035 1.96 35 1.45 0.310 0.031 44 11/24/83 8:00 0.035 1.95 36 1.41 0.291 0.032 41 11/11/84 8:00 0.034 1.91 37 1.37 0.271 0.080 18 1/18/86 23:00 0.034 1.89 38 1.33 0.251 0.152 7 11/24/86 7.00 0.034 1.87 39 1.30 0.231 0.034 37 12/09/87 23:00 0.033 1.75 40 1.27 0.211 0.031 42 11/05/88 21:00 0.032 1.65 41 1.24 0.191 0.162 4 1/09/90 12:00 0.031 1.62 42 1.21 0.171 0.177 3 11/24/90 16:00 0.031 1.61 43 1.18 0.151 0.063 23 1/31/92 6:00 0.031 1.59 44 1.15 0.131 0.029 48 1/26/93 4:00 0.030 1.51 45 1.12 0.111 0.027 50 12/10/93 10:00 0.030 1.45 46 1.10 0.091 0.094 13 12/27/94 7:00 0.029 1.43 47 1.08 0.071 0.184 2 2/09/96 3:00 0.029 1.41 48 1.05 0.051 0.144 10 1/02/97 12:00 0.028 1.25 49 1.03 0.031 0.031 43 1/25/9$ 0:00 0.027 1.23 50 1.01 0.011 Computed Peaks 0.334 3.54 100.00 0.990 Computed Peaks 0.262 3.52 50.00 0.980 Computed Peaks 0.202 3.46 25.00 0.960 Computed Peaks 0.138 2.91 10.00 0.900 Computed Peaks 0.127 2.89 8.00 0.675 Computed Peaks 0.099 2.73 5.00 0.800 Computed Peaks 0.056 2.32 2.00 0.500 Computed Peaks 0.035 2.12 1.30 0.231 Flow Duration from Time Series File:rdout.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS % % %- 0.003 184795 42.191 42.191 57.809 0.578E+00 0.008 64619 14.753 56.944 43.056 0.431E+00 0.014 60236 13.753 70.696 29.304 0.293E+00 0.019 50144 11.448 82,145 17.855 0.179E+00 0.025 38446 8,776 90.922 9.078 0.908E-01 0.030 24483 5.590 96.512 3.488 0.349E-01 0.036 12768 2.915 99.427 0.573 0.573E-02 0.042 841 0.192 99.619 0.381 0.381E-02 0.047 198 0.045 99.664 0.336 0.336E-02 0.053 149 0.034 99.698 0.302 0.302E-02 0.058 117 0.027 99.725 0.275 0.275E-02 0.064 100 0.023 99,748 0.252 0.252E-02 0.069 130 0.030 99.778 0.222 0.222E-02 0.075 197 0.045 99.823 0.177 0.177E-02 0,080 149 0.034 99.857 0.143 0,143E-02 0.086 144 0.033 99.889 0.111 0.111E-02 0.091 123 0.028 99.916 0.062 0.824E-03 0.097 101 0.023 99.941 0.059 0.594E-03 0.102 64 0.015 99.955 0.045 0.447E-03 0.108 45 0.010 99.966 0.034 0.345E-03 0.113 7 0.002 99.967 0.033 0.329E-03 0.119 11 0.003 99.970 0.030 0.304E-03 0,124 9 0.002 99.972 0.028 0.283E-03 0.130 8 0.002 99.974 0.026 0.265E-03 0.136 3 0.001 99.974 0.026 0.256E-03 0.141 17 0.004 99.978 0.022 0.219E-03 0.147 24 0.005 99.984 0.016 0.164E-03 0.152 17 0.004 99.987 0.013 0,126E-03 0.158 14 0.003 99.991 0.009 0.936E-04 0.163 12 0.003 99.993 0.007 0,662E-04 0.169 4 0.001 99.994 0.174 5 0.001 99.995 0.180 7 0.002 99.997 0.185 6 0.001 99.998 0.191 2 0.000 99.999 0.196 4 0.001 100.000 Duration Comparison Anaylsis Base File: pre.tsf 1.2 New File: rdout.tsf 0.10E-02 Cutoff Units: Discharge in CFS 0.006 -----Fraction of Time ------ Cutoff Base New Change 0.037 I 0.10E-01 0.45E-02 -53.8 0.049 I 0.51E-02 0.32E-02 -37.6 0.062 I 0.29E-02 0.26E-02 -11.6 0.075 I 0.1.7E-02 0.18E-02 1.2 0.088 0.11E-02 0.10E-02 -7.4 0.101 0.67E-03 0.49E-03 -26.0 0.113 0.44E-03 0.33E-03 -25.8 0.126 I 0.31E-03 0.28E-03 -9.7 0.139 0.22E-03 0.25E-03 14.7 0.152 0.11E-03 0.13E-03 12.0 0.164 ! 0.59E-04 0.64E-04 7.7 0.177 0.32E-04 0.34E-04 7.1 0.190 0.68E-05 0.11E-04 66.7 0.203 0.23E-05 0.00E+00 -100.0 0.006 0.571E-04 0.005 0.457E-04 0.003 0.297E-04 0.002 0.160E-04 0.001 0.114E-04 0.000 0.228E-05 ---------Check of Probability Base 0.10E-01 0.037 0.51E-02 0.049 0.29E-02 0.062 0.17E-02 0.075 0.11E-02 0.088 0.67E-03 0.1.01 0.44E-03 0.113 0.31E-03 0.1.26 0.22E-03 0.139 0.11E-03 0.152 0.59E-04 0.164 0.32E-04 0.177 0.68E-05 0.190 0.23E-05 0.203 Maximum positive excursion = 0.005 cfs ( 3.4%�) occurring at 0.134 cfs on the Base Data:pre.tsf and at 0.139 cfs on the New Data:rdout.tsf Maximum negative excursion = 0.016 cfs (-29.7t) occurring at 0.055 cfs on the Base Data:pre.tsf and at 0.038 cfs on the New Data:rdout.tsf Tolerance ------- New WChange 0.035 -4.8 0.036 -26.8 0.055 -11.5 0.075 0.5 0.086 -1.7 0.095 -5.7 0.103 --9.4 0.117 -7.4 0.141 1.7 0.154 1.4 0.167 1.3 0.179 0.9 0.195 2.7 0.197 -2.8 APPENDIX G Geotechnical Reports GEOTECHNICAL ENGINEERING STUDY CEDAR RIVER STATION '15221 RENTON MAPLE VALLEY ROAD KING COUNTY, WASHINGTON October 1, 2007 Project No. E-9060.12 Prepared for Eagle Crook Land and Development, LLC 13702 Southeast 2553rd Street Kent, Washington 98042 101 CAMM CONSUL'17NG INOORPORATEa 1805 136th Place Northeast Suite 201 Bellevue, Washington 98005 (4251643-3780 Toll Free 1-888-739-6670 EARTH CONSULTING INCORPORATED Q Environmental Services ❑ Geotechnical EngineeHng ❑ Construction Materlals Testing ❑ Special Inspections October 1, 2007 Mr. Ty Pendergraft Eagle Creek Land and Development, LLC 13701 Southeast 253rd Street Kent, Washington 98042 Project No. E-9060-12 Dear Mr. Pendergraft: Earth Consulting Incorporated (F -CI) is pleased to submit our report titled "Geotechnical Engineering Study, Cedar River Station, 15221 Renton Maple Valley Road, King County, Washington.° Our scope of services was to review our previous work conducted for the site and prepare this report for the proposed development. We appreciate this opportunity to be of service to you. if you have any questions, or if we can be of further assistance, please call. Respectfully submitted, EARTH CONSUL7WG 1I1lcORPOIRATC-D Steve J. S< Senior Stair Geologist 3J8n0Aw1skp Kristina M, Weller, PE Principal 1805136"' Place northeast #201 • Bellevue, WA 98005 • (425) 643-3780 ■ Fax (425) 746-0860 edged-mbi.com • www.eci-mti.com r TABLE OF CONTENTS E-9060-12 PAGE INTRODUCTION ...........».........u..n ..............r...........................r.................o............»............................................................ 1Generaln ProjectDescription......................................................................... .................1 Scopeof Services...................................................................................... 2 SITECONDITIONS .....,».».....................................................................................................3 Surface....................................................................,.....................,.... ..............3 Subsurface...............n....................................................................u........................ 3 Subsurface Exploration.......................................................... ........... 3 Geologic Map Review........................................................... .........4 Earthwork Observation and Testing ............................................. ...,...,.,4 Groundwater...........................................................................................................A LaboratoryTesting................................................................................................5 DISCUSSION AND RECOMMENDATIONS ................................ .............5 General.....................................................................................................................5 Site Preparation and General Earthwork..............................................................5 Stripping.......................................................................... ..........................5 StructuralFill................................................................... .6 Foundations.............................................»....,....,......................,.......................,...... 6 RetainingWalls........................................................................................................7 Slab -on -Grade Floors ................. r........................................................................... 8 SeismicDesign Considerations............................................................................8 GroundRupture........................,.....................................................................8 Liquefaction...................................................................................... .........8 Ground Mo#ion Response .................................................... .9 Excavations and Slopes...............................,,........................................................9 SiteDrainage.............................................................................,.............................9 Utility Support and Backfill ..................................................................................10 SuggestedPavement Sections.............................................................. LIMITATIONS............ ................, ......,...,...............................,........................... ,...........1 'i AdditionalServices................................................................ ILLUSTRATIONS Plate l Plate 2 Plate 3 APPENDICES Appendix A Plane Al Plates A2 through A5 Plates A6 through A8 Appendix B Plates B9 TABLE OF CONTENTS, Continued E-9060-12 Vicinity Map Boring and Test Pit Location Plan Typical Footing Subdrain Detail Field Exploration Legend Boring Logs Test Pit Logs Laboratory Test Results Grain -Size Analyses GEOTECHNICAL ENGINEERING STUDY CEDAR RIVER STATION 75221 RENTON MAPLE VALLEY ROAD KING COUNTY, WASHINGTON INTRODUCTION General This report presents the results of the geotechnical engineering study completed by Earth Consulting Incorporated (ECI) for the proposed Cedar River Station, 15221 Renton Maple Valley Road, King County, Washington. The general location of the site is shown on the "Vicinity Map," Plate 1. ECI previously prepared two geotechnical engineering studies for the site and completed earth work observation and testing for placement of the existing fill at the site. The first study was completed as part of the mufti -family development located to the south of the site. The second study was completed for a proposed fueling station that was planned for the west and of the site. The purpose of this study was to review the subsurface data from the two geotechnical engineering studies and revlew the field reports from our earthwork observations to prepare a geotechnical engineering study for the proposed development. ProJect Descrlptton The subject site consists of two parcels that make up the 3 -acre, irregular-shaped, vaunt site located along the south side of Renton Maple Valley Road, King County, Washington. Based on information provided, we understand it is planned to develop the site with three single -story retail buildings and associated parking. Approximately 30,000 square feet of retail space is planned for the development. We understand the buildings will be of either wood frame, concrete masonry unit (CMU), or tilt -up panel construction with slab -on -grade floors. We anticipate wall loads will be on the order of 2 to 3 kips per lineal foot and column loads will be in the range of 20'to 40 kips. We estimate slab -on -grade floor loads will be up to 150 pounds per square foot (psf). We anticipate the buildings will be constructed at or near existing grade. Access to the Site will be provided by two entrances, located at the north side and west and, of the site. The west side of the site will be accessed from 162nd Avenue Southeast and the north side of the, site will be aocessed from Renton Maple Valley Road. At the time our study was performed, the site and the exploration locations were approximately located as shown on the `Boring and Ted Pit Location Plan Pfate 2. GQQTECHINCAL ENGINEERING STUDY October 1, 2007 E-9050-12 If the above project criteria are incorrect or change, we should be consulted to review the recommendations contained in this report. In any case, ECI should be retained to perform a general review of the final design. Scope of Services Our scope of services for this study includes the following: * Evaluation of general subsurface conditions and description of types, distribution, and engineering characteristics of subsurface materials • Evaluation of geologic hazards, including site seismicity, slopes, liquefaction, and seismic settlement potential, and recommendations for appropriate mitigation measures • Evaluation of general groundwater conditions and potential impact on design and construction • General recommendations forearthwork, including site preparation, excavation, site drainage • Determination of the seismic design parameters • Evaluation of project feasibility and suitability of on-site soils for foundation support • Recommendations for suitable foundations, including allowable soil bearing capacities, associated settlement estimates, and lateral pressures and resistances • Recommendations for the design of retaining walls • Recommendations for subgrade preparation for floor slab and slab -on -grade support • Recommendations for temporary and permanent slopes • Recommendations for pavement sections EARTH CONSULTING DMXXWO UTW Page 2 IN October 1, 2DD7 SITE CONDITIONS Surface E-9060-12 The subject site consists of two irregular-shaped parcels located at the southeast comer of 152nd Avenue Southeast and Renton Maple Valley Road, King County, Washington. The site is bordered to the north by Renton Maple Valley Road, to the west by 152nd Avenue Southeast, to the south by a multi -family development, and to the east by single-famlty residence lots. The topography of the site is relatively level with little to no discernable elevation change. The site is vegetated primarily with tail grass. Subsurface Subsurface conditions at the site were evaluated by reviewing subsurface data from the referenced geotechnical engineering studies and reviewing a geologic map of the site. Subsurface Exploration • Subsurface eondirttons at the site were evaluated by reviewing subsurface data from our previous geotechnical engineering studies. Three test pits from the original study were • excavated on July 26, 2000, and three borings form our second study were drilled on r December 13, 2002 at the approximate locations shown on Plate 2. The borings were drilled to a maximum depth of 21.5 feet below grade using a truck mounted drill rig. The best pits were excavated to a maximum depth of 11 feet below grade using a rubber -tired backhoe. The boring logs are Included as Plates A2 through A5. The test pit logs are included as • Plates A6 through A8. Please refer to the exploration logs for a detailed description of the i conditions encountered at each location. A description of the field exploration methods is included in Appendix A. The following is a generalized description of the subsurface conditions encountered. At the exploration locations, approximately 2 to 3 Inches of topsoil was encountered. The r topsoil was characterized by its dark color, loose consistency, and the presence of organic material. Underlying the topsoil at the location of Boring B-701 and Test Pit TP -5, approximately 6 to 12 inches of loose to medium dense flil were encountered. The fill consisted of silty gravel with sand (Unified Soil Classification GNI) and was characterized by the presence of angular gravel. i • • r • EARTH cnms 0.im mmswaRATeQ Page r • OWFECHi1hE AL 09G1NEERgvG STUDY E-9060-12 October 1, 2007 Underlying the topsoil and fill at the exploration locations, silty sand with varying amounts of gravel (SM), silty gravel with sand (GM), poorly graded sand with silt (SP -SM), and poorly graded gravel with variable amounts of silt and sand (GP and GP -GM) was encountered to the maximum exploration depth of 21.5 feet below grade. The native sand and gravel was typically medium dense with localized interbeds of loose to medium dense soil at varying depths at the exploration locations. High "N" values were recorded at localized depths in Borings B-701 and B-702. The high blow counts were likely elevated due to the presence of large gavel and cobbles blocking the sampler. The depth of the test pit excavations was limited due to excessive caving of the gravel soils. Geologic Map Review Based on review of the Geologic Map of King County, Washington compiled by Booth, Haugerud and Sacket (2002), the subject site Is mapped as Alluvium (Qal). Alluvium Is described at moderately sorted deposits of cobble gravel, pebbly sand, and sandy silt along major rivers and stream channels. The soils encountered at the exploration locations correspond with the alluvium deposits mapped on the Geologic Map of tong County, Washington. Earthwork Observation and Testing Based on our previous observations, the subject site was graded in June and July 2003. The purpose of the grading was to prepare the site for general commercial development by raising the grades of the site. The earthwork for the site was combined with -the grading for the multi -family development to the south. ECI was contracted to conduct the earthwork monitoring for the site. During our monitoring program, ECI observed the following: • Stripping of vegetation and topsoil from the site • Placing fill obtained from the multi -family development to the south • Air drying fill to obtain suitable moisture for compaction • Compacting of fill in lifts using a large vibratory drum roller • Obtaining density tests on fill material which indicate adequate compaction Groundwater Heavy groundwater seepage was encountered at 7 to 7.5 feet below grade at the boring locations. Heavy groundwater seepage was also encountered at 9 to 10 feet below grade In Test Pits TP -5 and TP -6 in July 2000, The heavy seepage encountered at the exploration locations is likely indicative of the seasonal groundwater table at the time of exploration. Groundwater seepage should be expecte in excavations extending to around 5 feet below grade during the wet season and to 9 feet below grade during the dry season. eAR H CONSULTING BWORPOMTM Page 4 Ge Tec"iNCAC EHGINFEQUNG STUDY E-9060-12 October 1. 2007 The contractor should be aware that groundwater levels should not be considered static. Groundwater levels fluctuate depending on the season, amount of rainfall, surface water i runoff, and other factors. Generally, the groundwater level is higher in the wetter winter . months (typically October through May). Laboratory Testing Laboratory tests were conducted on representative soil samples to verify or modify the field soil classification and to evaluate the general physical properties and engineering characteristics of the soil encountered. Visual classifications were supplemented by grain - size analyses on representative samples. Moisture content tests were perfomied on all samples. The results of laboratory tests performed on specific samples are provided at the appropriate sample depth on the individual test pit logs or on a separate data sheet i contained in Appendix B. It is important to note that these test results may not accurately • represent the overall in-situ soil conditions. Our geotechnical engineering recommendations are based on our interpretation of these test results. ECI cannot be responsible for the interpretation of these data by others. DISCUSSION AND RECOMMENDATIONS . General Based on the results of our study, in our opinion, construction of the proposed building is feasible from a geotechnical engineering standpoint. The proposed building may be i supported on a conventional spread and continuous footing foundation system bearing on competent native soil or structural fill. Concrete slab -on -grade floors should be similarly supported. This report has been prepared for specific application to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of our profession currently practicing under similar conditions in this area. This report is for the exclusive use of Eagle Creek Land and Development, LLC and their representatives. No warranty, expressed or implied, is made. This report, in its entirety, should be included in the project contract documents for the Informiation of the contractor. Site Preparation and General Earthwork Review of the preliminary site plan indicates site earthwork will consist of installing erosion control measures, stripping the site, grading the site to provide building and parking lot grades, installing underground utilities and drainage, and completing footing excavations for the proposed buildings. Stripping Prior to stripping, on-site erosion control measures consisting of silt fencing and surface water controls should be installed around the perimeter of the site. EARTH coNSULTRM INCORMMATIM Page 5 i • GeaFC<HWCA1 ENGINGGIZING STUDY E-9060-12 October 1. 2007 The building and pavement areas and areas to receive structural fill should be stripped and cleared of surface vegetation, organic matter, existing foundations or pavements, and other deleterious material. Based on our previous work at the site, we understand the site was hydroseeded after fill placement. The site is currently vegetated with tall grass. Stripping should include removing the grass and roots. The actual stripping depth should be based on field observation at the time of construction. In no case should the stripped or grubbed materials be used as structural fill or mixed with material to be used as structural fill. The stripped materials may be "wasted" on site in non- structural landscaping areas, or they should be exported. Existing utility pipes to be abandoned should be plugged or removed so that they do not provide a conduit forwater and cause soil saturation and instability problems. Fallowing the stripping operation, the ground surface where structural fill, foundations, slabs, or pavements are to be placed should be observed by a representative of ECI. Proofrolling may be necessary to Identify soft or unstable areas. Proofrolling should be performed under the observation of a representative of ECI, Soil in loose or soft areas, if recompacted and still yielding, should be overexcavated and replaced with a granular structural fill. The optional use of a geotextile fabric placed directly on the overexcavated surface may also help to bridge unstable areas. ECI can provide recommendations for geotextiles, If necessary. Structural Fill Structural fill is defined as compacted fill placed under buildings, roadways, floor slabs, pavements, or other load-bearing areas. Structural fill should be placed in horizontal lifts not exceeding 12 inches in loose thickness and compacted to a minimum of 95 percent of its laboratory maximum dry density determined in accordance with ASTM Test Designatlon D1557 (Modified Proctor). The fill materials should be placed at or near their optimum moisture content in our opinion, the native soils that will be encountered on site can be considered for use as structural fill provided the soil is near its optimum moisture oontent at the time of placement. Imported soil intended for use as structural fill should consist of a fairly well -graded granular soil with a moisture content that is at or near its optimum moisture content and has a maximum aggregate size of 4 inches. During wet weather conditions or where groundwater seepage is encountered, structural fill should consist of a fairly well -graded granular material having a maximum aggregate size of 4 inches and no more than 5 percent fines passing the U.S. No. 200 sieve. Foundations Based on the results of our study, in our opinion, the proposed building may be supported on a conventional spread and continuous footing foundation system bearing on competent native soil or structural fill used to modlfy site grades. E4WM CDMSM77tr1G emoDowORA7M Page 6 ECI should be retained to observe the foundation subgrade prior to placement of structural fill, forms, or rebar. Retaining Walls Retaining walls should be designed to resist the lateral loads imposed by the retained soils and applicable surcharge loads. Walls that are designed to yield can be designed to resist the lateral earth pressures imposed by an equivalent fluid with a unit weight of 35 pcf. If walls are to be restrained at the top from free movement, the equivalent fluid weight should be Increased to 50 pcf. These values are based on horizontal backfill conditions. Surcharges due to backfill slopes, hydrostatic . pressures, traffic, structural loads, or other surcharge loads are assumed to not act on the wall. If such surcharges are to apply, they should be added to the above design lateral # pressure. • The passive pressure, allowable bearing capacity, and friction coefficient previously provided in the "Foundations" section are applicable to the retaining wall design. EAWM awsuLmNG INWFUMRATED Page 7 GCOT6CHNCAL ENGiNSGRfNG SnXrf E-9060-12 October 1, 2007 Exterior foundation elements should be placed at a minimum depth of 18 inches below final exterior grade for frost protection. Interior spread foundations can be placed at a minimum depth of 12 inches below the top of slab, except in unheated areas where interior foundation elements should be founded at a minimum depth of 18 inches. Continuous and Individual spread footings should have minimum wldths of 16 and 18 inches, respectively. With foundation support obtained as described, for design, an allowable soil bearing capacity of 2500 psf may be used for medium dense to dense native soils or structural fill. Loading of this magnitude would be provided with a theoretical factor -o# -safety in excess of 3.0 against shear failure. For short-term dynamic loading conditions, a 913 increase In the above allowable bearing capacity can be used. With structural loading as expected and provided the above design criteria are followed, total settlement of less than approximately 1 inch is anticipated, with differential settlement of approximately 0.5 inch. Most of the anticipated settlement should occur during construction as dead loads are applied. Horizontal loads can be resisted by friction between the base of the foundation and the supporting soil and by passive soil pressure acting on the face of the buried portion of the foundation. For frictional capacity, a coefficient of 0.35 should be used. Resistance due to passive earth pressure may be computed using an equivalent fluid pressure of 300 pounds ! per cubic foot (pcf) for footings backfilled with structural fel. These values are allowable values; a factor -of safety of 1.5 has been included. As movement of the foundation element is required to mobilize full passive resistance, the passive resistance should be neglected if such movement is not acceptable. Unless covered by pavements or slabs, the passive resistance in the upper 1 foot of soil should be neglected. ECI should be retained to observe the foundation subgrade prior to placement of structural fill, forms, or rebar. Retaining Walls Retaining walls should be designed to resist the lateral loads imposed by the retained soils and applicable surcharge loads. Walls that are designed to yield can be designed to resist the lateral earth pressures imposed by an equivalent fluid with a unit weight of 35 pcf. If walls are to be restrained at the top from free movement, the equivalent fluid weight should be Increased to 50 pcf. These values are based on horizontal backfill conditions. Surcharges due to backfill slopes, hydrostatic . pressures, traffic, structural loads, or other surcharge loads are assumed to not act on the wall. If such surcharges are to apply, they should be added to the above design lateral # pressure. • The passive pressure, allowable bearing capacity, and friction coefficient previously provided in the "Foundations" section are applicable to the retaining wall design. EAWM awsuLmNG INWFUMRATED Page 7 GEOTECMRRICAL GNSING r4ci sTLWy E-9060-12 October 1, 2007 To reduce the potential for hydrostatic pressures to build up behind the walls, retaining wails should be backfilled with a free -draining material extending at least 18 inches behind the wall. The free -draining backfill should consist of either pea gravel or washed rock. A rigid, 4 - Inch -diameter, schedule 40, perforated PVC drain pipe should be placed at the base of the footing and should be surrounded by a minimum of 1 cubic foot per lineal foot with pea gravel or washed rock. The pipe should be placed with the perforations down. The remainder of the backfill should consist of structural fill. Slab -on -Grade Floors Slab -on -grade floors may be supported on competent native soil or structural fill. Loose or disturbed subgrade soil must either be compacted to the requirements of structural fill or replaced with structural fill. Slabs should be provided with a capillary break comprised of a minimum of 4 inches of free - draining sand or gravel. In areas where slab moisture is undesirable, a vapor barrier, such as a 6 -mil plastic membrane, should be placed beneath the slab. Selsmlc Design Considerations Earthquakes occur in the Puget Lowland with regularity, however, the majority of these events are of such low magnitude they are not detected without instruments. Large earthquakes do occur, as indicated by the 1949, 7.2 magnitude earthquake in the Olympia area and the 1965, 6.5 magnitude earthquake in the Midway area and the 2001, 6.8 magnitude earthquake In the Nisqually area. There are three potential geologic hazards associated with a strong motion seismic event at this site: ground rupture, liquefaction, and ground motion response. Ground Rupture The strongest earthquakes in the Puget Lowland are widespread, subcrustal events, ranging in depth from 30 to 55 miles. Surface faulting from these deep events has not been documented to date. Therefore, it Is our opinion, that the risk of ground rupture at this site during a strong motion seismic event is negligible. Liquefaction Liquefaction is a phenomenon in which soils lose all shear strength for short periods of time during an earthquake. Groundshaking of sufficient duration results in the loss of grain -to - grain contact and rapid increase In pone water pressure, causing the soll to behave as a fluid. To have a potential for liquefaction, a soil must be cohesionless with a grain -size distribution of a specified range (generally sand and silt), it must be loose, it must be below the groundwater table, and ft must be subject to sufficient magnitude and duration of groundshaking. The effects of liquefaction may be large total and/or differential settlement for structures founded in the liquefying soils, EARTH C )N!z-LJLTM VoCORPORJITEb Page 8 GEAYTrEMNCAL EuGINCGMG sruuy i October 1, 2007 E-9050-12 In our opinion, the liquefaction potential at this site is low. This conclusion is based on the gradation of the medium dense soils encountered at the exploration locations. r Ground Motion Response The 2003 Intemational Building Code (IBC) regulations contain a static force procedure and a dynamic force procedure for design-base shear calculations. Based on the encountered soil conditions, it is our opinion Site Class D, 'Stiff soil profile," as defined in Table 1615.1.1 of the IBC, should be used to charactariae the site soils. In accordance with Section 1615.1.2 of the IBC, Seismic Values, Sms =1.205 and S,n, = 0.632 should be used for design. Excavations and Slopes The following infiormation is provided solely as a service to our dient. Under no circumstances should this information be interpreted to mean that ECI is assuming responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. i In no case should excavation slopes be greater than the limits s � peci#ied in local, state (WISHA), and federal (OSHA) safety regulations. Based on the Information obtained from our i subsurface exploration, the site soils encountered in the exploration locations would be classified as Type C by WISHAIOSHA. Temporary cuts greater than 4 feet in height in Type C soils should be sloped at an Inclination of 1.51-1:1V (Horizontal:Vertical). An ECI representative should observe temporary excavations to verify soil and groundwater • conditions and the soil type. If slopes of the above inclinations or flatter cannot be constructed, temporary shoring may be i necessary. Shoring will help protect against slope or excavation collapse and will provide i protection to workers in the excavation. If additional temporary shoring is required, we will be available to provide shoring design criteria. i i Permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve stability of the surficial layer of soil. Site Drainage During construction, the site must be graded such that surface water is collected and tightlined to an appropriate drainage facility. Water must not be allowed to stared in areas where buildings, slabs, or pavements are to be constructed, loose soil surfaces should be sealed by compacting the surface to reduce the potential for moisture Infiltration. Final site i grades must allow for drainage away from the building foundation. The ground should be sloped at a gradient of 2 percent in paved areas and 3 percent in landscaped areas for a distance of at least 10 feet from the building. EARTH CONSULTING INCORPORA7RI Page 9 ENGINEERING STUDY E-4DbD-12 October 1, 2007 Footing drains may be installed around the perimeter of the building at or just below the invert of the footing, as shown on the 'Typical Footing Subdrain Detail," Pfate 3. Under no circumstances should roof downspout drain lines be connected to the footing drain system. Roof downspouts must be separately tightlined to discharge. Cleanouts should be installed at strategic locations to allow for periodic maintenance of the footing drain and downspout tightline systems. Utility Support and Backfill The site soils should generally provide adequate support for utilities. Where loose soils or unstable condltions are encountered, remedial measures, such as compacting subgrade soils exposed in the trench bottom, may be required. Utility trench backfill is a primary concern in reducing the potential for settlement along utility alignments, particularly in pavement areas. It Is important that each section of utility line be adequately supported in the bedding material. The material should be hand tamped to provide support around the pipe haunches. Fill should be carefully placed and hand tamped to approximately 12 inches above the crown of the pipe before heavy compaction equipment is brought into use. The remainder of the trench backfill should be placed In lifts having a loose thickness of less than 12 inches and compacted to the requirements of structural fill. Suggested Pavement Sections The adequacy of site pavements is related in part to the condition of the underlying subgrade. To provide a proper subgrade for pavements, the subgrade should be treated and prepared as described in the 'Site Preparation and General Earthwork" section of this report. The pavement subgrade should be compacted to 95 percent of the maximum dry density per ASTM D1557 (Modified Proctor). It Is possible that some locar'med areas of soft, wet, or unstable subgrade may still exist after this process. Additional subgrade preparation, such as overexcavation of the soft soil and replacement with crashed rock, may be needed. The recommended pavement sections assume the pavement subgrade soils will be compacted and in a firm and unyielding condition. Proofrolling should be performed to identify soft, unstable areas. Prodralling should be performed using a fully loaded dump truck and should be. observed by a representative from ECI. Assuming a properly prepared subgrade, either of the following pavement sections for lightly loaded areas is suggested: • 2 inches of asphalt concrete (AC) over 4 Inches of crushed rock base (CRB) material + 2 Inches of AC over 3 inches of asphalt treated base (ATB) material These pavement sections may need to be modified based on anticipated traffic loads and frequency. We can provide altemative placement for heavily trafficked areas, if needed. Pavement materials should conform to WSDOT specifications. A Class B asphalt mix should be used. EAM QON5lJf '"M WXX* a1KTW Page 10 GEOTEOak CAL ENGINEr=nwG sTUDY October 1, 2D07 LIMITATIONS E-9060-12 Our recommendations and conclusions are based on the observed site conditions, selective laboratory testing and engineering analyses, the design information provided for us, and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived In a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. The recommendations submitted in this report are based on the data obtained from the boring and test pits. Soil and groundwater conditions between explorations may vary from those encountered. The nature and extent of variations between the exploratory locations may not became evident until construction, If variations do appear, ECI should be requested to reevaluate the recommendations of this report and to modify or verify them In writing prior to proceeding with the grading. AdditIonal Services As the geotechnical engineer of record, ECI should be retained to perform a general review of the final design and specifications to verify that the earthwork and foundation recommendations have been properly interpreted and implemented in the design and in the construction specifications. ECI should also be retained to provide geotechnical engineering services during construction. This is to observe compliance with the design concepts, specifications, or recommendations and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. EAITM CON-RULMM W XMPC RATm Page 11 Map 0 Rand McNalty & ComPanYr R.iQ7,S-23� ropmduced with pwnlsston. It Is unlawfW to further copy or reproduce wlthol�l separate NORTH NOT TO SCALE F�k� r< :78dQil cr�. PARE€...`:: SE.: ]31ST; Sr K : H : �' °� r •'.�-f. f 13iF16.E SE 13211 ST ��_SE 13�ID - I ''f• r.ygtk ��SE PL '$ ST ::sA:�ar 377Rtl,_,gu St 'ST # 44% L34iX, �.- . O'y�� aj '.hFlPly p M; SE 4W! x g fz LQ i PL SE ST -lull � I35T11 _ 13 ... 361k � � �- sr_ �R► SE 3BTI1 PL • • iG SMA � � � .' S i � ` I �•. ilii{ 7S:s +4�h1. SE T4l$T . ., tV Nv fit . 1 n _...� -JA I s c : - . - - j-'-� .. _ _ 14�►p $q �f 'f� a � 1 'dh �� P�G--��. :� ..143 .1bi SE ie 24 jv 4" Jrli iTIi � ��.. •31 �. ...-. �1. Hf +Yf .� / �e ,,. � S} a�E 1 �� 3: � Win! �i ~ LS?OQkwi • • � _. .. {.. „�,-,cr:rr.;c ��•?` Y5F � ST �7� `•t `' �c' 1� "' �i.}`.��:�as � � , A,�• Vii, ,�t.'t€ I a',v '� ,�iaace... __.,✓t ...� � `A' � wF� �j�?� �71•+�'�,1�tn �'�"��p�p•.,, w' -•^f�4 y.��l7:,q� "�" k.,�srl I v ��7 ��I _ �+T1Y � � •-:k siry�:'. '. T�•i -+� i` I t� ry _ � A•:.•.::.y ..... � ;'.r,Y��ll�., .. \ IVY, � �r � ��% :r ; : ...171 i11S • •��y h�r".v� ''.:t':i•.y.... SITEC�-�i l � VAfLr s1 SEE WN A 110111 ST l9CIH 14 Se =� � 11^' �5�., 76p!NO_ 5<, -•� S 9L 771}i }7 $ ] 1H Py �� � p, ,' r � -• � h „�. I i tiB1X AY 4 • g'K�saTryKr 03--N EARTH coNsuLT� 1NCORPOR04TED VICINITY MAP CEDAR RIVER STATION ICING COUNTY, WASHINGTON or�wri. aNM ria. No, 9060-12 CHKO. 5,lS DATE t�2lL'OT PLATS 1 Map 0 Rand McNalty & ComPanYr R.iQ7,S-23� ropmduced with pwnlsston. It Is unlawfW to further copy or reproduce wlthol�l separate NORTH NOT TO SCALE F�k� r< :78dQil cr�. PARE€...`:: SE.: ]31ST; Sr K : H : �' °� r •'.�-f. f 13iF16.E SE 13211 ST ��_SE 13�ID - I ''f• r.ygtk ��SE PL '$ ST ::sA:�ar 377Rtl,_,gu St 'ST # 44% L34iX, �.- . O'y�� aj '.hFlPly p M; SE 4W! x g fz LQ i PL SE ST -lull � I35T11 _ 13 ... 361k � � �- sr_ �R► SE 3BTI1 PL • • iG SMA � � � .' S i � ` I �•. ilii{ 7S:s +4�h1. SE T4l$T . ., tV Nv fit . 1 n _...� -JA I s c : - . - - j-'-� .. _ _ 14�►p $q �f 'f� a � 1 'dh �� P�G--��. :� ..143 .1bi SE ie 24 jv 4" Jrli iTIi � ��.. •31 �. ...-. �1. Hf +Yf .� / �e ,,. � S} a�E 1 �� 3: � Win! �i ~ LS?OQkwi • • � _. .. {.. „�,-,cr:rr.;c ��•?` Y5F � ST �7� `•t `' �c' 1� "' �i.}`.��:�as � � , A,�• Vii, ,�t.'t€ I a',v '� ,�iaace... __.,✓t ...� � `A' � wF� �j�?� �71•+�'�,1�tn �'�"��p�p•.,, w' -•^f�4 y.��l7:,q� "�" k.,�srl I v ��7 ��I _ �+T1Y � � •-:k siry�:'. '. T�•i -+� i` I t� ry _ � A•:.•.::.y ..... � ;'.r,Y��ll�., .. \ IVY, � �r � ��% :r ; : ...171 i11S • •��y h�r".v� ''.:t':i•.y.... SITEC�-�i l � VAfLr s1 SEE WN A 110111 ST l9CIH 14 Se =� � 11^' �5�., 76p!NO_ 5<, -•� S 9L 771}i }7 $ ] 1H Py �� � p, ,' r � -• � h „�. I i tiB1X AY 4 • g'K�saTryKr 03--N EARTH coNsuLT� 1NCORPOR04TED VICINITY MAP CEDAR RIVER STATION ICING COUNTY, WASHINGTON or�wri. aNM ria. No, 9060-12 CHKO. 5,lS DATE t�2lL'OT PLATS 1 I 3L ca � n. � f m $ 4' I r � W -41, i / r rJ rJl+- h• �� r'r c o M► 0 S �AV p►y�91 rn C] g m % lu di ao L z 2z -CL a LU z -i- -i LL � d �.9L tu z Q z r C} � z rc tib' � �Q � �� � rti J �UZ U� Y Z I 3L ca � n. � f m $ 4' I r � W -41, i / r rJ rJl+- h• �� r'r c o M► 0 S �AV p►y�91 rn C] g m % lu di ao L z 2z -CL a LU z -i- -i LL � d �.9L tu z 4 INCH MIN. DIAMETER PERFORATED PIPE - LEGEND Surface seal; native soil or other low penneablity material Washed rock or pea gravel Drain pipe; perforated or slotted 0 rigid Schedule 44 PVC or SDR 35 P" laid with perforations or slats faring down; tight jointed; with a positive gradient. Do not use fletxible corrugated plastic pipe. Do not to building downspout drains Into footing fines. 2 INCH MIN. SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING Earth Consulting Incorporated TYPICAL FOOTING SUBDRAIN DETAIL CEDAR RIVER STATION KING COUNTY, WASHINGTON DRWN. DNM PROJ. NO. 9050-12 CHKO. 3.15 DATE W2W7 IPLATE 3 • • • • • APPENDIX A FIELD EXPLORATION • E-9060-92 • Subsurface conditions at the site were evaluated by reviewing the logs from three borings and three test pits completed as part of two previous geotechnical engineering reports prepared by ECI. The borings were drilled to a maximum exploration depth of 21.5 feet below grade by Gregory Drilling using a truck -mounted drill rig. The test pits were excavated to a maximum exploration depth of 11 feet below grade by Northwest Excavating using a rubber - tired backhoe. • Approximate exploration locations were estimated by pacing from site features depicted on a site plan. The exploration elevations were estimated based on topographic data available at the time of the explorations. The locations and elevations of the explorations should be considered accurate only to the degree implied by the method used. These approximate locations are shown on Plate 2. The field exploration was continuously monitored by an engineering geologist from our firm who classified the soils encountered, maintained a log of each exploration, obtained representative samples, and observed pertinent site features. The samples were visually classified in accordance with the Unified Soil Classification System (USCS), which is • presented on the "Legend," Plate Al. Representative soll samples were collected and retumed to our laboratory for further examination and testing. Logs of the explorations are presented on Plates A2 through AS. The final logs represent our interpretations of the field logs and the results of the laboratory examination and tests of field • samples. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. The borings were drilled using a hollow -stem auger. In the borings, Standard Penetration • Tests (SPTs) were performed at selected intervals in general accordance with ASTM Test Designation D1586. The split spoon samples were driven with a 1 40 -pound hammer freely • falling 30 inches. The number of blows required to drive the last 12 inches of penetration is "N called the -value." This value helps to characterize the site soils and is used in our engineering analyses. These results are recorded on the boring log at the appropriate sample depths. • • • • • • • • • • Coarse -gained soils More than 50% material larger than No. 200 sieve atze MAJOR DIVISIONS Sand and sandy soils More then 50% coarse traction Passing No. 4 Sieve Silts l=ine -premed soils and days More than 50% material smaller than No. 200 sieve size g ft and clays Highly organic soils Tcpacll RII Clean sand (Utile or no fines) Sands with fines (appreciable amount Of fines) Liquid limit less than 50 Liquid I" greater than 50 GRAPH Clean gravels Gravel and (Tittle or no fines) gravefly soils Inorgartic sits and very fine sands, rock flour, More them 50% i31N coarse fraction Gravels with fines retained on No. 4 (appreciable amairtt Sieve of fines) Sand and sandy soils More then 50% coarse traction Passing No. 4 Sieve Silts l=ine -premed soils and days More than 50% material smaller than No. 200 sieve size g ft and clays Highly organic soils Tcpacll RII Clean sand (Utile or no fines) Sands with fines (appreciable amount Of fines) Liquid limit less than 50 Liquid I" greater than 50 GRAPH LETTER TYPICAL DESCRIPTION SYMBOL SYMBOL Inorgartic sits and very fine sands, rock flour, O Q . G . 0 ' i31N Well graded gravels, gravel sand mixtures, . c3 of Illtle or no fines i i i i OLOrganic Pocrty­gad gravels, gravel -sand vb .R 1 9P mhdures, little or no fines MH Silty g(avels, gravel-sand-slft mixtures mh send or silty souls SC` Clayey gravels, gravel -sand -clay mixtures / 9C SW Well -graded sands, gravelly sands, little of no sw fines SP Poorly -graded sands, gravelly sands, lime or no sP fines S1ti1 e_ Silty sands, sand -silt mixtures SC Clayey sands, sand -clay mi)dures Inorgartic sits and very fine sands, rock flour, ml silty -clayey fine sands, clayey sifts with do plasticity CE inorganic days of law to medium plasticity, gravelly of Clays, wu* clays, silty clays, lean clays i i i i OLOrganic Bits and organic silty clays of low r i i oI plasticity MH Inorganic situ, micaceous or diatomaceous One mh send or silty souls CH Inorganic clays of high plasticity, fat days OH OWic days of medium to high plasticity, oh organic silts ' *"* PTPeat, humus, swamp soils with high organic u Pt oonlsnts W 41 w °I Humus and duff layer tflghy variable constituents The discussion In the text of this report is necessary for a proper understanding orthe nature of the mahriai presented in the attached togs. Dual symbols are used to indieato borderline soil cimmiffcation. C TORVANE READING, tsf qu PENETROMETER READING, tsf WMOISTURE, % dry welght P SAMPLER PUSHED SAMPLE NOT RECOVERED Pcf DRY DENSITY, Ib. per cubic ft. LL LIQUID LIMIT, % PI PLASTIC INDEX T_ Earth Consuftug Incorporated 2" O.D. SPLIT SPOON SAMPLER 2.4' 1. D. DING OR SHELBY TUBE SAMPLER WATER OBSERVATION WELL DEPTH OF ENCOUNTERED GROUNDWATER DURING EXCAVATION SUBSEQUENT GROUNDWATER LEVEL WITH DATE LEGEND - Al Boring Log Project Name: Cedar River Station Shaer of Job No. Logged by: 1 2 Start Date: Completion Date: Borfng No.: 9060-7 MGM 12113/02 12/13/02 B-701 Drilling Contractor Drilling Method: Sampling Method: Gregory Drillinq HSA SPT APpmate Ground Surface Elevation: Hole Completion; 105' ❑ tJlonftorlrq Well ❑ Piezometer ® Abandoned. sealed with bemoMte General W No. r Surface Conditions: Depth of Topsoil & Sod 1 "- 2" (votes (96} Blom + Ft.ci U cn GM Brown silty GRAVEL, medium dense, moist (Fill), comprised of angular gravel 7 GM Brown silty GRAVEL, medium dense, molat 2 4.8 -contains cabbies 21 -contains pockets of ori P poorly graded sand a.1 4 -collected cuttings at approximately 4' 5 -19.3% fines at 4' 2.5 27 B 7 5Z -becomes water bearing at T �'$ t3 -becomes reddish brawn 27 s 11.9 . 4 . i4 GP Grades to brown poorly graded GRAVEL with Sand, medium 61 dense, water bearing * * 11 . } . -12% fines 12 -contains cobbles 13 -blow count at 10' high due to cobble blocking sampler, soil is likely medium dense a i . . 14 i. • � 12.7 27 i'W 16 w 17 � 18 �j 19 Boring Log n Earth Consulting Incorporated Cedar River station King County, Washington Pro). No. 9060-7 13m. GLS Dats Dec. 2002 Checkad MGM I Data 12127/02 Plate A2 Subsurface condiflons depicted represent our observations at the time and tocatlon of this exploratory hale, modified by engineering tests, analysrs and Judggm ent They are not nec essarly representative of other times and bxaflons. we cannot accept responslblilty lbr theme or htarpretation by others of r nfarmation presented on this loo_ Boring Log Project Name; Sheet at Cedar River Station 2 Job No. logged by, Start Date: Completion Date: Boring No.: 9060-7 MGM 12/13102 12113102 B-701 Drilling Contractor. Driling Method: Sampling Method: Gregory Drilling HSA SPT Approbrnate Ground Surface Elevation: Hale Completion: 9 05' ❑ Moni Wali ❑ Plexometer ® Abandoned, sealed wrEh bentonite U General BoWB s n U I, Notes �. a LL 7 o (�l Ft. 8 r0 j � 5.4 • 171 GP Brown poorly graded GRAVEL with sand, medium dense, water 27 24 bearing Boring terminated at 21.5 feet below existirlg_grade. Groundwater table encountered at 7.0 That during drilling. Boring backfilled with bentonite and cuttings. NOTES: Borings drilled by Greg Drilling, Inc. using a CME $5 Truck -Mounted brill Rig. Boring elevations estimated based on Preliminary Topographic Site Plan. Boring Log 9 Earth ConsuMng Incorporated Cedar River Station King County, Washington Prof. No- 9060-7 1 Dwn. GLS Dam Dec. 2002 Checked MGM nate 12!27102 Plate A3 Subsurface oonditlons depicted represeYnt our observations at the Bme and locatlon of this exploratory hole, mod ffad by enginearin tests, analysis and judgment. udgme maw presented utn� ll � tative of other Urines and locations. We can not acoW responslbillty for the use orInterpratation by Boring Log Completion Date: Project Name: 12113/02 Cedar River Station Job No. Logged by: 9060-7 MGM DrUIM Contractor. 5.6 Grega'y Drilling Hole Completion: Approximate Ground Surface Elevation: 105' 413 General W I No. a B a Notes M BF2 0 u 4,7 Shnot of 1 1 Start Date: Completion Date: Boring No. -- o.:12/13/02 12113/02 1 B-702 Drilling Method: Sampling Method: 2 5.6 SPT Hole Completion: Monitoring Well ❑ Piezometer Abandoned, sealed with bentonite 413 Surface Conditions: Depth of Topsoil & sod 2"- 3" A rn 1,. 4 4,7 5 34 6 7 12.1 18 B w 1U 6.4 55 �•+ .1. 11 iz .1. 13 •. i go 14 i• � 1 � 11.2 15 1* 27 •1• 16 Shnot of 1 1 Start Date: Completion Date: Boring No. -- o.:12/13/02 12113/02 12/13/42 B-702 Drilling Method: Sampling Method: HSA SPT Hole Completion: Monitoring Well ❑ Piezometer Abandoned, sealed with bentonite U) a Surface Conditions: Depth of Topsoil & sod 2"- 3" A rn SM Brown silty SAND, medium dense, moist, trace gravel SM Brom silty SAND with gravel, medium dense, moist GM I Grades to brown silty GRAvEL, medium dense, ­r ,101st -becomes water be GP Brown poody.graded bearing -4_1 % tines with sand, medium dense, water Boring terminated at 16.5 feet below existin table encountered at 7.0 feet during drilling. bentonite and cuttings. with Boring Log Earth) Consulting Incorporated Cedar River Station King County, Washington Proj. No. 9DM-7 Dwn. GLS Date Dec. 2002 Checked MGM Date 12127!42 ftte A4 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole. modlfled by enginedrp tests. analysis and ]udgmenl. They are not rmKm dl representative of other times and locations. We cannot accept reSporrslblNty for tita use or 3rtterpreiation others of Information presenters on this log. by Boring Log Project Name: Sheet of Cedar River Station Job No. Logged by: Start Date: Completion Date: Boring No-- 9060-7 MGM 12173102/2113102 B-703 Drllling Contractor. Drllling Method: SarnpYng Method: Gregory Drilling HSA SPT Approximate Ground Surface Elevation: Hole Camplellon: 105 ❑ Monitoring Weft ❑ Plezometer ® Abandoned, sealed with bentonite General w No. 2-5 a 2 surface condRfons: Depth of Topsoil & Sod 2" Notes (96) Blaws c U Ft. 10 N SM Brown silty SAND, loose to medium dense, moist 1 f 2 3.1 10 3 GP-GM Brown pearly graded GRAVEL with silt and sand, loose tca medium dense, moist �. 4 contains abundant large cobbles s -becomes medium dense 3.3 `. 29 l3 • 7 17.2 .07 8 NZ GP Brown poorly graded GRAVEL with sand, medium dense, water 24 w bearing il• 9 -contains abundant cobbles 1a 19 + + 11 .1, -no recovery ♦ i 12 •li +� 13 M 14 15 14.3li -becomes reddish tx'awn loose to medium dense, dark !ran oxide 1 a t ! 1 f3 staining Boring terminated at 16.5 feet below exist;n grade. Groundwater table ermuntered at 7.5 feet during drilling. Boring baekfllled with bentonite and cuttings. O q� v Boring Log jEarth Consulting Incorporated cedar River station a King County, Washington 1 Proj. No. 9060-7 Dwn. GLS D$ke Dec 2002 Ct>aaicad .MGM Date 12/27/02 Plate A5 Subsurface corttNUone depicted represent our otrsai mons at ft time and location of this exploratory hole, modified by engEnsen tests, analysis and judgment They ars not necessaa reprasaurf We of othar times and locations. V* cannot accept rewonsibility for others of infomyation presented on this log. itis use or r pretation by Test Pit Log Proiad Name: Cedar River Station Sheet of T T ,sob No. Logged by: Date: Test Plt No.: 9060.2 MGM 7126100 Tp Excavation Contractor: NW Excavatin Apprpx. t3round Surface Elevation: Notes: Gatteral W c $ a rn Surface conditions: Depth of Topsoil 2"- 3": grass Notes (°/a} a3 SM Brown silty fine SAND, loose, moist M111111m, 3 Test Pit Log Earth Consulting Incorporated cedar Rarer station King County, Washington ol. No. 9060-2 Dwn. GLS Date Aug. 2000 Checked MGM Data 8/22100 Plate A6 Ki face amditloris deplcted represent our obsembons at the lime and Wabon of thio ext�loretory hale, modified judgment They are not nek ass& rePresentaflve of other times and locations_ We cannot �' engfneertr�g tests, ane rs of information Presented on tits lag, aopet]t resportsibilfty for the use arinterprcat 4 vowi,�r� rrrenJrum cense SP -SM Brown Poorly graded SAND with silt, loose to medium dense, rnolst -iron oxide stainin above vel contact at 5.5' . I • w s GP morn Poorly graded GRAVEL with sand, loose to medium dense, •�• 7 3.5 * 8 Vb i� 9 +� 10 -contains cobbles �rt Test pit terminated at 11 .0 feet Mow existing grade dile to excessive caving. No groundwater encountered during excavation. Test Pit Log Earth Consulting Incorporated cedar Rarer station King County, Washington ol. No. 9060-2 Dwn. GLS Date Aug. 2000 Checked MGM Data 8/22100 Plate A6 Ki face amditloris deplcted represent our obsembons at the lime and Wabon of thio ext�loretory hale, modified judgment They are not nek ass& rePresentaflve of other times and locations_ We cannot �' engfneertr�g tests, ane rs of information Presented on tits lag, aopet]t resportsibilfty for the use arinterprcat Test Pit Log Project Alam e: Cedar River Station t hb. �M=Gm 08027 Excavation Contractor: NW Excavatio Notes: Sheet of 1 1 Date: Test Pit No.: 7126100 1 TO -A APProx- (round Space Elevation: 111Y General f w � " 11 _ _ $I u, � 1 suos Conditions: Depth of Topsoil 1% 2". grass Notes (e/,j o in j 1"- 2" of Topsoil and grass, 8"- 8" of silty Gravel (Fill) SM €3ra vn silty fine SAND, medium dense, moist 2 3 -28% fines 16.4 d -iron oxide staining, mottled 5 - bable seasonal h' h groundwater table at 4 - SM Brown sllty SAND with gravel, medium dense, moist 6 -contains 6" interbed of poorly graded grave{ 6 GM Grades to brown silty GRAVEL_ with sand, medium dense, moist 9 -contains cobbles 6.9 -contains poorly graded gravel interbeds 10 be wet -becomes ureter bearing at 10' Test pit terminated at 10.5 feet below existing ggrade due to excessive cavi and groundwater seepage. Groundwater seepage encountered at 10.4 feet during excavation. Test Pit Log Earth Consulting Ineorporatc-d Cedar River Statlon King County, Washington Pro] -No. 9060-2 1 Dwn. GLS Date Aug. 2000 1 Checked MGM Delle 8122100 Plate A7 Subsurface conditions depkt®d represent our observations at the time and location of this exploratory hole, rnodifled by engineering tests, a and o nforrrnaHIon p�rewnntW on situ To t of offer times and locations We cannot aooept responslbllity for the use or lnterpmh Test Pit Log Project Dame: Cedar River Sta#fon Job No. Logged by 9064-2 MGM Excavation Contractor NW Excavating Notes: General W Q a . Notes i%bi ,�, aLL C9 m Sheet of 1 1 Date: Test Pit No.: 7126100 TP -6 Approx. Ground Surface Elevation: 110, N 2 Surface conditions: Depth of Topsoil 2": grass � E a SM Brown silty SAND, medium dense, moist -trace gravel GP Gray poorly graded GRAVEL with sand, medium dense, moist -contains cobbles -subangular to rounded gravel -caving -becomes wets slight increase in silt content -becomes water Hearing at 9, Test pit term] nated at 10.0 feet below existing grade due to excessive caving. Groundwater seepage encountered at 9.0 feet during excavation. Test Pit Log Earth Consulting Incorporated Cedar River Station King County, Washington Praj. No 9060 2 Dwn. GLS date Aug. 2000 (tracked MGM gate 8122/00 Plate A8 Zsrrface conditiorra deptc0ed represent our observations at the time and location of this aupfomtory hole, modified id judgment. They are not necassartly representdt. of other Umes and Incatfons. we canna[ aooept ore, m s dad y the � gn�ts, arg here of fnfnrmaiion presented on Us tog. erptehd by APPENDIX B LABORATORY TEST RESULTS E-006042 Particle Size Distribution Report S� % COBBLES ��%GRAVVEL % SAND 16.2 50.847.3 72.7 23-2 SIEVE + r%nul oic.0 - Mtn PERCENT FINER inolMs strs 0 C7 p 1.5 81.4 100.0 100.0 3/4 6I.7 79.8 95.6 3B 39.1 PERCENT FINER 57.5 40,1 Runtw r Ike GRAIN SIZE D6D 181 10.6 12.9 030. 0.500 1.46 6.73 DIC T2.55.5 0.373 0368 30.6 COEFFICIENTS �c 28.0 0.54 958 Cu 24.5#200 2$.28 35.02 0 WUM: 0 SOMve: A Solace: . EARTH CONSULTANTS, INC. + r%nul oic.0 - Mtn 1L SILT I96 CLAY 19.3 1.9 4.1 SIEVE PERCENT FINER O Runtw r Ike #4 35.5 #8 34.1 #16 32.4 T2.55.5 #30 30.6 050 28.0 #100 24.5#200 19.3 Samrk No.: 3701 Sample No.: $701 Sample No.: B702 Am Arm ®MMM. 0 BRI: 4' - (IM Brown alty 0mvel Fdseed; 8.1%nowm OEML•10'-ar GMY. P-t-Dmdad QmvP1 w/ sod; 11.9% moidwe 6 570 10'- OP Grv3 . P xdy. eL&d Cx area vd mM; 8,0% tech Iandhm Reeve 10 lb* Jamt= Reeve A h�* 7ndhn Reeve EkvlDepdL 4' 1?1evJDepfh: 10' ElevMgAh:10' October 19, 2012 EB -2518 Eagle Creek Land & Development, LLC 15215 Southeast 272nd Street, Suite 201 Kent, Washington 98042 Attention: Mr. Jim Otness Subject Cedar River Station 16221 Southeast Renton -Maple Valley Road Renton, Washington Reference: Earth Consulting Incorporated Geotechnical Engineering Study E-9060-12, October 1, 2007 Dear Jim: Earth I Solutions NW«r Earth Solutions NW LLC • Geotechnical Engineering 0 Construction Monitoring Environmental Sciences As requested, Earth Solutions NW, LLC (ESNW) has reviewed the referenced geotechnical engineering study. The undersigned engineer also visited the site to observe the existing site conditions. Review of the referenced study indicates the site is underlain by predominantly by medium dense to dense sand and gravel, with the upper three to four feet consisting of loose to medium dense silty sand. The study indicated the proposed development consisted of single story retail buildings. The site was observed to be vacant. At the time of our site visit, the site was vegetated primarily with grasses and weeds. Based on review of the referenced study, and the existing site conditions, in our opinion the recommendations included in the referenced study remain applicable for the proposed development. If you have any questions, or if additional information is required, please call. Sincerely, EARTH SOLUTION I LLC T a r-4+ i— Kyle R. Camp &"'� Principal 1805 - 136th Place N.E., Suite 201 0 Bellevue, WA 98005 0 (425) 449-4704 0 FAX (425) 449-4711 APPENDIX D Drainage Complaints and Map � Y N C .0 (D w N= o a Q M to ❑ 1LJ Q �0 '' LL LU cc N j Z u a Q c jn to w cn Q 2 ❑ c U G 3 Y LU UJ t U U It C7 3 � J C, 'o Y Y m o m p a a U) ! z n n ❑ z w CL 3 c o o C7 ❑ z ❑ m ,n Z S N u a u 4 E m z g z o m. m. 4-M m O zui (n a F c o o ❑ o ❑ a rn w 3 u Y w go m LO d+ ~ W z J ~ m H O d d w z C7 ¢ m a� �+ '� y W (L < m� J J J z M iptl� td Q b c°s z w¢ �; } LIJ w a p a Q o¢ E LL U) CLrn ❑ aIL m W W amp t j of a c a 16- C7 2 H a 4 ❑ ❑ ❑ u~y L9 90 M C? ca 7 o a m � w Z w C)O i9 x z z w a LL z °0 (] CD o m o LL ❑ q w z o R ❑ W C] T 3 a `''- N' r a o LLCn� f3pr�F- w ¢ o o °�' z z O -a ¢ate �+ w w w q [� n U a a s o "' = O z= =zrn U, W w w fX W U m vo w IW p p Q rVi� �� a U U U ❑ ❑ 2' 2 o c c z U a EL p Q L r z z z w oc ¢ o a a r- p ❑ ,� ❑ rwo LO U) Q LU U QaQ 1 LQQ` ElfQ m m o ° m cw7 ❑ ❑ ❑ 9 z Ff. 0Q d o c W g O z d Q J W L`Ja r vs CTO ON O N N N N N O LU p n O to O LO u� KS po pp P3 ob op V C71 W CA CD m 4M W W W m (D OS O O o Al 4 0) W m J z c u u� u7 00 in in w in ,n ao o OD LO m ur m uS o O n n © 0 o D a (D N o rl O 11 0 o O C. M cn M M C)[D M m In cn 0 m 0) S7 CA CA M 07 CO M M N N N N N N N N N N N N N N Crl N N N N N N N N N N N N N N h N N N N N h N N N H N N CL w ui D O d O 9 a w a W W a 4 a a a a a a J. - z z z wZ z = Q ]' � Z z F FZ M H H H E 4 LwL wR" SY z ZI t;❑z � Z i t2 - r r - w--- LO `.n O M C�7 v~7 W jn W O b W W O yon Wn o G o rO�� 0 SLS SA W T N [`7 YJ SCS lL] SLS 4i rLL r h = r - r M LO r T T T criW ko w GOA LU LA Cn � � UJ � Q) Y - (o2ppi T w CD co ,.1 w fA ffJ UJ R w Lo w C ^QN Q C? O O C O O LO Sn :nC. f• A aCr m T p •L '' � m N Cl C)Q N O Cl N - W O O O O r`n N c3 ao ao o v oL� C L3 W c3 `� of QC> v m i? SLS to M1 O r m m 7 It kil W3 w h CD GO mr r [+? .m.. v7 OS CM O O n o o O Q a t� q m m p 0 w oo rn rn $ o n o a a o 0 44� oo w o o Qu 8 o T.�•, o N Ca C Ol C� Da N r C+� N I'� r G. H Q` G] LL LL LL C7 C0 ) EL [ _ lL }} 3 LLL U Q.' _ LL V LCL. LL U I.L.W U U LLL C3 U- a li w IL L1,J LU LU a(¢j ? Q' �2 W LL L z EL - z_ t� (7 m p, E {� co M coo 4S a0 M {9o 45 M OS r W C? i� OS F p O O a N m M Q O N 6 O C�9 C7 N O L Com] O N 60 N M G 4 N h O V) 0 O o N N C r t� o C3 N N 7 lQ C3 C7 N N N I4J CiS n n N o0 � T o f` 0 0 N Ln Y N a % � N o 0 Cp O Iti Q7 o Lo 7 V' Q CJS pS CA r N co G � r O O N C6 T o O O N C'i CD Y 0 a O N CA 00 W 4 CS d o N u (0' ''' °°' m" C3 �I �j �l I LoI °! �I co °'I 0I NI i King Counts Water and Land Resources division - drainage services sectlon Printed' 1 9 181241 2 1 0:15;02 AM Tyne of Problem 14900 RENTON MAPLE VALLY 2002-0421 FCS MMG 156:19 SE 157TH ST (needs maintenance, not at or downstream from site) 2002-0631 C DDM 2002-0631 R DDM . (not at or downstream from site) 2003-0435 C MNM i 2003-0435 NDA -F MNM 2003-0435 NDA -Q MNM 2003-0435 R MNM . (not at or downstream from site) 2003-0826 C DTA (not at or downstream from site) 2004-0505 FCS MNM 2005-0142 C MMF 2005-0142 R MMF (same as in previous list) 2006-0440 FCS TRE (not at or downstream from site) i 2007-0148 FCC RFN (same as in previous list) i 2007.0296 C RFN 2007-0296 R RFN i 2008-0137 C DTA .2008-0246 C DDM 2012-0148 WQC WQO 2012-0509 WQC WQD (not at or downstream from site) • i • • • • i • • • i 15827 SE 156TH CT 15827 SE 156TH CT 15619 SE 157TH ST i SE 157TH ST 15619 Number Type 15619 Toros Poll i 657A5 • 2002-0275 FCS MNM Is (needs maintenance) Tyne of Problem 14900 RENTON MAPLE VALLY 2002-0421 FCS MMG 156:19 SE 157TH ST (needs maintenance, not at or downstream from site) 2002-0631 C DDM 2002-0631 R DDM . (not at or downstream from site) 2003-0435 C MNM i 2003-0435 NDA -F MNM 2003-0435 NDA -Q MNM 2003-0435 R MNM . (not at or downstream from site) 2003-0826 C DTA (not at or downstream from site) 2004-0505 FCS MNM 2005-0142 C MMF 2005-0142 R MMF (same as in previous list) 2006-0440 FCS TRE (not at or downstream from site) i 2007-0148 FCC RFN (same as in previous list) i 2007.0296 C RFN 2007-0296 R RFN i 2008-0137 C DTA .2008-0246 C DDM 2012-0148 WQC WQO 2012-0509 WQC WQD (not at or downstream from site) • i • • • • i • • • i 15827 SE 156TH CT 15827 SE 156TH CT 15619 SE 157TH ST 15619 SE 157TH ST 15619 SE 157TH ST 15619 SE 157TH ST 15643 156TH PL SE 152ND & SE RENTON MAPLE 14645 RENTON-MAPLE 14645 RENTON-MAPLE Address of Problem Comments No problem found 658.15 REQUEST TO REMOVE DANGEROUS 657A5 OPEN CHANNEL CONVEYANCE 657A5 OPEN CHANNEL_ CONVEYANCE 657A5 REQUEST TO REESTABLISH DRAINAGE 657A5 REQUEST TO REESTABLISH DRAINAGE 657A5 REQUEST TO REESTABLISH DRAINAGE 657A5 REQUEST TO REESTABLISH DRAINAGE 657A5 WATER SATURATED YARD. APPEARS 657A5 Work Authorization to mow & remove 657A5 Ditch backing up onto Wonderland Estates 656J5 Ditch backing up onto Wonderland Estates 656J5 15705 SE 157TH ST Fallen tree in/near KC project. Inv found 657A5 15400 SE 155TH PL SP1 Condos flooding D98201? Inv found 2 657A5 15619 SE 157TH ST Runoff from greenbelt into yard. Open 657A5 15619 SE 157TH ST Runoff from greenbelt into yard. Open 657A5 15601 SE 157TH ST Excess water on property. Owner asked that 657A5 15325 SE 155TH PL, M6 Groundwater from greenbelt. Inv found 657A5 15635 SE JONES RD Leaking fuel oil from old tank into Cedar 657A5 95693 SE JONES RD Oil sheen in Cedar River 657A5