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Home My WebLink AboutSWP2702817_11PUBLIC WORKS DEPARTMENT p City of M E M O R A N D U M DATE: March 22, 2011 TO: Denis Law, Mayor n, P FROM: Gregg ZimmermarfjAclministrator STAFF CONTACT: Ron Straka, Surface Water Utility Supervisor, x7248 Steve Lee, Surface Water Engineer, x7205 SUBJECT: Rehabilitation of Section 205 Lower Cedar River Flood Damage Reduction Project, United States Army Corps of Engineers, Certification of Lands and Authorization for Entry The United States Army Corps of Engineers (USACE) is requesting the Mayor sign the attached Certification of Lands and Authorization for Entry Letter prepared by the Seattle District Department of the Army. This letter certifies the land and interest are owned by the City and continues to provide a perpetual flood protection levee easement as well as a temporary work area easement to assist with rehabilitation efforts along the lower Cedar River right bank levee. The City of Renton requested assistance from the USACE under Public Law 84-99 authority to repair the damage to the Section 205 Lower Cedar River Flood Damage Reduction project on January 28, 2009. Due to the sustained high river flows from the January 2009 flood event, the lower Cedar River sheared a portion of the park and levee prism area including the gabions immediately south of the river boat launch. The federal government is planning to construct the repairs to the levee. However the terms and conditions of the executed Project Cooperation Agreement (PCA) dated May 9, 1998, between the United States and the City, require the City certify to the United States of America that any lands acquired subsequent to the execution of the PCA is still owned by the City and to provide a temporary work entry for construction to repair the damages. The federal government is providing 100% of the funding to construct the repairs to the damaged levee section. Please sign the Certification of Lands and Authorization for Entry Letter specifying the City's continued ownership and interest of lands as certified by the City Attorney, Larry Warren. Once signed, please return it to the Surface Water Utility for transmittal to the USACE. Thank you for your assistance. If you have any questions, please contact either Ron Straka at x7248 or Steve Lee at x7205. Attachments cc: Lys Hornsby, Utility Systems Director PUBLIC WORKS DEPARTMENT ^C+�;r�O� CONCURRENCE M E MORAN D U M DATE 31QRkLI DATE: March 22, 2011 iknY \ - �VS TO: Denis Law, Mayor FROM: Gregg Zimmerman, Administrator STAFF CONTACT: Ron Straka, Surface Water Utility Supervisor, x7248 Steve Lee, Surface Water Engineer, x7205 SUBJECT: Rehabilitation of Section 205 Lower Cedar River Flood Damage Reduction Project, United States Army Corps of Engineers, Certification of Lands and Authorization for Entry The United States Army Corps of Engineers (USACE) is requesting the Mayor sign the attached Certification of Lands and Authorization for Entry Letter prepared by the Seattle District Department of the Army. This letter certifies the land and/or interest are owned by the City and continues to provide a perpetual flood protection levee easement as well as a temporary work area easement to assist with rehabilitation efforts along the lower Cedar River right bank levee. The City of Renton requested assistance from the USACE under Public Law 84-99 authority to repair the damage to the Section 205 Lower Cedar River Flood Damage Reduction project on January 28, 2009. Due to the sustained high river flows from the January 2009 flood event, the lower Cedar River sheared a portion of the park and levee prism area including the gabions immediately south of the river boat launch. The federal government is planning to construct the repairs to the levee. However the terms and conditions of the executed Project Cooperation Agreement (PCA) dated May 9, 1998, between the United States and the City, require the City to certify to the United States of America that any lands acquired subsequent to the execution of the PCA is still owned by the City and to provide a temporary work entry for construction to repair the damages. The federal government is providing 100% of the funding to construct the repairs to the damaged levee section. Please provide your signature on the Certification of Lands and Authorization for Entry Letter specifying the City's continued ownership and interest of lands as certified by the City Attorney, Larry Warren. Once signed, please return it to the Surface Water Utility for transmittal to the USACE. Denis Law, Mayor Page 2 of 2 March 22, 2011 Thank you for your assistance. If you have any questions, please contact either Ron Straka at x7248 or Steve Lee at x7205. Attachments cc: Lys Hornsby, Utility Systems Director H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2817 Cedar River Section 205 Project\04.0 - Correspondence\4.18 - USACE\PL84-99-JAN2009-ASST-REQ-CEDAR\110321 Ltr from Mayor to USACE Cert of Lands.doc\STLah U��Y o�, _ City Clerk Number ." ��NTo� Checklist Select One: ❑ Contract ❑ Permit ❑ Lease ❑X Agreement Contract Type (assigned by City Clerk) Staff Name: Steve Lee Extension: x7205 Department/Division: EDEN PW/Utilities -Surface Water Approval Queue: 05/007p Addendum Number: Number: to City Clerk Numb 3 (.) CAG 98-064 (if applicable). Contract Class: ❑ Receivable ❑ Payable ❑ Grant ❑X Misc. (no $) Expiration Date: n/a Contractor Name: United States Army Corps of Engineers Short Description: Section 205 Lower Cedar River Flood Damage Reduction Cert. of Lands and Authorization for Work Entry Full or Additional Assistance under PL 84-99 to repair the Cedar River Park gabions and provide for plantings to stabilize Description: erosion along the Cedar River bank. ❑X Legal Review (attach memorandum from City Attorney) 6 Risk Management review for insurance (attach memorandum from Risk Management) ,] Insurance certificate and/or policy (attach original) „] Response to legal or Risk Management concerns (explain, in writing, how concerns have been met) �] Performance bond and verification memo from staff (for Public Works contracts only) p,(Z� Federal excluded parties list verification (Website: www.epls.gov, attach printout of search results) N/] City business license number: Check EDEN or ask Finance Department. 'J%❑ Accounts payable W-9 vendor form (obtain if not already on file with Finance Dept.) Submitted contracts are signed by contractor: X❑ Yes ❑ No /f not, provide explanation below. Fiscal Impact: ❑ Expenditure or ❑ Revenue Amount Budgeted: . Amount: $ n/n (line item, see below*): $ n/n Prior Council approval via agenda bill process required if: (see policies 250-02 and 800-12) ❑ contractor addendum is $20,000 or over (non -Public Works) or $30,000 or over (Public Works). ❑ * Contract expenditure amount exceeds budgeted amount; fund transfer needed. ❑ Addendum is for the second and additional time extensions. ❑ Interlocal Agreement (most Interlocal Agreements require Resolutions) Date of Council Approval: Resolution Number: Contractor determined via: ❑ Phone Bid/Written Quote ❑ CFB Ad (if applicable) (if applicable) May 9, 1998 3325 ❑ Consultant Roster RFP/SOQ Ad ❑ Application ❑ Sole Source <ey words for City Clerk's electronic card file: SAG-98-064, CEDAR RIVER DREDGING 98, SECTION 205 98, SECTION 205, ARMY CORPS OF ENGINEERS, FLOOD DAMAGE REDUCTION, FLOOD CONTROL, CEDAR RIVER 205 PROJECT PROJECT, PCA Print Form Revised 07/23/2008 RECEIVED Larry Warren MAR 2 2 �, From: Larry Warren CITY OF RENTON Sent: Tuesday, February 15, 2011 1:53 PM UTILITY SYSTEMS To: Steve Lee Cc: Ronald Straka; Lys L. Hornsby; Gregg A. Zimmerman; Bonnie Walton Subject: RE: Legal Review for Letter of Acknowledgement Request from Mayor on lower Cedar River levee/floodwall project I have reviewed the package from the Corps on the levee rehabilitation on the lower Cedar River. The agreement that the city is being asked to sign is apparently identical to the one I approved in 1998. The letter that the Mayor is being asked to sign and return is basically a synopsis of that contract. Therefore the Agreement and the letter are approved as to legal form. As required by the documents, I have ordered a title policy and will give it priority for review, when I get it. I have to sign a certification of title and the Mayor also has to sign. I see no issues since title was certified in 1998 and the trail property has been in city ownership and use since. If you can find it, I would appreciate a copy of my prior certification of title. From: Steve Lee Sent: Tuesday, February 15, 2011 10:45 AM To: Larry Warren Subject: Legal Review for Letter of Acknowledgement Request from Mayor on lower Cedar River levee/floodwall project Hi Larry, I have the package ready for management review on that USACE package you received last Friday requesting the Mayor sign the letter of acknowledgement. Could you send me either an email or memo stating that Legal review has been completed and it is fine for the Mayor to sign the letter composed by USACE? Thanks, Steve Lee Surface Water Utility X7205 DATE Department of the Army Seattle District, Corps of Engineers ATTN: Real Estate Division Post Office Box 3755 Seattle, Washington 98124-3755 RE. Certification of Lands and Authorization for Entry to the Cedar River Levee located at River Mile 0.2 on the right bank of the Cedar River in Renton, King County, Washington, Job No. CED-2- 09. Dear Ladies and Gentlemen: The City of Renton (hereinafter referred to as the "Public Sponsor") has assumed full responsibility to fulfill the requirements of non-federal cooperation specified in a Project Cooperation Agreement (PCA) dated the 9th day of May 1998, with the United States of America for Public Law 84-99 levee rehabilitation effort along the right bank of the Cedar River at river miles 0.2 in the City of Renton, King County, Washington, Job No. CED-2-09. Article II. D.2 and Article III of the PCA requires Public Sponsor to provide all lands required for operation and maintenance of the entire 10,000 LF Cedar River 205 Levee Project. This is to certify that the Public Sponsor has sufficient title and interest in the lands hereinafter shown on Exhibit A, attached, in order to enable the Public Sponsor to comply with the aforesaid requirements of non-federal cooperation. Said lands and/or interest therein are owned or have been acquired by the Public Sponsor, and are to be used for the construction, operation and maintenance of the above referenced project and include but are not limited to the following specifically enumerated rights and uses, except as hereinafter noted: 1. Perpetual Flood Protection Levee Easement -- A perpetual and assignable right and easement in the land delineated on the attached location map, Exhibit A, by this reference made a part hereof, to construct, maintain, repair, operate, patrol and replace a flood protection levee, including all appurtenances thereto; reserving, however, to the owners, their heirs and assigns, all such rights and privileges in the land as may be used without interfering with or abridging the rights and easement hereby acquired. 2. Temporary Work Area Easement -- A temporary easement and right-of-way in, on, over, and across the land delineated on the attached location map, Exhibit A, for a period not to exceed one (1) year, beginning with date possession of the land is granted to the Grantee for use by the United States, its representatives, agents, and contractors as a work area, including the right to deposit fill, material thereon move, store, and remove equipment and supplies, and erect and remove temporary structures on the land and to perform any other work necessary and incident to the construction of the Rehabilitation of Flood Control Works, Cedar River Levee, Job No. CED-2-09 together with the right to trim, cut, fell; and remove therefrom all trees, underbrush, obstructions, and any other vegetation, structures, or obstacles within the limits of the right-of-way; reserving, however, to the landowners, their heirs and assigns, all such rights and privileges as may be used without interfering with or abridging the rights and easement hereby acquired; subject however, to existing easements for public roads. The Public Sponsor does hereby grant to the United States of America, its representatives, agents and contractors, an irrevocable right, privilege and permission to enter upon the lands hereinbefore mentioned for the purpose of prosecuting the project. The Public Sponsor certifies to the United States of America that any lands acquired subsequent to the execution of the PCA that are necessary for this project have been accomplished in compliance with the provisions of the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (Public Law 91-646) as amended by Title IV of the Surface Transportation and Uniform Relocation Assistance Act of 1987 (Public Law 100-17), and the Uniform Regulations contained in 49 CFR, Part 24. CITY OF RENTON, WASHINGTON By: DENIS LAW MAYOR DATE: 2 ATTORNEY'S CERTIFICATE RE. Certification of Lands and Authorization for Entry to the Cedar River Levee located at River Mile 0.2 on the right bank of the Cedar River in Renton, King County, Washington, Job No. CED-2- 09. I, L a wre -&cP, J. vJk r'ev-.- , an attorney admitted to practice law in the State of W si. , I certify that: -str s I am the attorney for the City of Renton (hereinafter referred to as the "Public Sponsor") I have examined the title to `_"ce f 0 7 23 0 �" K y [Parcel # (s)] of land identified by the U.S. Army Corps of Engineers as needed for the Cedar River 205 Levee Project, Renton, Washington and included in the Certification of Lands and Authorization for Entry document to which this Certificate is appended. The Public Sponsor is vested with sufficient title and interest in the described lands required by the United States of America to support the construction, operation, and maintenance of the Cedar River 205 Levee Project. There rA are (see attached risk analysis) [ ] are no outstanding third party interests of record that could defeat or impair the title and interests of the Public Sponsor in and to the lands described, or interfere with construction, operation, and maintenance of the Project. Such interests include, but are not limited to, public roads and highways, public utilities, railroads, pipelines, other public and private rights of way, liens and judgments. To the extent, such interests existed prior to acquisition of the described lands by the Public Sponsor such interests have either been cleared or subordinated to the title and interests so acquired except as provided in the attached risk analysis. The Public Sponsor has authority to grant the Certification of Lands and Authorization for Entry to which this Certificate is appended; that said Certification of Lands and authorization for entry is executed by the proper duly authorized authority; and that the authorization for entry is in sufficient form to grant the authorization therein stated. DATED AND SIGNED at (ZC+O . , WeL , this /9*`day of Ma44. 20 II. qa�nrry Warren Attorney at Law 3 RISK ANALYSIS FOR OUTSTANDING THIRD PARTY INTERESTS RE: Certification of Lands and Authorization for Entry to the Cedar River Levee located at River Mile 0.2 on the right bank of the Cedar River in Renton, King County, Washington, Job No. CED-2- 09. There are outstanding third party interests of record in and to the lands required for the Project. An evaluation of those interests is as follows: 1. IDENTIFICATION OF THIRD PARTY INTERESTS: Please see attached. 2. ASSESSMENT: (Discuss whether the exercise of that interest is likely to physically impair the Project. Discuss the legal implications if the interest is not cleared or subordinated. Discuss the practical impediments to the exercise of the interest such as any required permits, land use restrictions, or compensation.) Please see attached. 3. PLAN TO RESOLVE: (Discuss recourse available to protect the Project in the event the outstanding interest is exercised). Please see attached. Sign e - Q-4 A DATE 3—IF'tl ARRY WARR Attorney for City of Renton, Washington W RISK ANALYSIS FOR OUTSTANDING THIRD PARTY INTERESTS Re: Certification of Lands and Authorization for Entry to the Cedar River Levee located at River Mile .02 on the right bank of the Cedar River in Renton, King County, Washington, lob No. CED- 2-09. There are third party interests of record in and to the lands required for the Project. An evaluation of those interests is as follows: 1. Identification of Third Party Interest 2. Assessment 3. Plan to Resolve Exception 4: Recording Number 8711300018 1. Boeing Employees Flight Association Inc. lease. 2. Relates to property on the Airport, on the West side of the Cedar River. 3. No action necessary. Exception 7: Recording Number 5450401 1. Easement granted to Municipality of Metropolitan Seattle for sewer line and facilities, under Lake Washington, from Foss Launch & Tug. 2. Relates to property not within the Project area. 3. No action necessary. Exception 8: Recording Number 5450402 1. Easement granted to Municipality of Metropolitan Seattle for sewer line and facilities, under Lake Washington. 2. Relates to property not within the Project area. 3. No action necessary. 1 Exception 9: Recording Number 5514905 1. Easement granted to Municipality of Metropolitan Seattle for sewer line and facilities. 2. Relates to property not within the Project area; retains rights to use the surface area. 3. No action necessary. Exception 10: Recording Number 6188147 1. Exceptions and reservations in deed from the State of Washington of all oil, gas, coal, ores, minerals, fossils, etc., and right of entry of Block A. 2. No action pending to exploit the rights. 3. The City will negotiate with the State to delay any exploration or exploitation of the right should it appear to be starting. Exception 11: Recording Number 6364405 1. Exceptions and reservations in deed from the State of Washington of all oil, gas, coal, ores, minerals, fossils, etc., and right of entry of Block B. 2. No action pending to exploit the rights. 3. The City will negotiate with the State to delay any exploration or exploitation of the right should it appear to be starting. Exception 12: City of Renton Ordinance Number 2988 1. Annexation ordinance. 2. No impediment to the Project is contained in the ordinance. 3. No action required. Exception 13: Recording Numbers 9209171541, 9606110277 and 9609040765 1. Recreational trail easement. 2. Relates to property outside the Project area. 3. No action required. 2 Exception 14: Recording Number 9209171553 1. Bridge permit for Boeing Commercial Airplane Group and Amendment to Bridge Permit. 2. Relates to property outside the Project area. 3. No action required. Exception 16: Recording Number 20040907001717 1. Easement to King County for utilities/sewer interceptor and appurtenances. 2. Relates to property not within the Project area. As builts show the sewer line in the Project area is within the right of way to Riverside Drive. The staging area has fencing that might be adjacent to or over the sewer line. However, the sewer line is covered by soil and pavement. 3. No action is necessary. If the contractor feels any need to protect the area, it may cover the area with metal sheets. Exception 18: Recording Number 20051208000280 1. Restrictive covenant to Washington State Department of Ecology. 2. Imposes institutional controls on the subject property incident to remedial actions listed in the document. The covenant specifically allows excavation and emergency repairs for levee protection and allows actions to preserve and maintain the levees as directed by the Army Corps of Engineers under the subject May 9, 1998 contract between the Army Corps of Engineers and the City. 3. No action required. Exception 20: Recording Number 20070419001710 1. Easement to King County for utility/sewer interceptor and appurtenances. 2. Apparent rerecording of Exception 16 with same date, language and exhibits. 3. No action necessary per comment to Exception 16. 3 1 2 3 4 - — - CEDAR RIVER 205 LEVEE CED-2-09 REAL ESTATE us Army cops N of Engineers, IQ to ago r f• ` \ t�D , �• - .r N Seatbe Disinct oo OCD O ft 1 O p tF� s a m LEGEND SITE ACCESS CONSTRUCTION FENCE PLSS 1/4 8 1/16 SECTION LINES PROPOSED CONSTRUCTION TWA' (STOCKPILING) OWNER PARCELS ; CITY OF RENTON PARKS 4 ; O R1 TEMPORARY WORK AREA EF + + 184,800 _ ) 1 �* A NOTES c /. G ITI'lj O ` FAILED GABION WALL Z �# •l�ZWA 2.16 ACS � 1 ,STOCK/PILING TEMPORARY m WORK AREA / U' ? e STAGING AREA ROCK PROTECTION ALONGt`r SHORE. PLANT SANDBAR + 184,400� - CONSTRUCTION FENCE ' t } , ' •_ - -. � � 13 Y ml { -{-10 1 - N l 1 0 Lij Li W J Lu W �184,0001 C oC A r# '✓' \t5 S W'/4 N E'/4 SEC 7 = o �`'. 80 so 240 4;32US FT; T. 23 N., R. 5 E., W.M. STATE PLANE, W_A NORTH, NAD 83/91, US F,T' P . m„ KING COUNTY, WA ,7 �rr r`� r � URCE UOSACE (PROPSED CONSTR PER PLATE C-101) X_ _ _ CITY OF RENTON (PARCELS & 2010 IMAGERY) S% s t p r t�� KING COUNTY (PLSS SECTION LINES) Pacific Northwest Title Company 215 Columbia Street Seattle, WA 98104 Title Officer, Curtis Goodman (curtisgoodman@pnwt.com) Assistant Title Officer, Rob Chelton(robchelton@pnwt.com) Unit No. 12 FAX No. (206)343-1330 Telephone Number (206)343-1327 City of Renton Legal Department 100 South 2nd Street Renton, WA 98055 Attention: Stephanie Rary LIMITED LIABILITY CERTIFICATE SCHEDULE A Effective Date: March 03, 2011 at 8.00 a.m. Liability: $ 5,000.00 Charge: $ 500.00 Tax: $ 47.50 Title Order No.: 1151515 Customer Ref: 072305-9096 The estate or interest in the land described herein and which is covered by this certificate is: FEE SIMPLE 2. The estate or interest referred to herein, according to the public records, is at Date of Certificate vested in: City of Renton, a municipal corporation 3. The land referred to in this certificate is situated in the State of Washington, and described as follows: SEE EXHIBIT A ATTACHED Page 1 - Order No. 1151515 W Pacific Northwest Title Company EXHIBIT A Order No.: 1151515 Legal Description: PARCELI: That portion of the East half of Section 7, Township 23 North, Range 5 East, W.M., in King County, Washington known as the former Cedar River Waterway (Commercial Waterway No. 2) and depicted on Record of Survey recorded January 10, 2005 under recording no. 20050110900004 (2005 Survey); EXCEPT that portion lying westerly of the west line of Lease Areas 1 through 6, depicted on said 2005 Survey by dotted line approximately 70 feet easterly of and parallel to the centerline of Commercial Waterway No. 2 (surveyed by H.W. Rutherford, 1944) and said centerline produced southeasterly, as shown on said 2005 Survey; AND EXCEPT that portion lying southerly of the following described line: Beginning at a concrete and brass monument in the centerline of North 6th Street marked "370 Reset 1999", shown on said 2005 Survey; thence northwesterly in a straight line to a point marked by concrete and brass monument "32429" shown on said 2005 Survey, which point is distant 150 feet from, and opposite Commercial Waterway No. 2 centerline survey station 85+03.3, said point also being the TRUE POINT OF BEGINNING of this line description; thence southwesterly in a straight line to said survey station 85+03.3, and the terminus of line description. PARCEL 2: Blocks A and B, Third Supplemental Map of Lake Washington Shore Lands, according to the official maps thereof on file in the Office of the Commissioner of Public Lands in Olympia, Washington. Tax Account Number: 072305-9096-07 *** END OF EXHIBIT A *** Page 2 - Order No. 1151515 1 Pacific Northwest Title Company LIMITED LIABILITY CERTIFICATE SCHEDULE B Page 3 A. GENERAL EXCEPTIONS 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 3. Easements, claims of easement or encumbrances which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records. 5. Any lien, or right to a lien, for services, labor or materials or medical assistance heretofore or hereafter furnished, imposed by law and not shown by the public records. 6. (A) Unpatented mining claims; (B) Reservations or exceptions in patents or in Acts authorizing the issuance thereof, (C) Water rights, claims or title to water; whether or not the matters excepted under (A), (B) or (C) are shown by the public records; (D) Indian Tribal Codes or Regulations, Indian Treaty or Aboriginal Rights, including easements or equitable servitudes. 7. Any service, installation, connection, maintenance, construction, tap or reimbursement charges/costs for sewer, water, garbage or electricity. B. SPECIAL EXCEPTIONS: As on Schedule B, attached. Page 3 - Order No. 1151515 0 F Pacific Northwest Title Company SCHEDULE B - continued Order No.: 1151515 SPECIAL EXCEPTIONS: 1. This report is restricted to the use of the addressee, and is not to be used as a basis for closing any transaction affecting title to said property. The liability of the Company is limited to $5,000.00. 2. The property herein described is carried on the tax rolls as exempt; however, it will become taxable from the date of transfer to a taxable entity. Tax Account Number: 072305-9096-07 3. Special taxes and charges for the year 2011. The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31 st. Tax Account No.: 072305-9096-07 Levy Code: 2100 2011 Total Tax Principal: $ 13.75 1st Half Amount Billed: $ 6.88 Amount .Paid: $ 0.00 Amount Due: $ 6.88 2nd Half Amount Billed: $ 6.87 Amount Paid: $ 0.00 Amount Due: $ 6.87 2011 Remaining Balance: $ 13.75 4. A lease and the terms and conditions thereof. Lessor: City of Renton, a municipal corporation Lessee: Boeing Employees Flying Association, Inc. Term: 33 years, together with the option to renew for an additional term of 10 years Dated: January 01, 1987 Recorded: January 13, 1987 Recording Information: 8711300018 Affects: A portion of Parcel 2 and other property 5. 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. 6. Any question as to the exact area and boundary of the property herein described. The west line of said premises is depicted on, but not described by, Survey recorded January 10, 2005 under recording no. 20050110900004. Page 4 - Order No. 1151515 N 8. Pacific Northwest Title Company Easement, including terms and provisions contained therein: Recording Information: 5450401 In Favor of Municipality of Metropolitan Seattle For: Sewer line and facilities Affects: A 10-foot strip through Parcel 2, as described and/or delineated in document Easement, including terms and provisions contained therein: Recording Information: 5450402 In Favor of Municipality of Metropolitan Seattle For: Sewer line and facilities Affects: A 10-foot strip through Parcel 2, as described and/or delineated in document Easement, including terms and provisions contained therein: Recording Information: 5514905 In Favor of: Municipality of Metropolitan Seattle For: Sewer line and facilities Affects: A 10-foot strip through Parcels 1 and 2, as described and/or delineated in document 10. Exceptions and reservations contained in deed from the State of Washington, whereby the Grantor excepts and reserves all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same and providing that such rights shall not be exercised until provision has been made for full payment of all damages sustained by reason of such entry; recorded under Recording Number 6188147. NOTE: No examination has been made to determine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the lands or rights so reserved. Right of State of Washington or its successors, subject to payment of compensation therefor, to acquire rights of way for private railroads, skid roads, flumes, canals, water courses or other easements for transporting and moving timber, stone, minerals and other products from this and other property, as reserved in deed referred to above. Affects: A portion of Parcel 2 11. Exceptions and reservations contained in deed from the State of Washington, whereby the Grantor excepts and reserves all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same and providing that such rights shall not be exercised until provision has been made for full payment of all damages sustained by reason of such entry; recorded under Recording Number 6364405. NOTE: No examination has been made to determine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the lands or rights so reserved. Right of State of Washington or its successors, subject to payment of compensation therefor, to acquire rights of way for private railroads, skid roads, flumes, canals, water courses or other easements for transporting and moving timber, stone, minerals and other products from this and other property, as reserved in deed referred to above. Affects: A portion of Parcel 2 Page 5 -Order No. 1151515 1 12. 13 14. 15 Pacific Northwest Title Company Ordinance No. 2988 of the City of Renton Annexing Certain Territory to the City of Renton Recorded: Recording No. Affects: August 4, 1977 7708040615 Parcel 2 Terms, conditions and restrictions regarding the use of Block B, Third Supplemental Map of Lake Washington Shore Lands, contained in agreement and amendments thereto recorded under recording nos. 9209171541, 9606110277 and 9609040765. Unrecorded Bridge Permit and the terms and conditions thereof: Disclosed by instrument Recorded: Recording No.: September 17, 1992 9209171553 Amendment to Bridge Permit and the terms and conditions thereof: Recorded: September 17, 1992 Recording No.: 9209171553 Conditions, notes, easements, provisions and/or encroachments contained or delineated on the face of the Survey recorded under Recording Number 20000314900001, in King County, Washington. 16. Easement, including terms and provisions contained therein: Recording Information: 20040907001717 In Favor of King County For: Utilities/sewer interceptor with necessary appurtenances Affects: Portions of said premises, as described and/or delineated in document 17. Conditions, notes, easements, provisions and/or encroachments contained or delineated on the face of the Survey recorded under Recording Number 20050110900004, in King County, Washington. 18. Declaration of Restrictive Covenants Recorded: December 8, 2005 Recording No.: 20051208000280 19. Conditions, notes, easements, provisions and/or encroachments contained or delineated on the face of the Survey recorded under Recording Number 20060209900003, in King County, Washington. 20. Easement, including terms and provisions contained therein: Recording Information: 20070419001710 In Favor of: King County For: Utilities/sewer interceptor with necessary appurtenances Affects: Portions of said premises, as described and/or delineated in document 21. Rights of the public to use any portion of said premises dedicated to the use of or set aside for airport purposes, roadways, recreational trails and facilities or other public purposes. Page 6 -Order No. 1151515 Pacific Northwest Title Company 22. Any unrecorded permits, licenses, leases, easements and agreements entered into by the City of Renton pertaining to the use of North Riverside Drive by other parties for water, sewer, gas and petroleum pipelines, electric lines and other utilities, telephone, or communications services and equipment. 23. Right of the State of Washington in and to that portion, if any, of the property herein described which lies below the line of ordinary high water of the Cedar River. 24. Any prohibition of or limitation of use, occupancy or improvement of the land resulting from the rights of the public or riparian owners to use any portion which is now or has been formerly covered by water. 25. Paramount rights and easements in favor of the United States for commerce, navigation, fisheries and the production of power. *** END OF SCHEDULE B *** Page 7 -Order No. 1151515 Pacific Northwest Title Company NOTES: JMJJM The vestee(s) herein acquired title by instrument(s) recorded under Recording Number(s) 6188147 and 6364405, and by decree entered in King County Superior Court Cause No. 494024. An examination of the record disclosed no record perimeter legal description for the property under search. The legal description shown in Schedule A is made in reliance upon Survey recorded under recording no. 20050110900004 and should be examined and approved by the parties to this transaction prior to recording. Page 8 - Order No. 1151515 LAC NOI-87 LEM AGREEIM h rCity of Renton to Boeing Employees Flying Association, Inc.). ` THIS INDENTURE OF.CEASE executed to tripiicate, effective as of January 1, 1987, by and betweF% the CITY OF REFTDN, a municipal corporation, hereinafter referred to as Lessor; and BOEING EMPLOYEFS FLYING ASSOCIATION, INC. hereinafter referred to as Lessee: WMESSETH: 1. PREMISES LEASED: In consideration of the covenants and 1n agreemen's of the Lessee hereinafter set forth, Lessor does hereoy lease and 1 demise unto Lessee the following described unimpro.-2d parcels of real estate accepted by the Lessee in their 'as is' condition, being located within the confines of the Renton Airport, Renton, King County, Washington, to -wit: iy See Exhibit "' Legal Description and Exhibit '8' Lease Map attached hereto and made a part hereof as if fully set forth herein., describing: basic ground lease area { }\ and Parking Lot 8. SUBJECT to restrictions and reservations of record and as further set forth herein; Together with the privilege of Lessee to use the public portion of the airport, including runwby and other public facilities provided thereon, on a non-exclusive basis, and subject to such rules and regulations as pow exist or may hereafter be Drorr-lgated by the Lessor from time to time, and further subject to all such non -..incriminatory charges and fees for such use as may be - i established from time to tiro by Lessor; on the terms and conditicis herein- after set forth for a period of thirty-three years commencino on the l;t day of Jaruary, 1987 and terminating on the 31s•. dsy of December 2019, subject to the condition;, trewever, specified in paragraphs 17 and 18 hereinbeiou. 2. RENTAL PA'•14ENTS: As rental for the above -described premises ouririg said initial lease term, I.essPe shall and will pay unto Lessor a monthly rental z,; detailed below, payable promptly in advance on the`irst day of each and evel-y month, and as further set fort!: in paragraph 18 hereinbelow. All such payments shall.be- made to the Director or Finance, Municipal 8,tilding, Renton, Washington. Initial lease 'erm for Rates listed below shall be JANUARY 1, 1987 through ! .Y 31, 1990. REJTKL PAvMEJT SCHEDULE ; 3asic Ground Lease Area - 124,837.90 sq. ft. Parking Lot A 7,200.00 sq. ft. SUBTOTAL 132,037.90 sq. ft. a $.14 sq.ft.per year - 1 1,540.44 per month, plus Seaplane Ramp Rental -S 138.13 per rk nth ell; ; :,,:• c ; .. ;7 `, TOTAL - S 1.578.57 per month (plus Leasehold Tax) } LAG NOI-87 LATE PAYMENT CHARGES It is hereby further agreed that if such rental is uoL paid before the loth of each month then there would be added a late payment charge of 5% per month from the Ist of the month- It is agreed that this late payment charge is a reasonable estimate of the increased cost to the City of the staff effort to monitor and collect on late payments as well as related City expenses due to such latE P.,-ment. AT173PNEY'S FEES AND COLLECTIONS: Should ri -nary to refer this lease to any attorney for collection, litigation, or other court action involving breach or lease occupancy after termination, enforcement of any other right and duty under this lease then it is agreed that the prevailing party at litigation should be entitled to reasonable attorney's fees to be established by the Court. If the matter is not litigated or resolved through a lawsuit, C then any attorney's fees expenses for collection of past due rent or enforcement of any right or duty hereunder shall entitle the City to recover, CD O in addition to any late payment charge, any costs of collection or enforcement including attorney's fees. c7 3. PURPOSE OF USE: Above -described premises and the structures r located thereon are leased to the Lessee for the following described purposes: co Operation of Flight Training and Aircraft Storage Facilities, together with aircraft repair ad mainten- ance, management of leased Seaplane Ramp, and fuel service. Lessee covenants that the premises shall be continuously used for those purposes during the term of the lease, shall not be allowed to stand vacant or idle, and shall not he used for any other purpose without Lessor's written consent first having been obtained. Consent of Lessor to other types of activities will not be unreasonably withheld. No advertising matter or signs shall be at any time displayed on the leased premises or the structures thereat without the written approval of Lessor. 4. MAINTENANCE OF PREMISES: The leased premises and all the improvements or structures thereon shall be used and maintained by Lessee in a neat, orderly and sanitary manner; and shall be kept well painted by Lessee in such prevailing color scheme as may be from time to time established and required by Lessor for such -Airport so that the teased premises and structures located thereon shall be kept and operated in a reasonable harzony with other :tructures and color schemes on said Airport. Lessee further covenants to keep and operate the leased premises and all structures, improvements, and activities in,co.iformity with all rules, regulations and laws m)w or.Sereafter adopted by Lessor City or the Civil Aeronautics Authority or State Aeronautics Commission, or other duly constituted governmental authority, all at Lessee's cost and expense: 5. TITLE TO IMPROVEMENTS: As further consideration for this Lease, it is stipulated and agreed that at the expiration of the renewed term of this Lease as provided in paragraph l herein contained or at any other terainatior, of this Le?-.e, ail structures and any and all improvements of any character whatever installed on the leased premises shall be and become the property of the Lessor City ai.. tftle thereto shall pass and revert to Lessor City at such termination, and none of such improvements row or hereafter placed on the 2- LAG I00I-87 leased premises shall be removed therefrom at any time without lessor's written ==sent. The Lessor shaii have the alternative, at its option, to require Lessee to remove any and all improvements and structures from the demised premises and repair any damage caused thereby, at Lessee's expense. 6. IMPROVEMENTS: Lessor shall 'not be called upon to make any improvements. alteration or repair of any kind upon said premises. and Lessee covenants that he will not permit any waste, damage or injury to the premises or improvements, nor to allow the maintenance of any nuisance thera�n, nor the use thereof for any illegal purposes or activities, nor for any purpose or operation preventing the maintenance of fire insurance on the said improvements or activities. 7. CHARGES PAID BY LESSEE: Lessee further agrees to oay, in addition to the rentals hereinabove specified and other charges hereinabove defined, all fees and charges now in effect or hereafter levied or established by Lessor City; or its successors, or by any other governmental agency or authority, being or becoming levied or charged against the premises, structures, business operations or activities conducted by or use made by t'3 Lessee cr, on and from'the leased premises which shall include but not be limited to all charges for light, heat, gas, power, garbage, water and other f` ttilities or services rendered to said premises. Lessee hereby agrees and m covenants to pay unto Lessor that certain Leasehold Excise Tax as established by Chapter 61, Laws of 1765-76, Znd EX Session (44th Legislative Session) which said ta- :4z11 be in addition to the stipulated monthly rental and be, paid separately to the Director of Finance, City of Renton, at the same time the monthly rental is due. In the event that the State of Washington or any other governmental authority having jurisdiction'thereover shall hereafter levy or impose any similar tax or charge on thic Lease or the leasehold estate then Lessee agrees and covenants to pay s-A d tax or charge, when due. Such tax or charge shall be in addition to the regular monthly rentals- B. HOLD HARMLESS: Lessee covenants to indemnify and save harmless _essor City against any and all claims arising from the ccnduct and management of, or from any work or thing whatsoever done in or about, the demised premises or the improverents or equipment thereof during seid Lease term, or arising from any act or negligence of the Lessee or any of its agents, contractors, patrons,.cestorcers or employees, or arising from any accident,injury or damage whatsoever, however caused, to any person or persons, or to the property or any person, persons or corporation occurring during slid term on, in or about the leased premises and from and against all costs, attorney's fees, expenses and liabilities incurred in or From any such claims or:any action or proceeding be brought against the Lessor City by reason of any such claim, Lessee, on notice from Lessor, shall resist, defend or settle such action or proceeding forthwith. 9. RISK Of DAMAGE OR LOSS: It is further agreed that all personal' property in said demised premises shall be at the risk of Lessee only and that Lessor or Lessor's agents 'shall not be liable for -any damage'either t, personal property, sustained by Lessee or other persons, due to the buildings )r said demised premises or any part or appurtenance thereof becoming out of repair. 10. LIPILITY INSURANCE: Lessee shall keep in full force and effect at all times during this Lease term adequate public liability and property 3- r LAG /001-8i daeage insurance, written by a c-pany authorized to do business in the State of Wachimton, with limits of -not less than $300,000/SSOO,OQO and $100,000 respectively, and Lessee shall proeptly furnish unto lessor evidence of such insurance by furnishing into Lessor a copy of each policy of insurance or a certificate thereot evieancing such coverage. 11. ASSIGNMENT: fhi: lease or any part hereof shall not be assigned by Lessee, or by operation of law, or otherwise, nor said premises or any part thereof sublet without the written consent of Lessor endorsed thereon; and in the event sure written consent shall be so given, no other subsequent assignmer' .;gnm.ents or subletting, shall be made by such assignee or assigner. . sublessee, without previous consent of Lessor endorsed thereon; and in the even: such written consent shall be so given, no other subsequent assignment, assignments or subletting, shall be made by such assignee or assignees, or sublessee, without previous consent of Lessor first ;lad and CD obtained in writing. It is expressly agreed that if consent is once given by O the Lessor to the assignment of this Lease or any interest therein or to the p subletting of the whole or any part of said leased premises, then Lessor shall O not be barred from afterwards refusing to consent to any further assignment of said Lease or subletting of said ,eased premises. r` 12_ CWINGEMCIES: It is expressly understood and agreed that m Lessor holds and operates said Airport and the demised premises under and subject to a grant and conveyance t..ereof to Lessor City from the United States of America, actinq through its Reconstruction Finance Corporation, and subject to all the reservations, restrictions, rights conditions and exceptions of the United States therein and thereunder, which grant and conveyance has been filed for record in the office of the County Auditor of said King Ccunty, Washington, and recorded in Volume 2663 of Duds, Page 386; and further that Lessor holds and operates said Airport and premises under and subject to the State Aeronautics acts of the State of Washington (Chapter 165, Laws of 1947), and any subsequent amendments thereof or subsequent legislation of said State and all rules and regulations lawfully promulgated under any act or legislation adopted by the State of Washington or by the United States ur the Federal Aviation Administration. It is expressly stipulated and agreed that the Lessee also accepts and will hold and use this Laase and the respective demised premiss subject thereto and to all contingencies, risks and eventualities of or arising out of the foregoing, and if this Leave or the period thereof or any terms or provisions thereof be or become in conflict with or impaired or defeated by any such legislation, rules, regulations, contingencies or risks, the latter shall control and if necessary modify or supersede any provision of this Lease affected thereby, all without any liability on the part of or recourse against the Lessor in favor of Lessee. Nothing in this Lease contained shall operate or be construed to prevent or tinder the future development, improvements or operation of said Rerton Airport by Lessor, its agents, successors, or assigns, or any department or agency of the State of Washington or of the United States, or the consummation of any loan or grant of Federal or State funds in aid of the development, improvement or operation of said Renton Airport. 13. RIGHTS OF LESSOR ON LESSEE'S DEFAULT: It is expressly understand and agreed that in case the demised premises shall be deserted or vacated, or if default be made in the payment of the rent or any part thereof as herein specified nr if, without consent of the Lessor, the Lessee shall sell, assign or mortgage this Lease, or if default be made in the performance. -4- LAG IOGI-87 of any of the covenants and agreements in this Lease contained on the part of the Lessee to be kepi and performed, or if Lessee shall fail to comply with any of the statutes, ordinances, rules, orders, regulations and requirements of the Federal, State and City Government, or if lessee shall file a petitien for bankruptcy or be adjudicated a bankrupt, or make assignment for the benefit of creditors or take advantage of any insolvency act, the Lessor may, if it so elects, at any time thereafter terminate this Lease and the term hereof, on giving to the Lessee ten (10) days notice in writing of the Lessor's intention so to do. Upon the expiration of said ten (I0) day notice, this Lease and the term hereof together with any and all other rights and options of Leasee herein specified, shall expire and come to an end on the day fixed in such notice, except that Lessee's obligation and liability for any unpaid rentals or other charges heretofore accrued shall remain unabated. lessor may thereupon re- enter said premises with or without due process of law, using such force as may be necessary to -emove all persons or chattels therefrom, and Lessor shall not co be liable for damages by reason of such re-entry or forfeiture. p 14. All terms, conditions and provision of this lease agreement O shall be binding upon Lessee, his successors and assigns, if any. c") — 15. COIC)OWTION: If the whole or any substantial part of the r premises hereby leased shall be condemned or taken by any County, State or co Federal authority for any purpose, then the term of this Lease shall -ease on the part so taken from the day the possession of that part shall be required fr- any ourpose and the rent shall be paid up to that date, and from that day the Lessee or Lessor shall have the right to either cancel this Lease and declare the same nil' ar. void, or to continue in. the possession of the remainder of the same under the terms herein. provided, except that the rent shall be reduced in proportion to the amount of the premises taken for such public purposes. All damages awarded for such taking for any public-urgose shall belong to and be the property of the Lessor, whether such damage shall be awarded as compensation for the dimin tion in value to th= leasehold or to the fee of the premises herein leased. 16. NOTICES: Any notice required tc be given or served in accordance with the provisions of this Lease shall be sufficier.'ly given and served if delivered in writing to a party, or if sent by registered mail, postage prepaid, to the other party's last mown mailing address. 17. RENTAL RMGOTiATION: Said rental payments as specified in paragraph 2 hereof shall continue until the thirty-first day of May 1990. Effective as of said date, and every consecutive three (3) years , said r ,tal rate as hereinabove specified shall be readjusted by and betwee,. the Parties to be effective for each ensuing three (3) However, the City retains the option of renegotiating every five (5) years, at its sale discretion.. Minimum base rental for any extended period, that is after May 31, 1990, shall not be less than the aforespecified rental of $1,678.57 per month. If, however, the parties are unable to agree upon such adjusted rental for the ensuing three (3) five period, within thirty (30) days prior to the •_ammencement of each such consecutive three (3) year period, then the parties shall submit the matter of rentals for such ensuing three (3) year period to arbitration. Lessee shall select one arbitrator and Lessor likewise select one and the two so chosen, if unable to agree within a period of thirty (30) dzys after such appointment, shall select a third one and the decision of the majority of such -5- LAG tWI-87 arbitrators shall be final and binding upon the parties hereto. The arbitrators shall ix experizockI real elLate appraisers and be knowiedgeaoie in the field of comparable rentals and use charges in King County and shall likewise give due consideration to any change in economic conditions from the preceding rental perind. Each party shall pay for and be responsible for the fees and costs charged by the arbitrator ;elected by him and the fee of the third arbitrator, if any, shall be shared equally between them. Leasehold improvements made by the Lessee shall not be considered as part of the leased premises for the purpose of future adjustments or readjustments of the aforesaid rental rates. The arbitrator shall make the decision in writing, within sixty (60) days after their appointment, unless the Lire is extended by the agreement of roth parties. The readjusted rental in each case, whether determined by arbitration or by agreement of the parties themselves, shall be effective as of the commencement of each such three (3) year rental Lerms. q 18. SURRENDER OE PREMISES: Lessee shall quit and surrender the premises at the end of the term in as good a condition as the reasonable use thereof would permit and shall not make any alterations, additions or improvements to the premises without the prior written consent of the Lessor; all alterations, additions or improvements which may be made by either of the r parties hereto on the premises, except movable office furniture or trade 00 fixtures, put in at the expense of Lessee, shall be and remain the property of the Lessor and shall remain un and be surrendered with the premises as a part thereof at the termination of this Lease without hindrance, molestation or injury. 19. FIRE INSURANCE: Lessee further ag—s ie addition to the insurance requirements herein set forth, to take uut and keep in full force and effect during the full term F this Lease, or any extension or renewal thereof, a policy or policies of fire insurance, together with extended coverage, in standard form, in a company or companies acceptable to and approved by Lessor and in an amount at least egrvl to the replacement cost of such improvements; such policy or policies shal, name the Lessor as an additional insured as its interest may appear, and true copies of such policy or policies or a certificate of insurance evidencing such coverage shall be promptly furnished unto Lessor at all times. Such policy shall not be canceled or voided unless at least ten (10) dais' written notice prier thereto has been furnished unto Lessor. 20. HOLDING OVER: If, without execution of any extension or renewal, Lessee should remain in possession of the premises after expiration or termination of the terms of this Lease, then Lessee shall be deemed to be occupying said premises as a tenant from month to month. All the conditions, terms and provisions of this Lease, insofar as applicable to a month -to -month tenancy, shall likewise be applicable during such period. 21. WAIVER OR BREACH: It is further covenanted and agreed between the parties hereto that r:o waiver by Lessor of a breach by Lessee of any ovenar,t, agreement, stipulation or condition of this Lease shall be construed to be a waiver of any succeedinc breach of the lame covenant, agreement, stipulation or cordition or a breach of any other covenant, agreement, stipulation, or condition; also that all covenants, conditions, and agreements herein contained shall extend to and be binding on the heirs, executors, administrators, successors and assigns of the parties hereto. The acceptance -6- LAG t90I-87 by the Lessor of rent after any breach by the Lessee of any covenant or condition b; Lessce to be performed or observed shalt be construed to be payment for the use and occupation of the demised premises and si:all not waive any such breach or any right of forfeiture arising therefrom'. 22. NOTICES: All notices under this Lease shall be in writing and delivered in person or sent by certified or registered mail unto Lessor at the following address, to -wit: Airport Director Renton Municipal Building Renton, Washington 98055 and in case of any notice unto Lessee, then to the premises leased hereunder, or such address as may hereafter be designated by either party in writing. Q 23. OPTION TO RENEW: In the event that lessee has fully and �j faithfully complied with all the terms and conditions 3f this Lease Agreement, r) then in such event Lessor grants unto Lessee the right and option to renew or -- extend this Lease for a .further term of ten (10) years. The rental for each r three (3) year period (or partial period) shall be ascertained as set forth ;n co paragraph 17. Notice of the exercise of such option shall 'be given by Lessee unto Lessor ;.t least ninety days prior to the expiration of the original term of this Lease, which notice must be in writing; and it is expressly agreed by and between the parties hereto that time is of tte essence in the giving of said notice. 24. NON-DISCRIMINATION: Lessee covenants and agrees not to 'discriminate against any person or -class of persons by reason of race, color, creed, national or?gin, mental sensory or physical handicap in the use of any of its facilities provided for the public in the Airport. Lessee further agrees to furnish services on a fair, equal and not unjustly discriminatory basis to all users thereof, and to charge fair, reasonable and not unjustly discriminatory basis for each unit of service, provided that Lessee may make reasonable and non-discriminatory discounts, rebates or other similar types of price reductions to volume purchasers. CITY OF RENTON, a Municipal Lorpor;tion lL� GGtc�w�. � rt% �y//7�/6�iccr/J/ Jf ✓�cv�i -i BOEING EMPLOYEES FLYING ASSOC_ INC. Mayor Pro tem L RSEFE LESSOR 7---7 City Clerk APPROKEU AS TO LEGAII'F�fp City Attorney 7- LAG #001-87 STATE Of WASHINGTON) )ss M Cc THIS is to certify that on thisk�-mt— ay of _19-d-� before me, the undersigned Notary Public, personally appeared and to me known to be the �}1 a t ru •c K - —�� k C1�4, _S and acknowledged to me that J— executed the foregoing instrument for said as its free;and voluntary act'and deed, for _ uses and purposes therein stated, and upon oath stated that such execution of CD instrument by _6 is instrument duly and regularly authorized. GIVEN under my hand an official seal the date last above stated. t'jl1at Notary Public in and for the State of Washington, residing C� -9- LAG #001-E7 STATE Of YASHINGTOK ) 1 -ss COUNTY Of KING ) This is to certify that cn this day of S<< before me, the undersigned Notary Public, personally appe�red S w. —Fr,mM and !ltaYih� c /'bEc! to me known to be the duly qualified and acting Mayor and City Clerk respectively, of the City of Renton, Washington, and acknowledged that they executed the above and foregoing instrLm�ent for the City of Renton as the free and voluntary act and deed of said City for the uses and purposes therein set forth, and upon oath stated that such execution of said instrument by them is duly and regularly authorized and that the seal attached thereto is the CD corporate seal of the City of Renton. �pj Given under my hard and official seal this�� day of J �1987 US `LL Notary Pub i in and for ti,e State of Vishing n, residing at Reat=C. LAG 001-87 EXHIBIT *A" 60EING EMPLOYFFS FLVING 4een!'i�rr n.� 1. BASIC GROUND LEASE AREA: That portion of the Northwest Quarter of Section 17, Township North Range 5 East N.M. described as follows: Commencing at a point 10 feet northerly of the intersection of the West Margin of Lake Avenue South (formerly Lake Street) with the centerline of Airport Way S. (formerly Dixie Avenue According to the plat _m of Renton Real Estate First AOdn. as recorded i- Volume 21, Page 50 Records of Xing County Washington); Thence South E7'30'17' East on 4 line 10 feet North of and VOT911e1 to the centerline of Airport Way South a distance of 236.31 feet to its intersection with the southerly extension of the centerline Of tha existing runway of the City of Renton Airport; Then.: along said runway c-nterline North e'A9'43' Wes: a distance of 294.7a feet to a ;point referred to as Runway Station 0.00: Thence North 4'49'43' West a distance Of 4272.63 feet; Thence South 05'10'17' West a distance cf 575.00 feet t0 the True Point of Beginning; Thence e:,juth 84'50150" West a distance of 373.0: teet; Thence North 2*05.30" East a distance of 109.:7 feet; Thence North DVIV 25' East a distance Of 70.06 feet; Thence North 1'31'17' West a ..:axe of 159.48 rest; Thence North 4'53'45' East a distance of 14.99 feet; Thence NOrth-85*10117" East a distance of 170.00 feet; Thence South 4'49'43" East a distance of A0.00 feet; Thence North a5'10'17' East a distance of 170.18 feet; Thence South 4'49'43" East a distance of 330.07 feet to the True Point of Beginning. TOTAL BASIC GROUND LEASE AREA; 124,837.90 spare feet. LAG 001-87 EXHIBIT "A - Boeing Employees Flying Association Page Two 2. PARKING LOT A: Beginning at a point located on the Renton Airfield Runway Centerline referred to as STA 0.00. Thence North 4149,43, WE st ilonq the -runway centerline a distance Of 4,443.19 feet; Thence South 85'10117- Westerly a distance of 770.72 feet to a Do£nt Intersecting the centerllne of Perimeter Read; thence continuing along L.le centerllne of Perimeter Road South 1*34102" Easterly a distance of 220.00 feet; Thence South 86'25'58r Westerly a distance of IA-00 feet to the True Point of Beglrning; Thence South 88'75'58 Westerly a distance or 45.00 feet; i\ Thence N^rth 1'14'02' Westerly a distance of 260.00 feet; CC) Thence North 88.25'38- Easterly a distance of 45.00 feet; Thence South 1'34102- Easterly a distance of 160.00 feet to the True Point of Beginning. TOTAL AREA PARKING LOT A: 7,200.00 square feet. 3. WILL ROCERS-Si!LEY P05T SEAPLANE BASE RAN, AREA, oescribed as follows: Beginning at a point located on the Renton Airfield Runway centerline referred to as STA 0-00; Thence North 4'49'43" West along the'runway centerllne a distenntt of 5,262.50 feet; . Thence South 35'10'17' Wes'_ a distance of 300 feet; Thence North 4'49143" West a distance of 143.9a feet to the T.P.O.S., said point also being the Northeast corner of the Airport Restaurant; Thence North 87'20.55" West along the Northerly property line of the Airport Restaurant a distance of 161.50 feet; LAG 001-87 EXHIBIT --A' Boeing Esployees Flying Association Page Thrae 3, WILL ROGERS-MILEY POST SEAPLANE BASE RAMP AREA Continued Thence North a2'39'45• East a distance of 20.00 feet; Thence South 87'20'55• East a distance of 223.18 feet; Thence South 02.39,05' lest a distance of 20.00 feet; Thence North 87'20 w vest a distancc of 61.68 feet to the True Paint of Beginning. TOTAL AREA SEAPLANE BASE RAMP: 4,463.66 square feet. _Co Co 1F.04:WU:mf 5/12/07 N CON NW SC C0.R MWO7 MARK W J' BRASS 019E AE1E uOMNCNT N'C.SE YM CARD 13,T,5j 3/07/2004; •N: FOUHO PA1HM MARK W 1-6/6' BRASS DIRE, MARKED MM SECTIONS AND -LS 11511' N 4' SWAM: CONONEIE —ENT (NI/4 COINER 18-23-5) VISTED 5/07/20D4 GRAPHIC SCALE �60�0 '1�2. ( IN neT 1 N Inch =ODD feet CTWVE HAS OFFQI!NI QOMLTRT F ,MAVE BEEN CILCwAjANACCONUNHf FOUND 1-3/4- WASS dSE. BN.4' SQUARE awe MM. N CASE. 0.3' FIFlOW CRAOE (NO/4 EdTNEn 17-2J- Y191ED 5/I3/2W4 REFERENCES: RECLRO-OF-RIRVLY F TIE EIN OF RDi TDIL VOL 10, P. 260-2511Q REG. Np 200201019000G1. RECOMO-OF-SURVEY FM RENTM ANPORY, — I-. P. 11}11X We N6 2D000N490o001. EXHIBIT MAP OF MR AIIAM LEASE FOR TIE NONG AHM AIE COMPANY, PREPARED BY NEWTON DENNS a ASSOOATES RELLVB)-6F 5WRYLY FOR CENEX HOMES, VOL 147. P. 241,'REC'NO. i00109279OODO& 'STATC of WARWCTON. COLIwSSmMEP OF P1lBMC LANDS, T19R0 STJP UWIAITAL MA➢ OF LAKE WAS "ION SNORE LANDS S10"NG THE RELOCATION OF HNNBOR ONES ANQ SHDNE LANDS INIE FROKT OF TON OF RENTONE 1945, SCALE: I'-2GO- bM OF POHT10Nj OF 4CMNIS 7 ! 116 T. 23 N.. B. 5 L. W.4.. AND OF SHMOANE; NBNWNG SAME TOLEINEA "TN CERTNN OTHER LANDS, "MIN ANO AGo4EHj M INC ON OF RENTM. WASHINGTON; FR BY N.W. WTHERFOYI, S, BFJE WRIE 194.L REMSCD OCTO1944. 'YAP OF CO/4EROAL WATERWAY OSiMCT NG, 2, RENION. WASH. WALL - DEC. 15. 1 'MAR K CONUEROAL WATERWAY 01STMCT NO Z IIBNG COUNTY. WAM. SIOMHG BGMHGAR1ES, ,GHTWRIL AHD WB-ORISONS OF 11E Oa1T6CT AND WGARON UI PRWOZO CANAL SCALE 1'-200, OCTORFA. TIM.' MAP OF 'COwNDEOa WATTAWAY DISTRICT NO 2, KING COUNTY, NAM. MMT-OT-WAY WP SEOWNG LO OF GANN- SCAM I'-IW.' UNDATED. LAKE WAWNGTM SIDE LA1405, MAP NO. 26 (SEC. T. T. 23 N. IL 3 E) KING CWHN ENGAGER'S MAP (SEC. 7. T. 23 K. R. S E) (41-340) 'ON OF RWOK M MSOM WAY MONTH WOOMNG. CEDAR RIME BFBNE TO GARDM AVENUE N.' ON OF KNEW. BRONSON! MAY SO. S. 2N0 ST. TO CWAR MVER (R-IMU (J-1-M) ON OF RENHKL SLAWN WOWMMr CAROS LEGEND" --I:. q ��I }SET 5/�' •MOM —Am W/ ML_ PI.ASRL CAP STUUIPFD LS /J2429 UNLESS O1/ERwSE STATED. ••IIO FQEiNO MOM PVC / MESAR !CAP :'`MWD TAIXH-LEAD t11A F011O CASED MONWENT 0 FLMD SURFACE MMWUT ED SET CASTS! MONUMENT n — CENTER LDNES PROPDIN WL3 PLANED -WAY LINES FUMED LOT HOE MNN LINE RNCE TITS (E)NCE I1000 roNa NOTES: HOM201NTAL OAIUM: _T` ""'GAN DATUM OF 196T / 19N AOLSN(MT (NA0 61/91L WASHINCTON, NORTH 2OR 1116 WRH Y WAS CONOUCIW NOHOIT NNE OMCArt OF A RILE R"T ANO THEREFORE DOES NOT PURPMT TO STEW ALL G4MLNT5 6 RECMO. B' LOGXMN ANND OF3OKPROH OF ALL SURVEY MAMEFAS RNOMN NWREON ARE BASED ON FIELD OBSERVATIONS TAKEN MING F/BRU.ARY DIROUON JAY. ]004 UNLESS OTWERwSE NOURO. CPS OBSFRVAlIM5 WERE MADE USHG THIMBLE 570B RECOVERS ImE ,RWARY MEASWEUFNT EOUWW04T UR XO N ME I F BOMAMNCE OF R9S SWVEY IS A 2' GEOGWETER 6W SERIES IDYLL. STAT ALL MWAIN YEASURDCENT EOX9•MENT UTW2ED HAS BEEN COIPATBD TO AND ADAU— AGANST AMA—& GEOOMG "Wr CALIBRATED BASFIW "TMN RAVERSE. THE LINEAR EMNM OF CLo"E AFTER ADXSTMDNT 5 EQUAL TO OIL SETTER THAN 1 PART N 1o.000. THE METHOD OF USED WAS COMPASS MXE AODUSTMENT. SVRWY ACCURACY ;t4EDS w.AG 332-I30-o9E P,ORTIbNS OF: All. 1/4-S. NE1/4. SECTION 7, _ALL 1/4-S, SEt/4. SECTION 7. .t'• - -„N ` N'W'I/A, NWI/4,'SECTION 17, SW 1/ii. NWI/1, $EC,710H'1T, HE TION 18. - SE 1/4, NE1/4, TION 18. ALL M .l. 2}'N.. R. 5 E. W.1F; SURVEYORS CERTIFICATE RECORDER'S -AUDITOR'S CERTIFICATE /LO R!P a CLTE2•..uoT, cPl,AanE .IGiML.FYJLlJ :u +. ._ •. FC THIS MAP IARTECTLY REPRESENTS A SURVEY MADE BY N0. Y • O 90000E ' 91AA-.aTia� /N•1 %%''�� .�'�'-'ITY ME EW UNDER YY ORrc— W CONFONYAFNCL MM ME RE00REMENR aF TIE RWNEY RECORDING ADT TEED FOR THIS If DAY OFd�,'bK 20AX .. I; Penhellagon Ay.ociate Co...lUag YA Engiaeera, Inc. L6YR) WY7_RDt4 .:1F COMIv1ERCL4.• W) AT 1NE REDIUEST Nx dN OF RFNTM N AT M W sNNVEY /n. 1R.L� A Zs' ¢ fJF PO61,/M��CON 7WP Y1YED YO16E RDOOE NOSE YOo YYWANO. RwaS DRAW BY: YtALL R W om F wdw �= IhV -- AT THE /1 ,i,L-//j /' i.•�:..+ Uy4tg a �'� MAP OGL REYMMI FILM 1'677 RG/W DAVD R. IIULTEN CEDlU1GTE INIKABFR 3242W RUPT. OT�RELDR05-AMTQ1 Y(NC - DEPUTY AUDF,ORA. ERWAYw -�NO. 2 M :: '^l% NO Ol/oi' 05 04A0.10 8 --- FOUND RARRDAa 9w N 18 17 -2 FFADE (WIN SEC. CCIWDA 17- jtOJL MON CARD 2154 'ANTED 7AS/20134 . R-17ftoo, N FOUND 3/s, COPPER M 0 A. SQUARE CONIC MON. IN CASE WRTED 3/01/20DII _AL"ORLWY� �'--aalltff FOUND PUNCH MARK-M 3/8' COPP!11R K PN IN MON. .r CASE- oo� WW IN 5OUAFKt0NQ MEN. M...Cxm "ARIC IN I-Ilr DISK N 4 W- MYjn. ..8,lOW WADE FOUMO COPPER TACT IN r I"' fLRi I. CONCRETE MASS N (,.,LI.2' DELO- NON C - =, MORTED, ON, FOUND COPPER TAW IN 'N CO.t MON. IN (CO.A. - CUIIO 241) 'qTco 6,13/20M FOUND Z, BRASS ., IN A, 'ARE COINt MON. - 'W DW a- - a. (.aWnS) I/i,/=) 0o -5- a / zcy FOIAND Z' 8NOISIK IN 4' SQUARE CONE UM IN CASE (.O.R. oN 4) NOTED2/"/1.. FOUPID 7' MASS mW IN ".E - MON. IN (CO. MON CARD 40)) NSITVD 2/19/aCOI FOUND 2' "A- OSIK. MARXED 'LS 2381r. IN 4' SOUARE COHC MON. IN CASE. -0 t COPPER PIN IN if 3' SQUARE CONC INCASE VA67 FOUND Ve:'cCPRrJ1 P- IN 4- SQUARE C04C I�L Sr IN CASE. 4v F I -I V,� �Iffl 2/l./Z.- -F 03 6?"OM CASE. am 4*f (a M. 1"N�- SY �6' 25 • c SwAn ca"Ic MM".. CAS� 4,\ A IFOM CEURD 4 14t) SET MON. IN C'SE :...[DUNE 2 IN .,o CASE-,, ;I, , O� 01 FOUND CENTER OF A AOrtED HUD IN CASE O.S' BELOW GRACE ID-0 0 8 --MW 1-3/4- BRASS DiK IN e SQUARE CONQ MON. W CASE. MW "' WADE (MI/4 MRMER -aS-5) NOTED 1/13/200A GRAPHIC SCALE 200 0 100 200 400 (M nu) am t--t ,GEND_ a..., SET Rw RMAN W/ ML- PIAS�t STAMPED LS, #32429 UNLOS QWaASE STATED. 0 rq&SID iiuoN m / Rum. w TACK-W-LEAQ FOUND CASED MONUUEWT FOUND "FACE NOMUENT 49 SET CASED MONUMENT SU-- IINp ---------- --- MEAN" EWES CENTER U.13 PROPIDITY RRWT-OF-MAT LINES FLA'ED W, U.0 CHAD, URN "IENCE WIRE -a ,,000 MOM NOTES: ,DTBZOM- DATUM; NORTH AMCRICIM DATUM Of 1953 / 1201 ANAMENT (W. U/V'twAsNi.-. MORYN ZONE WON cAiIto 3,) "no 2/18/m MR REPLACED MTH NEW MONUMENT CAME . R:11=01: L-�.v "T-26&41* ....... ......... L TibWSj0F: ALL 1/45. NEI/4. SECTM 7. DI^RN ',O'w 2 SECTION 7, A: .8475,0. floc. SECTION 17 FOUND 1/o- -OPPIDI - W S. 2NO ST. COPPER PIN IN F l/. COPPER : . ' - :, 51 ... ... N 5* SQUARE CCINL MON. Cz 3' SWIM SE.--k - i - i .. SW 1/4i NWI/4, SEC13011-0: mr DO." CRAQE E,- (, -C� � (C.O.R. MON I -ID M• NE I 4!'.NE T. 8, � cM C.0 2m) (Q..R. .-I SE I VISITED 9/13/200, S/Wa— —TED -/W2WI SHEEZ., OF 11 ALL IN.�V� 2• f E., W.W. SURVEYORS CERTIFICATE RECORDER'S —AUDITOR'S CERTIFICATE . I.?OR SURV$Y ..Abc ME 10- F "N A -AMCE %TN a, RENTO FRO II`CR TWS DAY W 20 -�.t .. ..... I I Engineers. c. INIC SURVEY AT THE REQUEST OF .1 .=G ACT - AT_ W IN SURNICY WS- - AT PACE a.- S-1 I COMMERCIAL- W) AT OC RCOUIEST OF PENNAUZOON AS30Q- INC imMN or. I $CALL. RLK I'-200'1;EN577 RGIVIA DAWD k MTCN =TW N NUMBER 324" Wpj W RECQM,$-AUoI7oQ - NCR. - DEPUTY AUOrTDR 181 e 0 SEE SHEET 4 A CND1M= KORaAN" MAI, 26 • J!, 200 SET ON --CASE 09* mNa SET MON—CASE cl &0* WORN OF ANGLE PMT OF FORM 0.2' E. OF CNMN- " FENCE GRAPHIC SCALE 1?0 Psom =ot..t wl LEGEND 5/v RNDM REmAR I PLASTIC CAP STAMPED LS. t32429 UKESS 0TNR]RNRSE STATED, X DETAIL F-.�,,I�TWASS va Al. DF.�•..J�T SET 2,V WWTII OF AANXE PANT P j ED ' 4- SOVAE CON. N�C. 0 rmNo IRON PIPE / ROM & CAP FWW TACK- 0 F-M CASED —AMENT BWFA 'SET CASED MONUMENT RmIm" LPNES ME -DER UNES - - - - - - - - - - - C"T" U`E" P"W"T, -ES MWT-W--V UNES PLAnro LOT mcs OINK L FENCE ORE LENCC WOOD FENCE ol: I.— OEM A 3/4• "'o, ------- '-.:FOJNID RAK,RPAD As TER OF 1. 5- IN, CONIC. cAsmL mm. IN S7REET WSIECTNON (tap- MON cmns CARD 2"o TIED V. -14E ST .......... NOTES- 71 ---- --- LATED pq�. NORTH ANIMCAN U7I.DA &-3893 1`1 NlAISWENT (Nm 83191). NA*xMcTowm NQRT1 DONE FOUND IN 4m3- A. �7 . -3 (CCIt MON CARD 214. ,%rm .......... FCUNY'mPUNO A..w ANo'- SEE DETAL C SWARE FOUND CENTER Of 3/4- DIVOT (NI/4 CORNER 1-2 IN V DIX QDNC. NON. IN CASL 'HELD AS FOUND TACK—kEAD IN sElF WON-IN-Mii- ...14SITED 2/10/� OoNc. MON, IN cAsL I.f E OF ON %2�BRASS ' FOUND PUNCH MARK )N r GRASS MW FOUND 3' 10W =Nti-SRASS DISK. (C.D.I. SITED 2/12/2DO4 z D, coNcRETE ucKvmENT w CASE .......... :.. -EN-m-. �NR SEC COP"Ol CAR. CALOXAIED POSITION 5d MEANDER CORNICH 9 fAM 9..PE—S MAP 24 PORTIONS OF: 4-S, NEI/4. SECTION 7, 12T Ill.;//4-S, SEI/4. SECTION 7. 7 --- 7 NIV ,4,m NIMN/4. SEC, 13 8 SECm IT- S_ NWIZ4, S!�4TIQN 17, ME I NErft-sccnom ia,: ly I SE SjI SECTION I -7, 1 'P. m �4:R. 5 E. w., SEE SURVEYORS CERTIFICATE RECORDER'S —AUDITOR'S CERTIFICATE ., OR 1M NAP W Eml .E SCN. A -- MADE UN FR My =EclvcN N CokroR-"m 'm "CITY -(JF RiNT& TI, NE-=. a SURK K�G ACT FOR THM — DAY OF —. 2D- S—latt- CO . Sr . AT T,IE KOM5T OF Cirl OF PENTON AT _ M IN SLIANCY WIL — AT PAGE C0MMERClAf---..WA-tERj#AY X& 2 AT TNE RE T OF PERNMAJI)DOM ASSOC- W- RE— 1wl,wom OAT[ m: ;a&:r. IN- S"`L- ,mu 2oT 04 0 .A- CERMWE NUMBER--n -T. DF �IAUDITDR 1--2ow an RG/vm 0.10 �o o S o / /0 90000 1 cRArx[c scAte •.� /�� / 7Do 0 1Tn mo 4Do r'4 `'• •'''. • fOVNO a-,/r � cpwrr aiAss oEvt •:�� 1 ,1 _,...,.. j '" (cox AYW'CARD lug' _�I' IK .a.lD 7-, As§'ov� •. `WP -y. Also wi»m z TAM,-N LEAD aria � .�=AE .iuiEv bc.c .lei.- ,�, # K91Tm �/02,:96D4 :• YI •' 1�. '•: •. •:.M9TCD l 11 S-1y, p47],Y•L "Tr. ; LEGEND SET SA- aw An w w/ Ylau . .. / P 5= w STAMPED L.S. =429 / <1'f •' '•?{l OIEESS DMEANII STA1U1 visa' , N 'ie9.5f eDe. Tf `�`DMDI.'nl 'wNCa NARDpI•LOX O iDUND — NPC / - r w 1 Ne9S4'Q1'w isu.94'.'. � PFHTIN ntt twTrs I 1 1 I1 .' • "•.t,'d fanD TAM—"co.i YaaAllo 1Y9) ` Ytw., 6.11' DELDw fJ1ADE, .` 6 /DAN 9lRr-ACC YaAAf7LT /dINO ppM r CAP 1 'M.p'o0' 1 , .0, Trtar 6 Il CE 9 =J: Gill YOWYdT �YARIIED IS /IMY __- �___-'l /'LS/hCt MUDM. DLSIANCES A.-- 9UNYYSIa1 u!S 1 1 01lD DD•p 2'. YOMNL'FWMD---t--- --- YEAND-Jt DIES Vl9 ftD 5i07/2004 `r�y4i.M >•� ICYY,C aIADP,C N nY9 ME.,.YCw "v — FLEA OYES ACa ATW '-Ogf ......'•'- •v• ..v.-.. .� NIODCATT METE YEll[S . 1 iwMo. swm...----`- MINT-af-KAY!lES ' PLATTED LDT YYES UNK CT UM. YaI-N-C.lSL FENC Di YDIE MICEFm- .9' 2 (]INN-UMN E .N m�n, D13Sv {�179''�:- 1 1 1 .e' w. O" CIVJI-UYR fF1a� T,MY C�oRnM�R :'• v 110D0 YNNfII10E 0.11, S.r 61P'w. I 'CA Taw SNORElANDS MAP x ` W97fD 5/oF/4 11, 1 11±.., / I q� p •' �' I NOTES: ' Q�Y1 .t �I` 1 S� l/' AY DAIUY Or 19N / 1W1 ADJL9ENr AwAA3H • '".�..,,...gqraaQ '.:'1 .i / o/$I )o W' (HAD Nr.TQK NORTHtdE 1 - e i �1i 11 SEE SHEET 3 SURVEYORS CERTIFICATE RECORDER'S -AUDITOR'S CERTIFICATE oJ1o,' t fM YAP CDIIRECTL AEPIIESENTS A SLWKY YADE aY YE m UYOEA YY DAECIIDN N COYPDYYANDE rE1N M AEo•Ha[LENE Dt ME 9JRKT aECOPODIC ACT yp RED /OA M6 DAY OF . aD_ l:,! AT M DFAICST OI D1Y ^�Ta ' m__ �_ At,� AT Y N 9NVEY VOL AT nR IRQRST OE iEN11MLE AT PACE Aas= NC. oAYD A. nAloN �TP,CATE IAMDEA Sa4I9 WIT. DE AECOPDS-ALL•ATaI Yal. - / AUalal Ali :: ' :'' `''• 7 8;,...• PORYIONS OF: ALL 1/4'S, NEi/4. SECTION 7. 7• •.• ALL 1/4.5. SEl/4. SECTION 'L`viCV.CW NWI14. SECTION 17. ..•:.'. {•. I,FD P0a1j1?V / , 4,^.. .•• NWI/4. SECT1QN-IJ: L�'/.4 Cat ,-2a-s!" "..' SW 1/Y_ FROM SIICFEINlDs prr x .. ,,. ..r, HE 1/4,',dE1/41,;SECZl6N 1D, .6`.11 ' SHEET OF: ::ALL IN ........... RECORD QF SURV')q:Y %t„ Plrnnlni ::. :•. :....T* Y OF RtNTON : rf. Penh. Ilegoa Aasociates ConsuJUng Engineers, ]no. •• COMMERCIAL WATERWAY Nam. 2 ,D9 .nY aTPLa s9DTa amTs AP9 wDDp.YD. -• •.� c..•1 .., •a• YMP UY: REYI9oN3: D9 ,M ".. WC - T10D e:1;1t ROD um 0AM ': PaN T m RLH 1'-200' 677 R0/Vu 01A7joe 04r^,00.10 I i iCUND TAD(-NKAPID 1 TOP ¢ 2001) \ \ (CDR. YOA CND ITE 1.27, iWi) NSITm 6/i3/IDO{ \ �\K\ \ \ FDAD PswC. MIRK N \ `O� .. . \ •y \r LLSCAOM& MASS DISK N CASE y ,,, IF TTT .. • \ �.� n65'V tlE1D5/ WADE \ ��1�[- `••'"•;�� (GDR. uDM CAAD 1.29) \ �` 8:. /yrO� \ O`' \ MSITED S/13/200. \ §4y AC \� ••y1\• Lp \ 'H• aI%al�.�3' .::'� PQRU'aTAd-N�IEAD '`. ''�Ibb (c9p. Yoa. CAN .0n) .10 rAAD r U.It A" CAMS STATION DM IN TOP ¢ w0' HIGH CON- µUTMERT. AT NX COMMA ,MODE\ Cl NTX - SEE C.O.R MO. CND/ f6S \ S[A: ]1+91] HEIR ACL'dD 32S6' faR S.L �NLIf BROHISW MAT N ! 11RL AVE S. CALCULATED ....5' (uAr-aEOda) PoR Illi], ¢ PESIERLT a-o-w FOR OR.YEROAL WATID WAS ayk MOLa50N WAY N. / 'W3gn Bn3/2o01 \ '� �19AE :'i:nD/2Dw 3ER'•AlAitll., / / I- w t-s/e' MAS CAP.• �•::- i.- SO, NNc a.IaL UJI g ) I K / I IDLIXD OMO OPQN P N N I 1.1• ®DW fM1ADE (COO YM CA110 f57) W-mrn Bna/2DoJ - - BaSY 70427 (MELD PER YN R-1213) - SOUTH 2ND STREET 1 SURVEYORS CERTIFICATE RECORDER'S -AUDITOR'S CERTIFICATE 1W N COWMT RP11[5EM15 A SURVEY MADE BT Ny NE OR U MT WECT0H N CQHFD AND: WTH TIE REWROJEHT] ¢ THE SURREY RECORaNOIC ACT mat ]aR TMS_ OAT 6 20_ AT Rn REWCST Of ON O PENTON AT-. N SMRVET W_ - AT PACE N M 20_IISg - AT THE R[Ol[Si�.�SOG,,M1 DA- R. NLTON CERTIFICATE NLRlfN 32429 9NPT. ¢ RErdROS-AMOTa MOO. - DEPUTY AUOTOI / !1 . - $god/ 11UBN CASE / / 0.9' BELOW GRADE (CDR. MON CARD 151) / -To 2,hstoc , / 9/26/1004 SET FLINCH w 1-5/f' BRASS CAP. / Y E) '32,22" \ / M .' SC coNc YOI, / AION ` FOUND SHAHR OF TACK -IN -LEAD M e DA NON COIJJI (C.OR. NON CAAD 1.27) .•/-••aa'.,• '•:.\ NOp'37'ti�YISTED, 17..7• •'N[T7H MOa, .P.'. RAN R.P. WVSTANCES ¢ K51' k W.S.' wi CAaD 11 NO CV 10[/NC� aWWN 6TE7+HZ �' 1 -12 0 DOi SET PU .• 00 -P- / 9 1 81,2 REFERENCES: THE AEWRD-¢-SUTVET IM E ON OFRUHTCK VOL IN, P. 26o-260C, REC NO. 2W2a10.900001. RCEDRD-¢-AgVEY IOR RpnO11 T.YOL .6. P. It]-"x RCC Nn 20aDO11.900aa1. OMOMt YAP Of"0" AWATIC LEAS[ IOO THE BCQHO NARAAE GOfAH, PREPARED BY NORTON DENNIS A, ASSOCIATES REOMO-¢-SURVEY FAR CENIFX HOMES. WL 147. P. 247. REC WTI 2WIDY3>fDOa91 *STATE OFS MAeNOF PLIB C10N, CCM.SSOMM LIC LAMOS. TRIM SIPPLENOnAL AP OF LAKE WASHNCYCH SHORE LANDS. S HOWIIC THE ALLOCATION Of NAI U ES AMG 9HME L -S IN EAN ONT ¢ THE ON ¢ mIEM , I"S. SCALE; 1'-2W" LAP OFPDRTKYLS OF SECTIONS ] ! to R. T. 2] N� R. 5 E. Y.. AND OF SIOREEANDS ABUTIRIG SAYE, IOCEMER WTH CERTAIN WHO! LINOS NTIW AND AO.WONr TO THE ON OFRENTON. WASINGTOx' BY NW. RUTHEWOI10. UE APRL 191] RENS.D QCIOBEA 1f.4. 11A1 ¢ CONMORON' vAtUtWAY DISTRU WO. 1, RERTOR, ITASIL, SCALE- H'-1 D[c 15. 1911.' HAP OF COMNCROAL WAIERWAY OSTRCT MO,2, KNO COUNTY. WASH., SIIOWIMO 6WM)ARRS IE5. CaNTCUµU SUB-N%S NS OF THE CSTRICT µO LOCATION OF PROPOSED CANAL SCALE 1•-700'. OCTOBnN, I91L' MAP OF'DNNEROAL WATERWAY DISTRICT N0. 1. RING -N.. WAStE, I 41I -WAT YAP SCW G LOCATION OFµ CAL SCALE: 1'-100': WOA1E0. M LE WASHNCTDH SHORE LANDS. YAP NC 29 (SEC. 7. 1. 23 W. R. 5 E.)LINO MAIN INONO]R'S YAP (SEC. 7. T. 27 N„ R 5 E) (.1-SMO) 'CITY OF IN7HTON. ORMSON Wn AT NOH WtOOHNa ®M WVW BRIDGE TO GAROIN AVENUE N' (1-1-52) CITY ¢ RONION. NIONSON WAY SC, S 3N0 ST. TO QDM RVED (11-1213), (]}I-3f) OR Of BENSOL SMW ET MOH-CHT CNIOS w�-s/6• MASS CAA • \. LEGENIYA°:•. H�. /� '.,. y .:50. 00NG'' :•••: IOlMD TACT[,=J1-LEAD' H::. '•:: `' \ "� OM'N CASE •:.r,v•••.• N BRprF,RAE RJ4': \ N,<ONC GOLM MiM GIH,E-.]t) .•• ' TOIRW tOPPl7t TIDIE-N-EE.V?i •.; YT S/X•`IRON AcemEO L YR50w 1a PLASDC'CAP STAMPED S. 031411 / \ ,..(GDR. SI1ED 6/15/]00. \' • W 9DEWALK ! R.0 UK= OIHEANSE STATED. 8 X\1 N`'' pnRµCE TO LIBRARY• .: 71:n R•'9Or�CMD 5]I) T' IOWD UAC1Y:: '>, O E'O(iMD NON PME / R®µ !CAP , TAOH-N-LEAD .::' 1' MAss w•,'.'.:;' ..,(�' 1MLD As r,E' w R-o-w.EtiR 'K-SR. '\ ':. WATERWAY {NA E :.rouro ., STAMPED 1959' M9 W c-C. EHRO \' 9n]/2001 NON. CARD .1, ®� I.. CASED uaAIMOHT � Ia11N0 SIP/ACT NaMANEJNT HS1E0 f/i5/2aD. ' :•,-`••`.� :1' .Y� � SR CASF N6NN(Nl I,u< 'T C •• - - - - - - -CIAIDR LINES \ 'VN•.0 _ Q------ NTER LINESb.IfDO'W" PRW- LIMES ANNT-¢-WAY ONES \ RATTED LOT LIMES CNNN lw. ED10E N.E nD10E O 'EHM :IWMD TACK-N-LEAD w rLT''\ L:dNC. RARNNO'YW -mc. .:- .1 ti8 •• -M.CLT Elm W. ONO RRDGL ••0• SEE C.OAON. GRDE ;f63 .'N •HE'/ Y• .-.: NERD I,: if.99' F0191 WACN kANl i•-•• •••' i' ~ BADHNSON AK •::\ F0UN0 TAOL-w-IFAD IN llfP'CF 4.9' 116N mNNC. EMINENT NOTES: HOOONTAL DATDM: MMTH ANHAICAN DATUN O IOU / 1 ApA796NT (HAD 63/91). WASONGTOL WORTH ZONE AT S.W COHW[R OF BRIOC€.SSE EQ(. NON. CMDO 66S CALCLAAIED 41.76' (.2.26=Brr.URO -R.P. POR C(: BOMiaON w�T X. t , Kr,lExr A-o-w FOR cW,.rROAD:WAIIxWA�na x - CALCNIArED 29.14 (29.W'-MECOND) R1.•/NM �:(' •� 4,,,T1 PbRiWESs'.QF: ALL 1/4'S. NE:I/.. SECTION 7. ..AEL-1JA'S SEI/f, SECTION 7. \ ::` .ts' ••• NW 11 4,NWI/4. SEC7kQR1.1A. ... �::. ....a•;.•-. N• SW 1/4, .NW1/6,XCI)ON 17. _ NE 1/N: NW. 'SE1E nON 14 SE I/R' NEf/s. SECTION NS': SHEET�'sl OF• 11 .: .'t ALL W-:T. R. 5 1-, W.M:' R :'RECL3'RD OFS7RFORsocietes Consulting Engineers, Inc. ITY:aF 9ENT,,6N <--6N. COMMERC='--•- TERi'V AY O.2 lVa, n YAP CNA. RE1t90NS MARK BD SCALE F1E1D BOGIE /IE1B O1Cw BANG PRO[CI1)a . ,.rNH.a RU1 1'.50' 577 RG/VW 01/07/4,_ 40 -�o 0,5 of !;,' 61 SHEET 7 REFERENCES: L RCCORO-OF-SURWY FOR TME CITY Of RILNIOM. — "Il. I. 250260y Kc l2 N. 2ND ST FOR ROTOm -PORT. — 1.. P. 11}113E. KG NO. Nagy, DOOD,. MOT A,IP W ONR AOUAl� I \ \�I�(_ \ \ I Q TIC LEASIE FOR THE 1101W AIRPLANE COMPAR, A PREPARED V NORTON NNIS & ASSOCIATES. Z/013/200A SET P .0I IN -OF-SUIM -FOR-MY" HOMESHOMESVOL- 1.7. P. 7. . REC1 NO. 1-5/11� BRASSCAP ': REOOO f Iv C=tS�Ed 'STATE OF "SMINCION. OF 1UIXK LANDS, "M SL—FA` t- MON. YN CSL MON. IN CASE. W MAI, or IN catc cmLAR (CD_R� MON CARD 413) A LMM W-1 RIE REILO�� OF HARI]OR UN` .0 SNORE LANDS W FRONT a � 0" OF 'n"OK 19&5' XA"' MSTTYD 2/15/200. .,.200 N, X /* OF PORTIONS 7 SECn S 7 & 18. T. 33 .- R. 5 L. MY.. AND OF $NORF]ANOS ARMTFPO SAME TOCCNOY VITH CERTAIN ONO LANDS MININ AND AD M.T TO THE Ott Or N.M. RUI.OfWD. INS.......... APRL IW. RN= OCTOKR It" r NAP OF COM 0AL. 3Ir NO !ATERWAY OISMM NO. i mOTm VASN. SCALE ......... 'MAR OF CONVEROA1. VIU,TERWAY NSTWT NO. 2. --- —1. MALL. 5I"OC AND "-.—S OF )NE O—T AND —ATION OFPROPOSEDPROPOSEDCANAL SCALE:V-200. OCTICKIER, 1211.' .... ... ... OF 'OOUNO - 'u-1 DIS-V No 2. R., COUP, R!OFY MAP SNOwNO LouIYON OF CANN SC-Qy-' I'-IOD'.- UNDATED. LANE WASNINIYON S,iW LANDS, MAP NO. 36 (�C 7. T. 73 Y. R. 5 L) \ I / / ` ` ♦• ♦ O,Uic, �owO.S MAP (m. '. T. 23 ... R. 5 0 Q F GRASS mr ),Z - i �i N "4 MON. M OF PER BRONSON NWT" RIOENUI-� MAR I. CASE. 9 "N WDO UE .- (-U) VkS OTY OF RENTON. BIROPISON VAI S. 7NO ST. ro =AR MWR C� val STX' 46+r.Ll OTT OF ROTOK SUMI WDIWIENT CAIC)IS 0, 40 LEGEND MON.' IV %:Aw -410M MAR W/ 110"IN cz� �ET 5/r. 41- . A STAMP"Ll P2429 C�c. OYTC� ........... WE MAR cA, Z. /4- TmX—Em X FOUND � APDRUMIGHT X R 0. FMW SURFACE MOMME14T X &Xr.14 ...... 9 wr cAsm INGINUINKNIT S. TOBIAt ST FOUND rUmCK MARK IN 1. DRAW CAP. mr-am UNS3 IN MvrLy WALK AT SWLI 1110 OF AMI Yp FOUND PU. x • ... ... IN 3/4 BRASS Im RPOI1- -PAY —S IN, /200, 2423) (...R. ON BAITED LOT u4S IF w_ 1113/— W.. _. FD`o` `4 60.X LT VAR[ FINIX FOUNRY COPP TAM 0 PDOU FENCE 2' DIA. LEAD Pug IN• OµctRACORD) CONCRIM MAW NCC=ASXE. `V FORwArER.�AvcattNwau..0. 2 NOTES' 9/13/2— 0 ,T& DAJUNL NORTH AMOI� DAIUM OF IN' �SNENT J% (MAD $3/111L MOR :{ 47 FOUND pumn, YARN IN r-,m ASS _'Em .7 1-5/6r.111. cip. 110 AS ZN OF '�) NONcon I*: avr=-r OF 14ut A X CALCL4m 1.15, (w., ........ ..... -OECD") X�Yr oYNA,O,O. IRA N 'O"Ay li 2* 22, ZS73. 213221 moN CARDS 1124.13 X. V 1. GRAPHIC SCALE /,,:S- E�//4 _ Z, 7 SO 50 100 C43 NW"}/at W*1/4. SECTION 17, • X sw i/),,-.wAn/4. SECTWWW", SO, 301 HE I/4C :�I. -INEJIr4, SECTIION 1k-V ji SE I/+, ALL IN R. 5 E. W.W.':, 'ET 5 SEE SHEET 5 SHEET,16 W"11 :RECORD ORD PF SURVWY R SURVEYORS CERTIFICATE RECORDER'S —AUDITOR'S CERTIFICATE -.70 X• pl�a OF ftiNT..& 5 .� �ECTLY �RIMNYS A � WAVE ay NO. S.Ciates consulting engineers. Inc. ut OR — DwtcnW IN carORYANQ FAIN( My FLED FOR TI,RS A.(ARP) COMMERCIAL-WA!tER*AY 140. 2 f u, OF — 20— AT W REQUEST OF OrY OF PERTs AT _M N qAhRy � — AT PA(Xn,n FRD "AS AT ME NEWEST 0' �ALLZDDN � PIC MAP + a". aMLai DRAW 6" RLH 977 D-0 R, FILTON �TE NUMBER 324211 SUPT. OF RE:IORD1_;8R NOR. �- FOUND TACX- ms`ED 9 FOUND 3/r QOPI'CR IN SOUARE CONC. MON. IN CASE (pm..E P.C. NON.) 6.3W4214. --J /2- REW IN �AAE C�. MON. CASE. ........ (to.m. No. CARD 191.) of /0 ?000c)$,, 191 00.1-/ 'REFERENCES: 3w FOR DC CITY OF RENTON. MZ 1.f. P. 26-6I REQ GRAPHIC SCALP Na so a 25 50 1. " FOR 2DODW 41OODDI. DT MAP OF W AQUATIC LEASE FOR THE DOONG MRPLANC COMPANY. PREPARED BY HOItTOM DENNIS A ASSOOATrS. IN nn) "RECORD -OF -SURVEY FOR CENTEX HOMWYCL 147. P. 247. REC. NO. LM11, . .. F.- 1 20w011— vsrTED j/("/2oD, TO" COMM TACK-ULAO IN CONC. RA" USED RECORD 3L79' R.P. FOR -�AlWATERWAY WO. 2 I., V, 57..2.. ILN MONUMENT C." ly,". '"Al OF WAS-1-. CO -I OF I I I "I MAP LAKE WASHINGTON SNORE LANDS� SHOWINC THE RELOCATION OF HARBOR LINES AKD E L,ANQS IN FRONT Of THE C- OF —. INS. SCALE' 'MAP OF PORTIONS OF SECTIONS 7 & 15. T. 23 K. R. 5 E. WjA- AND OF SHORaAN 5 ABUTTR,4 SAME. 70CETKR WTH CERtAN (FINER I -ANDS. WTHIN AND AD4ACCHT TO THE OFF OFRENTON. LIAR `IOM.* BY KV. RUn*AFORQ. APR.. 1241 REVLSED OCTOBER is... OF — --- -.1-1 SCALE. DEC. IS. I"I., e u + 'NO OF OOMMEAQ& WATERWAY DISTRICT M Z MG COUNTY. WASH.. SHOWN&I BOUNDARIES, �TOUIM AND SUtNWSIDHS OF W MSYRCT AND LOCATION OF "D W�DOM APPR.INAIE 0 w za MONUMENT NOT FOUND, I'-2W. OCTOBER 1911 SVO.P. Fl. PROPOSED CANAL. SCALE �1141. FOR -11�!!IT OmQf R.I. .1 FOUND BUT NOT LOCATED 'COMMERaAL WATERWAY O�HCT Na L HING COUNTY. WASIL, ON MAP OF (c.cA. m CARD IS") RONT-OF-RA, NO SHOWING LOCATION OF CAMAL� �- V-ji MmD.10. DE R.P. 0STANCE!; -TEx, 2/R/2� J- lME WASI�- SHORE L.&MM MAP NO. 26 (SEE7. T. 23 PL. R. 5 E)FOILING POLAR a CAP. QIG-S MAP (SEC 7, T. 23 N. It 5 E) (41-30) x MARKED .:.w -OTY OF RENTON. BRONSON WAY �TH WEXINC. CC2AA! NVIER "i TO ,cm III GARDEN IYD" N.' (1-1-52) MSITED 4121/2001 •OFF OF RENTOK BRONSON WAY M. L 2NO ST. TO CEDAR NVm (N-1213). C& mrx ary w xwFom. sumy YDRRIENT CARDS 37�11.1 POC P LEGEND:::.. UN STATEa FaAm C, rw�; t GP 4ONo TACK--UCAD FOUND CASED MGNU@ r FOUND SURFACE MONUMENT ...... a SET CASED MONLIMIENT N X SUBDI.SON LIMES - - - - - - .4 QERF" UNES MOPIERTY USES RUNT -OF -WAY LINES RATTED LK DT UNIES QH- L04FUNCE wow Kwor SIT NOTES: PIN HOWZONTAL. DATUM. NORTH ANO*CAM DATLAW OF IM3 HIM ADAAMCNT Sw 16 MAD33/01). WASwNcTON, NO"I" 291iE 3/- YA o FOUND COPPER rA&,w--UEAO N, 772.90 iiiaw 0 TOP OF R-1. 1. rM-211-E USED TO CALCULATE FOR aDMa1TaAT WATERWAY NM Z SEE CDR. MON. CAMI 505 CALCUL�= STk "IN A IRPOR T WAY 57a 79 POT. ISOX4! LT X -X V.- -m IN CASE. ALL 1, a �u� NW!� 0(C- FOND 310- ODR�OR RIM If - CARD -) -TED 1/13/2- "1 Sw I me I 4' ARE � OK IN CASE SE I TOD 3/-/2- ALL IN SURVEYORS CERTIFICATE Tws = mm — -- — IFY a 09 MY O;wcz IN— ii.: ORMANCE WTN THE R R RE TS THE SURVEYRECORVMC ACT E E RE RE RE RE RE AT OAM R. FULTDI I CCRMFXAT[ NUMBER m42f RECORDER'S -AUDITOR'S CERTIFICATE ,w NO. MED FDA MS DAY OF — 20- AT PACE AT RON ASSOC. INC. SUPT. OF RECORDS-AVINFOR MDR. - 0CPI111 AUDITOR ar..i.t- C.wrurltipff Z-ginc—. rn. F RLH I i'-SW 1 677 1 RO/vm NEI/4 SECTION 7, SE1/4: SECTION 7. WWI/4, SECTION 17, 1IWII/4, SECV691Y.- JNE1I/f.`-S&6ON IS. N�. SECTION R. 5 E.. W.W.: vw �y O. 2 17"Zroo.io SEE SHEET 9 �foMD i'CR-W-LEAD 1 ry STA 76-f' 6461w 7i �11 Wsro a/oz/zc ril . r2�'••• 1 �./ is .r• a; 1 ...... 1 ty,. •h r7, i$1 1 '2• 73 � ,':t ••', uM D • r � tr 1 G.1 ii attics o; /O yo - GRAPHIC SCU.E I•}JM PN/WASIIER R1ED 'PACE '� 0 25 SD IDO NL1ED 3/02/2a01 / IN. imET t inch = Sa EA.I fIXyU'.i'Y-LEAD LL (S 75.X4 R) 127.IT IT 1 FDUND TACK-W-LEAD N -MRA L (ZIA: 75k3 A 102.1RT) 4 TER, IV 3AW2(20D. t:,,• i} 1 • I (/ ' 1 .41 1L ............� 3 /"�r1• 1oF�•,, .gyp N 1.0 L 11 TD R-IDto. D)' -1221.Ji } 1-A16o' i 11 e SEE SHEET 7 RECORD PMTIM FOR MOIL FOES -• 0.76' SD,IlMC51E'NET rTOY FENC( VAIN N4DWC RECOD DISTANCES ma, A.': s �mT D AM 6/AS CA. A, )93) FD,HD aDSnm Y N W K N.N. lTOEE REC M ,l 01 GRACE F-0R SC10 PJ, Rp, RECOx'2 R.P. DISTA.Na )7.66' i0 P.I. YON. ,IM CARD IYS) - \15UED A/1D/NDt / e5 REFERENCES: RECORD-0 -wR\(Y FOR THE Cn O -TM, N 149, A. 2W-260G, I1LG ND. I 20iO4AOo001. AEOORD-OF-wRS[T Fal ADITM NAPCNT, 5CL Ix I. tl)-11.7E. R[C ND. IOUno]1.9Wroi. EANAIII uAl' DE MR AOUAM LEASE FOR ME 60DNC ARD+t•WE C ANY, ➢REPARET2 RY NDRTM DARNS t ASSOOAW& RECORD -OF FOR CENTEY HOMES VOL 147. P 917. RM ND. tom.279pm0.1. 'STALE CF WASMN . CONEASSMOL OF PVOUC LANDS 11120 SUPPIEY(NTK IMD" LANE WAAANC,M M91MW,C E -01. MC Aft-- Of XAR,WIII ES AND SMRE LAIRS N F9MT OF THE an DF RENTON. 1965. SCAE YAP DF PDRMNS M' SECTONS 7 R 14 T. 23 N., R. S E. WA.. AND Or sHMO DS AixjnW SAYE, IOal1EA AY% E:RTAH OYSTER LllD4 M,NW AND A"AaNT 10 IA•L WA THE an RENTSW/GTON: )60RD BY NW 9Un[. K-1, APRt 19.a, IENYO DE roeo 19 YAP CK COMMERCIAL WATERWAY DSMCT NO. 7. RFNTIM. WASH, SGLE: DEC 15. till: YM or a-EACLNL -".A, MST-- N) 2 RWD Dawn. WASH_ 9gWNo 9MWDAIME CMTMRS AND 5,16-DMSiDNS a' - Ds1RST AND LOCADM Or PROPO:m CANAL SCALE V-200. MTOBER. 1911.' NAR OF 'C CRgK WATERNAY a31MCT W. 2. K0. DaNn, WA.9 E, MMi-a-WAY NAP SNOWING LOCARM CF CANAL, 504E I'-1Da; LYDATED, LAKE WASMNCTM SHaE L 5. YAP W. 2A (SEC 7, T. 23 N. R. 3 E.) DNG COUNTY ENGNFFR'S NAP (SEC 7. T. 23 N. R. 5 C) (41-546) •Ott w RcmIw. RRMSM WAY NORM MDENWC. ®AR R- eRlOri m GARDEN At ,A' an OF RENTM. 1IMMSM WAY 30- S 2NO $I. TO =M MYER (A-1213), (3-1-54) an OF Rollom RMWI .."WENT CARDS Y +"'SET 6/0,AMON REGAR W/ YnAOW PLISTAT'W'STAYRCp RWILi. [12.26 1,55 UNLE,*9 GMES[ STATED. 2.O Fail MON PIPE / KOM k CW ' 4 ..IVJID TAat-W-,EAD FD,WD WwAa YOM21O11 �•B SET CAM YOMIYENT --------- w9a.1 LIES MIER LWES PROPERn -ES ,MIT-CF-WAY ,HEs PLATTED LaT -ES MAW LWK F[MI oaD'UcE: NOTES: K0MZMTA, DATDN: NORM ANaN'.W DATM Dr 1963 / I961 A""PIENT •:''•:: 12/Ql/2D09 SET W W 1-5/6. mAss (.AD 63/91} WA51I91GTOA NORM Zad ARMH YARAm 'a2929'. W •' 30. CaK WON. N C.E. N COME. calm . MY E a CHAIN f FEARS. n(rY. MSTA,OC TO a9sam Y, NEW .7.6a R{. a31ANa 70 FENCE POST p,p. [CIlNNNE'MR{.D.:G MAN-1911L-CE I HEWER-IODiONe'2-1METAL FIjKE POSTS L WT0.DRN2NAL HARD �' MME C •W0(aA 12' Ma CMCA�IE F00T0:0.:. 1� " = a P0.515. RECOIID '. RP, aSTANa TO P.T. I\OIL NE.0)L: 11DM EME, aa)••1 .: A7fD Aryo/20G4 _. f. '•... mitTi&soF: ALL 1/4•s. NE1/4, sECnON 7. - •.r J°:: .ac, r ,JJ.I, 1/+'s. SET/4, SECTION 7. -_-)____-_ y _• SE 1 1. SEd_T _2Y3--'• _:�_�_25--�''• •. ':•. C .__. Nw 5t NWI/4, sEcnoN 17 -NV i NE t%a. SEG'll(-2Y} AA SW (/4; SECTyt)1i 17\' 1 ' •• •�,•• ,~: •",",F f HE 1/4,;NE1/.0'SEO tON 18, SE 1/4,-WEVi. SECTION IS,;; ... SKELT.A OP II •' ALL IN T• 2].N., R. S E, W.AF.=,. SURVEYORS CERTIFICATE RECORDER'S -AUDITOR'S CERTIFICATE :Da- d��'wf„P - -- a.AmRRTSy n Y RQAESFNTS A SMRVEY MADE DY Na PSWanla� itl( RL_..M M' THE 9N5EY RE ACT "LID Fat THS _ DAY w _ . 20_ Penhull eg on Assncie Tes Cons ul(ing Engineers, Inc. AT 111E REMES7 DF a1Y !T RENIM W 7{f--/ li _Y W SURVEY I0. AT PAa • Mi RE,#JESi a PE)6NALLEGDN ASSOt; NE. Z�..RWF Y � (WI AAY 1.�� i ^_ _� I ��( YN CIK ACKSIaS DA- R. NLTM CER11E1GTE MIYDER 32". yIT. a RZ...s--m YM. - 00,- AA IM _ " RECQRD OF S.URVW- • ".CITY ;OF RENT' N COMMERCIAt-NAATER WAY h''O. 2 \TM 6Y: SCNE `IIlD 60M f[lD 1%R OAIG •' ,.Ip aEN 1•-50' 677 RC/VW 01/07^ 0 60.10 •St � . :'• j i7 _ } SEE SHEET 10 / 1 ro � � m rzz q '1 FO11D 3' RPA55 D19, •r':T N ut1NDu: CiE M9TID n� .: V70 S/W I :� r _ Ol GRAPHIC SCALE 4isg Q f ° • wp0 SURVEYORS CERTIFICATE S uAF ODHaD1LT R[rNWr13 A TIRKY MAOC 6Y r¢ on WDD, IT 0MIX w mYORMANEE YM THE RTDLMdO1n K THE, 91RtEY RdORORIC ACT Al TIE REQUEST OF tlTY d RFMTd N 2DD! !L OAVp 0. FUL10N CEI4TWH:AIE MMMSG 324E 17/0S/1004 SET PVNO1 N I-3/6' GRASS W. HARMED'32.29'. N 4• W. CONC. N CASE. w CONC CO-LM: 5.DNWTH a Mac -1 w FENCE. 01' C. OF CHAN-L rMKE z_ REFERENCES: RECORD-a-SLAIYEI' FOR THE CT' OF RENION. VOL IAO, P, 20-2 00, REC. Na N107D10190000. RECORD-W-SURKY FOR RENTON MPONT. WL IM, P. 113-11X Kr. Na 7DDDDS,wpopDl. DIRBIT OAP OF DWR AMAIN LEASE FOR THE YOEING APPILANE CONPANT. PREPARED RY MDRTW DE-NS k ASSOOATES REClRED-CF-%MWY4CR CENTFE HONES, 1R 147. P. 247; REC.-NO.. 70010.27.PN01 'STAi[ O MA9ri TW. COwl59WOr K FUeuC LANDS. YNIRD SUPRFY[NTAL NAP OF LANE WASW,01 NCTON 9E LANDS, SHO-C THE REIDCIW W ATMM809 UNES ANO 9,ORE LANDS N FRONT OF THE ON OF MNTW. 1M5. SCALE .-2w 1M W 1O1D0N5 Cf SECTRTFS 7 f ,a T. U N. R. S L:, W-Y.. AND Or 910RgANOs IHV1-IWO SANE, rIXLTNOE rTH CETTNN OTHER LM03 "" MO AaVONT 10 1HE ON O'' RENTON• WASHINGTON.' 9T H.W. RLF111CRFM. RLS. APRIL 19.5, REMSED OCTOROI 111- -MAP OF CCWxEnOAl HATERWAY DSTRICT W. 2, RCNFCN. jASH- SCALE I'_I00', DEC. 15. I" .• I 'NO OF OwxERESM WATERWAT INS-1 W. L NNG COLN". WASH-. SNOYWG BPINNIIES, -1-% A- RIR-OIN5TO15 OF ME 06 - .0 LOUIbN OF PaCPoSCD CMAL, SCALE I'_200•. MTOBER. 1911.' I N OF YtTNOLO WATERWAY OSDKT HD. 2, -6 OWN'. WAS,.. MWT-Or-WAY YAP S MW LOCATIW Of CANAL. SCALE: i'_I00;• UNDATED. IARE WA9IWGIW SINGLE LLAWS.uM Nn M (SEC 7. t 213 N. R. S E) p G COLMTY DLONEERS NAP (SEC. 7. 1. 23 H.. 0. 3 E,) (41-341) 'ON OF RE)ITON. BtO1SON WAY NWM MOEMN4 CEDAR RIYFR SMDGE M 6MGCN AVENUE Ott 0< REN-. Bp- WAY S0. i 2N0 ST. rO QOM'r4ER 0-'-5°) ON O RCHTUN, SLRKY MONMENI CARDS 3Ei 3/9'.P)W REwM v/ TELL" PUSTC, L'M STAMPED LS P2,29 1MIE5�5.'OIIIFRMSE STATED. rDR)11 NW PIPE / flfBM t CN tOWO TACW--LEAD •• ..... • •••, �'- ,i ty ® � fDMD CASFO uWUUFNt .. 4• FOwO SURFACE N-UNT ,7/Ol/2004 SET'UN0111{:t-3/Y eMlts •: •'19 50 CA= MONO l W, MMxCO ']2419, IN 4'•M,D7!4C _-___--__ SU RDM9W LRRS IwN. W CASE, IM CWa OS1AR::.: Of FULEE YEM001 LINES ----_ - __---_ CEN,1A LINES / 25 NORTH W MOLEPONT / ar W. V OIA,- K FOICE „-L/' PROPOITT LINES - RIGHT-CF-HAY LINES - - PLATTOD LDT LINES ' OWN H FENCE rW FENCE HOW FENCE • t •♦i RECORDER'S -AUDITOR'S CERTIFICATE FHED FM TM _ DAY OF -. A_ ATOM IH 1111i'EY YD- AT FACE AT THE REOIHST Or PEHNALLCr"n ASSOC- 9JC SNIT. OF R[C9RDj-AUDTDt O<. - oLh1n AUDIrW SEE SHEET 8 Pp n-slYegn a.MrHs NOTES: NDn20NTAL DATUM: NORM AMOOCU4 DAMN OF 1963 / 1N, AWSACHT (NAD 61/91), WASHNCTW. "WIN ZWE LEASE MEAS ARE LEAST] THAT MOTE N EFTECT MIDI M[; C0IMFSLtlK WATERWAY DISTRCT Mn 2 WAS DSSOL D ITT 5UPOUPI COURT ORDOI Nn NN24, GATED JILT 11939. MCSE MEAS NEXE K"HOI N OWWS FROM Ra1F 21 FOUDMND 11/32/1957 AdICnIWT KTHQN COWHROAE WAW.Al INSMCT AND S1.t111E KYW000 AHD ROlj 1R6A rSCEL1 OL6 FILL IILESC LEASE ANEAS ARC OMREMaT DYNm BY Ott OF ROITW. FMRS AND .: -FOUI•o- 3-1/2' BRAS DLSIL ...• 11AMLE0 ]M RESE1 ,9W. KCIMAD DEPMTMEH7. IN 4' SDJAYC CWG YW. N CASE(GDR MW:C4R6-STD).,.. ( 1L9TED 3/OT%2001 S7A: 6=.T.37. 151.13wT - _• ` NORTH 6T -f' STRE T,r'" • � F x 4T7LTw,� . ALL 1/4•s. NEf/4. sEcnON 7. ,17133' •: •' Al4. 1/4'5. SE)/4. SECTION 7, W f t/t NW1/4. SECTION 17. }S" ••• SECTION•i N• D,� N--. SW 1/ 4;, NW1/4. •v ID, i „i NE 1/4,:NE1/A'".$E •:•SHEEP-,0 ... ♦.., WICGitON i.._ '"•: SE 1/4:•NEl'/•4. T1ON 1D, • OF•11 _ i' ALL N T,• 241Ci7. R. S E_ W. s..67...n.R P1...4.6 :9Mrr.3•Sa6 Consulting Engineers, Inc. ,Dmww, WA NMaa Fwq 9W7-9ew A791 BC I SCALE- F1OD R001L - MHH I--'- t, •••. RLH I..So• 677 RG/w 01/07A5 0;�;o.10 1 •'1'a. tA.. r..• Al 2abS� .soi is 90o0 REFERENCES: RECORD-OF-5UR1EY FOR ME a" M PENNON. •/Of- IRA P. MO0 260C, XCC CRAPHIC SCALE M0. 2002010NDOOD01. 50 0 35 50 IW RECORD-OF-M NEY FOR RENTON NPPORT, Y 136. P. 113 113L WC No. ... 200003INDW01. .' .. .•... F]R®F YN 6 OIR TEASE FON —E BOf>NC ADIKANE CDYPu1Y, '- =_l-S PREPARED BY NONTON DENNIS ! ASSOOA78 ( IN /QT ) r 1 Eeai 6D /RRI ,.. --9.1R1F/-FOR-CORTEX H[NES Y0.. 4171'4. 247, REC.ND 30010D3]DOD00.). f. {S � �1 may. •.. 11j 1 • ��:. V1 � D 1• � :g� •�.. 1 0 � 1V . 1 BSTp .�.��•...1 5: 1 }I I• BB p ••.•:: 1 � • 1 � I _-...,..- SEE SHEET 9 / -STATE OF dA51yY1LION COYYISSIC EIt OF PUBLIC LANDS, DMD SYPMi]NENTAL / Y,A, . LANE WASWNGION Dow —05, STMWNG ME XaI TNRN OF ..a. EWES AND S ORE LANDS N FRONT Or ME OTY CE RENJw 1fN SCAL /r I'�30If 'YAP OF PORTIONS OF SECDONS 7 R IIL T. xJ N.. R. 5 C: W Y., .COD OF 910REIANDS ADUTTNC SAME. 70MMER WIN CERTAIN OMER VINO; WARN AND ADJACENT M ME — OF PENTON. WA9NwO1TAN; BY KW. RMDNEI6 . RLi. � / APRI teal. RENSm oCIOBFR IBaa. 'YAP O COINEROAL WATERWAY DISDBCT NO. 2. RENTO. WASH. SCA.F, 1'% DEC I. I.-. OF COEIYONOAL WATERWAY .—Cl .0. z KMO E9UMTY, WASH, 9NDW1Nc BOUND-M Q ,Dux5, ANO 558-OWS v ME UMWT AND LOCATION Q PROPOSED CANAL SCAT£ 1'-2CO', OCTOBIA. MI.- -O]uuOIOK WATERWAY OSTRICT NO. X. RNc COWYY. WASN., /rr MOIT-O-MAY YAP SNOWNC LDGIIOM OF CANAL WALL I'.100,' LNOArM. LAKE WASNNCTON 940K LANDS, YAP W. 26 (SEC. 7, r. 23 N., R. 5 C) RIND MUNN ENGHEER•S MAP (SEC. 7. T. 23 K. R. 5 E) (N-50) .4)': -DIY RCNTON. MONSON WAY NIMM WIOEMWO, CIDM gSLll MIOGL 1p O11DEl4 AApRR 1; 3' OTY OFRdTON, BRONSONONSON WAY M. S 7N0 S1. TOCEDAR�PItEA (R-1213L 5 REo-']zAis•, w ' so. cwc� 6E IM'cwn tJ&E '....:..., ;tf 7DtAW-UNF FtJ(tE LEGEND sz,V xuwer • .rsET 5/r:xw REBAR W/ Y[1EDr � ....................�. tdauNEsB'omrnNlsE nA7Eo. .7'O FO2— NI•E / R .. CM - - (ON I TACK-N iEAc r —ED YONUYONT t�' FOIBO —FACE EIONVMENT • •••••• "•N 53•• sET CASED .--.T ----_--- SEN.DOR N ONES — NSAIRR UNCS PROPOIIY E •• — � � � � — RfoNI-OF-WA N 1Y1E5 PIATT[D LOi tIN(S CNAw RENCNN2 AENCE 1 WOCO lIHCE 12/03/2004 SET PUNCH N I-5/r MASS CAP, YARKCD -na2P'. N a• - co. NOTES: MON. N R CASE_ w CCNC OQ1A S.o' NMM OF -OE POINT OF MCL NOW2ON TK pATUY: NORM AYERN'lYl pANY OF 1DNU / 1Rff ADJJSYDNT Q7 L OF OIAN-LINK FENGE . (HAD U/Bt). WAWNCTON. MOM LONE i LEASE AREAS ARE LEASES MAT WERE M EFFECT W1EN ME CONAORCAE MAIERWAY OISTINC7 NO 2 WAS D5YED BY SUPEAWT COAT ORDER NO. aMO2a, DATED .ILLY ], IP.. THESE AREAS WERE DCFINED w COPIES — ROLEP 27 FOUOWMO 11/12/1957 AO CNT BETWEEN COYWMQAE WATERWAY OSIMCT AND SG7RE PLYW000 AND RQy 1BBA WSC0IANEOUS Fti DOSE (EASE AREAS ARE G ENTLY OARED BY ON or RENTON. PARKS AND RFfAEAl10N DfPAR1MQIr. ALL 1/4 . •t. .1U.. I/4'S. 1'-• 1f . ...r NW 1%Y1. SW 1/4. ......if:. •' NE 1/4.: SE 1/af: ALL IN 1D SECTION 7, SECTION 7, SECTION 17, SEOpt1r!" 1T SE(iiiON 1e. SECTION I& S E, W.Mv. SURVEYORS CERTIFICATE TINES YAP —EMI IR7NKSENTS A SURREY YANK BY RECORDER'S -AUDITORS CERTIFICATE I,D. �tor r2� V v-a-r'A,�+ mRM...FEfN� vl•TmiN•f ' .l;U2CU Vi'- J.CJKV1'te-T .,.FOR •' r ,'� • a'. --•:.-. i 't /{ V< DR UNONR YY ORECRCM N CQEaYANCE WM DE REQfWflADNiS O ME SURVEY PEEARONC ACT Fl1ID FOIE TWS _ DAY OF _ • xD_ 1 iu Penh++Jlegon AssoctDt— CN]neu 7Ung ) cinsers, ino. (w•}�J p�••t tJL y y :OF RENT N: •:f AT TINE AEOJCn 0 OTY Cf RQNIbN _ A7_M w S EY Wi _ Ar.ACE_ AT TINE no r5T O' PDMANIECON ASSOC, INC. S �k Y ., DK N A v >ov N NM E.R.F Be.-N•w COMMERCIAI�'••.WA'TER AY: . O. 2 dKW +t, W.P CNN_ REMSIWi P (•IAWI Rn 9J1E: FOOD BODR FiLD DAM DAYD R. FWON CERDFlGTC MAYBG ]Ia29 yART. OF AELDF05-AUO M VCR. - O TY AUOTM F1LN I��SO' 877 RG/NI 01/07/0j Q4gQ 0.10 cp 1+�GEND i ` 1 GRAPHIC SCALE s ;yLT e/e- IRM2®AR W/ *E11OW .� PI+L511C GIP. STAMPED LS F.1x429 SO O 25 ]D 100 , 1 UNLESS OTLERALM STATED. O' FODNO DIM PPE./ RIBAR r CAP .:" PWNp'TAIX-M-1F}D.: (D! 3762) 1 1� ® FDYND CASED 110MMRIi 1 DoaL c 30 fwl 1 •. O T'.FOlMD:6U11FAQ YWONI,NT 1 1 �1l ~ YNES t TSB •. 1D1 LINES :"' Tv uNEs " La•, ✓ - --°— —:�- - g61AFLWRY UNIS ••• ! 1 ii 1�/ s0 WA,FAYAT -.--: ��-!�-��-.� GNAW 1PBt'FDNCt' WOOD Q `;i' s , •`VAR 1 1 11 ..... abo•• . 1 rose s-1/2''ItR1c C_Tm moAWs f .. YARNCD'FN-T1 IOi•]' ,•4 'a -/ •+• It0a 40M CMD;1'N']) Alp FOIINM '2 TALk-n LEAD'R.P.'S 1�• '} � - .�NS1ID ./OE/3004 pia •1.•••>lN ',' v:1 PARCEL'•• MB!']T23 bi..,,.•r- IDDAU SL"LEYEHTAL YAP OF L]+tE,RNL WASNNGId SNORE LINOSGDKC 1 ••t•t FOUND TACt-W 1 MATED 3/0.%ID01 .,... )N:•,..- FaMn TACT-11-LEAD NSTCO 1 40,.26' 1 / - FOUND TACK-n-LLM �', •• : " LASTED 3/04r1OM TO" TAGKyH-EEAO / JSITED-!/0430o,04 .. ,.Stl' Ar �1 �2•A�' SURVEYORS CERTIFICATE I RECORDER'S —AUDITOR'S CERTIFICATEk— 2,04 NOTES: HCMZCN1AL "0" NORM AUE"C.W UY MTOF 1MU •OAANNT (HAD M/91). WASIINGION. NORM ZONE LEASE AREAS ARE LEASES MAT SERE M ERECT WHDI DE COWOItlAL WATERWAY OKWICT Na 2 WAS DLSSM\IW BY SUPERWR-CMRT'ORODA-HOL 4f402., DATED HILT L 1!x MESE AREAS WKRE .-ED n CORES FROM RRL/ Zl FOILO.RNG 11 /13/19!) AGOFiN[NT 9ETRQl! —TROLL WATERWAY D15TMCT AD SEATTIE YWOOD AND R-1 IBBA N SQLU)SAK FNf. MESE LEASE AREAS ARE OINRENnT OMRD aY OTT OF RENTON. PARRS AND REOIEATRA, DEPARTYERT. 19f6�1A HARBgi LINE ....-.T.w'C I.3J 12g9.B1' 170.12' 'cu. I-,/Z- MASS 019t SITCD 3/01/2W [EASEL .. tl!� .. .. .•. PARCEL 'Cl RWROS1PPLELENTAL YAP OF LIKE A9,KNCTM SNORE LAND! INS RECORD LOCAOON ' �L GONG YON., 0.3O BELOW GANG' (GOA. ON CARD 1]69) f - 130' SOUTH OF FD1CC 0.60' WEST OF FORCE l/w— P,R•ED NP. gSTNS(S • + AND MNC OOYM r. NOTMNc FOUND ' E%,ENSW CRAOMG M MS AREA. MCW CONCRETE N .AL NEWER FE. NERE •• •- THAN FURPIR SOUTH. 12/03/2004 SET "CH M I-S/S BIDS] /1 f ..-' CAP. 14ARKOP •]x429', M i SOU WOG 11gL n CASE, M C 4G COLLAR, . 1B' i OF CHNN ""' FDICE. ' QE W OF CHAn- FENCE w •�D3 N, `Y n u� 'U CL - eoarr OARQMAL RWNq HAR" 1111E_ Neas4'ari 1 ,':ss' ' 10'n - - RDnCN dlY Ulna T sa' M6A54'O3'W I5 W MR FAQ & CATAS YM i 9 L {J, • [YA r s10i GATE POST CARD 17i9) ` NSiIED f/15/20D. 0.r b� 1 FOUND 115' qA YETRO YANHgE 1 1 . 1 APPEARS TO FON10 EN i M. 1 , APPEARS TO MODAL BED! RAND AQ` ARON: gDGMN. ST RUCTURE (GO.R YRD LASTED CARD I]6f) 1 D f/xS/XI04 �Iy tlsl • �� '9 a,� SHEET 10 SHEET•: Y7 0�. • s�.aRa D1•rva YDnB Penhallegon Associa Les Consulting. Consulting. Engineers, Inc W, F :•' �•. ' PORTIONS OF: 1 ALL 1/4'S, NE1/4, SECTION 7. ,.; •. .ILL. tf4'S, SEI/4. SECTION 7, •. ., NWYf4, NWE/{. SECTION 171 Sw 1/I. :NWI/4. SECTION 17, 't ' NE T/4::NE1(?C,"6 ATION Ie, SE I/j4123-11,{.aSES 't• 11 ALENW'Nl ;C.QRD VIP S: RVEY OR ITY .;OF RENT6N COMMERCIAL'..XATERWAY NO. 2 DRAWN Br. SURE o' 7 DATE/mircT.ta 01Ma10 YIDanBO,Dl 04200.10 UTILITY ZASRMENT Whereas the Foss Launch and Tug Co. is presently the holder and lessee of Wets -way Permit No. 144.from the Port of Seattle, a Muni- • cipal corporation, pertaining to a certain area of Lake Washington. at -and near the boundaries of the City of Renton, and whereas the �.{ Municipality of'Metropolitan Seattle, a Municipal corporation, has requested'.an.easement for the installation of a- certain seueic line i and facilities under Lake. washicigton at this locationf Therefore, -the Foss.Launch and Trig Co.', for itself, its successo�cs and -assigns, and in consideration of ' `1-c Dollars. ($ lr3 ) v) the receipt and sufficiency of which is hereby acknowledged. does by' these presents convey and quitclaim unto the Municipality of Metro- politan Seattle and'its assigns, an easement to construet,•maintain,. operate and repair underground sewer pipleines across and under.the following described property situated in King County, State -of Washington, to wits A strip of land 10 feet wide, being 5.feet'in width on each side of a canter line more particularly"described as followes Beginning at a point on the "Inner'Barbor'line as ahown'on Official plat -of Lake Wash- ington Shorelands, 154.14 feet easterly thereon from the easterly boundary of Commercial Waterway No."2. (Cedar River) thence North 130 53,28" west a distance of 215 feet; thence westerly 162 feet more or. less to a point on said easterly boundary of Commerdial Waterway Lo.'.3, 229.93 feet.northarly thereon from the -.intersection thereof with said .' Inner Aarbor line. It 4a expressly u►dorstood by Grantee and Grantee so covenants that it wii: 'save Grantor harmless from•and.against any and"all claims, action::, liabilities. and expense in,connection with loss of life, personal.injuzy-�and/or property damage arising from or out of any occurence in,'ipon or in connection with -the construction, maintenance,• repair or replacement of said sewer line. Grantee.further .realizes and hereby acknowledges that the Foss Launch and Tug Co: is the holder -lessee of a certain Lease Agreement with the Port of Seattle entitled Waterway Permit No. 144 and that Grantee accepts this easement-subject.to the terms and conditions specified in said Lease Agreement. IF WITNESS WHEREOF talc p rties hereto affix their hands this -.7 day of 7.1962. THE' -.)aS LAUNCH AND TUG COMPANY Attest STATE OF WASHINGTON ) COUNTY OF KING I. . On'thie �A.,D day of , 1962, before me the under- aigsied,...a Notary .Public in . for the . State of Washington, duly c�asif�ned . d sworn, personali.y s ared .to me k- awn to. be the respectively; of the 4 . ..7C—or tion that executed the forsgoinq'instrument an eknowledged a7ti 'saga i"trument to be the' free and voljwtity:act and died of iaid-corpora Lion lor.the uses and purposes•thpk: " *Ontioned rnd an.oLth.atated il" they. were_ authorized to. axsauteAtia -said instrusent at+4 that the.'. sea3,' i('lIUad is the corporate seal .ot._ said'. corporation. ' .Nis by jam. band. and official=es,l:]s ieto affixed the day:anQ yiikr.Xir*ic 1bove written: . Yolary: public in and t • •6tate of �' Nits wadhiaj�ton, retiding at:.S.a:�y�. I A.S.1 N .9 M T. N C. WHEREAS th. CITY Or KZNTW# a municipal corporation of the second class under the laws of Chu.Stata. of Washington,- Is prasers4i the holder and -losses at H. A. L.'120. 133 from Chu port of SiAttle, & municipal corporation, pittaining to a certain Ares.of lAko Washington at and over the L-oundarlai. of, tit. Clky of Renton, and WHAR413 the Municipill'ILY of. No. t rdpolL . tan' S'eiat;l . @,-a municLO*Icorparatfon, has requested the.City of Renton to grant it.an of a certain sower line and factliti&s under Uke WaghingLon' and *35tooding from a point at ar, near the location of the present Bryn Kawr' sower teostment- plant to a point near th fa ailLtLea. of the 4eing Company, Renton, wasbingtdc, and WHEREAS the City of Rauton.by and through. Its Aviation Board has no objections to,saiti-EnstallatLau# subject to x1ti apnAtions her*L:maftar* set forth, NOW THERErORE I. 4 Ths City of Renton*, k".munt;ipal corporation of the second class sio&er the Laws and4 &tutoo,of. -state ofWishington -havaby -grants 41ad •Slrtfs uatd "i"AMIAd , A of HearopollCaa.6pattL, a municipal::Gorporatiou, aa�'e".Mmnt to repair und.argrouq sower, ptoUnes doe purpoine from. Cho.,3ryM.Ksvr'iMx@ pUAt to &-.location at or nalir the Hoeing Ctapany ;filkil"tes And •ach pipelines to be constructed-; maintained and -located as mere pariieuldiki— so' &pea fled on-tha attached ZxhibLt.Isbsla,d Exhibit "All whichamdo 4 part bar is as 1f fuli set forth.bakein. 2. -it is-exprossly understood" by Ci:autaa and a -a Pr4zck ai save the City of Renton harmless from and x8slast.any and all alai=, actiani., AtibiiXictii; 1 7 and expense In co'nuactiou'vich loas'of.li!a, psrsdual injury and/or property 4r4ft4Sj*._ arlsial from at out of any. ocaumanca in, Upon or In.connocc ton With, .00 construct maintenance. rap&'ir or r spliosmini of said sawar trunk- line as specified an the.attsaked :1..� nl.t EAhibitw Granted ackawledpos, that tis'pvsmisss Adjoining said pro a truok-4'ta#- I t�; -1 JJy the praperty CLCY..69 4"toq... and -.'Opaxat Ord by* and. thrOfth thi - idly1 Z-! that ths. fact Ilt LOS-'o*f: aiii Jientoa 1110"41loax Airiorti asp dtilly its, ras 14 UiWed-An -the 66re. Lai. a- O"i!ly",, We 'aw '411, qpt 0 1,gA *V a Mat t1i tow.. a tlilk.i#eat oq. Mit, 11 o"Ps T tan t'a it, a lia t -�dbihe 01 Zky —0-IMM—Ps T_ M, z t R. e !. Grantee further r4al'.asN and hereby ackaewladReothat the City of Renton is the holder -lessee of a'eert•in Lease Agreement with the Tort of SoAttle entitled H.A.L.--133 and that'Graat-a'a6cepts this hasmuont subject $o the testes and cauditions spaetfied in said Laase.Asreement. { 7 IN WITME88 WHERRo1 *Aa-parties .liar i.to affix Asir heads this 3 N NE CITY-07 REMTON t praek.AtLeent, i4 for — } By. Rim • Melaoa,.. STATE 07 WASNINCTON ! 0OUM7Y•or KINQ_ 11 Si, 1 Oa this p� day :o t��y�1pa 19i 2si,N' Abafoki the under,slgnod.lo ary4k_ira Nt for he Btate,of Wgtod, dssicha�and 'PwOrn pxaonl}y', POO-iod ndGlty 03i�t�4a��lyA �yand HglMz NEyN.. to Ae known i �V yni Of RantoR, the aarporation thaK's, 4uR�d,Bhi-Mtthlg4�}nd 1tli3ip8:rtCfiat 4t, �}tb kit ad said- :lnatrument. to be the trl�a m� ilwnytit::sa� d•ad ,-.of."paid rati�a!}IFlt d: , uses and pusporas thasein meatishaFd, . kd on' aas�h aid. tbae:•thby Nqad�%r�•u'ehopL'>iW [, i to exseuts saki_iastrwlaeat lor.so¢ oq ahalf"iR-fa.a0ipordtten.��pi tlr�e the ■�(T r ` affixed -ti ttir corporafe moat OL _ffp'idprpor WIT9288 my -hand and oljfiiW 'Iir1,�r�ha day'and year in tb.�m.car•6iftaata first•.k- 7No-tiry Tublta !n•ir t�a� Ca�t•..a C i . of Warhingk64 rosidi!►1 at AtO : } t+ t it ' - .' . �k': • ; s. c : ::. -- :_...__..., ,._. _ , ,w�;.r � + - � �. �_ _ i._ r' ..��. T-.i'tN"Cr-R�' .�9"irxt. 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'4. +��• 1 F�.a� k''S 4 � Y - r' y„}e 4• � ti -.yt. f r r �1 e � , ..r Ti t. a S�• �t'$ 7q; �it��.•��Cgf�y� !y� 1• ' .7: st '0.t;7¢ iYJ � `; 441f�"iff yl4.,j. -.� �. %:r f, l ; _ �.''i'� 11'1 ..,I �y.Y�e t�'1'J4 c K � �� •a.rj"� . �- c tar. a y�►•y 1 �4 � - f '. w•P • «� �, .:#. ,s .�y,�.°� J:.f ..w( ��If »t�+• 71� ry"••n �i.� f('rr�� '4 +k!',t'.�?ryd stlA'�.Jr• 7•. ' :: y1•'Y{,. ' �(� �% ''� wa) "s-\�'..y, f. ' 171"r:Tf �f A i • �.� .�! • (- �..�{—+ J. f /. 1 a `i ` 4 �Svo-7-;� ti.. i'*'. y,,N rt ka �1 t' ' ;t `� l�k C' �; —pt ,1 ... .. � f o � - . , ....:.�}•..f,., a •.a- C+�. _,,�_;�w�.�.�r�r '-''`.s r�."''P�t•�=-� xr ••. ^`ice• K �E_ .,� r -i.: Y 04 '� 4I• .pr�lZiy rS- L.��_ +'S(:.i ~� •Y G 1 • i L ...�y y �r'E' . fir" rx-�a,,�++1�'�' � i t g 'M•� +►� ,,, -• .., .. •��i t/ ;t � � � r Yri�'�. « K ;�. r i�,.�• tM {'dq do ��,Jy 7. r ti�it* ' � �++7N a K'•. _��i7 � L^,�•3 _ t � t rLtfl !, a }t t QV? a�klk'. F ClPantee, its:}uc�assOi�6iah •aaait7is, here y� tj" oovepant�V t, 'at iie_,own cost and expen"; .to 4demnijy an¢ spve h niesp the Citiy of 'Renton from any and alh damages, judgmsn�s;`..coat claims, expeneesl causts of action -and dema► ds of .every kind or natu",which may arise ii and =esult by reason v " lh cd sequence of. 'OF in acmriec ion with the inatblLation, construct on, maintenance or rise ofasa d utility. ease- q, t 3K facet P� a mant axtA Grantee ; further 'tq defend any sucA. get on pr .claim, without host os� expenseyto tha C4 ty` of" Renton, „ y t'?kgfererice ie: hereby,;made to. those certain:cogtract documents` enfiltled- "metro Contract GIs.. 6272" and paragrap4a .J35.�Ci7, '08, 09. • C1'.1Q•(.achedu}e_•3).P.rl .-sub-.P__zagraphs .:1.. ,.2..r�,.�..3;.1 ...4..,.. and t'S",.,� - paragraph C1.15.•are:hereby incorporated in and.'made-a.,part of this!. ._... Utility Basement as t$e ninnnum kgquirements Go'•be Dbsgd on - Grantees Contiadt,6r it yfa�o of and #br':tha �ehefStJoi tha City of.,., u Fentaa Ati endorsement of 'pq'Yf1'ia liar Pity Anaapceycovarage on ,fie _`�t�o a`: trr Y, Q V. a.. . a t "'i5art .of the. Contracipr nhalh be Stvrniehed unto the City of Renton,. e print' to any conetructlon pai ijn anA aadignati�nq d+sant' r as, an additional insured,'thereori; Grantee"fu>kbgY.cov2nants and agrees to pYovsde for restoration. 5. of $vriaces and othet, improvements as soon a6`''tle�construict-ioh.^work ,sy, with& .thel easement reds he eina?;ove a eci`fi.eti`i i n :com ieted "Z+ ;S'Lti�i4: 't.>•.. .. .: .. ._- 6 _ t.. k�sf' r.. � ,. p p_ `� 6 al'1' such. rester. ict! {vG��{yi` 1] regnire ttha_t�Srit �n approval o€� ie 04 Dated thin d�iiy`.of? 196; OF RENRON.Pal ation Wz t.�r•. c + s+ .... ,.`?� � � � , •r By • : J�'�C-'�'i_t��'�1`��"..,/ � K- s._c s r: a�,-.�'�a"C'�,•t y•"- , C-..r r '_'--- T^"� r J. ,}` .,,.+tit' .y, R.` • _ _ _ , ... .- . _ t' 1.+•t.' . _ !fit•. r " V,) "C ,a'�'r a to ...(y�`rr`+t t .w ii Y !'::^.ra•, -�.�� ;c ,, ';G - - .. ,L � . ! : !Y -•• xr:'4`''1, 2 3 is p i DEED—flaeT CLASS xMX* $HORS LAINDS sold rabWwnt lo J®. 7, 151E A.. STAVE OF.. i fABH tGTON 1 1 IN CONSIDERATION OF___ ($3ca00o oi)) _.__ _ _.__._._.__.. ___..___..._... __..-..._.. Thirty Thousand and No/100 Doitars, the -receipt of which is hereby acknowledged, the State of Washington does hereby grant, bargain, sell N; ana. convey unto--------w.-- -- -----_---- Ji--• -•-—•--tiITY OF RENTON, �I, I.ta----•---___.�_.— co ziheirs and assigns, the following described iW NY40l shore'lands of the first class, situate iit front of the p city of- Renton in_ Kim --____--...County, Washington, to 141t _ �B1ock,A, Third Supplemental Map of Lake Washington Shore Lands, as shown on, the official map thereof on file In the office of the Coimllssioner of Pt3biic Lands" at Olympia, Washington —__—....----�-------- S _ it .. ' oho deserlbed 7anda are Hold a 1Inude, and which alull be o bindlug upm Bublect. to aa7 U— or He- tbat m of the Stale d washmstne, Zted "A. . w coatrs� prdl.g I-- h upon n. ��U''ihyprcot, e grantor hcleLi' a yrml7 a+� I w, g+ua, coal, ore.. mmaua .nd fo:a4. Ipl p„rt khat. and the out uright to m➢lore tha ervw..ouptdao! the, grant hnaeRbr7 made. m a�ndry taktni out Had mmovfnr tnc�etrom�l cut of tile' Rant hentry made: lmt0 Itself. vM. VI limb to erect. eawhtict, miratintain to ,amain Yid lands e, imrp ��rt ty o enlent for the ,uccevful paO�oYte and an eraIly all rlfghhtl anndd Dower+ d EcW .ad d9dent th�wMm�.te eyogmrnt ae.r.. kra au l tha DroeLloaa of Chapter 311 at an wd oaf .1. W toth+et fat w. e...at.d m�ecmeaumw of fhe owner el the Lana �➢� Yid_ Vnd..,. !or all da:N[a a,... ..aa U.Y. µl0�awnR. TO HAVE AND TO HOED the as ;premises, with their appurtt-aces, uato.the satd .-.-__.-__--- - -------CITY OF RENTON ats .--------------- }Ieirs.and assigns forever. _ WITNESS .the Seal of the e; armed day - .. .-.......... [BEALj � 'r -�.. 1"'�--�-•Oovarnor. j Attest. 9 $wa .._......_ p r roretary St C. G ADP. No, 21 84 State record of Tide Land Deeds, Volu7ne......24.__, Page...1.88..... - .I ;t—SM. 66L. LIN 1219671. II ? y clr I clr I f �i ' ,: T OLA{r y, � .,. • ' ' seY riirNtts/ w lYi'!e' If1L ' ie oo.00':.•.• IN CONSIDERATION OF_...--•--..:��+..�._._.._.L�.r...:._..__.....__.__ I ght.gen �Fioufand undyed and N 10.0 Flvf :M...._.�__—' 41 .... Dollars, the teceipf of which is hereby acknowledged, the State of Washington does hereby grant, bargain, sell -and convey ........... —CITY OF RENTON Its heirs and assigns, the following described 116WXX shore lands of the first class, situate in front of the City of----- Renton ----tn — King ----County, Washington ==:Z�.iilock B, Third Supplemental Map of Lake Washington Shore Lands, as shorn on the Official map thereof on file In the office of the Coamissloner of Public Lands at Olympia, Washington. •trove descrlbed taald. a -111 auDlect to .a tote prdvblone of fSapter ry o} Ibe tieeaton La's of 1N7. b > Nch fer•nc. L herby y—11.,,further ndnd which Lb" be u bt dla/ Up— tL. Ranter doe! any. avnCerOT to taWvt of said Raotee n th-0 ,et out at lea[th h•raln, .n4 aublect, to an� Ilen m item That sop esker or M created la oompum« of rA ptmuaat to the pmvlaloaa of ea an of the I.eefaLtury of the Mete of Wathin[tea, entitled 'AII Let pr-crlDiat the Sa which atmraya for sae tao of a•v1[avoa may be excavated D) pr1• tract, p+t'>idln[ for I]_ P_ el" sad •hare 7enda a•tons�[�to th.e etrba aatin{ rishta-ot-..e•Y •Qoa Lnaa below" to tn. elate." p�t�cQ Itasca G, iatt2 k.tn[ ahepter A of th. aettfoo 1— of 1991 �'1'he {rtntor hmb> u-{ao•a n>aa. tsceYb an[ teem^ out o3 We t'rant hvrb> made, uab I—, tb aucceteorr ud seal;oa !o'a�>tr. al'. i . atla spu�m,, Opel, otq, mintrada and r�ame o! eRT aanY4 kind of d.aefptian. d waica av be to ar Upon Mid Inch ,b— deeufbed• or as A pars tDaeof, and tDa ri[ht to explore the rme Sp7 eon old. -(area ooai ores t ea1S; sad It aIm hereby exptm2y news and ;u rceervn rut of the erne hmbr a+ede.. to lls.11, lh .vece�m'a sad aa,ila, lnrvvG the rt h to tales pT tb dl to aArmte, aftorme" and s<rvanb upon WQ lands or part or perk t1>Qeol, t nay and all ttwu, mr the 1MPoea of opmin[. Mvtlopin� and w fkia/ mlaaa thereon and takln[ out d avine to ,fmm ad. coca Wl+.' e,t+e,'e . minerW aed io-1L, and to tivl d It furtatr txpcenlY rve. ra ... out'o1 ate Qant hereby made, —to shelf• Ib rxoeoora and �arOver the tires 7 tb or ih a a[ca b, atzvanb and a rneys ■t anY and W time. to erect, oomtruet, matnlatn and wp t:l such tail taaehintry, ruaQe and father 3, sink oh 0-M. renews such U. and to remain on Wd land. or any part ihertd fps lIIe buaiam [and to occupT ka It�.af Wd leads u may bt aeeenary or caa- 'F vmient forth. N pro Y 94t + of rota mina+[ bum= espra•4 reedazvin[ to shell Ite sad a.,lsm, Y aloretld [,n• er�ar. al b aenotl�panwlve ta'to end nld land•, rrhei..r he efa or nod. rerw:.bt> aec��an vealent W der brae- : eN -sad etetlant tAaQOmyMb ea)oymaat p! Lbe and i{�hbberebY �p�� .served ProviG•d 'ln+t ac rl ehb shall De eserelaed . � "� anQaelr tNa /owrVatlm Dr.tAe Rhb. IL /ucoerarf or as lmfll pMvidon Dal Ltet —de bT t}v BUM Ita to Coe,aon or aasuroa to Ty to �(t� ap*y��[- wpm ,Il11CL LDO t'llbb )1eS��a tll aM�tt. lb NCCCOaiI ar aAi{aa yr t Zht to be ex —teed. Sidi ylymtat �• epr lt- ed by rod o..oer: es. terw of .aa.tns trpm bad-.' �''• TO HAVE AND TO' --HOLD the raid pren]iset,.tuith!he{r appurtenances, unto the said - ... .......... ._._..._._._ 71 CITY OF RENTON, Its .._.__._ heirs and assigns forever. • WITNESS the Seal of the S afized this .... ...... ._ ....................... t.. of _—._._ _ `-:r•..'r`• ..._....-.. _..............1 19_6_ [ssni l _..._...._ _... .... ........ ..... ..._.._...__. „ _ Goptrnor. Attest: ..-�� Assistant Secretary of State. 1 cApp. ae2f84 4 ti e Lan Deeds, Volume....._.__ ,Page._............. •$fate tecord.of;Ttd d� 2 �r•.at.3:� >r • W .�, ka'tk.r't'z 1 y; :� � 1 " !- ,trk„} � i Lie �. •...h�-...,7' I. 19... _ _. i -+ t frowd, _ .f a+..t Cta?`G' ._ -._s• C� a111 1 V% CITY OF RENTON, WASHINGTON ORDINANCE NO. 2988 cc AN ORDINANCE OF THE CITY OT RENTON, WASHINGTON, ri ANNEXING CERTAIN TERRITORY TO THE CITY OF RENTON. WHEREAS under the provisions of RCW 35.13.130, as amended, 1 7- -a petition in writing requesting that certain territory contiguous to the City of Renton, as hereinafter more particularly described, be annexed to the City of Renton, was duly presented and filed with 0 the City Clerk on or about July 15, 1976, which said Petition refers to certain properties located in the vicinity north of the C:2 City's Renton Municipal Airport and created by the relocation of the Inner Harbor Line and which properties have heretofore been acquired by The Boeing Company and the City of Renton, and WHEREAS prior to the filing and circulation of said petition for annexation to the City of Renton, the petitioning owners duly notified the City Council of their intention'to commence such pro- ceedings as provided by law, and as more particularly specified in RCW 35.13.125 and upon public hearing thereon, it having been determined and the petitioning owners having so agreed to assume the pre-existing bonded indebtedness of the City of Renton as same pertains 'to the territory petitioned to be annexed; and to accept that portlion of the City's Comprehensive. Plan as same pertains to the subj-tict territory including the applicable zoning code relating thereto, and WHEREAS the Planning Department has duly examined and verified the signatures on said petition for annexation and determined the assessed valuation of all the properties, the same being in excess of 75% of the area to be annexed,- in value, as provided by law and said petition also setting forth the legal description of the property according to government legal subdivision or plat, and the Planning Commission of the City of Renton having duly considered and recor�mended the annexing of said property to the City of Renton; and WHEREAS the City Council fixed Monday, August 18, 1975, Description: Kinq,VA Document Yeam-MOnth. Day. DOCXD �1977. 904. 615 Page: 1 of 5 Order: 1214082 Comment: 1k at 8:o0 P.M. as the time and place for public hearing In the City Council Chambers, City Hall, Renton, Washington, upon said petition and notice thereof having been duly given as provided by law, and WHEREAS pursuant to said notice a public hearing has been held at the time and place specified in the aforesaid notice and the Council having duly considered all matters in connection with said petition and further determined that all legal requirements r, h- and procedures of the law applicable to the petition method for annexation as specified in RCW 35.13.130 et seq have been duly complied i with, and WHEREAS a proper "Notice of Intention" having been filed with the King County Boundary Review Board as required by law, and i said Boundary Review Board having duly waived its jurisdiction thereover i as per its letter dated NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON DO ORDAIN AS FOLLOWS: SECTION I: The aforesaid findings, recitals and deter- minations are hereby found to be true and correct in all respects; all requirements of the law in regard to the annexation by petition method, including the provisions of RCW 35.13.125, 130, 140, 150 and Chapter 189, Session Laws of 1967, have been duly complied with. It is further determined that the abovementioned petition for annexation to the City of Renton of the property and territory hereinbelow described be and the same is hereby approved and granted; the following described property being contiguous to the City Limits of the City of Renton, be and the same is hereby annexed to the City of Renton and such annexation to be effective on and after the approval, passage j and publication of this Ordinance; and on and after said date said property shall be and constitute a part of the City of Renton and shall be subject to all its laws and ordinances then and thereafter in force and effect; said property being described as follows: -2- Description: King,WA Document - rear.Month.Day.DoclD 1977.804.615 Page: 2 of Order: 1114082 Comment: N All that portion of unincorporated land, being known as Tracts A, B and C of the 3rd Supplement of Lake Washington Shora Lands, ns shown on the official map thereof on file in the Offlas of the Commissioner of Public Lands at Olympia Washington, together with that purtion of Commercial Waterway No, 2 (Cedar River), )ying northerly of the existing City Limits of Renton, and eouthorly of the relocation of the Inner Harbor Line. As situated within the North 1/2 of Section 7, Twp. 23 N., Range 5 E., N.H. and the owners -petitioners of the aforedescribed property shall , assume the pre-existing bonded indebtedness of the City of Renton as prescribed in RCN 15.13.125 as it pertains to the above described- Co CD 1 ti property, and said property to be likewise subject to the City's ~ [ 1 comprehensive Plan and zoning Code. 9 i f SECTION Ili This Ordinance shall be effective upon its passage, approval and five days after its publication. A certified copy of this Ordinance shall be filed with the j King County Council, State of Washington, and as otherwise provided 1 by law. 1 SECTION III The above described annexed property contiguous to Precincts ill i 6 of the City of Renton shall be and constitute t a part of Precincts 01 L 6 of said City. i PASSED BY THE CITY COUNCIL this 8th day December 1975. • i i Azzezzz Delores A. Mead•,:Ci y C1arY.: 1 APPROVED BY THE MAYOR thin Sth day of Decembe�•'•, 1975. Charles Da4harant.ii Xayor Pro -tam Approved as to form /�� "Ve 1�4 Ce and M. Shellan, City Attorney Date of Publicationi 12-12-75 Newspaper publication error omitted one (1) line republished 12-17-75 - 3 - 1 Y i P Description: King,WA Document - Year.Month.Day.DocZD 1977.804,615 Page: 3 of 5 Order: 1114082 Coaffient: HL.ED for Rwrd at Rawo t of l.E OF rt+e , TY CLEitq LL AVE. SOUTH =-+w:�iiri. WASH- ft— Description: King,WA Document - Year. Month.Day.DoclD 1977.804.615 Page: 5 of 5 '�,�, Order: 1114082 Comment: 4/v air CL EDAR RIVER WATERWAY —�e Description: J<Jng,,WA Document Year. Month. Day. DocID 1977.904.625 Page: 4 of 5 Order: 1114082 Co=ent: UPCt] RDa- m % aeturn 7b_ CAG-S2-089 Lynn E. Ristig Boeixl Came -1 Auplaae GruIP P.O. Box 3707, K/S 76-52 Seattle, Washington 98124-2207 z 2 C RE&TIOMAL TUXIL 3a8El EVT N Xyr, 1Cir�Ef�i S F- ^_L a THIS RECREATIONAL TR] L �SEYT At SENT f thi 7 + ("Agreement") is dated as cs day of 1992, and is made by and batvsnn EI]iG AIRPLANVE a GROUP, a division of The Boeing Cozpany, a Delaware i u - corporation ("Boeing"), and THE CITY OF RENTON, a municipal _ corporation of the State of Washington (the 'City"), with 1 W ; reference to the following facts. N c A. Boeing has an interest in certain real property (the •r servant Area") more particularly described on Exhibit A sad ~ V depicted on Exhibit B, which such exhibits are attached hereto s " and incorporated herein by this reference. N H B. A boathouse with attached pier (collectively, the "Boathouse,) is situated upon a portion of the Easement Area. i•m cr N By separate instrument, Booing has severed from the underlying i J` realty and transferred to the City any and, all right, title or z interest it has in and to the Boathouse. i ;I C. The City desires to cause certain isgrevezwnts to be { made to the Easement Area and to use such improvements, together with the Boathouse, as an integrated portion of its recreational trail system. 4 D. Boeing desires to cake certain improvements to its j adjacent aircraft manufacturing facility (the "Renton Plant Facility"). In order to undertake such improvements, Boeing. o 8 applied for and the City issued Substantial Development Permit •R No. SM-071-89 dated November 15, 1989 (the "Permit") in accordance with the City's Shoreline Master Program. The Permit requires Boeing to transfer the Boathouse to the city and to enter into this Agreement. E. Subject to the terms and conditions of this Agreement, Boeing now desires to make the Boathouse and the Easement Area available to the City for public use in accordance with the Permit and the legislative purposes expressed in RCW 4.24.200 and RCW 4.24.210. i 1E Now, THEREFORE, for good and valuable consideration, tba receipt and sufficiency of which are hereby acknowledged, E Boeing conveys and quitclains to the City, for the use, 8 benefit and enjoyment of the general public, a perpetual, nonexclusive easement upon, over, along, across and through ik- 'if 2s the Easement Area for such purposes and subject to such terms and conditions as are hereinafter sat fort��ct?A:!'1GT �JR� EASEMENT AND AGREEMENT Page 1 _ ,aw000000auii. o cai .n�a IOU r • 32 x, ❑ I — s (V 0 1. Purpose. The City shall have the right to use the Easement Area for the purposes of: (i) developing, constructing, maintainina, repairing and operating a public recreational trail; and (ii) maintaining, repairing, replacing and operating the Boathouse as a public recreational amenity. Such usa of the Easement Area by the City shall hereinafter be referred to as the "Permitted Use." 2. Yannar of Ezarcising the Permitted Use. 2.1 Except as provided in paragraph 1, the City shall not use, or allow the use of, the Easement Area for any purpose whatsoever. 2.2 The City shall, at all times, cause the Permitted Use to be undertaken in a manner so as to prevent bodily harp to persons (vhom_soever) and damage to property (whatsoever). 2.3 The definitions of recreational use in RCN 4.24.210 notwithstanding, the Permitted Use is restricted to use of the Easement Area during daylight hours, except for regularly scheduled and supervised City sponsored events occurring after daylight hours. Vehicular use of the Easement Area is prohibited (except for emergency vehicles and such vehicles owned or operated by or on behalf of the City or Boeing in connection with authorized activities). The City shall be solely responsible for ensuring that the public complies with all restrictions on use of the Easement Area, whether the same are required by this Agreement or applicable law. 2.4 The City shall maintain and repair the Easement Area (and improvements thereon) as necessary to keep the same in a neat, clean and safe condition and otherwise suitable for the Permitted Use. 2.5 The City may temporarily close all, or portions of, the Easement Area to the general public for purposes of performing its responsibilities hereunder or otherwise to facilitate the Permitted Use. However, notwithstanding such closures, Boeing (and its amployees, agents, contractors and designated representatives) shall at all times have the right to enter upon the Easement Area at a reasonable time, in a reasonable manner, upon reasonable prior notice (if such prior notice is possible). The City shall give Boeing tan (lo) days' advance written notice of any such closure (except closures required for emergencies). During such closures Boeing shall cooperate with the City so as to reasonably accommodate the City's activities within the casement Area. 2.6 The City shall not cause or permit the EA6EKENT AND AGREEMENT Page 2 ppppp ypptnl...... 3,1 - V ® 2 � . . 3._.LJ s s E3 development, construction, modification, alteration, o demolition, removal or other change of any new or existing improvements (collectively, 'Alteration of Improvements') upon = or within the Easement Area without first obtaining Boeing's prior written consent (which such consent shall not be unreasonably withheld). Such consent may be conditioned upon Boeing's review of and satisfaction with detailed plans and specifications, scheduling or such other matters relating to a the proposed Alteration of Improvements. Any refusal by - Boeing to consent to any Alteration of Improvements on the grounds that the same may hinder, impair .or otherwise interfere with the operation and use of the Renton Plant J Facility shall not be deemed unreasonable, as such _ determinations are reserved to Boeing's sole judgment and discretion. If Boeing shall consent to any one or more i Alteration of Improvements, the City shall cause the same to i LL o be done in strict accordance with any plans, specifications, scheduling, directions or other conditions of Boeing s { = J consent. Boeing's consent to any one or more Alteration of Improvements shall not be deemed to be consent to any other Alteration of Improvements. = 2.7 The City shall at all times ensure that the Permitted Use and all activities undertaken in accordance with this Agreement are in compliance with all applicable laws. 1 The city shall not charge, collect or receive from the public — a fee of any kind for the use of the Easement Area (except V charges, such as boat rentals or other charges for concessions made available to the public which are incidental to the r� Permitted Use). � � 0 2.9 The City shall not cause or permit any equipment, supplies, vehicles or other items to be kept or J stored upon the Easement Area without first obtaining Boeing s prior written consent thereto, which such consent shall not be unreasonably withheld. Upon completion of activities which may disturb the surface or subsurface of the Easemant Area (or any improvements thereon), the city shall restore the Easement Area (and any improvements thereon) to a condition as good or better than the condition the Ea_meatant Area (or such improvements) was in prior to such disturbance. If and to the extent the City may cause any excavations within the Easement 1 Area, such excavations shall be done and completed with the highest degree of care. 2.9 The City shall promptly pay (and secure the discharge of any liens against the Easement Area asserted by) all persons and entities furnishing any labor, equipment, (� services, supplies, materials or other items in connection with the Permitted Use. i S. Boeing's Resorv*d Rights. EASEMENT AND AGREFIENT cmweoao.'. i . io.w, i Page 3 s • M 3.1 Boeinc reserves the right to use the Easement Area, at reasonable times and in a reasonable m ram , for any and all purposes not inconsistent with the City's rights hereunder. Without limiting the foregoing, Boeing has historically and continues to periodically move aircraft to, from, in and arcund the Renton Plant Facility. In connection with such historical and periodic movement of such aircraft, portions thereof overhang, or otherwise encroach upon, the Easement Area and adjoining portions of the City's recreation trail system (including portions thereof subject to that certain 'Bridge Perait• by and- between the parties dated September 29, 1969 (the -Tow Path") and portions thereof to be acquired by the City and dRveloped along certain real property adjacent to the Renton plant Facility and north of the Lake Washington inner harbor line (the 'State -Owned Area')). The Tow path and the state-owned Area are depicted in Exhibit B. As tc the Easement Area, Boeing reserves the right to use the same for such overhang or encroachment of aircraft. As to the Tow Path and the State-owned Area, the City shall accommodate such movement, ov_rhang and encroachment of aircraft, and the City shall not otherwise undertake any use, developments or operations therein or thereof which preclude or materially interfere with such historic and periodic movement, overhang or encroachment of aircraft. 3.2 subject to the City's prior written consent (which shall not be unreasonably withheld), the City shall, Ln within ten (10) days of receiving a written request from Boeing to do so, close to the public the portion of the Easement Area identified in such request and keep it closed 7 during the period or periods of time requested by Boeing. The period or periods of time the Easement Area shall be so closed CD r\ shall be the shortest period of time necessary to accommodate Boeing's need to close the Easement Area. Boeing reserves the right to close the Easement Area to construction, development, maintenance or use for a reasonable period in the event of an emergency or other similar reason. 3.3 In the event the City fails to perform any of its obligations arising under this Agreement, Boeing may (without obligation to do so) perform the same at the City's sole risk and expense. t' 4. ind=mity. The City agrees to release, defend, ( indemnify and hold Boeing, Boeing's directors, officers, z employees, agents, servants and representatives (and the respective successors and assigns of each and all of the foregoing) harmless from and against any and all claims, liens, demands, actions, costs, losses, expenses, harm, damages and liability (including, but not limited to, attorneys' fees) of any kind or character asserted or arising directly or indirectly from, on account of, or in connection EAsEKE3TT AND AGREEMENT Page d p�p.�y.rtl,.»sm yrip a • F7 t 'J with the City's operation, maintenance and control of the z Easeuent Area (and improvements thereon). With respect to all or any portion_ of the foregoing obligation which may be held x to be within the purview of RCW 4.24.115, such obligation �~ shall apply only to the maximirm extent permitted by RCW 4.24.115. As between the parties and for purposes only of the obligations berein assumed, the City wives may+ iau.,ity, oc defense or other protection that may be afforded by any W workers' compensation, industrial insurance or similar laws - (including, but not limited to, the Washington Industrial w: Insurance Act, Title 51 of the Revised Code of Washington). 3 c 5. so warranties. ., 5.1 Boeing does not warrant title to the Rasamant i Area or the Boathouse and shall not be liable for detects �LZ thereto or failure thereof, and the City accepts the same "as is,' with all faults or defects, whether or not such faults or defects are known to the City. 5.2 Any plant, specifications, scheduling, documents or other information (collectively, 'Subnittalo) provided by the City to Boeing pursuant to this Agreement are for Boeing's informational purposes only. Bosing's receipt of any such Submittal, or any review, analysis, approval, or — other consideration or disposition thereof by Boeing, or �oeing's failure to review, analyze, approve or otherwise — consider or dispose of any such Submittal (including, without 71- limitation, failure to discover any error, defect or - inadequacy of such Submittal) shall not relieve the City of O 0 any of its obligations under this Agreement. Boeinghereby CV expressly disclaims any and all warranties, express or z tT implied, with respect to any one or sore Submittals, or any other plans, specifications, documents or information k developed, reviewed or provided by Boeing to the City as a condition of this Agreement. 6. Notices. Any notice, request, designation, direction, statement or other commnication under this r Agreement shall be in writing and shall be delivered in person or sailed, properly' addressed and stamped with the required postage, to the intended recipient as follows: If to Boeing: Boeing Cooercial Airplane Group I Renton Division P.O. Box 3707 Seattle, IM 98124-2207 Attn. Director of Facilities If to the City: The City of Renton ` parks and Recreation 200 Kill Avenw south EASE A IGRZ Page 5 IMM��r1YeM1 Naf • • 3 XJQ • 0 Renton, WA 98055 Attn: Parts and Recreation Di ector Either party may change its address specified in thia paragraph by giving the other party notice of such chains in accordance with this paragraph. 7. Suceaisnra_ The city's rights and obligations under this Agreement shall not be assigned vithout Boeing's prior written consent. Subject to the foregoing restriction on assignment, this Agreement and the terms and conditions contained herein shall be binding upon and shall inure to the benefit of the parties hereto and their respective sucCl9SOrs and assigns. s. Se -urination. 9.1 In the event of any material breach by the City of any of the terms or provisions herein, in addition to all other rights or remedies it may have, Boeing may terminate this agreement by sixty (60) mays' advance written notice, which notice shall specifically states the raason for such termination. No such termination, however, shall be effective if, within sixty (60) days after such notice, the City has cured the breach and has taken or commenced action in good faith to prevent such breach from recurring. 6.2 This Agreement and all of the City's rights hereunder shall terminate and revert to Boeing upon abandonment of the Permitted use by the City. The City shall be presumed to have abandoned the Permitted 0" if the City ceases to maintain and use the Easement Area therefor for a period of two (2) successive years. 6.3 Upon termination of thin Agreement, the City, at its sole cost and expense, shall remove from the Easement Area any and all improvements thereon and restore the Easement Are.- to a condition as good as or better than it was prior to construction of said improvements; provided, however, the City shall have no obligation to remove improveaents and restore the Eac—ma_nt Area if Boeing shall elect, in writing, to accept the City's abandonment of such improvements in their than current condition and location. 9.4 No termination of this Agreement shall release the City from any liability or obligation. with raspact to any matter occurring prior to such termination, nor shall such termination release the City from its obligation to close the Easement Area to public use. Dated as of the date first written above. EASEMENT AND AGREEKENT Page 6 u0000000cw, ,., : c, q Nq C7 • BO EING . BOZIVG COMUMCIII ills la" =)UP, a division of 'ire Boeing Company ay �rww I J .i a recioc FacWtes and SaNtli Boein[ CATpa*J.'I krpiam GmV or Rmrrox By I tB� C user or errEsr � 1" �- Harilyn P teraen, City Clerk v un STATE OF WAS ING N ) _ ) ss, 01 COUNTY OF I ) N on this ay ofa4sx�--' 1992, before me, the undersign a Rotary c in and for the State of Nashin oay_c�u1yissioned sworn, personally appeared to se known to be the person who signed as S s,of BOEING COKKERCIAL AIRPLANE GROUP, a division of The Boeing company, the corporation that executed the within and foregoing imtrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation for the U s Purpose therein mentioned, and on oath stated that was duly authorized by the Board of Directors of the rporation to execute said inst umant and that the seal affixed, if any, is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. - EASEMENT AND AGREEMENT Page 7 woo►www i u, oan, urn Washington, residing at My appointwnt expires: STATE OF WASE MiGTOH ) � as. COUNTY OF ) on this day of 1992, before me, the undersigned a notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared to me known to be the person who signed as of THE CM of MMON, the municipal co t on that executed the within and foregoing instrument, and acinowlwdged said instrument to be the free and voluntary act and' deed of said municipal corporation for the uses and purposes tharein mentioned, and on oath stated that s/he was duly elected, qualified and acting as said officer of the municipal corporation, that s/he f� was authorized to execute said instrument and that the seal T affixed, if any, is the corporate seal of said municipal corporation. N S WITNESS my hand and official seal hereto affixed the day and year L-i this certificate above written. NOTARLCYUBLIC in and fore �3tata of Washington, residing at �a.atOc'`J My appointwent expires: �I o29 �95 EASEND(T AND AGREZMEXT Page a P000lOK••Yt1�Hltfl Nat • I EXHIEIT A Imgal Description of FAxemant Area TIM TT B Easement Area Depiction Tow Path Depiction State -Owned Area Depiction • XASEKMfT An )LGREZKE)rr Pa" 9 ff"Oh, • 0 Recreation Trail Easement And Agreement EXhlblt A 11 of 4) "The Easenent Area- A- The 30 Foot Easement: AN EASEMENT, THE MAJORITY OF WHICH IS THIRTY FEET IN WIDTH, SITUATED IN BLOCK C, T'HIRD SUPPLEMENTAL MAP OF LAKE WASHINGTON SHORELA14DS (KING COUNTY AUDITOR'S FILE NO. 5927582) BEING IN THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, H.M., KING COUNTY, WASHINGTON SAID EASEMENT BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THAT TRACT OF LAND ACQUIRED BY BOEING FROM THE STATE OF WASHINGTON AS DESCRIBED IN DOCUMENT RECORDED UNDER AUDITOR'S FILE N0. 6025859, SAID CORNER BEING ON THE INNER HARBOR LINE OF LAKE WASHINGTON; THENCE SOUTH 12147142" EAST ALONG THE WESTERLY LINE OF SAID TRACT 30.24 FEET; THENCE NORTH 84°25'26" FAST 407.04 FEET; THENCE SOUTH 05.12140" EAST if) 11.61 FEET; THENCE NORTH 84"23'16" EAST 27.04 FEET; THENCE NORTH r__ 05°57'52" WEST 11.59 FEET; THENCE NORTH 84°25'26" EAST 572.74 FEET; THENCE NORTH 39106'33" EAST 12.56 FEET; THENCE NORTH 28°06153" EAST 25.33 FEET TO A POINT ON SAID INNER HARBOR LINE; N THENCE SOUTH 64°25'26" WEST ALONG SAID INNER HARBOR LINE 1033.35 !T FEET TO THE POINT OF BEGINNING. CONTAINING 30,94E SQUARE FEET, MORE OR LESS. B. The 10 Foot Easement: AN EASEMENT, TEN FEET IN WIDTH, LYING IN THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON, BEING IN THE LAKE WASHINGTON SHORELANDS AS SHOWN ON MAP PREPARED BY UDO HESSE UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 156371, SAID EASEMENT BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEASTERLY CORNER OF THAT TRACT OF LAND HOEING ACQUIRED FEBRUARY 11, 1966 FROM PUGET SOUND POWER 4 LIGHT COMPANY, DESCRIBED AS SHUFFLETON B IN DOCUMENT RECORDED UNDER AUDITOR'S FILE NO. 5988091, SAID CORNER BEING ON THE INNER HARBOR LINE; THENCE SOUTH 43,06156" EAST ALONG THE EASTERLY BOUNDARY OF SAID TRACT 21.94 FEET TO THE TRUE POINT OF BEGINNING OF HEREIN DESCRIBED EASEMENT; THENCE CONTINUING SOUTH 43,06156" EAST ALONG SAID EASTERLY BOUNDARY 190.23 FEET; THENCE SOUI7i 46'26'13" WEST 10.00 FEET; THENCE NORTH 43 " 'S6" WEST 183.84 FEET; IWENCE SOUTH 71103'18" WEST 69.37 FEET TO SAID INNER FEARBOR LINE; THENCE NORTH 46152'27" EAST ALONG SAID INNER HARBOR LINE 24.41 FEET; THENCE NORTH 71-03'16" EAST 53.57 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 2,485 SQUARE FEET, MORE OR LESS. r ��W f W a ~ w 3 • • P771 +1- +` Recreati-en Trmil Fhsenent And AQreenent Exhibit A (2 0: 21 "The Easement Area' c. The Soatho•'Ge Fin- Dt: AN EASEMENT ENCOMPASSING A PORTION OF BOEING'S RESTON FACILITY BUILDING 4-67 AND ATTACHED RXnP SI-:--XTED IN BLOCK C, THIRD SUPPLEMENTAL MAP OF LAKE WASHINGTON SHOREL"DS (KING COUNTY AUDITOR'S FILE NO. 5927582) BEING IN THE NORTHEAST QUARTER OF SECTION 7 , TOWNSHIP 23 NOkl'H, RA.'iGE 5 EAST, W.M., RING COUNTY, WASHINGTON, SAID EASEMENT BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNZA OF THAT TRACT OF LAND ACQUIRED BY BOEING FROM THE STATE OF WASHIRGTON AS DESCRIBED IN DOCUXEW7 RECORDED UNDER AUDITORS FILE NO. 6025859, SAID CORNER BEING ON THE INNER HARBOR LINE OF LAKE WASHINGTON; THENCE SOUTH 12°47'42" EAST ALONG THE WESTERLY LINE OF SAID TRACT 30.24 FEETT'; THENCE NORTH 84°25'26" EAST 55.86 FEET TO T5B TRUE POINT OF BEGINNING; Ln THENCE SOUTH 04°37'03" EAST 23.20 FEET; THENCE SOUTH 51°26'14" WEST 57.88 FEET TO A POINT ON SAID WESTERLY LINE OF SAID TRACT; O` THENCE SOUTH 12147142" EAST ALONG SAID WESTERLY LINE 16.36 FEET; N THENCE NORTH 51*21125' EAST 72.70 FEET; THENCE NORTH 04132109" WEST 3.75 FEET; THENCE NORTH 85°28'00" EAST 31.03 FEET; THENCE SOUTH 45*33'29' EAST 10.08 FEET; THENCE SOUTH 04*43'09" EAST 46.13 FEET; THENCE NORTH 65*16151" EAST 14.00 FEET; fiHENCE NORTH 04.43'09" WEST 37.95 FEET; THENCE NORTH B5'28'00' EAST 22.30 FEET; THENCE NORTH 04132'00" WEST 15.75 FEET; THENCE NORTH 85*28'00' EAST 17.96 FEET; THENCE NORTH 04132'00" WEST 21.00 FEET; THENCE NORTH 85128'00" EAST 125_00 FEET; THENCE NORTH 04*32'00" WEST 10.47 FEET TO A POINT ON A LINE WHICH BEARS NORTH 84*25126" EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 84125126" WEST 231.52 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 6,258 SQUARE FEET, MORE OR LESS. I • NOi:CE: IF •WT IN THIS FRAME 15 4ESS CLEAR THAN THIS NOTII:E V L r - (.''AI — — —r w •• 'IT ~ N.W. 1/4, N.W. 1/4, SEC. 8 AND N. 1/2, N.E. 1/4, SEC. 7, T. 23 N., R. 5 E., W.M. KING COUNTY, WASHINGTON M Iei,S00 + I A 4 _ W '• ww t0 a loo too auu r ran w I:ONTAL 0"rUM' MUaNITON CO OIIDINATE WASHINGTON �b ;i,'b"'" :°"` LAKE NOTE:(LWSLI a PITRI To MUrTm mMwm ON MAP Or I"[ rtAWeNTON MORE LANOL 15261 N 0e.000 1 c fai•ftaPw ttro' fOga'Oo'. L.0[ 1299.'KllwSL1 _ r wa•ub'w r.al' N e!' 17 59.!" C I %• •r.Jf�y�� Ma aaNjf •a': I2p]' w0{•.='Oa'w {lll' N-11{'=.��'s� `f q I w © HAReOR � f a3•t�a � — �: ff 1 - 80 k u..r d r ttr „7.04 •. eo[Nro ACaule[0 1 0.94' A.E WA@Hl ;] ( I}N• l tTAT[ W wASWNOTOk .0 u ITN[ eoA7NOUSt EASEMENT ry-. ..a•.aaa� 5 L.00 K C .o.•wp.-t ta�R -r)-►IRD SUPPL :MENTAL MAP OF LAAF• WASHING-rON S)-IORE. LANDS (A.F. #59275F)2) 1 - 80 N NS,e00 (pl_AI'dT 1 )� !0[INO ACOI/ AA N0 54744" (COVENANTS) U.S.A. 2Cl'i1 /1541 •w ntrr[I eIw{'I+KI 1-80 P + I oo[rlo AwNwco A r 1110. NNOM Wl� ►OMCw • � LIWT +w�w,� Y. E I,I,iwo,OT0 01 '1\ Q?"0mil 1- 80 (SHJFF:.Ei:)N A) �cc Acourrc e•u• � A.r. soeeorl � root to(►[o (roI►[II • L16NT COYMMNT 4 e- T EXIi191T 8 (1 OF 3) RECREATION TRAIL EASEMENT & AGREEMENT n� KorloR Dennis 4- Associates, Inc. SURVEYOR'S CERTIFICATE RECORD OF SURVEY L W� Coneelling Enpineero „•, . _�« ., • for KIRKLAND. NASNINOTON — - . •' ••` I•. ....'»• „ . N• S•'•+a ,.,.,. , •• . '.' BOEING COMMERCIAL .. a. uS o....>teea( IMe ,.. •. N».ol •--In �,�.� '••lu d•JtA I,w.{ erg.... AIRPLANE GROUP :,r.w y �_ fort loo• ra�� a4.1 I . ECOROER'S CERTIFICATE a •.. •.,rn ,I .a•I•, u,,.t a at 70[•{u 7, ,.I U ..f Aw zof lLFul •� DL0c 7i C aY� 11f.Ej �LVj41 N1.•i:i6' f^'• N,R l•11 fiff I!♦ti ... .... to ►y...►� c .( - fN•°cc _ � . • Y ~/•�rE`.L; 7 111 � d �c r.. '„. GO M� 8ypp� EI.A! r� a mEII g � �1 i11 n f D ' T L n 1 L1rr. (t Y 1� 1•Ft1 � L i 4tit l lltr p ►yFµ, I`+�•. to C if i >`I 2 / G /� t'rOIG`•ft of.., I lf'�..N L $ L 1 �Ir•'••elq.•�h . � 1-80 b F AC . Lm. 7� n� 3 • f a0a rz ItW �•G .73 1 �T•At SCR f7� OI/OR ,qK � 1lqCK 't• T�'rw7�%O.ti• %�8O Au�7NgtQ�1rl11D tV „ j fSTAI MHy Q• Naf f d iJ r ow(pw.��y �. 1 4 „UM E�.lfiY 41� k "'aDJ 14'AH11N lIpkCR lllE IIq(1N •KIYq` C IAKf t.l..jt(j�„µr1J OTDA Dr iLf4GnIlE f E • RV yfino f�(nf Wee, �q G. ^•1� F f av+/q� 0. WRtNIMf1 fCM /f ON $ uR�EYpR. S C .."`.ram t�tf01 �E • • f mot, t 2 OF ` ' ..� ��r Y...,``.'^ • RECORD olr Bv�iMG RECpRDf C R l AIRP��}N�OMMERC/q�CCIStIilCA UP '. h rh f ( NOT;CE; IF NT IN THIS FRAME IS LESS CLEAR THAN THIS NOTIf,E I - U T F TH D' " 'I 1111111 1 i UNl OYIK[D N. 52Ul1'/ 1541 L[DAL l ttAPrA N1/2/,RIN , N.E. 1/4, SEC. 7, T123 N. , R, 5 E. , W. PA. "' •� N 4rf o0 E • •J '�i . A tnAC'U•LNID 11,IUAIED W IPT ,1A.SOn Awl,.!W CW4TI JL .DAroP, or, KING COUNTY WASHINGTON ~''I " `�' V WCC• 'C' IMPID SUrWF MENI Al W- Dr —f WAS„Ap10'r Srgo[411Di Iwl"O D1Y)TI— AVDlTOwS •A{ MD 9f1t 1 FE.10 1N 1MF NOn1NSAS1 OVAPT[w lY 1 •G• St. C TIC04' low.1S11V )l IPIP'. wup{ S EAS, WN APp COVNTt WASPW01011 W '\\ SAC '-A_' SEnp DESCn NED AS FOILDW ; � � SEOEWWO ON 1r W'IF-N 00P tWE AT '.A' COIIMER COVIAOl 10 w_OC,,S'S• Alp 'C' PEP (AID NAw LY I.AwC WASNWOTCW SADMFLNA)E. TMENct I'D M N' +, ' AV (A(I A10N0 SAO WN(R NARSP+ LWE M[0[ )E(T TO rME rRUE mwt OE PlO.wIWO IPENDE CCWTPWPCI /Ipw Tw 91•>H )ti' EASI ALOND A. —C. —Pan I*'I 11111 •EEl ID AN A l 10W1 W Lq tP , 1NEMC! NOw •,, S) ), f^,, &ONG SA,D WIQR MANSOw tftl lNlIlle, IMENCE.LfAYPq SAq PA'En..SEMI I LWE Ip111r A]' o) T)• WEST I E.'m '.ml xvkV . N' S7 ))' WEST ESf )F FEET IM(I4:E (OL,1N ri• 7L 1A•1V[ST )IA MICE, ?.EKE SOUTH S)' 13 u WES, ,N N FEET 101.1 'PUE /OWL OF S(OWNMO CITN—W I) pm SOW11E FCt' AIIaPE Dr1 t[!S �50 o —m • SCALE IN FE[TIN F[[T 1" :OMTAL DATUM WASNINGtOft DI (MADIN "N'TCDOII"HATE LAKE WASHINGTON iIrl , Iq, r •., E , (LWSLI REFERS TO GEOMETRY SIpWN t-.` ON MAP OF LAKE MASHINGTOR SNORE ' LANDS N 53• IT, 59.3• E - INNER NAR9DR I % L O I/ W /1 APMROFINATE SHORELINE + N I5e,000 + N y 1,299.e24' ILWSLI {�05 DUNE 151.OT' Y / 1 — 80 aD ( PARCEL SI ) STATE OWNED BOEINO ACOl1IRED A •22./6 AREA 33,7 0= $OFT. Ai NO 6F 5859 STATE Or WASNINOTp:( WASH C N C THIRD SIJPPL MEN7AA\L NJAP OF LAKE `YYASH1NG-rON SHORE L NI)S (A.F. #5,2i502) I-80 ( PLANT 20) N lae,eoo T a0EIN0 ACQUIRED a•31•a2 AF. 00. 54744291 WVENANTSI USA. Cc�v4L S FlortoR Dennis [Y .4eaoclalea, Inc. SURVEYOR'S CERTIFICATE COnlulllne EnpineuE Y, •, , , AIkRLAN 0M W .I • r s .• i D, MAl NIN071 N • . I,•, v • 1• • I •..r . ,N , rr.w[.N,[ rI MI (.I•I, Prlrrri•T All [r IMI I N(Zl,�akyC A p_� .•• Er [ YeRO DN1 Nov �111ALD M. . 9 .I95fiN P. SASS.01 ••• EIV • 4r AECgpr _,—��cJF•w, 1 1 N�.�! w 0 1[ STATE DAME0 AREA i1 = � E 1,660ATe 1 1 FG P' \t lA 1 1,1J 'j 5 1� a x- �! Alr 1� u 1 1 t� 1 111� 1= 1� RECORD OF SURVEY for BOEING COMMERCIAL AIRPLANES I —SO ( SHUFFLETON 9 ) MONO ACDUIPLO I II. Oe A F NO bo"O91 \F%rAl BOUND ►MER I, WWT COMPANY i J� C Ie2A42 A (LWBL) li� �l ' L%V � FAD'` r) 1.�`'" 1-80 H OL UFFLETON A ) INQ{_ ACOUIREO 1No 99Bp91 ruaET 1Ef0UN0 POW(R B 07 COMPANY EXHIBIT 6 (3 OF 3) STATE OWNED AREA RECORDER'S CERTIFICATE .. F•N �.. E.•..rr M MN I rA..I«.n .I wa o+ x++ e • AAfocurr E, w D�•,S,OA M ACCOrO[ A CI S[I�C+1 ^` I ••N• CAC-92-oB9 Addendum rt-95 y�.. ,-� tt*R7RLlD 1t£it)1pd rQ cGty 6rtY P�t- —W-18}4dbg AMENDMENT NO. I TO WA0=6 RECREATIONAL T,tMl- EASEMENT .AND AGREEMENT THIS AMENDMENT to dr, RECREA�L EASEMENT AND AGREEMENT ("Agreement") is dated as o ,1994, and is made by and between THE BOEING COMPANY, actmg by and through its division the BOEING COMMERCIAL AIRPLANE GROUP, a Delaware corporation ("Boeing'), and THE CITY OF RENTON, a municipal corporation of the State of Washington (the "City'). R cc otal s A. Boeing and City enttrcd into thst certain Recreatioral Trail Easement and Agreement dated as of August 14. 19,92. and rrarrded with the King Co. Records Division on September 17, 1,992 under recording n rmber 920917- I541 (the "Easement Agreement'). B. Boeing and City desire to amend and restate the Easement ! C2 Agrcement as provided herein. ► O 1 r4 Azmnn nts Now, therefore, the parties agree as follows: 1 � 1. Paragraph A of Exhibit A to the Easement Agreement is d.-Ieted in its entirety and Attachment 1 to this Agreement is substituted therefor. 2. The Easement Agreement is Incorporated herein by reference. and the parties expressly restate the granting of the easement. 3. Paragraph B of Exhibit .A to the Easement Agreement and all other provisions of the Easement Agreement shall remain unchanged and in full fore and effect. 4. This Amendment constitutes the complete and exclusive Agreement between the parties with respect to the Amendment sct forth herein. It cancels and supersedes all previous agreements between the parties relating thereto, w}IeLrter w-rittcn or oral MA( 2 � 1,`,5r f • ,tnnF, i CAG-92-089 CAddendum Jt-95 Dated as of the date first written above. CITY: BOEING: City of Renton The Boeing Company, by and through its division, Boeing Commercial Airplane Group By: Its: va cr 1 Fiat DitecW. FadFties and SMVW ltarilTa ti stars=, City Cink Boeing Co.., ) me C�fO� STATE. OF WASE.'INGTON ) ) ss. COUNTY OF KING ) On this -day oft" 1994, before me the undersigned personalh appeared J. J NITSON to me known to be the person who signed as DIRECTOR OF : ACILMES of Boeing Commercial Airplane Group, a division of Tiff BOEING COMPANY, the corporation that cxxuted the foregoing instrument, and acknowledged the said instnmaent to be the free and voluntary act and deed of said cmpotation, for the uses and pmpmm therein mentioned, and on oatb stated that he was duly authorized to execute the said wtrumcnt. WITNESS rcy hand and official above w-rium. N Pub and for the State of W rest at My commission expires 4 0 STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On thic JA dry of J� 199k befm ne the undersigned pasonilly app=rd EARL CL to me known to be the MAYOR of THE. CITY OF RENTON, the municipal corporation that czccutcd tic foregoing ms=ncnL and acknowledged the said msuinn= to be the fret and voluntary act and dead of said corporat m for the uses and purposes dxrtm mentioned, and en oath stated that be was duly authorized to cxe the said inswm=t. WITNESS my hand and official scat hereto axed the day and year first above wnttco. Notary Public in ind for tie Stan fQ Washington rmdtng aI My cnmmicaon expires O e4 •-1 CD d CD c 4 r _I ATTACMSENT I LAKE WASHINGTON TRAIL EASEMENT AN EASEMENT. VARYING IN WIDTHS BETWEEN TWENTY SEVEN AND THIRTY FEET, SITUATED IN BLOCK C, THIRD SUPPLEMENTAL MAP OF LAKE WASHINGTON SHORELANDS (KING COUNTY AUDITOR'S .-1LF NO. 5927582) BEING IN THE NORT14EAST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHWGTON SAL) E ` MENT BEM DESCRIBED AS FOLLOWS: BEGINNING AT THE NOHT1 ' , =ST CORNER OF TTiATTRACT OF LAND ACQUIRED BY BOEING FROM THE STATE OF WASHINGTON AS DESCRIBED IN DOCUMENT RECORDED UNDER ALKXTOOR'S FILE NO. 6025859, SAID CORNER BEING ON THE INNER HARBOR LINE OF LAKE WASH;NGTON; THENCE SOUTH 12' 4T 42' FAST ALONG THE WESTERLY LINE OF SAID TRACT 3024 FEET: THEAICE NORTH E40 25' 26' EAST ON A LINE PARALlsL WITH SAID INNER HARBOR LINE A DISTANCE OF 407.03 FEET; THF,\CE SOUTH 05° 34' -W EAST 17215 FEET; THENCE SOUTH 590 35' 29- EAST 46.09 FEET; THENCE NORTH 75' 24' 31' EAST 416.76 FEET; THENCE NORTH 3r 40' 24' EAST 225.07 FEET TO A POINT ON SAID INNER HARBOR LINE; THENCE SOUTH 846 25' 26' WEST ALONG SAID INNER HARBOR LINE 37.07 FEET; THENCE SOUTH 370 40' 24` WEST 190.45 FEET; THENCE SOUTH 75° 24' 31' WEST 396.36 FEET; THENCE NORTH 59' 35' 29" WEST 20.43 FEET: THENCE NORTH W 34' 34' WEST 188.62 FEET TO A POiN ON SAID INNER HARBOR LINE; THENCE SOUTH 84° 25' 26' WEST ALONG SAID INNER HTARBOR LINE 436.42 FEET TO THE POINT OF BEGINNING. CONTAINING 35.145 SQUARE FEET, MORE OR LESS. Prepared By: o Duane Hartman 3 Associates. Inc. Job No. 534.00 ti •'._ • 'S�`a November 16, 1994 x NOTE: The above easement has beer papered as a repisaament for the easement ide� as 'A. The 30 Foot Easemer ' as pubisNA n Exhibit A (1 of 2)' of doctr�ent tilled 'Re orW Traml Eawwd and AgreernenY, and recorded ender Kno County Recorino No. =9171`.41. • 10 ' 1 00' SCALE IN FEET R g W W N tC6000 h h PROPEEMY QM/�EF Em HORIZONTAL DATUM : WASHINGTON Ci VERTICAL DATUM : NATIONAL GEODETi1 NOTE : (LWSL) REFERS TO GEOMETR'1 LAKE WASHINGTON SHOREL'.: h- -THE EASDENT AREA" LA/E nn_S RECOFDWG No.9209171S41 ..r...^�.. DUAOT A 11 OF 2) ... .. 'A T1t 30 FOC-1 EASO"T- TO SE EXT'+GU94ED NgT 17.59S E 1299_ - NK 43 4T T * TNAL h- a0CK 'C' SL*Pt£YIENTAL LAP OF xE 1 WA4+QIGTUN StC(P W (AF.%5927532) THE EASDENT AREA' REDTORDW, Na9209171541 DOCST A !2 CIF 2) 'C. Tiff BOATNC EASDENT• BLvCH "8" H SET P!C NAL •/1-5 TAG 100' OFFSET TC EISEUENT CORNER '•i l` 1-50 (PLANT 20) 90CM ACOLWZfD 8-31-62 AS.(547..429 (CLNF? IS) U.SA 1-80 (PARCIL V) h BOEJNG ACCLWED L22-66 Al. j6025aS9 STATE OF VA9t,OTCN h M� WE � i � 7• - - -- r�r� ■�r■r h� ❑ fVERiTT. RENTON. n sFATnf. ?KC O ATE SYSTEM, NORTH NORTH ZONE NAD 83(91) VERTICAL DATUM 1929 SHOWN ON MAP OF 960611OZ 77 N I 37 07' -- i .IZCt ELLI'AT1ON 1 1.33.5 FEET 4� SET TK k LD 3. 1 M/LS TAG /91!3 100' OFFSET TO F&SEMENT CORNER 111',1 \\ �41 � o-~ t Q �� 'A' Gd� Q AI. wA- 980D2 vAk ga291 Wk 98031 OR- 9TI" vik 98055 wx 96124 2Y� jff � '766. =-OPERTY CORNER l 'A HI�N RECORDED RETURN m odx or u,' dry dale R-n M.4dpd dhtY�1J NO ►W1 Arm $0U1k .',, Reura, W A 4W55 . —0 • a,3 19 x s A x kN E'vVD ENT NO.2 TO RECREATIONAL TRAIL EASEMENT AND AGREEMENT THIS AMENDMENT to the RECREATIONAL TRAIL EASEN UNi' AND AGREEMENT ("Agreement") is dated as of ,414694f SO,1996, end is made by and between T13E BOEING COMPANY, acting by and through its division the BOEING COMMERCIAL AIRP",C- GROUP, a Delaware corporation ("Boeing'), and THE CITY OF RE*ITON, a municipal corporation of the State of Washington (tbe "City'). CAC-92-089 Adden. 02--96 E ccitAls A Boeing and City entered into that cu= R=eatoasl Trail Easement and Agreement dated as of August 14, 19'I2, and recorded with the King Co. Records Division on September 17, 1992 under recording number 9209171541 (the "Easement Agreemcnt'�, errd with Amendment No.I to the Recreational Trail Easement and Agreement rocorded line 11, 1996 r:nder recording number MMI 10277 ("Amendment No.I -). B. Boeing and the City desire to amend the Eaycment Agreement and Amendment No.I as provided herein. Now, therefore, the parties agree as follows: - I. Additional caseramt area is granted by Boeing to the City by this Am=dmcal No. 2 and Attachment 1 as an addition to the Easement Agreement and Amendment No. 1. 2. This Amendment No. 2 constituics only the additional casement area to be ineludai as described in Auachmeut 1 of this agreement All previous provisions in the Easement Agreement and Amendment No. 1 remain in effect and carry over to the additional easement area EX M TAX NOT REWHED a DWO 0*4 f/ i• • Dated as of the date first NiTiaen above. CITY: BOEING: City of Recto❑ The Boeing may, by cad through its division, Boeing CommercW Airplane Group By: Its: _tvnvor ease nner I ice President Attest: Marilyn City Cleric STATE OF WASHINGTON ) ) ss. ?i COMM OF KING } t1� On this day of 1996, before the the undersigned .D perroaally appeared J. J. NELSON to me laown to be the pmw wbo Aped as Vice President t` Facilities Asset Mgmt. of Boeing Comnx=WA#ltmeGroup, adivision O of THE BOEING COMPANY, the won that ex=ded the foregoing inatnmrnt, CD and acimowiedged the said instrument to be free and voluntary act and doed of said corporation, for the uses cad purposes d= m n=uoocd, and on oath stadtd that be were t7` duly sulborized to execute the said insdument. WITNESS my hard and off eW seal herdo affixod dw day and y«r first about writtcm. G G� Notary Public to and for the State W t • d My cornmision txputstt s A. 6 v STATE OF WASM NGTON ) ss, COUNTY OF ICING ) On this JAL day of 1996, he = me the tmdmigned persocalty apparod JES.SR TANNER to the known to be the MAYOR of THE CITY OF RFNI'ON, the muniapal corpoc�6ca that executed dx toreping iostnzmcai, and aamowtodgod the said iasirument to be five ad vohmtary act and deed of said corpota oa, for the um and p-.uposes tbcrcm meatiooed, and on oath stated dw be wu duly vAwimi to ra =dc the said mstr� WFFNESS my hand sad official veal hatto raMxed tte day xnmd year fast a>rove written. AZ.-- No&-y Pubhc in x9d for the Statz w4shington residing at J7Pc- My commission expires S L I Attachcshni 1 (Ammdmced No. 2) PRCRF-AlIn�TR.AJ EASEMENT ` LEGAL DESCRIP'ITO'N: f An easement, sittu,od in Biock C, Tbird SuWp cmeatal Map of Lrko Washington &hoftlLnds (icing County Auditor's File No. 5927552) being in the Nocthaau gutter of Section 7, Township 23 North, Range 5 East, WIA, King County, Washk&WC, said mwm ens being dacn'bed as follows: 3oon=g a: the wr rwest corner of dud tract of land sogairod by Boeing from the State of WaAshgteo ss described in doumneot romrded aadw Anditaes File Ko. 6025g59, aaW nortiiwmt comer also being the mou hsocttrweatra corer of the amcseoi idect:5od as iAke Washington Trait Esamum' as described in "Awehmeut l" of doettmod tilted "Amea&a ct No. i to Rnarwiooal Trail Easensent stud Agreewout", Lod retarded under K4 Comfy Recording No. 96061102 77, and said loordxxoat corns dw being on the Inner harbor Line of lake W uhiagion: Tbeace South 12, 47' 42" East, atom the westerty Roe of whit tract of land and said casement, a distauoe of 30.24 foot Thence North 94' 25' 26" Fsdt, on a line garaiki with and 30 feet south of said Inver Harbor l iue, is distance of 217.31 feet, to the most nocthesstcty corner of rho easement ideatW'cd as "C-Ib fAzZwC, as patiii3bW in FarbU A (2 of 2)" of document tided "Roasadooal Trail Easamast and u7 Agrexmwt", recorded under King County Room4ing No. 9209171 S41, and the True Point of BeChviins OThence South 04. 32' 00" East, along the eautrly Iine of said Boathm o Easement, a distance of 10.47 feet; OThence South IS' 211' 03" Wend, along the usutlxey line of nid Boathoux Eaxmait, a distance of 125.00 (Dec tT Thuhco South 04' 32' 00" East, along the easterly lime of said Boatho= Fascmeat, a distance of 21.00 feat Tbevice North 14' 25' 2V E z!, oa a line parallel with said inner harbor Lim, a disisnce of 245Z0 feet, to as iatcrsoction with the watorly Line of said Trail Emovascat; Thence North 05. 34' 34" West, along aid wWW* line of aid Trail 6asam0134 a distanoo of 29.19 fiot, to an i dcructioa with a line 30 feet southerly of sad psaa11o1 with said liner Harbor Lino, Thence South E4' 25, 26" Was, along the aottdwV lime of said Trail Fawned a distaooe of 119.65 feet, to the mod morthesrtecty corner of said BowjwL o Easmmed sod the True Point of Bapraiw 1. . hASeA8Ci1AII.D0CIM v V. Xi W W N 186000 + —}— f .4 II li giNER HARBOR LINE - ., PROPERTY CORNER 25 2K E 43E.42' .._ _- - - • • - -- - I i J Dock ( I I `N` EAIAENT 287.35' ELY r, WA,•,Io 11NGTON 1 w . - - AWrONAL TRAIL EASEWCNT ' O BLOCK "C TH RD SUPPLDAENTAL 1UW OF LAKE WASHINGTON SHOREII ANDS (A.F./5927582) I Z ,E' : { NA:, w a.G #91Se3 � nY GrrSET Tl JWSTIVE I i-so (PLANT 20) I + , wAwb AMENDMENT NO. 2 TO RECREATIONAL TRAIL ESMT ita�cs: cua • ,.oG. we. , C W J 1- iu- 7 W c x i ~ t � 4 ,1 s LE i.: a • L-'CN I-CCCk5= Return To: Lynn E. F l- rt Boeing C-aercial Airplane Group P.O. box 3707, MfS 76-52 Seattle, Wisj n7trn 92124-2207 M1rCfl)KZ3IrY TO ERID4= P—WIT PAC-69-1546 THIS Afi *Tay TO GE P T ('Aamr."ant") is dated as of this 1� day of 1992, and is made by and between WEINZ AIRPLANE GROUP, a division of The Boeing Cox. -any, a Del are corporation ("Boeing"), and THE CITY OF RENTON , a municipal corporation of the State of Washington (the "City"), with reference to the following facts: A. Pursuant to that certain Bridge Permit granted by the City to The Booing Company, dated Sapteaber 29, 1969 (the "Permit"), Boeing has the right to construct, use, operate, repair, and raintain a bridge (and areas of approach) upon certain real property referenced therein (collectively, the "Tow Path") in connection with Boeing's operation of Boeing's adjac=t aircraft manufacturing frcility (the "Renton Plant Ln Ln Facility"). The Tow Path is more particularly described and depicted on Exhibit A, attached hereto and incorporated herein r by this rafarance. s 0 B. Booing desires to make certain improvements to the Renton Plant Facility. In order to undertake such improvements, Boeing applied for and the city issued Substantial Development Permit No. SN-071-89 dated November 15, 1989 (the "Shoreline Permit") in accordance with the City's Shoreline Master Program. The Shoreline Permit requires Booing to allow public use of a portion of the Tow Path as an integrated portion of the City's recreational trail systan. The portion of the Tow Path to be used for such recreational trail system (the "Trail Area") is more particularly described and depicted on Exhibit B, attached hereto and incorporated herein by this reference. C. Subject to the terms and conditions of this Ametrodmant, Boeing now desires to make the Trail Area Available to the City for public use in accordance with the Shoreline Permit and the legislative purposes expressed in RCN 4.24.200 and RCW 4.24.210. NOW, THEREFORE, in consideration of the foregoing and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereby agree to amend the Permit on the terms and conditions hereinafter set forth. 1. The Trail area. Boeing shall allow the City, during the term of the Permit, to use the Trail Area foi the following purposes subject to the following terms and conditions: t • AMENDMENT Page 1 pp0�{ppm,W t �..ON It WAR '2x . • • 1.1 The City shall have the right to use the Trail Area for the purpose of developing, constructing, maintaining, repairing and operating a public recreational trail. The City shall not use, or allow the use of, the Trail Area for any = other purpose whatsoever. Moreover, the City shall not cause < or permit the use of the Trail Area to occur in a manner which precludes or materially interferes with the free and a unobstructed moveaant of aircraft, vehicles, equipment, labor, materials or other items to, from, in or around the Renton - Plant Facility by or on behalf of Boeing. ` W 1.2 The City's use and management of the Trail Area -'c shall, at all timas, be undertaken in a manner so as to prevent bodily harm to persons (whomsoever) and damage to _ property (wbatsoevar). 4 1.3 The definitions of recreational use in RCW 4.24.210 notwithstanding, use of the Trail Area for = a recreational trail purposes shall be restricted to daylight ~ hours, except for regularly scheduled and supervised City 01 sponsored events oc3==ing after daylight hours. Vehicular F use of the Trail Area is prohibited (except for esergency C., vehicles and such vehicles owned or operated by or on behalf u) of the City or Hoeing in connection with authorized activities). The City shall be solely responsible for ti ensuring that the public complies with all restrictions on use of the Trail Area, whether the same are required by this Amendment or applicable law. ry r 1.4 The City shall maintain and repair the Trail Area (and improvements thereon) as necessary to keep the same in a neat, clean and safe condition and otherwise suitable for use as a recreational trail. 1.5 The City may temporarily close all, or portions of, the Trail Area to the general public for purposes of performing its responsibilities hereunder or otherwise to facilitate its use as a recreational trail. However, notwithstanding such closures, Boeing (and its employees, agents, contractors and designated representatives) shall at all times have the right to enter upon the Trail Area at a reasonable time, in a reasonable manner, upon reasonable prior I notice (if such prior notice is possible). The City shall give Boeing ten (10) days' advance written notice of any such closure (except closures required for emergencies). During such closures Boeing shall cooperate with the City so as to reasonably acca=aodate the City's activities within the Trail Area. ' 1.6 The City shall not cause or permit the development, construction, modification, alteration, demolition, removal or other change of any new or existing C] AMENDKFXT Page 2 maneaoow>> O.a Tl WIN 32 x I= a 1= 1- xi f W 1 q ti �c o+ 0 • improvements (collectively, "Alteration of Improvements,) upon or within the Trail Area without first obtaining Boeing's prior written consent (which such consent shall not be unreasonably withheld). Sash convent may ba conditionad upon Boeing's review of and satisfaction with detailed plans and specifications, scheduling or "ch ot`mr matters relating to the proposed Alteration of Improvements. Any refusal by Boeing to cansert to any Altaration of Iaprovemanta on the grounds that the same may hinder, impair or othe%wisa interfere with the operation " use of the Renton Plant Facility shall nct be deed unreasonable, as such determinations are resarved to bosing's sole judgnant and discretion. If Boeing shall consant to any one or more Alteration of Improvements, the City shall cause the same to be done in strict accordance with any plans, specifications, scheduling, directions or other conditions of Boeing's consent. Boeing's consent to any o.-w or more Alteration of Improvements shall not be deemed to be consent to any other Alteration of Iaprov�tiAnts. �? 1.7 The City shall at all times ensure that all activities undertaken within the Trail Area in connection with its use as a recreational trail are undertaken in accordance with this Amendment and with all applicable laws. The City r shall not charge, collect or receive from the public a fee of J any kind for use of the Trail Area as a recreational trail (V (except charges for concessions made available to the public Ir which are incidental to the use of the Trail Area as a recreational trail). 2.9 The City shall not cause or permit any equipment, supplies, vehicles or other items to be kept or stored upon the Trail Area without first obtaining Boeing's prior written consent thereto, which such consent shall not be unreasonably withheld. 2. Seeiog's Remervod sod Additional lights. 2.1 Boeing rasarvas the right to use the Trail Area in accordance with the Permit, at reasonable times and in a reasonable manner, for any and all purposes not inconsistent with the City's rights hereunder. The City shall acquire no title to, or any ownership of, may improvements made by or on behalf of Boeing (e.g., the bridge and areas of approach) to, in or upon the Tow Path, except as otharviss provided in paragraph 5 of the Permit. Boeing shall acquire no title to, or ownership of, any improvements made by or on behalf of the City to, in or upon the Trail Area, except as otherwise provided in paragraph 3.2 of this AmerodDent. 2.2 Subject to the City's prior written consent (which shall not be unreasonably withheld), the City shall, AMENDMENT page 3 wowx 0000w��o ail .nAt t- • • within ten (10) days of reaeiving a written request from Boeing to do so, close to the public the porr_on of the Trail Area identified in such request and keep it closed during the period or periods of time requested by Boeing. The period or periods of time the Trail Area shall be so closed shall he the shortest period of time necessary to accommodate Boeing's need to close the Trail Area. Boeing reserves the right to close the Trail Area to construction, development, maintenance or use for a reasonable period in the event of an emergency or other similar reasons. 2.3 In the event the City fails to perform any of its obligations arising under this Amendment, Boeing may (without obligation to do so) perform the same at the City's sole risk and expense. 2.4 With respect to the Trail Area and the use thereof as a recreational trail, Boeing shall have no obligation whatsoever arising under the purview of paragraph 4 of the Permit to indemnify, hold harmless or otherwise defend the City. Rather, the City agrees to release, defend, indemnify and hold Boeing, Boeing's directors, officers, employees, agents, servants and representatives (and the ,P respective successors and assigns of each and all of the foregoing) harmless from and against any and all claims, liens, demands, actions, costs, losses, expenses, harm, damages and liability (including, but not limited to, O attorneys' fees) of any kind or character asserted or arising N directly or indirectly from, on account of, or in connection with the City's operation, maintenance and control of the Trail Area (and improvements thereon). With respect to all or any portion of the foregoing obligation which may be held to be within the purview of RCH 4.24.115, such obligation shall apply only to the maximum extent permitted by RCW 4.24.115. As between the parties and for purposes only of the obligations herein assumed, the City waives arty iaunity, defense or other protection that may be afforded by any workers' compensation, industrial insurance or similar laws (including, but not limited to, the Washington Industrial Insurance Act, Title 51 of the Revised Code of Washington). 2.5 BOEING DOES NOT WARRANT TITLE TO THE TRAIL AREA OR IMPROVEMENTS THEREON AND SHAD NOT BE LIABLE FOR DEFECTS THERETO OR FAILURE THEREOF, AND THE CITY ACCEPTS THE SAME "AS IS," WITH ALL FAULTS OR DEFECTS, WHETTER OR MOT SUCH FAULTS OR DEFECTS ARE KNOWN TO THE CITY. Any plans, specifications, scheduling, documents or other information (collectively, "Submittal") provided by the City to Boeing pursuant to this Amendment are for Boeing's informational purposes only. Boeing's receipt of any such Submittal, or any review, analysis, approval, or other consideration or disposition thereof by Boeing, or Boeing's failure to review, analyze, AMENDMENT p00000000.wcno.w o� Nil n • • W o approve or otherwise consider or dispose of any such Submittal (including, without limitation, failure to discover any error, defect or inadequacy of such Submittal) shall not relieve the = City of any of its obligations under this Aaerd*ent. Boeing t~ hereby expressly disclairs any and all warranties, express or = implied, with respect to any one or more Submittals, or any other plans, specifications, docume-nts or infornation s developed, reviewed or provided by Boeing to the City as a W condition of this Amendment. �r 3. Torsi -nation. iw W 3.1 In the event of any material breach by the City of any of the terms or conditions of this Amendment, in Wr= addition to all other rights or remedies it may have, Boeing t k may terminate the City's right to use the Trail Area for the cc 0 then regaining term of the Permit. Any such notice of termination shall be in writing and shall be delivered or s 71 mailed to the city at least sixty (60) days in advance of the ~ ` effective date of such termination. such notice shall specifically state the reason for such termination. No such uI termination, however, shall be effective if, within such sixty _ ' ? ,l) (60) day period, the City: (i) shall have cured its breach of this Amendment; or (ii) if such breach cannot reasonably be cured within such sixty (66) day period, shall have cosmeneed J- action in good faith to cure such breach and prevent such N breach from recurring, to Boeing's reasonable satisfaction. r 3.2 Upon any termination of the City's right to use the Trail Area, the City shall, at its expense, promptly .r remove from the Trail Area any and all City -owned improvements thereon and promptly restore the Trail Area to a condition as good as or better than it was prior to construction of said improvements; provided, however, the City shall have no obligation to remove such improvements and restore the Trail Area if Boeing shall elect, in writing, to accept the City's abandonment of such improvements in their then current condition and location. r 3.3 Any termination of the City's right to use the Trail Area in accordance with this Amendment shall not be dewed to be a termination of the Permit, and any such I termination shall not, therefore, otherwise affect the parties' respective rights and obligations arising under the (, Permit. Moreover, any termination of the city's right to use SI the Trail Area in accordance with this Amendment shall not release the City from any liability or obligation with respect • • thereto arising prior to such termination, nor shall such (` termination release the City from its obligation to close the ( ' Trail Area to public use. t r AMENDMENT Page 5 pOpOpdp00.W f t, I OG II t/iM 1 .. +, •..i :� •`; ".. " - -- tsar^-'�-••' asa iin,iaYir_:. % �:5..' 32_% 's_� • • M 1. savings. Ucept as ot.Lervise specifically set forth in this AmeMment, Boeing and the City each and both reserve their respective rights and interests in and under the Permit, and the Permit shall be and remain in full force and effect for the term thereof, a-nd the provisions of the Permit are otherwise and in all respects unaffected in any way whatsoever by this Amexinent. Dated as of the date first written above. EZNG. BOMEW COMMOW1..1L AIRPTIL GROUP, a division of The Boeing Company By �— �I z D i rector, he hem IM Serrlcq Boeing Commadal Airplane GrWP THE CITY: rsa 1�4e't Rnm os By _ its A2'IESI: ✓ iC > J Harilyn.I ersen, City Clerk STATE OF HASHING N ) COUNTY OF ( ) on this —day of 1992, before me, the undersi ed, a Z-- Notary lrc and for the State o! liar in on dui ssion and sworn, personally appeared to me known to be the percon who signed as _ of BOEING COMMMCIAL AlRpiaNE GROUP, a division of The Boeing Company, the corporation that executed the within and foregoing instrument, and aclagowledged 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 was duly authorized by the Board of Directors of the poration to AMFYDyENT Page 6 p000pL00G�Y.... O F71 NN] W • i 0 ` N S . r- M. t� iF 'o execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. WITMESS sy hand and offici seal hereto affixed the da and year in this certifi written. PUBLIC in nr State of ' fiashingtoa, residing at my appointment expires: STATE OF WASHINGTON ) 88. COUNTY OF ) r On this day of 9, 1992, before me, the undersigned, a Notary Public ror the State of Washington, duly comaissioned and sworn, personally appeared 1 �� 1.l�lum,9t) to me known to be the person who signed a�sof THE CITY OF RENTON, J` the mmrQ icipal co t on that executed the within and 0 foregoing instrument. and acknowledged said instrument to be CV the free and voluntary act and deed of said municipal s corporation for the uses and purposes therein mentioned, and on oath stated that s/he was duly elected, qualified and acting as said officer of the municipal corporation, that albe was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said sunicipal corporation. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. ; C in and for the State of iashington, residing at Ply appointment expires: .i��y/T 9S I • • i AMENMENl' Page 7 AOM�IeY1HNM71 Np - Ea • BIT A Legal Description and Depiction of Tow Path B IV a Legal Description and Depiction of the Trail Arsa • a 1lKH7D![EMf Page 6 pgYMMY1HHYy� Nii _� /"• Y,R('� My AI"IM/rpA, EYaR'g cFR IrICA re Y t1y} 1 NC° •..w � i wTyr w D Z L A n D B tAr�yy ftt"t r, ■ ppM r'f *• J 80 L 1r,) �Mty _ 'IRtA �yy�'ACWItKO ' I7AT[ uMA11 IU INGtR�ANj7AC �Ah6 IN M. 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F i 77• 00 31 jJ l am • ` a M"Aowe Y ••x ! ofr Mt 4 t•2• `2 66.52" =t (w6t! n ' ' �' r� n It►6L J,1 M I "LGIL M b ; ILptt TrJy C NI'TlUt y `� R' .. •. •I - p �u J4/AG rUhM/ItL ll,r RT OO T)I aTpf7! I SHatI+LeMt,,T^ COMAti 'o^ c"^ r� . (Rr1Y�R�;M� STD' �•W �a �00, F'LEm4aT f Ynt �NL KIT rlR RrrRL1 •� ! •11, •� �•1 L', C kIMf1 Of At C4�V 1Mf ar 6 SL/R S C .•,• •r:1 .• vE�OR. �. _ IIC4 Nr40T04 tiR�-,�_, ERTIF+C�7E .�e. SURVEY °" p4t„ BOE/NG or MCC on o • AIRP�A CC1.1MER` CIa en ` cEhr„lc.7t ;,��y,�►F. NF GROUP •�..�, — •._ _ . , r. I I U - W -3 - N G J J 1!,:�M iEODMLNG Aetisn To: Lynn £_ ihstig Boeing M-ercoal Alzpla— G--xp P.O. Fiat 3707, mis 76-52 Seattle, WashinJtcn 92124-2207 T TO T2ID0T PTRlfIT FAC-69-1546 i 7 THIS To E P `LIT ("Amendment") is dated as of this day of 1992, and is wade by and be BO£ING CX_ AIRnLANS GROUP, a division of The Booing Company, a Del are corporation ("Boaing"), and THE CITY Or RE TION, a municipal corporation of the State of Washington (the "City"), with reference to the following facts: A. Pursuant to that certain Bridge Permit granted by the City to The Boeing Company, dated September 29, 1969 (the "Permit"), Boeing has the right to construct, use, operate, repair, and maintain a bridge (and areas of approach) upon certain real property referenced therein (collectively, the "Tow Path") in connection with Boeing's operation of Boeing's adjacent aircraft manufacturing fecility (the "Renton Plant ul Facility"). Tho Tow Path is more particularly described and depicted on Exhibit A, attached hereto and incorporated herein r by this reference. s 0 B. Boeing desires to make certain improvements to the C\ Renton Plant Facility. In order to undertake such inprovaaants, Boeing applied for and the City issued Substantial Development Permit No. SN-071-89 dated November 15, 1989 (the "Shoreline Permit") in accordance with the City's Shoreline Banter Program. The Shoreline Permit requires Boeing to allow public use of a portion of the Tow Path as an integrated portion of the City's recreational trail system. The portion of the Tow Path to be used for such recreational trail system (the "Trail Area") is more particularly described and depicted on Exhibit B, attached hereto and incorporated herein by this reference. C. Subject to the terms and conditions of this Aaendaant, Boeing now desires to sake the Trail Area available to the City for public use in accordance with the Shoreline Permit and the legislative purposes expressed in RCW 4.24.200 and RCW 4.24.210. NOW, THEREFORE, in consideration of the foregoing and other good and valuable consideration, the receipt and sufficiancy of which are hereby acknowledged, the parties hereby agree to amend the Permit on the terms and conditions hereinafter not forth. 1. The ?rail Arsa. Boeing shall allow the City, during the term of the Permit, to use the Trail Area for the following purposes subject to the following terse and conditions: AMENDP(EKT Page 1 roawrwmwrr r� ro.w 1r anw� r • • a } 1.1 The City shall have the right to use the Trail Xrea for the purpose of developing, constructing, maintaining, repairing and operating a public recreational trail. The City shall not use, or allow the use of, the Trail Area for any = othar purpose whatsoever. Moreover, the City shall not cause n= or permit the use of the Trail Area to occur in a manner which pracludes or materially interferes with the free and a unobstructed movement of aircraft, vehicles, equipment, labor, W materials or otter items to, from, in or around the Renton i c�t7 Plant Facility by or on behalf of Boeing. W 1.2 The City's use and management of the Trail Area -'c shall, at all times, be undertaken in a manner so as to prevent bodily harm to persons (whomsoever) and damage to _ property (whatsoever). Q 1.3 The definitions of recreational use in RCN 4.24.210 notwithstanding, use of the Trail Area for s recreational trail purposes shall be restricted to daylight ~ hours, except for regularly scheduled and supervised City sponsored events occurring after daylight hours. Vehicular t use of the Trail Area is prohibited (except for emergency vehicles apd such vehicles owned ar operated by or on behalf to of the City or Boeing in connection with authorized activities). The City shall be solely responsible for j L ensuring that the public complies with all restrictions on use of the Trail Area, wbethar the same are required by this Amendment or applicable law. -- • C V JI 1.4 The City shall maintain and repair the Trail Area (and improvements thereon) as necessary to keep the same in a neat, clean &:A safe condition and otherwise suitable for use as a recreational trail. 1.3 The City may temporarily close all, or portions of, the Trail Area to the general public for purposes of performing its responsibilities hereunder or otherwise to facilitate its use as a recreational trail. However, notwithstanding such closures, Boeing (and its employees, agents, contractors and designated representatives) shall at all times have the right to enter upon the Trail Area at a reasonable tine, ir. a reasonable manner, upon reasonable prior I notice (if such prior notice is possible). The City shall give Boeing ten (10) days' advance written notice of any such closure (except closures required for emergencies). During such closures Boeing shall cooperate with the City so as to reasonably accommodate the city's activities within the Trail Area. 1.f The City shall not cause or permit the Y development, construction, modification, alteration, demolition, removal er other change of any new or existing r I AMENDKENT - - page 2 poxoww0�r......w 11 M'p Y.1032x❑ • • improvements (collectively, 'Alteration of Isprovenants') upon or within the Trail area without first obtaining Booing's prior written consent (which such consent ahall not be unreasonably withheld). Sach ccnaant may be conditioned upon Bceing's review of and satisfaction with detailed plans and specifications, scheduling or such other matters relating to the proposed Alteration of Improvements. Any refusal by Boeing to co:isent to ary Alteration of Isprovemants on the grounds that the same may hinder, impair or otbirwiso interfere with the operation and use of the Renton Plant Facility shall not be domed unreasonable, as such determinations are reserved to Bosing's sole judgment and discretion. If Boainq &hall consent to any one or more Alteration of Improvcasnts, the city shall cause the same to be done in strict accordance with any plans, specifications, ! scheduling, directions or other conditions of Booing's consent. Boci->g's consent to any one or more Alteration of Improvements shall not be deamad to be consent to any otber Alteration of Impro%o-Ants. ; 1.7 The City shall at all tams ansura that all 1 LD activities undertaken within the Trail Area in eonnoction with Ln its use as a recreational trail are undartakan in accordance with this Amendment and with all applicable laws. The city shall not charge, collect or receive from the public a fee of jany kind for use of the Trail Area as a recreational trail N (except charges for concessions made available to the public J` which are incidental to the use of the Trail Area as a recreational trail). 1.2 The City shall not cause or permit any equipment, aupplies, vehicles or other items to be kept or stored upon the Trail Area without first obtaining Boeing's prior written consent thereto, which such consent shall not be unreasonably withheld. Doeinq'■ Reserved and "ditional lights. 2.1 Boeing reserves the right to use the Trail Area in accordance with the Permit, at reasonable times and in a reasonable manner, for any and all purposes not inconsistent with the City's rights hereunder. The City shall acquire no title to, or any ownership of, aay improvements made by or on behalf of Booing (e.g., the bridge and are" of approach) to, in or upon the Tow Path, except as otherwisa provided in paragraph 5 of the Permit. Boeing shall acquire no title to, or ownership of, any improvements made by or on behalf of the City to, in or upon the 'frail Area, except as otherwise provided in paragraph 3.2 of this Amendment. 2.2 Subject to the City's prior written consent (which shall nct be unreasonably withheld), the City shall, AMFNDNENT Page 3 loo0.wo —111o.21 a 42 W • • • within ten f10) days of rexiving a written request from Boein❑ to do so, close to the public the port_on of the Trail Area identified in such request and keep it closed during the period or periods of time requested by Boeing. The period or periods of time the Trail Area shall be so closed shall be the shortest period of tine necessary to accommodate Boeing's need to close the Trail Area. Boeing reserves the right to close the Trail Area to construction, development, maintenance or use for a reasonable period in the event of an emergency or other similar reasons. 2.3 In the event the city fails to perform any of its obligations arising under this Amendment, Boeing may (without obligation to do so) perform the same at the City's sole risk and expense. 2.4 With respect to the Trail Area and the use thereof as a recreational trail, Boeing shall have no obligation whatsoever arising under the purview of paragraph 4 of the Permit to indemnify, hold harmless or otherwise defend the City. Rather, the City agrees to release, defend, indemnify and hold Boeing, Boeing's directors, officers, V, employees, agents, servants and representatives (and the Ln respective successors and assigns of each and all of the foregoing) harmless from and against any and all claims, liens, demands, actions, costs, losses, expenses, harm, �n damages and liability (including, but not limited to, O attorneys' fees) of any kind or character asserted or arising N directly or indirectly from, on account of, or in connection with the City's operation, maintenance and control of the Trail Area (and improvements thereon). With respect to all or any portion of the foregoing obligation which may be held to be within the purview of RCW 4.24.115, such obligation shall apply only to the maximum extent permitted by RCW 4.24.115. As between the parties and for purposes only of the obligations herein assumed, the City waives any immunity, defense or other protection that may be afforded by any workers' compensation, industrial insurance or similar laws (including, but not limited to, the Washington Industrial Insurance Act, Title 51 of the Revised code of Washington). 2.5 BOEING DOES NOT WARRANT TITLE TO THE TRAIL AREA OR IMPROVEXENTS THEREON AND SHALL NOT BE LIABLE FOR DEFECTS THERETO OR FAILURE THEREOF, AND THE CITY ACCEPTS THE SAME "AS IS," WITH ALL FAULTS OR DEFECTS, WHEZffl12 OR NOT SUCH FAULTS OR DEFECTS ARE KNOWN TO THE CITY. Any plans, specifications, scheduling, documents or other information (collectively, • • "Submittal") provided by the City to Boeing pursuant to this Amendment are for Boeing's informational purposes only. Boeing's receipt of any such Submittal, or any review, analysis, approval, or other consideration or disposition thereof by Boeing, or Boeing's failure to review, analyze, AMENDMENT Page 4 p00pP0000M1N1l, IO.W lI �'p J 0 0 W] approve or otherwise consider or dispose of any such Submittal (including, without limitation., failure to discover any error, defect or inadequacy of such Submittal) shall not relieve the City of any of its obligations under this Amengb&ent. Boeing hereby expressly disclaims any and all warranties, express or inplied, with respect to any one or more Si, ittals, or any other plans, specifications, documents or Infer -nation developed, reviewed or provided by Boeing to the City as a condition of this Amendment. 3. TermIzation. 3.1 In the event of any material breach by the City of any of the terms or conditions of this Amendment, in addition to all other rights or renedies it may have, Boeing may terminate the City's right to use the Trail Area for the then remaining term of the Permit. Any such notice of termination shall be in writing and shall be delivered or mailed to the City at least sixty (60) days in advance of the effective date of such termination. Such notice shall specifically state the reason for such terination. No such •l' termination, however, shall be effective if, within such sixty ,-n (60) day period, the city: (i) shall have cured its breach of this Amendment; or (ii) if such bread cannot reasonably be cured within such sixty (60) day period, shall have commenced T action in good faith to cure such breach and prevent such N breach from recurring, to Boeing's reasonable satisfaction. it 3.2 Upon any termination of the City's right to use the Trail Area, the City shall, at its expense, promptly remove from the Trail Area any and all City -owned improvements thereon and promptly restore the Trail Area to a condition as good as or better than it was prior to construction of said improvements; provided, however, the City shall have no obligation to remove such improvements and restore the Trail Area if Boeing shall elect, in writing, to accept the City's abandonment of such improvements in their then current condition and location. 3.3 Any termination of the City's right to use the Trail Area in accordance with this Amendment shall not be deemed to be a termination of the Permit, and any such termination shall not, therefore, otherwise affect the parties' respective rights and obligations arising under the Permit. Moreover, any termination of the City's right to use the Trail Area in accordance with this a+erx1m6e*+t shall not release the City from any liability or obligation with respect thereto arising prior to such termination, nor shall such termination release the City from its obligation to close the Trail Area to public use. 0' WM- DMENT Page 5 p0000a000,w i u i ors, 4,7M ��'�'" L` .r�i`ir.:�.- -•siiitn3aVKia= J �t :r�+liw4:;r..�ai�:.a.�,.. 3 L � p Li • 4. savings. Except as otherwise specifically set forth in this amendment, Boeing and the City each and both reserve their respective rights and interests in and under the Permit, and the Permit shall be and remain in full force and effect for the term thereof, and the provisions of the Permit are othervise and in all respects unaffected in any way whatsoever by this Amendment. Dated as of the date first written above. BOEING• BOA COAW=1AL AIAPLLRE GROUP, a division of The Boeing Company BY - 1J. NOW DiMtDf, FK"a VA SWAM Boeing Cmmmoa! Ahpt u Group THE CITY: THE qiTy--ar RZh1rO1 By Its F.ar/ r \\:a or Marilyn. tersen, City Clerk STATE OF WASHING N ) COUNTY OF ` ) On this — day of 1992, before ma, the undersi ed, a Notary lic and for the State of Was in on dul fission and sworn, personally appeared to me known to be the person who signed as _ of BOEING COPOLERCIAL AIRPLANE GROUP, a division of The Boeing Company, 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 was duly authorized by the Board of Directors of the d6rporation to AMIYDyI�NT Page 6 p000o 000WY� i�10 0�]I 4,742 v. - L a. _:. execute said instrument and that the coal affixed, if any, is the corporate seal of said corporation. WITYES,S xy hand and offici seal heretn affixed and year in this eertifi written. PUBLIC in ar State of Qashj*xjton, residing at my appointment expires: 4l STATE OF WASHINGTON ) CCX2h= OF ) On this ZOu' day of PL4 1992, before se, the undersigned, a Notary Publ c in and for the State of Ln Ln Washington, duly commissioned and sworn, personally appeared 1. l'1 u FAA to se known to be the person vhc signed l of THE CPTY OF RENTON, O` the municipal co ration that executed the within and O ferevoi.ng instr*�nt. and acknowledged said instrument to be cV the free and voluntary act and deed of said municipal corporation for the uses and purposes therein mentioned, and on oath stated that s/he was duly elected, qualified and acting as said officer of the municipal corporation, that s/he was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said municipal corporation. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. { M0 PUBLIC in and for the State of Ra&hington, residing at My appointment expires: AKENDKENT Page 7 poMaMeYtuNMJI Mal In., ( yG, A ,K.T i.?y• }}- '/ _ rim-hl_1 '�� _... / ..Y 1f�.,. _. .JY toi tLwSL) D !! C K 71 1»'=i ttwYLl "♦,• S'7L-C 1NNCR N.A qy , 1' t71 _ ■ ltis v: DLL R Ih' p'T�- M if* v + - at [tlNt '• •hIDOE � , � � '•-r� � I ��/if i ! �� L7 � .N J G '• .^ `w� r t `, , � 1V � f i�� fi f n 7 F} t fi U� �n1oNr4L a*w zi ." # to ♦s►""< t� r ig8 d r Ufa Q 2 8 2 `NO1` AwttMi »AY°�'. Yr p 1-80 Ci I // jYI- Y "'[ AM AL hb rN b O 3t 33� .��fL•r_ Yc . -LYE• ..' -` "'D Q jYD JDM w C7� LYIM' )"" "lN,��l � Y 1, JN1R . 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WLIME 17 LE PLATS PAW 3S A[ca9S 0! 1 _". YA- TEMAIRT E. 1f09. STATE 0! WASNING_. OO/RS90KR 0r PUAIC LINOS YAPS a lAAV AASMVCTDA SPIOW LARDS, COW. C MIN, STATE 1'IOD ENG. PILED W Mr aPIW a INE CONIS590NCA a PIE" LANDS 3EPIDIIER M. 1911. 17. STATE a ILASTMLTDI CDIIWSSWMCR a PURL N; LANDS S(CCNO T UNEN1M, NAPS a ILL'N10v SMafC LANDS YC. POWrK CMG t PLS Rm w M[ -a a INE CONWSYd1CR a PI.WL' IAMi YAT 14 1 L II. STATE a YASNWCTW. 9 Or STATE LAND COWPS9*S M NAP a RENIOM SYORE LAMS EDR•. C DON, (Na. MTV M Mr 01T10E a MC C�I -L. a POYLAC LINOS TAME T2 1311, 14 STATE a RA9 VCN OOIWSSWNEA a PLMX LANDS 9ARPLELTE1lTY. YAP a REWOT SNORE :NI ,� :L '• •SANDS YARMN W.M P.LS, n IT MC OI M a T1 GONR59OR[A a MI WC LArAS i SEPIFYMA 7f. ISM • ,N L )n S7A iE a M y _roR COY1PSYalp1 a PU9L1C -1 TRM SWPLL F. 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A NIIRYS M MET, TO An WIDLSrC TW W M A LIME 1YMOI 6'-. „'- !7 .•SY'7-)Y3lA5T .IT ItF 1h713 CAit FENJLPI J/JI/9T, R IF-7J-5'1AST R(1,A .Sl:/ 3 F[[l SOVM a AM PARAIALt TO THE IM'C Ki11[TM LOTS 7 AM 4 do« II a THE Sw 1/-t]-3 4 1'A(M9aN /tl//P, •LNw M-)J.+S LK! A[V9OR f/TJ/9{ '.• •I;,'• RAT 6 WM YARR, RWL O01 .. NA9rWGYOIL MODUC[O EASTERLY. ACMMNO TO TIE PUr i,ERra REWROED IT WLIWC 3 a PLATS PACE 3L M AIYC COARTY, t�,• ,7('171Aca' POMRONS:a 5[CIIOI.S;R 1/ iGA1i5rRP 23 MMM. RANGE 3 EAST, wY. Y 51dIGlOv, 111ENW SM. SIT 7Y )0" CAST, . - SAD PAAALLR 1AE. {P73 ' ' MW. AUIT,EKORO, CIIF, AMI 19911,E A[vLYO -1.I/E.. YWCCORDCO. RET f0 A 11Rl.d M S.OdI R[! N(SL WA-0 ALWG SA1U PARALLEL INC. •R. lPOY MC KSf LIE a MA[JL MMU M RRILAY IS SM01W LPaN SNL'CT 13 PA(PARm RT U00 MCSSE, COAEr CDLWISSION'CE AM liAD W -0 C01A'IT 3YPDVOR C-1 CAUII .F• S• -. I lrYJ71; rNW A OS' 1{' 31• EAST. 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WUTAaY YCASLRENCTIT caPYar YDurm ow G(00CRC SUP_ CALAPMIro 9NELNC, WMW MC !JS SLRL[Y MSr. ALWO 340:PW(R NMOOR LANE. 49.7y ICLi N A PIANr LO.W RLI MLMNCIIIT-.;, ,. uL•IPM60 AI gdCORfP'AOYR(Ai'A[CSW,TT6L Y MCEC[DNOAMCTNUi TAK a A� MAC1,"{UdlLLO WpfaCDIp•R[COGYMADXDCrtw PLAN ACC9RL•S a RWG C(LNTr.:wpWGION; D1W' NMTII K T NC3(. RiRNLR - M TART or s LW(. WORM T'RE�n:D-A•IONt PAW MI/OI INE MIFR�ECIIW a�: , P( OE.T l S .1 SAID 2' 12' TRACT MM NCSRAIY 1/Ir!" a (YISIMN: dI1O1WPi01�C' t TOI O[I 50./m OI' SY J] KSI; DKNW s- rA d'J7'JF Kfi r t,, ID SAW W RMSE[TOI; MCNC[ 50.lM K' )T 70' [AST Al[RG IA9MCRL Y:YNC.d SAD MUIM TRACT. ){R.II MET 1D W TRIx PANT 0' KGMWC SURWYOR'S C-ERTIRCA IF ALSO 9LLIOTS A AM Y. 1NR0 S1 PLEMEN'. NAP a URC wASNY!C IP1 SN09! (ANDS S SNORN W MC omDAL YAP WIA(a W FILE IT t11C Of)Icr a'aT(, COYMSSAJVCHi 1T I THIS YAP CORRECar R[M UN13 A 9ORKY PAW 9T WAN PALYK 1 R NY -C"-. w CO'LlavYANQ a PTIOLti LAMS AI W TYAIA. RATIwGIDN •,.n• r M \r IK AC*..CY(NIS a RE -TEI A[CORDIM ACT. Al M[ ."SI a MC OR a PCnrprl w uAl 199/. .1� . I. PLAT a xcmma REAL ESTATE COY IST AOOTOM TO RMTOM. C L Plft PRE-1-7 RENTON REV. ESTATE CO.. TOWNS 71 OF PLATS PACE S4 RECORDS a AYW CMNtT. NIL. ru, Mo.. L RRN YAAR YAM CAROMEIE OYL EML YOLVYC 3. a PUTS. PAW 34 RECORDS Or RRG c-M A APRR I.. IpD 1 M.M. LAMERS LANE 1TAS YOI PUT, MH "TA . LOLWC { a PLArS PAW Iq R(COROS a AYNC CO ". VA. OCTOFER N, Ind. I UDAEIr'S LANE PMM AD*DCN. a O MWATTE. DK CMG. KEUYC Ie OF PLA rS. PACE {J Rr_ a A MN'. YA, 0[C[YRDR ). 19111 S SCARLE M RCNTOM, STATE 0' WASNNMT O , OCPMINcw, w MOIRAm SNEER )4 >RL a A PC9PIUAPr II r9Aa A OTT OF AfNlal SNORT PLAT lLUA-//- SIAl1 (µ0-2o-afJA TICON, rN[- nMY3d e ASSOC, BOaT U. a sRKTS PAGE ). ACCOF05 a AWE. CWNTY. YA. YARCN 20. 1997. ). CM. ADYr•i IANE YASIANCTOT PLAT. CM A69I, TDI / a PLAR PAW If. WCa1US a AWD fDtMRTY. WA. IrsftANY 15 'M /. tAKE AM AN AOd IM TO THE OTT a SfATRE. GARDNER GAIWAOt t EISOIEM. W, ENC. WLLINC M a PLATS. PAW 31. RCCOROS a RII OL rT RA, AMR E. 1977. f. RECORD a SDRKI POR SRK NAAER. 911TII WMR PRO'CRRcs IMAw J OTLOt, CC R LS. BOOT 9/ or PIRKTS DM MW SY. RECORDS 0' 1RAG O}MTT RA, WY 17, IMP. ,r SAL"MARr e(Aal TRACM PAMtR A Nu. KLLOE J7 a Pun PAW AL, RECORDS a RWG COMNTT. WA.. -AN, 74 IM. . PCCORO a SLARKr r0R IMONG COAEAOAL AIRPLANE OY90N, NOTION D NI3 R ASSODAIES wC. 900N 2J a SW _ PAW /)-A. NECORPS a Rw0 CORK. WA., APRs N. 1P/0. MOO •LANDseem p AUDITOR'S RECORDING •C, •• `�Y nm !dr R!r ro Al INr R(daST a Rm. 1.o .. AIC.:7M3 11 OAY�r ` I" rA_ rP 5 L�7,'if�� [�Ar �_ YR.v1CT PATi B :O O -'" .rt AM A(COapCq.A4 WLUyC-• m I,yLI p`45; W PADS 113 a - F . •RECO®S a -a CO'R rY,-vwbIOK }9a Ljwo I A—. R1r.G COtAvr WOEX W SECTION 7 d[ 14 T23N, RSEI W.M. ;Rm,soo �O114 �.LSa�1uaG tl j4 aye. S tam -O :r41• .Tr)L LANE WSN9 TW I [ t ) wSLI CONNETC YDNNIMr W GS[ wM BRASS aSN AND ALNIW aBELOW SUNEACE ss IL7Ei ` ,\^4�, •- 1-1. fbNr: STA-N 5—L5Y NIAAAT G-END MW Is NW IAM Alf. z e 1 I' M �(/1/1 ` ' I1aRMwc.Te3ul.ee II I A'D9n/rIG IeG,/[e, [ASWG Rf)/JLM �' I` CASING LAD.. ATJ�:DL)a71' N '4675, TOWD J/96 1 . 1 l� I21 w r D 7 • 1 I/I- NCBM f I L5 1lJN xARMY1C 1MMIM a it usrNc Inns�09 rows lo/f7 ip 11 ANPIaRT N,«AR USSR f UI ..r pp 'S1 OR— IMI77.29 rASMIG 11fe1,a71 S WON - Mn' LE" unnitt ,n,•v.leM• N LWG+rwr Ivv'BS s,sc- w o -NDurxr w CA)f aN' snow wu �-Y NOQMWc I81 7 1A 819.70 EASTND 190M - STAIILW AI, 1l.N L,VN E LO n*c 1111J'DADMe• w 17 7 CWONCIE YbNNpT W GY wM 3/1BRASS PLUG I•••• - am Bnaw A Icc 81. AK. z f IN S7. NOIID C'83159./7 EAS4.0 119 MID 70WD J/Vf AI ' NW7NCNCE POW QN1E+ L-21IOYg18Nr NW— —.315 EASING 129M11.195 STAnW M+N.SO LART" Ar"31NJa• N LWOr 7111'M.Ini' w _ kl ft p vl MATCH LINE SHEET J MATCH LINE SHEET 4 •: p NGS N e Rx1 S NORM EAASS IWi STADO sfl.at' LM, I LWaG uWla EASNON" T. •' �• SLAM . LAnru S 1 :'AWOILAnV S!e'7)'IiT 1Yl M' CONMTE upAI T N CAg:_ wN BRASS OISK JIAA r& KING Ga SINK7 R DWO DD. CMG. e37 IU aN' anew f AGC MM AK S A S lm SE ' NOR: uulwa IWGNCs c- uWW[D TO WND:, IW; NoNMNc I/llwM,' EASroTG IIISII75t TGlN10 J/19 WD G51, STAIM I+7.D' o.Q lW0 NWU NWT • "urn Snp 3snD LA nn _ laNb (• flm g1+. Te� W� ---- I i OLtN: BY �sns— MCRDKo IY; =.- .All---- - n9'10.11.L,• N O. i11, BI us[ Sow:pu I»Iw[01 Itra .. r av9•mM»'7. tt un=•�9.sut •r,� �N w'CbKAER' WIN T wM NASS DISH SURCAL11/ i 'ANKED'E(C] DEG i' . AWJi.0 IiietpUO r Am le 4 RON VT �. Inr..d O -- LONar"'U13•w.M9e•w SCT E%9e ??h•' SCALE %500 r IA ,>QR: AN d:•,f1,ANif oo1.'W . ws �"r 4.. JA / SLYLOEm wrPR uADr •':i,. . .:•1 NaPMWG IeJMl.lt EASONG 11M91.+1JSw Y,•�Y STA 328 Ir mw N.7%• I LADMDC A)�'ISJ»B• N ••• lTDIANO 1D/e7 cNoTUDE R7lruceO• w h� I +ear �• ME BA95 fV BCAINNGS IS NA08J/Vl UWG ME CENRBLNQ LY INt NUNNA Y. :. ALL cq R ARS 9aW N/Dw/VI. '�� MDR MN►)I)f,a /, )Y �ry ^. ,�R 1 CASTWG rl9Qezlff +•• ^• U ;66!AD W �rY91 •;Ir ,A s2� .• 1 J 9• OT:L `ADDAr T»'11''A. N I� WU1GD[ 11'11'II I' w 'M IAABGG 111• •• \ I J' eA Bsps a5N w/ Nro10 r.Via,,,. 1 °N ern77nwC ul�s.11W.1e i ) 1 CASnNc I»efM,J! � le ,. A'NNNI unII.DE ,77C�J11SOC•N MNM1-AN� MMR AC CN NpilNWQ Iwnl.le " II..1 •�• EASTWG.I]9,Iel �] . J]00B{3!• NWI IZ •.� 47DIIN[ +111'If. Sl,l' N L_ WLOK I211I',[9M0• w I�� LN�'�• N.IN(` MAP NOT TO SCALE •jT.l "rMS1A NGw J.Aa00 >il OfTIIT W00 w am 231• N• i— :ga I T w aASE ila1 MNO Iw11171 'LASING I29926BM r SrAnW -0+e1" LAnr weir 1J3• _- LANTI.Or ,TI9'DaA.281 N LaNONDE Iln:•atele• w � 1 INDEX IN SECTION 7 & 18, T73N, R5E, W.M. CITY OF RENTON RECORD OF SURVEY 1 DJ50 NIMFIA. 96 PKII 21 � BOTNF.IJ. NA De021 RENTON AIRPORT ITL r.20)Ba -.eDD j RENTON ING WASHINGTON B A PAX: (+zs)Bsl-+90e SLUE; IAO.lGI Nc. WAAtNG W NANG wYw.1'NYAfII'IC.LVN I' - 500• 7-1085-770.7 S086RSOI.DWC W O LAKE WASHINGTON 7, o 112• dCB- A GAP MSIWCrpN 'D li-17, roLs-D 10/0? A p0 ,71 "12"J"E so. 3' Ll 1" L ASEW awl'! Tj T LEAS[ 67 ,IPIRKWC rp ft"c jj pp am�G Z , 4 '0r. 1&9.02' P.yr ,untlEla.,# r st I M.00K 0 wA S.Mf LAA 5 ..... —C�L or..o� p 113 A, sc117 fIrma.9fro BY jum-om MAk wr,33 zwwR N v we j MATS 17 w."'p—I t mom n L�4 MWAX roLm IC SCALE IN mo) 200 (I TN[ BASSjY BCAAwOS 15 .AO113AI ALONC WE KNtr*LWC OF ME RY —. 0�LL A CDO RD N,083 III. vc-Lamy u.1 ..aL crH'm -f R— I.r LEASE Lf 05 OAn— Fft AM& PHOTO dd SET - PA0110 1111 '0 D REBAA 4, GP Yo-.Er f—D 1. NAx U-I PK — .Q SET a�'ENT IN CASE P, f&�FND WARIM SECTON C�M 1 + EASr"W. M04M. ANDiWXXN—X .01E. ALL MINv fts 94ow REFTA To Lisr M 9YfT 6 old. 13 Af,*C ZJdd L*EA OW09 twr (Sir P-xT l/%) INDEX IN SECTION 7 Jc 18, T23N, R5E, WM. CITY OF RENTON 3330 MoNrE — wy RECORD OF SURVEY Bo"),Eij, WA 9aopzXj RENTONIXING RENTON AIRPORT TZL. (4-)95)-4 00 WASHNGTON FAX:(425)951 - 4808 WW, WHPACIF[c.com I' - 200. 1-1086-2203 5085R I 4 N CAT RAj c� 4" 72' 6"... -' �� .. .. 3 iaiwao Ell 15 pll' 0 am '""33033 u or - IT r I 3 Wx II H �m- �22. J* e- u > RIXcn 71 CITY OF RENTON cx' RECORD OF SURVEY R NTONIKING RENTON AIRPORT -,C-' no 6 6 - 2 2 0 3 5086RS0LOWG ED BY:' * .% -ED Dr:- Du ' '` A "' ol U.'t 2r PC-S'W I T9 W \\ CPS CONTROL DIAGRAM NO k. I f1s, SWIC WS WASI'll P"15 py a 1962" W.W. AND 11 1 IlAll AND OATA wS PO-S C0N11WOUSLY. ANALA fouR. Mcr ws 14=5= w DI Wl AND �ylw Rv ft.% 80TV souNDARy W. .7 -,,=!.0ILI a p P Wlk 0. as.* NDEX IN SECTION 7 & 18. T2JN, n5E, W.M. CITY OF PENTON RECORD OF SURVEY =0 QoHrE WL.0 PKWY BOTHEU. WA 98021 TEL: (426)951-4300 RCNTONAmqG RENTON AIRPORT WA—q*NGTON FAX: (426)951-48DO II[ WWN' WUNCIFIC.COM I" — 500' J-1086-2203 5056R50I.DWO 1 Lu O 1. EL(CI.RIC IRANSWS9G EASEMENT ORAN TECC CA64 MLN•ALKCC AND ST. PAIR RR. DECOR IN, &UYBCN:11f.Je}, MRR A. I➢19 L°CARON PER REFERENCE 111. POrN NOT RNOrw L ELECTRIC TRAA•SYISSON LINE EA5CYpr ORMr[E:WCAGD. YRwUNCE AND Sr. PA. R.R. RECORDING . ,A)cR,.3256.1. AALY I6. 111f APP.- r[ LOCAnG SHONN. J ELECTRIC MANSU15SON EA.SCMENT WAN rEC:PUGr7 5"D POKD k LIGNT COMPANY, .Ec- Nu.6m."Dolo.a. SERTE.K. 1. Is,? E>PIRCD. Nor SNOW. 4. (LrcrRlc IRANIANS- CASEMENT MANICC: PULE'T SOUND POWER R LIGMI COMPANY. ([.DINE xuMB[R: 1.IIDIo}, St-m. I, 117, APPROX. LOCATION SNIW MOM Nor KNOW. 1 ELECTRIC IRAN9Y1590N ORDINANCE IN FAKIR ' .11 a $FAME( - ANC( P-SE1,M599, -E 4 11.10. }OO' of 51.11 AS SNOW. 6, WI TER EASCM .1 RESE.NED BT A C NATCS AND Mvscrw NATCS RECORD- NUU6[R:71507f1. 4AllC 1. 1931. ➢ORDG OT PROPERTY Nor SPECMICD. AS SHOW 1. fIECUIC TRANSMSSON EASEMENT MANIEC: (J IT W SCAM[. A MUNIOPAL CORP. Rf_.G .-KI:166b.1, AIR. A. .131 AS SNOW. A1.0 . LOCATION 61Aar ANER 4 CLCCRNc IRANSAIS9M CASEMENT WARTCE:a1, a SCAIILE AuINROPM COMP. RECORDING ALIMBER. 2670410. MAY 7. 1931 AS SNOW. I. r1ECIRIC TRAN$AISSTOV EASEMENT ANTI[: INC CITY Or SEA VILE. A MINACWAL CORP ACCd1oNG xLW9W: 7f43114 MAY 12. 1§37. AS __ 10. SLWE CASE. .1 GRMICC. STATE Or WASONO)G ICCORONG N-.f.:JIG4473 MAY L 19A4 AS I- II D... TIRE EASEvE.r ORAN IEE:s.m W PASI.NGION RE -NC NUYDCA:3160179. MAY 4 19.D AS SNOW 17, SLOPE EASEMENT OR NIEE. STATE or wSWWOTOV RECORaNL .IWBW:]IopyQ MAY o, To'D AS YIOW. IJ. !LOPE EASCMCIIr ,",&MICE: SIAIr P' NA9w01G RECORUwC AIwOCA:J104.)), AM J, 1➢14 S SKET N 29. SINE. EASE.ENI 51. MATTERS 1A1101 MAY if DISCLOSED NY WN RCWCW Or 01ANI1E:BRYN MASER LAR(PIDGE SEWER DISTRICT RCCOROINL &LIMBER: 790120D757, T[RRIIAAr 70. 197/. CW f COMMISSIONER'S PLAT NO 136J71, SAID PLAT Is GAVARABLC • AS SNOW !4 MATTERS M SEAT Or NSOOsf. ST A PEW. DP :. `j,` ' J0. SCKR E. ' .. ANY OrY OR COUNTY ORDINANCE WIW ARE Nor R[COROED.'.' •L' -Ar WANICE RAIN-uww-LAK[RIDL( YI(R airgrCl W TINE OFFICE OR UNIT COLMTY "E''TOR. '•:. �'; AS S01DING MRIDCR:)905160977, YAY .II. 19)0.".� AS 910W. !!. PROPERTY TAif111ILASLE IT TR IS RIMEDEXEMPT, `• OUT MDUID B(LO'IE IAAAEIC f mPANYCRRCO TO A TAYAS(E ENflT •, JI. WE" A IOW PAM PERl01 WAN R!': M( e0E1NL COMIANY Y 64 PROPER. TARI017J.3-1001-03 1S EISMPT, W AECORpC NV4B7091 CR 9>155I, V/1R/60 19/111W. OUT POLAO BECOME IANABLE ITIRANI SrCRRCD TO A TAEA CNilfr, , _ AS 91OWN. ) :., O. LEASE ' • "•::, • Ji. LEASE AREA AWCCMENT '' '• CSSEC: BOIMG AIRPLANE COMPANY ' •r BEIW M MICE I LtK AND 90E.0 ENv10KE'i1;1+N° ASSOC ``WpWO NWO[A: .61 )IS I, YPRupCR 16. loss ;;.. . AECWDWG NUMBER: .AOL)OIIS ), A1NE }p. 191/ R(dLROWL NWBEA: lllf]151, IPMI I 196i. , LELAL DESCRIIPmG DO'S MO ['`•,'.LOSE. a53NDW. .TIC 4OMPMY COIL° NOT ➢IOND[ YAP DOCL.WENI. NOR lryOwt .... •' t I.I. I.A. [ASEMCNT. AWCEIILNT •' OCTKN MC sm- cOWPANYANO rare, a?Y-OF A(>N10r/.•'• 6L LEAS["• LESSrC: N$1IfKST AWDYNCS COLVANY, A w.91WOTOLL.."COIPWAAy( RE.G NUUBCR: f1p91 )Il11;.AIILU51 1., 1{7}. ':. R(CLROMG.>'IUMBER; )!O)710.l1, uARG 14, .ls •' RC[OROINI NUMBER: 060611G77>,WCEMB[A. 11. •!POE. •: I[oORDwC NUMBER: )60977D717, SEPTE.B11 1976 �' RCCOROwO .uuEEA: 610!l76. Mr o. :' A(CORCML NWB[R 96090W165. A�w! USi )0, 19Y0.'.. rl)wl SNONM Y.YCRE 1T IS A NI M°PfIt" a4•Y, .._ _ •'':. RCCMON'L nW➢[R 611717; AUWSr II, AS SNDYw. 34, WAICR LINE CASCNW(:::• :.. WAN TEE. ME BDO.Y1. OW.. Y ••: ' 'Il/1 f] lla SC G��• LESSEE: B(RNCLL D7_"ER AND MpMa7 A/DGL �. AII�M[ RECTRDwG xUYBCII:D]0604p1p4 A(I(kA11 1; SRCCIAIRrS A TAR MfRSNIP RECORDIGNuYBCR'➢JO5,'1627. IEORIAIVY Is';: If1J. AS SHOW. "'•''• ••, ZOgDwc nuueER )61o060073 KC OCTO6. 197C1, CORDING NUMBER ).1006°O)9. OL ILVSf.•.1, IS. SEKR LINE'EASEYCN&%4WR LAKE WASS7MGIM • ":-:" AS 9)OW. •, !: RCCOAOwG NULOER. 5410401. ALLY 10. wir.. MPROYIYAr( /.0[a flG SNOW. u.4,. DOCUNfNI Nor LCaBtf '. •• e1. IEAY 36. AGYCCIA RELEASE 7 OAYAGGC[E- R[GMbMo THE LESSEE: RENTON WATERFRONT RCSTAYRANT CORPWAIRRr RCCORDWD WIIOr :760606646J, JIEC 6, ID)1. '"yw L.Nf-c DC LAY; wSw1Gr. SfrKEN CCRIRLOE MUM• C14♦ MOLLY, Y.S.A.• AS SNOW, ,• •' ;. '' ••• IC[DROML NU.B;{I: 115360. 1L6U.retO; 11, 190( !S LEASE NO NDI SW. - LITTL E: PLAML WA[E MSN[[M IS. •• '••' Arc D. NwarR: I41]09146J.LEOCfAYBCR •�:•K91 J7. AfAEEMCNr- AaiCkst OF DAMAGES- n[GAPbNO TIME RCcoRdNO NIMBEA::111Gw1Ir: 0(CCuBCR o, 'i'M L•u :1 LOKAwG. QI; S;51LS WASRNGfG) /C[i. •• RECORDING MLMS[R: .11Dra'DER NE'>•N .CTWCFN BDW4 DAgL.IANb;tOQuuPMY AMp V3.4 DCCOROWL NlrveG. /)Of190l00. SIIJEYBW 11. IDDT,: IELORaNL NWBC0. :1170911J1. If,1LYPCA I, Iro RCC4RDWG NUMBCA:w-wo, OEO(YRCR III.1B0{. NOT.'91OW. •• ••'•: ••• •• Al,CGOwL -am o.Oba014o. ALLY 11. ;I➢6. �• Jt AW[CYENT- RELEASE 6. DAMAGES- AfGMDING MC RCC110111-11111 I40l010➢41. ARSE 14 RE NUUBCA: {7Nr60501, -IfPI[LBCR I0. r1.) LOKRING DI;•AAAc WA wTDV ) mt. ACCWDINL NuuBCR l/F7160114 DECFYBER 16,''9B. BEM[CN:rYYY NDS5CS AVD U. SA. RCLOROM( N..BER•AP1600. o A..YOCR RCGOROMG NuuB(R l.NJOI4JiL.xpKyeW ]4 lf1. AS SHOW ' Y01 91OnPt ')• •: ••;. ' JI /IM[l:OF ILRM 109T : ALA'"MN. ::L 11 LASE :. CSTCC: AJSCPN C. LaN4•AT. '.' CNY O< gMTw MtLMANfi NO.: t9B5 DECORpNG MUYBCR:6)a5O.1JJ), Y11 41. "1 i0. NfCL9+OWG NUYB;R ))0/010611 +1You51 ., 19)7. S 910^N. q[LWDINL NUMB[[R:!)030615l4 OCcumic. IleICA R(GWaxG .VYIN I>OSOeIJJ7; ;OCflMSCR 11 KSt �� 5E[GDNL NuY1LRY1k-. 11J4 RpY f. I907 AO RCSINCIIGS-;•NO SOAI r14U5[S AS 9)OW •.;,• '"... , 'GIANIF(: Y[n Y.0 SOCMCC LDµCR PEDLTPDWG NULRRA: 111J10. MAr S 1f 10 lCscFTLEAK" r' I . EM.Y S li: Assl Cl INC. 11. AOPE I sm.I l.. Offo'a, DREGSf-'Or CUC.GfY l V.SA. CAN TARO WA.IEU STATE OT WA9MGION I RCEoNOwc NuuBER: J150231, -11. IONS. 105SES905"OF AIRPORT. NUY.(ry 1)}7511 SEPTEMBER 73, 1.11. AS SNOW. ,.,R000RO11 REEOAORROWL MAUBER,I1041]), IESRUARY IS Its,. 11 SDOE CASEUC.i RECa=0 RUYMR.7.4SQQ 10030l. MRR - IB1J. r RCCO.OMC NUUBIR: )7051/0514, LEA I0. ID11. GRANTEE STATE 0r .5"'Nom llr O wG NUUB[R:]1s01Ji. ARSE 7. Il1S.0 .S SNOW E.mRC AIAP7RT PROM Tr. ' 1 RCSWFIEKS. 36NE AS ADM f41. 'RCCCFOwL RLIu@T 11051{0511, Al 14 .977. ITT SLOPE EASCYC.r t. NTERC ARPORI IRL➢[ATr. GRANNIE: STATE Or w1wG10N .J. NMER.t .N)NK RECORDING NUYbCR:3750134. AM( 7. 1ptL AS SNOW •':• FOR ME-61ATE O W. sNN,;w. RLCORaNGW wk. 1160.14 AR) )I. Ism ••':Af 17. SLOPE EAw_l .: SNONN czR,= DC w5LANGlOII •• '• .. y R RC[ORDIMC .UubU: 11307J1 AAY $ 1l42 RtC FO ST D1 FOR THE W2W.54. AS SNOW , RECORdM4.NUUBCN. 16514M YNUavY ITT I.JI. C, tl. r IS SLOPE CASCYCMT AS SAID - GRANTEE: STA It 4r WA9MLiW RCCORONG .vWKO, J130fN. ARSE 1. 1112, .a: URNERL, RIa1rT AS SNOW. •• COR MI.fTATE NW WAs.wcrG .[CORDING WNBCR 1864E34. APRIL 1. 193I. M st DPE CAS(MENT ' • ::. AS 9101MM. ORANIrC: III If or wAS.morOv R[CO'DNc NUUBW: )]507AC;Axr 1, TN2 :;• %A{. uWCRAt RrpNrs AS SHOW. T.W:-Y NC SITE OF wsH.- ..w RECORDING NUMBER: 611614), AIxC 11. 10. s[oIE CASEMENT •1B.B• AS SNOW. GRANTEUsTATE Or' WA9wIGfG ". wco9d.6 NIMBER:57SO7J4 ARSE 7• ' 1C. -C.AL -Ts A5 SI10W. rOR - vArr W WASNwGrG PCCORDML N-81N: SJ..101 AANE 14 .,a& 11. SICK EASEMEN r.� •: .:t5 SNOWY. ORIf orWASNwANICC: SIA CiON nrco NG N1NBtR:JYAL!9A AUWIf 6r,lflB, I0. RID. r-ES_NA1 Dto ;i .. .•, �...I AS 910W. .,,, rOR Mr SIA Ifof WASIwcTG .[CORDING .UMS[R: )4 YAY, 11, 1/10. IL SLOK EASEMENT WMrrE:SrATC Y WAy11NOfOV':• PROPERTY. N01 SHOW. WT. or L NLMq{R, 115isK:6lFliltfj IW, 19. RCSERVA EST [G raNPA ASSrl() AS 9fOW. ' RENIG REAL ESTATE COMPANYS FIRST AOOIDpI(,• RECORDED: WXUUC }0 Of HATS NEC !0 }J SLOPE CASEUENI ALL COAL, OL, AND YWfRAI MppUCK I[NLI /M ~IrE.SIAYr of w.LPNGTON • RCCORONC A7NBER JIDAIA)5. YAY 74 •Ifl44 NM S is AND AU E7s .m."' FW AEI/rG REAL ESTATE CD AND ASI 5& AS AS SNOW.. •• i Pr 54 mILE A[PORt WESmaT M( LDLA (iDN Or M('MOR AlExt, "`r i1. DRAM W+[ EASEMENT cRMI AR,e W ENING((1 :. RCODROINL M1:.VBfR: JIlbLbpY 7. 1911.•Ij 1WN1MT a AR WAY AS DI500S'(Q BY wrORMA.ON IN DECO RLLfASE Rfcomoeo UNDER RwG'o11M1Y RfLOROR!G 11051lJ]IA R[G.ROwG r10:NNL a'..9APo PO.OrAY.,• NOI 01 PRQ..-c-, Npr ygNv NUMB[I 15 n cKlc 'rPANTwSNM.' U' [MEMr 'si6wn Povta ALIdr al. TITLE R QAI WESTIpS ME CYACI LOC•LPOM cv NIE LATTERLY BoLNOMY Or RANCR Av. N. (STATE NlcrA I, NO.! GtLT1![: COAANNUAL WAIIA6TIY,R1$t I NO 1 R(CWW.IG NUMBER: ]If17I toolAT { 411. R. ro pNroGE EAORtRryIMUCDIATELY S0.'n1KST'�f, AREA 91011AY... 'LAANWt: m c PAGII( TELCPMow AiID TELEGRAPH I(OORSNOWG N11u/l(.P: J)J79f4 SEV,ItuB[R 21. 1l11 AS Ow 7d wsCA'WAY CA9'LCxr'• ~•:Af1AN rtC:caNYWOa wmNAY CA ra } AH°wc N;wIrN:Jwsnf. ARr u, I.o. AS ]MMIN si..-Is D< INC .ILK ANJpt t[SSEt5 TO ANC UaE ol` IUBUC PORTION ES ENE NRPOEr INCLUDMG RLwwr AND or"to rueUC lAOURCS ", SS wONIS a< INC P AIC IN AND TO ME ROADWAYS LOCATED wMNN TILE SV"CT PRtl1St1 34. OI1E51IG OF LOCARG V LATERAL SawOAWS OF SAID SECOND RASs TIES (OR SNWf) LAAO1 al WONT Or 111E STATE 01 WINNDTG M AND To FIAT PM mG, I ANY, DF MC PROPERTY Nr.cw Oeg-ro IVRLN LIES IELOW IWC L01L Or NNNAAY LPG WESTER. 31. ANY -NN.G 0C OR INA-DON oI IJSE. OCCLI'MCY OR IMIRDWMCNT OF IMF LAW WILL I -- TO'* INE RNMTS wI IS NOW W ,f OLEM lauCRlr°CEKRLO NTa"TE& IqqI�� :'•••11 UB'AEKD BY: •:7 W CTNCWEO SI WASP; IT. �'• APP.oKO Br ':•"IJT \ O.W RI .DON 0 PPR RECORDING NUMBER: 14061f1719,1J{MC 7➢T:1D94"• AS SHOW. fI: LCASC K SEE: !q(IiNt"rupCO W(S R1MG ASSOOAIIDM. WC. ,'; RFCWDIMo>vWBOR: VIIJ00014 YDKYBEA J0.'1107 ;• Af SLOW.: !P LEASE '' •�' j LC:¢C: BRUCL A Ii KN RECORD'N4'NWB(R. iC017f 1].5.1 JANUMY i!, Ifi/ Cca .L .-ER, 1[WJJ.3.7, LAN[ }o. I... RECOROND .WBCR:g(W,.171" % ONAN"O IO IWf➢0 " �L:;PECORDNL NIUBCRf1601111701 pNIIMY 71, 1966 As SNOW. SEE J31 10. i[�1E •• LCSYE'AaM LR>Y;'. f,7PSEN(I-LIEN ANO AArC IXN RECd1dN27.0ER: .0O7O.IAla, rr9RUMY I, 19f0 .000ADI.5 NWBCR: 9007091171, FCARUMY ➢, 1000 •B9CECOR04C NI�ANILL�1CCR 91111501B4, lCBNUARY i, ID" RCoolr L nluBtl AUGUST }9. 1949 DCCORDNG nUxBCN•:p001000Jl7. AUNUMY i logo AS SNDWW 11. LEASE nINIDLR: fODflllb 1,::unE 11. 19f0 NLYNpCR f00{II16 ' MRR }). INO &DEB 11" SY .NuI ELtMD SYSTosooruf LNDIER SSM061745 MT 19!! .bkD SV➢LEAW L[O/C CGSIII Ufr1ON AND C.N[ NuIIBfk {50f061t35, ART loss TALC ASO1.12 AWATION SYSTEMS INC RMKs, sEML.RS INC. A. CP ITO-11J. JANUA.1 !. 199E NURIoc.: sm."r N7. No -a!" A. ...I SE .NT EXIT AIRdNG, L.P. wuMBER 9]0>t101{I, .LILY 71, TIN! Nf.l9EN: /!O)71016>. ARSE IS rD.s NV etR: 311"llool Drec" N 1. 1993 nu.sEk 1311a1006. N01 .Kft 11. 1/93 11. MARCCONDED 1EASE.OLOS I Mr w4I4IS Of KNOWS AND N010CP5 OF SEN rY INTERESTS ON ".a At PROMRIY INSTALLED UPON 5W _WCRTY D -'s DF "ANIS TD RNOK IRAOC -WRES AND n[ CITA.OG OF INC Ef- INDEX IN SECTION 7 k 18, T23N, R5E. W Ar. C C CITY OF RENTON RECORD OF SURVEY WTEL 0'"TE VILJA PKWT 'HE(.LT 98021(!15)9RENT INO RENTON AIRPORT WADVAIGTON : (4B5)9$1-4606 ME NAPE:W.RHPACIFIC.LOY 1".- 200' 1 .3-I0B6-2203 SO86RSOI.OWG - \ After recording return document to X x .4' ::"My q1erk's Office City of R6ht-Qn 1055:'S ' buth Grady Way,.,* Rent'o6, WA-.....98055_ X Document Title: Utility Easementy Grantors: The Cfty of Rinton�. Grantees: King County,.._ Washington, Abbreviated Legal Description 20040907001717 CITY_OF RENTON EAS 31.00 013 12:12 1 UA Additional:1,egal Descriptions on Page(s)`4-23 of-Document.r 7 h. esso'r's Ta�j?arcL 0 Ass OlNumber(s) 072305- 909&.. Y. UTILITY EASEMENT� The undersigned Grantor(s), THE CITY OF RENTON, A WASHINGTQN MUNICIPAL ..."CORPORATION thidirheirs, successors and assigns (hereinafter,.togeth"er deferred to as "Grahtoi(s)') :--'fafand in consideration of the sum of TEN AND /100 D61larg ($10 00) and other valuable:consi&ratio'ns, which has been provided by the King -County Water Quality,.F'u"ndi-*�'the; receipt of which is hereby acknowledged, hereby convey and grant to KING COUNTY; a,politi . tal"subdivision of the State of Washington, its successors and assigns (hereinafter together refe6ed '.to a&."COUNTY"), a permanent easement over, across, along, iri;::upon and und er t 6:,I`ollowiqg described property. SEE EXHIBITS "A'' "A.1' "AT, '-..A 3'%"'A.-4".:"A 5" (Legal Descriptions — Permanent & Temporary tusernefits)*and."EXHIBI.-T'.':B" (description ription of "as -built", City of Renton approve . d and perm : i'tted pi'ojeci.,4ra�vipis,...8ated""Dece'"tnber 2000) ATTACHED HERETO AND INCORPORATED.-HEkE114"BY REVtRENCE Said easement being for the purpose '6f' l�i'stal.ling,....,`'con'str.:u:ctiilg, xe-'constructlng, operating, maintaming, removing, repairing, replaojhg and using..-4 severer interceptor with all connections, manholes and appurtenances thereto, tq'gethr W'ithihe` right"6f ingres§:-.to and egress from said described property for the foregoing p urpt ses'. .* f Said easement to commence on March 17, 1998, the date of thit ' t certam:,,teihpq.iaryi construction easement between the Parties. n The Grantor(s) hereby and the COUNTY, by accepting and recording this easement, :;mutually covenant and agree as follows ::I C-OU14-TY shall, upon completion of any construction of any facilities described remove all debris and restore the surface of the above described property as 9§lbl to the condition which it existed at the date of this agreement nearly J..as .. possible in 2 sha ll, if--:th`e above desehlfi%�I-property is disturbed by the maintenance, re - operating, rerndVal, rq.p ai . 1'.6 replacement of the facilities specified hereiii, restore tbs-d`i&fac..6-'6f'--the above 4esefilbed property as nearly as possible to the condit&njn W`hich; it existed at thi"'eorr* ffi: encemtnt of said maintenance, removal, repair or replacerflent.," 3 COUNTY shall protect 'and; harml . ess Grantors) fi-Q any and all claims, demands, loss, damage,'P:Kp6 -iise* -an&66iliteveryev�kiz)Snd description including ': personal injury and for any da�vhage to or,joiss 6r.,ostructibn of property whatsoever suffered by Grantor(s), their he:irs.r'successors and assigns; Y or by"8:tiy-..persons, firms or corpotejiions, because of the construction d/br:mainte nance facilitie.5 4 All riot, title, and interest that may be us6dand.--enj 'ed;`withou--`i-- Qy t interfering kith the ...-.6asem6h ng4ts herein conveyed are reserved to; the: Grantors) `." Exq6pt..as otherwise proyided": herein the construction, installation or maintenance of aiiy structures, w�i ther.-'- temporary or permanent, shall be absolutely prohi.l.ited' within" the above 46scribed permanent. easement area and shall be deemed an u irreasoriable"interference imth--ihe GO.UNTY'S'easement rights unless specifically approved,m.writing by the COUNTY .Whic.h--appr&al shall not be unreasonably withheld Morffover, as to such unapproved ustrct4e s the provi§ions of Paragraph 1, 2, 3, and 4 shall not apply ov6d 5 Payment for the""pent and temporary y easements shall be in accordance with that certain lett6r..of agr.d m-ent.:dated:- .:15,2003, by and between the Parties. DATED this 7 .--day of.,.!.. 444 City of Rento ento 01 By. Dated -." Jesse esse ne Mayor JL7. ATTEST: STATE OF WASHINGTON } s` } ss OLfNTY OF } I c6fti y thO I know or have satisfactory evidence that-/^ glS l` _rfao p_ signed this iristrurneiRf, pit oath. stated that 6kc she/tkW) (was/viiere) authorized to,wcute :` stnimeiit and , , ac?k�nnowlet#geii : It as . the `vi�� 21kI.� t'!t - (14r far the: uses and purpose ` menirbr a>_4 I the of Cc tne Tree ana vo un ary act ol such party Dated Jo� e 2003 °( f6 &e. P/rIted (seal or stampg(Cy Title :STATE OV WASHINGTON } ss CONTY O '` KING } blic MYappoin neat 77`� ........... g; I ceitify-that f know or•"haVe' satisfacto evidence that Jesse Tanner signed this instrument, on oath" stated, that _ . she/they) as ere) authorized to execute the instrument arld ackv&Medged it ag'`''•the Mayor of the c3.ty of 'ke:n.ton, -VA ; F tp be -the free and voluntary act of such arty for the uses P in tfie tristruinerzt. Datq �Z. oL) Suzann rb.:Lombard Printed naive (sea] or stamp) Signa'ire. of otary ubhc Xt Title Notary My appointment expires efry Op:RFNTON Exhibit "All BRYN MAWR SYSTEM IMPROVEMENTS PERMANENT EASEMENT ALL BEARINGS ARE "FERENCEDIO T-lit.-'-GRID MERIDIAN OF THE WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD 83(9.1) X A STRIP OF LAND, FIFTEEN FEET (k') fiq.:WIDTH, IN SECTIOk;7,-."iOWNSHIP 23 NORTH, RANGE 5 EAST, W M , IN•KIN G COUNTY; .% WAS41N . G ,TON T.IttCENTERLINE OF SAID STRIP DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF*THE NORTH MARG) Oi.*:.NoRH6TH STREET WITH THE. EAST LINE OF THOSE LANDSOUTTIX6 ' E &DAP HI i1VER:RE6.ErvEb BY THE CITY OF RENTON ON DISSOLUTION OF COMMIrRCIAL WATERWAY DISTRICT NO 2 UNDER A DECREE OF DISSOLUTION DATED 7ULY-.-3:j956j KING -COUNTY SUPERIOR COURT; :CAUSE NO 494024, IN SAID SECTION 7, THENCE SO.UTH..120"47' 42" BAST..--' AONO SAID EAST LINE 23 38 FEET TO A POINT DESCRIBED:AS THE TliUu POl*T OF 'BEGINNING OF PARCEL A. BEING THE POW OF BEGINNING 4'4i4E,-CENTER'LINE OF A TEN F90T:WIDE EASEMENT GRANTED TO THE MUNICIPALITY 6)i'WTROPOLrrAN StATTLE IN DOCUMENT RECORDED UNDER KING COUNTY RECO INO. NO 5514905, THENCE ALONG Se 11) RECORDED EASEMENT CENTERLINE ON THE FOLLOWING .C4l0RSp AND DISTANCES; NOR 34' 11" WEST 45 35 FEET, THENCE NORTH Tli 890 07' 08' 36" Wt$T,:250 00:FFET, THENCE NORTH 01'35' 13" EAST 400 00 FEET, THENCE NORTH 120 29' 24 - Vilft 440"7213 '�13t, THENCE NORTH 120 56' 36- WEST 1314 6-2 FEET, THENCE, tEA.Y.INd S� I LID IiECOiI 6 EASEMENT. CENTERLINE SOUTH 770 03' 24" WEST 0 41 FEET, THENCE NORTH 6,40 56' 33,. WEST 5 83 BEET TO AN INTERSECTION WITH THE WESTERLY SIDELINE OF SAID.RECQRDED EASEMENT AND TRUE- POINT OF BEGINNING OF HEREIN DESCRIBED CENTERLINE , OR- . THI�-- : . F=EN FOOT WIDE .:,. .:. .... EASEMENT, THENCE CONTTNU114G NOR .:640 56'33' WEST 17 97 FEET, THENCE NORTH 160 53' 58" WEST 376 07 FEET TO A POINT.OERFIN"IDESIdAtED :. AS POINT Z; THENCE NORTH 870 45' 17" WEST 26623..FEET TO* A POINT.bN TIIE EASTERLY BOUNDARY LINE OF THE CITY OF RF-NTQN-.'S MUNICIPAL AIRPORT AND TERMINUS OF SAID CENTERLINE OF SAID FIFTEEN FOOT STi.a OF LARD::-. :s .. WA: Y It t.: CITY OF RENTON - CEDAR RIVER TRAIL PARK 'PERMANENT EASEMENT r' F''2• SIDELINES OF SAID STRIP ,SHALL EXTEND TO OR TERMINATE AT THE WESTERLY SIDELINE Of -SAID EA4.EWENT'ECORDED UNDER RECORDING NO 5514905 AND IN °` LiI4E MANNER' AT SAID EASTERLY,.BOI)NDARY LINE OF THE CITY OF RENTON'S Ml� NiCIPAL AIRPQ —._ TOGtt,HER WITH A;SMAJI`l P.IRCEL"OF LAND ABUTTING SAID FIFTEEN FOOT EASEMENT AND IiYING' N0127HERL1' EASTERLY RESPECTIVELY OF THE FOLLOWING DESCRIBED LU4ES.,;` BEGINNING AT POINT Z.AS DESCRIBED HEREIN, THENCE SOU•.TH 160 53' 58" EAST ALONG THE CENTERLINE.OF SA3D FjFTEEN:,EOQT STRIR,27ASEMENT 22 78 FEET; THENCE SOUTH 730 06' 02" WEST 7 VO VEETTO THEisTRUE POINT OF BEGINNING OF THE- SOUTHERLY LINE OF SAID iiNES THENCE NORTH 81° 45'''17" WEST ALON(3..SAID SOE)TI $RLY LINE 12 12 FEET TO AN INTERSECTION. -WITH TI4E VI .Es TERLY LINE (?F SAIDLINES, THENCE NORTH 020I4' 43" EAST A'f 0140 SAIDWE,SURLY i INEA 48 FEET TO rrs TERMINUS ON THE SOUTHERLY SIDELIN 'OF SAID FIFTEEN FO.OT EASEMENT. THE TOTAL ;AND AREA, COMPRISED OF THE PRECEDIN9 FiFI•EEN FOOT WIDE STRIP AND ABUTTING SMALL PARCEL IS 10,057 SQUARE FEET OR,0.231 ACRES, MORE OR ` LESS Prepared B'y • w . • �'�%;-�� Duane Hartman & Associafes, :v z; a Job No. 260.00 �>°. December 22,:•1'999 A •toss o ; aw • . f Q ACL L�� SJ4 ' FARFS.::' 7/.28/i8, Af ,r • Exhibit "A 1" BRYN MAWR SYSTEM IMPROVEMENTS PERMANENT EASEMENT CITY OF RENTON"PARCEL MI ,... WESTEIALY.•END OF:NORfH 6T.'STREET PERMANENT'EASEMENT t ALL BEARINGS ARE R)?FERENCED ;t0"-THE GRID MERIDIAN OF THE WASHINGTON COORDINATE SYSTEM; 'NOR'1'H ZpNE:`NAD 83(91) A PARCEL OF LAND SITUrtTED:M THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, W M ,` IN K11�G':::CO(-jNTY;, VVASHTNGTON, WHICH IS CONTIGUOUS WITH A PORTIOM."OF THE SIDELINES:,,OF::A Tl~N FOOT WIDE EASEMENT GRANTED TO THE MUNICIPAiI-Tt QF METROPOLITAN.'` SIrATTL`E,..IN DOCUMENT RECO'"ED UNDER KING COUNTY RECOO.ING._. NO 5-514901 $t�ID `PARCH; BEING DESCRIBED. AS FOLLOWS BEGIN1VilA1G AT THE TRUE POINT OF BEGINNING OF'P,ARCEL AvAS DESCRRiBED ITl' ABOVE RECORDED DOCUMENT, THENCE CONTINUING SOUTH :12° 47""42" I~AS7 ALONG THE SOUTHERLY PROJECTION OF THE WESTERN BOUNDARY`:OF.,SAID..' PLANT*' NO 20 AS DESCRIBED„ S 14.FEET TO A POINT ON THE SOUTHERLY SIDELIIdE`OF SAID TEN FOOT RECORDED, -EASEMENT_ AND TRUE POINT OF SAID EASEMENT DESCRIBED HEREIN, THENCE N'Q0 TH 890-34' 1'1" WEST ALONG SAID SOUTHERLY SIDELINE 5091 FEET TO AN ANGLE, � PQTNT ;1N SAID` SIR>;LINE, THENCE NORTH 070 08' 30" WEST ALONG THE WESTERLY L114E OFF SX11)" RECOR15ED EASEMENT 4 46 FEET, THENCE LEAVING SAID WESTERLY. SIDELINE NORTH,89`05' 14" WE$T 5 31 FEET; THENCE SOUTH 000 54' 46" WEST 15 00 FEET, THENCIF°'SOUTH.:890 05 -.1 f EAST:59 52 FEET TO A POINT ON THE SOUTHERLY PROJECTION OF THE :WESTERN BOUNDARY QF`SAID PLANT THENCE NORTH 12° 47�'. 42" WEST ALONG SAID PROJECTION 1 POINT OF BEGINNING &:HEREIN DESCRIBED EASEMENT,.. CONTAINING 652 SQUARE FEET OIL, 0 015 AC Prepared By Duane Hartman & Associates, Inc. Job No 260.00 November 13, 1997 20 DESCRIBED HEREIN, 133 FEET TO THE TRUE o; o 0. • ''p�CISTE¢Q9 �}4 EXPIRES 7128198 DHA Surveying S Mapping Wwdinvige . ~t CTfY OF RINTOWPAI APPAOXIMAtEI Y 260 Exhibit "A 2" BRYN MAWR SYSTEM IMPROVEMENTS PERMANENT EASEMENT Y OF NORTH 6TH STREET PERMr•1NENT' EAS .M r;. E ENT ALL BEA-RING5 ARE REFREN,:EED TO lfftE GRID MERIDIAN OF THE WASHINGTON COORDINATE SYSTEM ' NORTH ZONE NAD 83(91). A NARROW TRIANGULAR.PARCEL,flF LAND IN THE'SOUTHEAS.T QUARTER OF SECTION 7, TOWNSHIP 233,NOIRTH RANGE 5 F,AS T, W :M , 1NXiNG COUNTY, WASHINGTON ABUTTING A'FOIRTIONI Oi THE EA§URLY. SIDELINE OF THAT EASEMENT GRANTED TO THE MUNICI1}ALI'I Y OF MBTIROPOLI-AN'SSATTLE IN:;-. DOC1IMENT RECORDED UNDER KING COUNTY RECORDI14G N0, 5��4905;AND 1 YING WESTERi.Y.:.OF THE FOLLOWING DESCRIBED LIME UGINNWG AT MANHOLE R01-61 AS DESCRIBED IN•SXID'RECOIi' tD EASE=M13 0.TI THEN E 80U TH 070 08' 30" EAST ALONG SAID EASEMENT. CENTERLINE 13 91 FEET, THl NCE NOPdH 82° 51' 30" EAST 5 00 FEET TO THE EASTERLY,.SIDEI-ANE OF:'`SAID RECO"ED EASEMENT AND TRUE POINT OF BEGINNING OF SAID LINE DESCRIPTION, THENCE NORTH 01 08'.17" EAST 26195 FEET TO A POINT ON SAID.EAST> -kLY SIDHLINfi° OFID SA~RECORDED EASEMENT AND TERMINUS OF SAID LINE DESCRIPTION CONTAINING 255tQUAAE FEU -..PR 9 00,6.ACRES, MORE OR LESS ....... Prepared By - Duane Hartman & Associates, Inc Job No 26000 November 13, 1997 "LT A : O IN ,. t .N o tcss/ r0�''4 G L A4 y EXPIRFS 7 / 2 `1,,09 L.. Exhibit "A 3" BRYN MAWR SYSTEM IMPROVEMENTS PERMANENT EASEMENT Ci I Y OF.;iiENTQN PARCELM3K a` ABU:ITTNG:RESTROOMS BUILDING IN ?ARK PERMANENT EASE4NT`• ALL BEARINGS AVE REFERENCE% td THE GRID MERIDIAN OF THE WASHINGTON COORDINATE SYSTEM, NORTH'ZOI`iE,: NAD 83(9I).. A STRIP OF LAND, FIFTEEN FEET (1:5'):_IN )MDTH,,•$ITUA"�ED IN THE SOUTHEAST QUARTER OF SECTION 7, TOWNSkIIP 23 NORTH, RA:NGE*S EAST;:.W M , INKING COUNTY.;...WASHINGTON, THE EASTEIti,Y LINE.. WHICH I°S:.CONTIGUOUS WITH THE WESTERLY LINE OF A TEN FOOT::,WiOE,EASEMENT-GRANTED.;TO ;-THE MUNICIPALITY OF METROPOLITAN SEATTLE IN DOCUMENT -RECORDED UNDER ICING COUNTY:RECORDING NO.5514905, THE CENTERLINE QF.SAID.:FIF.TEEN FOOT .VIDE" STRIP OF LAND BEING DESCRIBED AS FOLLOWS :..,• BE NING: A'T MANHOLE RO1-63 AS DESCRIBED IN ABOVE .:`RECORDED DOCUMENT ' TIi.ENQE :NORTH 120 56' 36" WEST ALONG SAID RECORDED EASEMENT: CE�ERLIN4 W5TFEET, THENCE SOUTH 770 03' 24" WEST 5 00 FEET TO THE SIDELINE OF: SAID_. RECORDED EASEMENT AND TRUE POINT OF BEGINNING'pF THE:-CENTEI2I.IIafE bF:'IIEPEIN DESCRIBED EASEMENT, THENCE CONTINUING SOUTH ;77° 63' 24"::VVE,ST;':34 28,,.FEET, MORE OR LESS, TO THE EASTERLY FACE OF AN EXISTING RESTROOMS BUILDING AND TERMINUS OF SAID CENTERLINE. SIDELINES:.OF SAID:EASEMENT SHALL.TERMINATE AT OR EXTEND TO SAID FACE OF THE RESTROOMS BVp'DING CONTAINING 514 SQUARE FEET OR '6412 A'CR*E:* viORE OWLESS A� D B•• o}wo � ••,,,G f q� �t. 4a.t11 E Prepared By o. co x: a r :0 ' Duane Hartman & Associates, Inc. -Job No 26000 r'Grs r9-'�4 November 13, 1997 EXPIRES 71281 i 8 • is . e: X BRYN k "CIT.- OF :- LEM—REh PARCEL M4 APPRQXRVIATELY 800' NORi pq." �-T-A� 34 *34:-'(OCT-Ow'l 99 ALL Exhibit "A 41, MAWR SYSTEM IMPROVEMENTS PERMANENT EASEMENT Y OF PARK RESTROOMs BUILDING AT ENGINEER kN/PROFILE DWG) s' -fti 6ID RMERIDIAN OF THE WASHINGTON 1 -�-?' X A STRIP OF LA IN..--WfbT-H srru '.- FTff EFN FEfiT.-.�iY)- J�TEOIN THE NORTHEAST QUARTER OF SECTION 7, T6WNS*HIP.*23 NbFft, RANGE 5 EAk, yV M IN KING COUNTY, WASHINGTON, ABUTTING "A * D LY ' I . NG ' PN"bOTff"SiDES OF A""TE-N FOOT WIDE EASEMENT GRANTED TO THE MUNI C-iPAL-ITY .:'-'OP' ME"TR40L-lTA- 3-'E-ATTLE IN DOCUMENT RECORDED UNDER KING COUNTY' RECORD ING '. RDING NO 5514905X-"�rHr-6ii4T-E FIFTEEN. FOOT WIDE STRIP G DESCRIBED A. "l" �t ' LINE Oft:S.�ID OF LAND BEING $ FOLww�, . .. . .... . B�.GINNING Ar MANHOLE ROI-63 AS DESCRIBEDRDED" D(JCUM'** ENT & ABOVE: RECORDED" TJqENd'-NORTk 120 56'36- WEST ALONG SAID RECO& .. EAEMI*&'CENiER� IN: LI E 882 55 ...fEET-T.O HEREIN DESCRIBED POINT -A', THENCE SOUTH 7-70 03-f4 . WEST.-� . 00 -kET To THE.-*" WES-TERLY- SIDELINE OF SAID RECORDED EASEMENT A-ND.-.T.RfJE POINT OF 13E6 INNING (it T14F, CENTERLINE OF HEREIN DESCRIBED WE$ .Ly..-EASEMENT OR PQRT1014, TVkN613 CONTINUING SOUTH 770 03'24" WEST 43 00 FEET TO. .'THE TERMINUS 4*-:St n) QiNiER . LINE THE EASTERLY EASEMENT PORTION BEING AS .'::FOLLOWS BE GIINNIM3 AT POI.NT..,'A- AS HEREIN DESCRIBED, THENCE NORTH 770 03'24" ASTERLY SIDELINE OF SAID RECORDED EASEMENT AND TRUE POINT OF 139GINNIXG OlRtRE CERTERi . INE OF HEREIN DESCRIBED EASTERLY EASEMENT PORTION, THENCE CONTINUI?iG XQR'tH 746�03'24" EAST 5 00 FEET TO THE TERMINUS OF SAID CENTERbN19-,--':' CONTAINING 720 SQUAkE, FEET Ok 0.-.617 XCRES, M0 llly Ok-LESS Prepared 13 Duane Hartman & Associates, Inc WA Job No 260 00 November 13,1997 01 Revised December 18, 1997 0* 10957 0 L LAB X EXPIR 7126191 J7 X DHA AV Suiveying & Mapping Wol;!dinvikd� 'WA.:"' X ALL: -BEARINGS -ARE WASHINGTON COW Exhibit "A.5" REFERENCED TO THE GRID MERIDIAN OF THE , NORTH ZONE, NAD 83(91). A. TRACT ACT 0 , F LAND. SI; TUATEDIN . SE6hON 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. A� 64 FjN'G:*'CO WASHT:II6tON, DESCRIBED AS FOLLOWS: BEGINNING A , T THE INTERSECTION, NORTH MARGIN OF NORTH 6TH. STREET WITH THE. EAST LINE --OF,THOSE LANDS ABUMt NTHE CEDAR RIVER, RECEIVED BY THE CITY OF R:tN-roNION DISSOL't-MON-'OF COMMERCIAL WATERWAY DISTRICT NO,. 2 UNDER A I)EtRltE OF DISSOLUTION DATED JULY 3, 1956, KING COUNTY SUPERIOR. COURT CAUSt N6. 454024.,.. INSAID SECTION 7, THENCE SOUTH 120 47' 42" EAST ALOi4GSAI D EASTLINE 522.89FEET THEE NC 'NORTH 890 25' 47- WEST, 50.10,17EET4,:THENCE SOUTH ':00°�4' NEST, i' 6.09 FEET; THENCE NORTH 890 25' 47" WEST, 13 65'MT; THENCE NORTH W 34.; 13'. LOT, 2' ' 6.26 FEET; THENCE NORTH 05 29!'13'�:*'I[iA.S'T',.,6:2.81*-,. FFET THENCE NORTH 170 12' 3 1 - WEST, 147 21 FEET, THENCE NORTH- 166 2V" 36" WEST, 5486 FEET;_ THENCE NORTH 110 10' 06" WEST, 54 28:' FEET-t' THENCE NORTH 090 27'..:04" WEST, 87.51 FEET; THENCE NORTH 80p 32"56" EttiST, 6 00 Tll.-ENC'!'E I40RTH'b9° 27' 04" WEST, 44.84 FEET; THENCE NORTH 890 05' 359 FEET; ViENCEINORTH 410 52'51- WEST 13.96 FEET; THENCE NORTH 000;54'46-,.-FAST:7 50 FEET, THENCE NORTH 160 32' 39 " WEST 10.13 FEET; THENCE NORTH" W`j 1'**4 .64 93 FEET TO AN INTERSECTION WITH A CURVt-T`O THE RIGHT )tlEkE.THE.--CENTER BEARS NORTH 780 47"21" EAST A RADIUS OF 1,095.23--FEET; - THENCE NQRTIJERLY ALONG SAID CURVE TO THE RIGHT THROUbli A qtNTRAt ANGLE 00 00"' 09' 53 -, AN ARC DISTANCE OF 174 87 FEET; THENCE N6R-rk 394 19'FEET TO THE INTERSECTION WITH A CURVE TO THE, LEFT: ��R. RE!THE CENTER BEARS .1. . - . .. SOUTH gr I V 39" WEST, A RADIUS S OF. 521 . 95 FEtT,.-.--'THEN E NORTHERLY ALONG SAID CURVE TO THE LEFT THR bUd H A CENTRAL ANGLE 'OF 09 Q-46' 55", AN ARC LENGTH OF 89.11 FEET; . ......... 11V1, n1111 !1 CURVE TQ'TH�-LEFT;.WHERE THE CENTER BEARS SOUTH 780 24' 35" WEST, A RADIUS OF 19 12.YEET,,''THEN NORTHERLY ALONG SAID CURVE TO THE LEFT:THROi GH'A CENTRAL ANGLE 0P"7d"--58' 39", AN ARC LENGTH OF 12.54 FEET, THENCE SOUTH 70: SI',;`35" WEST; :11;79 FEET; THENCE NORTH 120 54' 19" WEST, 760,,3.6'FEET, TllENCE NORTH 71° 30' 47" EAST, 9 45 FEET TO THE INTERSECTION WITH A,CUR E TO THE LEFT WHERE THE.:CENTER BEARS NORTH 200 58' 36" WEST, A. AADIUS,.:OF::11.45 FEET,. THEINE?NORTHEASTERLY ALONG SAID CURVE TO THE LEFT THROUGi-1-q CENTRAL: ANGLE OF 620 34' 02", AN ARC LENGTH OF 12 50 FEET, THENCE NORTH' 126: 40' 48" WEST, 299.18 FEET TO THE INTERSECTION WITH:'A CURE TO THE LEFT ?J HtRE..THE CENTER BEARS SOUTH 84014' 26" WEST, A RADIUS OF.�� 63`FEFT THENCE NORTHWESTERLY ALONG SAID CURVE TO:THE LEFT-'I'iiROUGH-A CENTRAL ANGLE OF'-;$70 00' 33", AN ARC LENGTH OF 13.11'TEBT; :'THENCE SOUTH 78° 24' 16";: WEST, 11.15 FEET; THENCE NORTH 120 53' 56" WEST, 188;68 FEET � THENCE N.ORTIi 77042' 31" EAST, 7 33 FEET TO THE INTERSECTTON..WITH,:A CURVE TO .THE LEFT:° WHERE,-THE::CENTER BEARS NORTH 060 26' 41" WEST; A IRAnIUS OF 10.16 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE TO THE°LEFT THROUGH A CENTRAL ANGLE OF 870 04' 48", AN ARC LENGTH OF 15.44 FEET; THENCE'NORTH :1203b' 5,4".WEST, 233 88 FEET TO THE INTERSECTION WITH A CURVE TO THE IEFT WHERE THE CENTER BEARS SOUTH 730 17' 18" WEST A RADIUS OF 17s1$ FEET, :THENCE' -NO`RTHWI:STERLY ALONG SAID CURVE TO THE LEFT THROUbH A CENTRAL ANGLE.;OF 35° :17' 57" AN ARC LENGTH OF 10 58 FEET; THENCE NORTH 70'26'..33'.;WEST, 74.66FEET, THENCE NORTH 10° 47' 41" EAST, 55.91 FEET; 'THEI+ICE:NORTH_:55°.13',:43"VEST.39.48 FEET; THENCE NORTH 110 01' 24" EAST 12.55 FEET; , THfiNGE,;NORTH-04° 59' 24" EAST 34 49 FEET, THENCE NORTH 120 41` 35.."`:WE.ST 137 &4 MET; THENCE NORTH 290 49' 05" WEST 40 03 FEET; THENCE SOUTH..770.12' 26" WEST 64 79 FEET; THENCE NORTH 110 34' 56" WEST, 129 45 FEEtF , THENCENOTIi"8r 45' 17 WEST, 167 84 FEET; THENCE NORTH 12° 47' 42" WEST, 31 06 FEET, THENCE SOUTH 870 45' 17" EAST, 168.52 FEET; r T#FNCE-:NORT 1111034'S&YW T ES 9628FEET; THENCE NORTH 29006'50R E�AST, -.--�3 29-FEET '-.TO--.:T'1E INTERSECTION WITH A CURVE TO THE RIGHT WHERE THE CENTER BEARS NORTH:;-850 02' 40" EAST, A RADIUS OF 67 87 FEET; TBENCE:.MkTHhASTERLY -AtONG--.--SA'*hj'.>CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE.6F 8703$'23`. 'AN kk LENGTH OF 103 76 FEET TO THE INTERSECTION WITH:'A CURVE. ,7'*6--*THE LEFT WHERE THE CENTER BEAM NORTH 150 54' 38 - W'ESL.::RADIOS C;F 20.40 FEET, THENCE NORTHWESTERLY ALONG SAID CURVE TO: THE LEFT 446UG&A CENTRAL ANGLE OF 690 40' 20% AN ARC LENGTH OF 24.81`*FEET.4O nilE SO -LINE OF BLOCK B, OUTH ACCORDING TO THE STATE OF WAS'HIN . GTO&--;,CO MMJSSIONER OF PUBLIC LANDS THIRD SUPPLEMENT MAP OF LAKE WASHINGTON SHORE LANUSi::AS FILED ON SEPTEMBER 14, 1965 IN THE OFFI: E. ;OF THE COMMISSIONOZ OF .. PUBLIC LANDS AT OLYMPIA, WASHINGTON-.* - NC 0 11EAST 8&52 4LON :SAID LINE 57 09 FEET TO THE SOUTHEA§T:CORN TEA TH- EREOF -AND THE ..1NTERSE)CTION WrM THE EAST LINE OF SAID WATERWAY LANDS, .:-THENCE SQUTH.A20 47' 42" EAST ALONG SAID EAST LINE 2,3431 X OET; SOUTH 0 22'::54".W-EST ALONG -.ONG SAID EAST LINE 454 50 FEET, TliENQE SOUTH 12° 47' 42.-EAST: 'Af6NQ .j.,SAII5 EAST LINE 193 81 FEET TO THE POINT bF-TEGINNING. EXCEPT THAT PORTION OF GRANTED TO THE MUNICIPALITY OF METROPOLITAN `SEA =1 rN-DQC-UMENT RECORDED UNDER KING COUNTY RECORDIN�dv '514 51 90 -'1'YIN"G;i.-W'1-THIN AND ALSO EXCEPT THOSE PORTIONS OF THE PERMANENT EASEMENTAS DESCRIBED HEREIN THAT ARE ALSO LYING WITHIN. CONTAINING 208,696 SQUARE FEET OR 4,791.::'Acm., MGTtE OR LESS. To include the road shown on Pages 9 and 10of the"attached N i Exhibit 1/1311 "As -built" drawings (January 1998), Bryn Mawr System Improvements, Schedule A, Contract No. C73130C, Conformed Document dated December 2000 and City of f2enton approved and permitted drawings, incorporated herein by reference and ori•'610 at the City of Renton. ,.t ,i • i ,t ,• :• Nr Y S . � �. t: •.t �� ys•. y •��N J} :t• i •tt. •tC ' •t' .t'1, yi• . . ,f• itytl •{•• t' .... {' § •Y [d .i • rrr. ,ti• ':i.ly yrJ .;may I yti[• ��,{ ,t• .;fit. ✓J 0 a •i: I .i 1• :\ FOUND PUNCII YARN W 1-!/M' BIIASS DIM. ""Ea WITH SECTIONS ANO 'IS 11691' IN I' SQUARE CONOIETE MONUMENT (NI/I R5M'7n ms TED " j / TOO D 3O0 9O0 � aoo \1 (IN FEET) l IMCI a 9p0 fRK 1 / ,�i: , 1)•:.p ,. E7 N 1 '�1+.;+ _' s;`A•. a ; IM '. If § RVEYOR'S NARRATIVE: • �� E710tl-vUrPOSE or THIS SUNL4Y K TO D=NOIT ME WWYCMT OF ••• )HE WWw RLYY0fµ00AN ,.' 1aa �•, 11 /N/ . •+; / a-. Y�•••• + •`,`+ :•••'�' R'FfEN MCE PONIES i0R ME RRMAY lERE Eq COVW[OOEw51wF AYE. SCUM NOW DO:RLT OF LOGAN AL£ SOUM FCN DOCU-TOO TIESt.MERE - f0UN0. WM S COEING IFNCE BCBNO 7NE BEST INDICATOR OF ME AlJdIYERT. • / . ' e ME FF]ICE WAS TIED ACNE MC ROUTE AND USED N CCH UNCRON WITH M MIMfAFgO AND COLNERCML WATERWAY YAPS TO UEFUNWE ME FINK `, ' '• AOONMENj jf'. IK WAIdwAY. DK A,PNudT,HA;ED SOELY ON ME RCrDRO L 1r } 1 :; R, ' GEOIE'(Rr PUr hIE, CANT O wY oN M fAl 9OE Oi ME BOONc RHCE SPINE OEO90N WA5 MADE TO GEAIE A 9ESf, Rf UNC OF.'�HE BOEINC fEMC[ POSRON O' TIE 4 liE� ;d.7 ,R/,Ef• i NONiS AMC OFFSET 1T RIDOUOI ME CAlG1CArcl1 YONWCNT EAST NIGNT Or WAY LINE 'N10 ME ORIGNAL'NIIIBOR LME THIS LONE WAS 1 :: •:• /'i INE11 UYD'1'.OEFWE ME. FFN7OI,NE :DE THE COuYEROAL WA1FArAY SOUM MEN / ,a, CIR2VEi Ai LOGAN EVE. DIVE ]O ME.TAN ENDS CKMA FD ME NRVE NAS 09T IJIT CEOMEMY MAN THE RECORD AMC DIFFENONI STATIONS 1 , 1�/ .tiAYE BFFN CKORitI ACGI9101(IO(.Y. REFERENCES: RECORD-OF-SIRVET FOR ME OW OF RENTON. V0. 149. R 290.2000, RIC. 8 0. 2002010RSOD001, RECw.-OF-SUfMY lOR_ . YOL 1RdTDN;PON 30. P. 1t}11E fZNO. MINT NAP OF OHR AQUATC LEASE FOR THE BOOING AIRHINE COMPANY. PREPARED BY HCRTCII DCHNES k ASSOCIATES RECOIO.�F-SMKY FOR CENTE1 HQ" VOL 141, P. 247. KC. 10. 2MM27SOM01 ' 'STATE OF WAS INGTON. COMMMONER O PUBLIC LANDS MIND SRRORJITAL YAP OF LAKE WALBNCTON SIOtE LANDS. SNOWING M RODCARON OF MARMON LINES AND SWRE LANDS N FRONT OF THE CITY O RENTON, INS. SCALE I'-2o0- -MAP O PORTIONS O SECTIONS 7 R IS T. 23 W. K S E. R.N.• AND O sN CUNOS ABUTTNG SANE 104 WFM ORTNN OMO1 LAMS, WTNY AND AD RO TE CITY O RENTON. WASIMGmN,' BY H.W. RUMERFORO• ALS APRIL 1443. RENSED OCTOBER 1944. NAP O COYYPCIAL WATERWAY DISTRICT NO. 2. RENTON, WASN� SCALE 1'-1OW. DEC IS. I- NN O COLILACROA WATERWAY DISIRICI NO. 2 KING COUNTY. HASH. SNOWING BOUNDARIES. CONTOURS AND SU9-01A 5 OF THE OBTRCT AND LOCATION O MWO5EED CANAL SCALE 1'-200'. OCTCKR. 1911.' NAP O 'COMIERCIK WATERWAY DISTRICT NQ 2, IWC COUNTY. WASH.. RIWI-OF-WAY NAP SNDWNG LOCADON OF CANAL. SCALL 1'-100 UNDATED. LANE WASNNGTON SNORE LANDS. NM NO. 26 (MC. 7, F. 23 M- R. S E) NWC DOVNFY dCINEd'S MAP (SEC. 7. T. 23 K. R. S E) (41-5I0) 'Ott OF MTON. ORONSON WAY NORM mcm HC. ODM NVER 9NDCE TU CARDEN AVENUE N.• CITY O RENTON. INIMSO/ RAY W.. S RNO ST. TO CEDAR MYER (R-1213L (}I-56) Or OF ROITOL SUWVYY NONAOIENT CARDS �" �}�1 'r•� ...... _ LEGEN,�L<': •:•Yr -- /c 'E';: •gT A' IRON'RIIAR w/ TEIAOR RENTON AWPOET !/ i' / 11 ••.. as jj a�' PLASTIC CAP STAMPED LS. 132E29 / i..,. ••a..• OTNERWSE STATED. rallO fa00N0 ROM PIPE / R®Ax ! CAP I :^a7TRRw rANx-w-LEADMONUMONUMENT1 OI'N FONWO ,-3/.- DMSS wsN, i'E,,, ii`a. OF FOUND EASED MONUMENT INi SOt1ARC CWG uW. w CASE, , •'O -0 SURFACE MONM1pIT DN,/. CURRIER YT CASED MONUMENT \ S1ACIviSd1 LINES- -_-- -_-- ES CANCER LIN aE,,. ._... •-�• 1 11 _ I .l' _- CENTER LINES PROPERTY LINES .a` -:• 1 PLAITED Lot u LIES 1• \ N j" .I` 7 e 8 we FLINNENCE iLNCE PILL\ ••_N�.�I•E_'t U we FFNfY 7 j►L F\ Ta _ �� -0.fr� �'�� WOOD FENCE .1Dw.M, 18 17 16 17 NOTES: _ HORIZONTAL DAT . NORM ALNOIIGW DATW OF19n /TINT ApAUSYENI �� .N..jr:: (NAOOJ/N)L wASCONDUC NORM,IN[ 1W5 SRVEY WAS COQUGPORT TO H M L EASE EN A F E ftEPCORD, T AND \ 1{ Eg1MD-AA SOME IN LOCAE ONE DOES NOT PURPORT 10 SLUM ALL EASEMENTS O ENE1O. 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NwT�m.Nm14.SEC�n. slR 1 �;,N4, sec Tr,' HE 1/4I. NE1#-,:,5WTION 18. N \ ate. "':'.•. •• '•a SE 1/k NET�4, $SCION EB,; SHEET_.'1 OF • 11 ! ALL M .�. 27�-N.. R. $ E.. R.0 SURVEYORS CERTIFICATE RECORDERS -AUDITOR'S CERTIFICATE r+`D 0. D• J * P71.>o,�s : REC£fRD .pF SaJRV`Y .r FOR +1� • . �7 '••."' TNs MAP NARRCCTLY REPRESENTS A SUKA1Y MADE BY MM 2. IF . A • 0 7ORR- Y ' ��//AA''��89 1� 1; S'"'_rE" -CITY.: F•FENT(jN YE a DMDON YY DNECiION IY CONFOWANCE WM M ROURddYS O M IIWEk^/ RCdN01MC ACT RdTDN FILED FOR IDS 10 BAY OF 20e] iB_sB Penh tlllegon AasOoi.tea Connniting Englneera, 0. u WaIDa fne. (.ILw Mrr-RwI COMIviERCIA WATER -N: 0. 2 AT ME REQUEST O OTT OF 2a21 AT Y N sNRTYEr •AL AT vA Nj TIN ROOM STAm ROYFH auNFI iR .- -WAY 9AIM PpO�fFiyNO. li AT LIE a POW y• \ LL YRP ~ MAP O.. RENSONS DRAWN 0T: SCALE T1M eoQN IIOD't:," RLH 1 �800' B77 FIG/VN •• 01 /OiFj�(I$ 04}r,:OO.1 O DAND R. REDDEN CERTIFICATE NUMBER 31129 gUPT. 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OF __, FD_ penhmi goa Associa Les Consulting Engineers, Ino. mE REDL'IRELDi1S or DIE viR1FF RfmRawe ACT FRID rtt TIaS �- AT mC RETRNST of oT1' o: �TQL AT_�Y IN sgh, NIL _ AT RAGE_ .+ y,A R RmN mm 5am RU6s Rm RalvNo, � ww Ewy RRT- COMMERCIAIi. WATER�AFAY NO. 2 wiARY •_ mD= �� AT 1NC ACW6i 6 PORVIlE I ASSDC. RIC ki,N i TR ELAi uu:. RENyOIs p1Aw V. YJIE FIDD RDW F1DDL11FX RATE: RM.fyi Na UwM„/J/A{/_�y�/�- _��'i RL1a 1'-zoD' 577 Rc/w m/o7jps 04?,>00.10 RAND R. FMTW QAIF1CAX HAMER $4" SUPT. OF RECCRDS-AU71DR NG. - -IXIm oZOo S O /v 90o00 ► ..-:.:,.SEE SHEET 8 . REFERENCES. ,,' \ '\ J \ \ . I .�D• I / / RECORD-OF-AIRVEY FOR ME. ow OF "TON. N.l I.f. P. 160-2000, REL •y ..- - M0.-i00201wf00D01. • •• » , ` \•• •''A •.:' • .. .-\ \ fdlE1O TACK-N-tEAD W TOP OR CUNB, \.•.^ •. _\-_. -,�.- _ _•^_ _ __ _ j RECORD:OF..9#MY-EON R017d MRRQ7. Y0. 4M P. 11}11X 1SC N6-� =aP.•(GD.FL MON. CARD 131; 1427-MU2) _�'�^---^I... -I / `4 '`/ 10000]14900WI. ,N' •• • - W1 g \ 4 \ \ _"\ 5( ; I / �O�/ PREPARED BY�NwtTON�ot]Nws AM &Assoc AIEs. FOR TNE NxNc AR1nANc carMr. Y:,, A• ` \ O"rJ, \ FOUND "CH YARK W \ ��, � � ^ Q / � / RECOIID-Q`-SLRVEY FOR CENTEX MOLES. VOL 147. P. 247. REL Not ]• LLSGBGS BRAS! OS% W GSE •(7• /" a ••• \ YARNED '6A9-T•, 4 F. i / `,b� �/ 2DDIRD-OF-005. ("' 7• �T\ 0.65' BO.OW GAME \ �' �''.' j'P 'STAFF OF WASIwGTM, 191NSSOIER OF PDI1l1C LANDS. RIND 91PPlna'NTAL W �y/� (GQR ENw CARO 1429) \ �y g Q I b (.,•V YAP OF LIRE WA WOR}I S1101EE LANK SMOMIN¢ THE RELOGI1014 OF NMBOR ,._ ��.\ SSY ••••` ;Al./� \ \ r�T�\ NSTm a/Ts/tow \ .j7T� ♦ I / Q �. oa/•• / LN- MO 9 E LANDS N FRONT OF iK ow OF RENTON. ma, BGEL ,•` `Y ••e ''• �0 \ \ Fd1E'D TA«-w-LEAD \ t�� 'Q/ 0/ •YM N' PMTRK OF SECTIONS 7 t VA. T. 23 Y.- A. 5 E. WE..• ERA OF W :+ EST \ w roP w CURa v'`•-•>rA `,�- ••• \ % FOYMO -VERY OF A IN MANO! AVV T SAYE. TOCETHM will CEIETAW Onl LAGS 't M. AND .. W ? .\ Y /, \.RP..IC,¢(L MON. CARD ROTTED HUB N CASE. ADJACEHF 10 ME OTY OF RENTON. WASQNGTON.' BY M.N. RUTEEAFONO. RLS. -:•N92T01-a/1!/2•`o. 'i/ ,Q 09' BElITV (AAnC MRLL If1]. REl13ETl OCTOBFA 1,K • ` / NC.O.R MON CARO 151) �.A )5"•yi' \ `}� A .S / .TED I/1B/200. 'MAP YM OF COCRLIAL NATFILWAY rySTRICT NO. 2. RENTON. NA9E, SCALE 1':100, DEC 15. 1941: sllar Ow SET PUNM ' ` �� N.h •\ vv:,. �,,'•`' = ' N 1-7/6• BRA55 W. YAP Q CQ OT ,'MIERNAY QSTANCT HQ 3, KR4o CONTY, SN01 �:` .JP N �F_ v \•J .;�' 000N0MUl. CONTOUIS. OC 1 A:a 910-OM90N! NE 06110CT MO0 Lo LOCAl10M a YMRED ']242s'. PROPOSED CMEy SCNL 1'-200'. OCTOBER, 1911.' •'. •.'•'f:."•• , ,•�?7}7 tom+•• :\ .;, ". •7. r _'' O.SF` i". N 4' sm CONC. MON, 0.43' BUD \ „ i" 4 ♦ FT1Np, TAQ(-N;'\lAD •�� `' OF ELSTNG GSL YM OF 'CQNEBCIAL WAiFAWAY 011-1 MQ 3, ING -T. W 111- y_ \':%Q,T-OF-WAY E1M SfOWWG LOCAWON OF CMAL. PALL I'.100'; MYOATFD. �•- ♦iIMG[ RAt:R.P. DAYAOEO �bJ :' (L YOM. CARD "'/1) \ �• ♦ 4 / FOUND 9 ANV4 OF TACA-N-LEAD LAKE WA CTDN SHORE LINOS, YM NO. 26 (SEC 7. T. 23 IL R. S L) \ ., v.•�` M9I0 {/%5n004 �,.: . \ '.;:/ / N 4' OA NON COEAA (C.G. YON CARD 1427) uNC OOLNTV E4O NEEE'5 YAR (SEC 7. T. 23 N, 1L S C) (0-50) \ 'l .t •' / .:: •, •,�[...:,,.,.-..• 7ry4.41iHSEEQ. s/23/2"0' bT 0, ROITON, ANION WAY NORM WWRNG. M. Arm BRIDES TO \ .,. i.\ '• / •,. 17.4T .: �i' 6MOEN AVE)" N.• (1-1-52) .'NCY�1Jjy,TERt)iNf LaNUMFN/, aT of RENTON' DRONSON NAY Sa. S TN¢ ST' TO CEDAR RATR (n_%M"] / .: \, NFl(1 MP. OGTMC{S Q 40.51' t 10.54' (3-1-56) . DAi•T/DN CND 3603) i01RO 4' USC3G5 DFOID STAl1gN QSK N LOP OR \ dj 0'I:e� .YT�% • \ (1':.-. v;' MO [VIB[ACF O YON E725TINCE DIY OF RENTON. SLMWa YONUMCNT CARDS 4.0• KCH CONC. ABUTMENT, AT N.K DORMER OF BILK. QL NT A - / • MSTFIIJ/IB/IODA SCE LOA MOL CARD/ NS \ nA: D7r6>,] �c��EY• 4��•,,• ,'•'u/1DlIDa'6n nENgE.-...•'•,:,,.• NE1D RECORD 32-iW FOR SA yNEW 6RDNSON WAY N t NMI AVE S.. •` '{'C?\ W la/B'-BRAss cv. LEGEND:::. - GLLIIlAlO M.45 (424f-RECOID)) FOI 9NE�E1Yt� or 1RSTFRLY R-O-W ti ,qP- MARRw.•ss426' �'• •,•'":. .(• f¢a Ca1JI- l WATEAYEAY'NZI•`a-F 6RONSON HART M. / y'i a4L�4 / \:: N 4:'S0. CQ1G• 'NSI !/I]/2DO1 \ Q' /� iNOMO 7 JML R�a Ln4 w GY•.�•'sET S/f'1R01 ROAR W/ rC1EOW I \ •• OR \ .iOEC C" UNL= CM USERST LY p2429 ••• (GDR YON. CAR(1:.71) M: •••.•Et%RW LDPPjA. )!•Oit-N-IEM(i r` UFaFjS OMEAYAS[ STATED. / ``c•• ,,•a9im s/ta/?m. \'' .,v N.SOEWAJR 0 KL tP i; - \ .� ' ENTRANCE ro YBRMY, `5'O FO(ANO MON PEf / ROM t W .. �- •E �1{.4D 2!] S� ' FOLRNO U.YChQS jC.0,R:9MTtARO 5T) n,rOND TALE-N-LTAD ]� ,.'•iy1D/xDD4 fEi•PLRItl1; / / ]• CRASS CAN. -�'' ? �'Nl1D AS P,L' N R WAY.40 OR , I {� I I :' N 1-5h• BRJy CM; _ COYY[AQAS WATFAWATi1D. 2 , .• STAMPED 'N-JN4 1959• :WSIm ,/1]/AN ®� FORD CASED YOM610ET • E4AN0:p ']3,29'.. ON LONG allo I� I ;N•4• W CONLa10,1. N C. 1 / laa! (C0.0. YON. CARD 4n)rOAn SJWACE MOMANNT . ,J0mNC �A,B'-( /.°I I \ v1STm Ens/xao4 •'-`•'•.,•'' a SET LYsn NaEw[NT IZ I t / iT•�' ,/ %.. ) I a`• `\ =i..• - MEANDER M� •• - CENTER uaS ' Ir / % y / �': •• y1NTO0'W' Y:• Jt' PROPERTY LNES . I' I `: •. �•�•_- ' / /:, Y, �J. !I" /';: I \ R.MEA.K MATTED LDT IONS A• I ( I •. / F/' 7 I .' 1�Y $A �I 4 . JOC" I \ ). \ _ _ _ _ _ _ WE F04CE WDOo FAECE / . ` E I I I /Y/ j��Py I/ `✓L... 11' I I A. ; . i ' ,� NOTES:'' IT/ /�'' / - •''1, - , WMZWTAL DATU10 TWRTH AMEMCM DAYDA CC 1{aT /tin Ap.t1YO1T I]N I ]y / f1'`•SQ� //• •/ i!•; .,.... - :+`•�•' II I _ _ 0++0 uht} rwvH9E¢IDNA NORM ZONE CO I':: I ::; FDUxO TACK-IY-fA01N ilr \ _ 1'� 'Y I �. •.�' / •'�•. W LONG RAIUNGuF II W.BREOmGFOWL .:: Yd'•••.LtNPB�TEW - ¢NON4\:'•''`�.:: $i' 4 \ R *lPiLL ALE FOUND 1/4• COFPTR G00IgI II FOLNOIXN-aEM BRNP AT SIDIr SoUAR[ CONG TON. NN CALauE41.76' 1.OORE FO.2-4'OEi G4jREY 1CA:1'AlTNYOORNWOAC. iOYCYCARGl ffAB2 (GD.a MON 7) GLATCD 2,16' I(DEL Mn. iI-6Ua5UIN5Y W[1•RII . Mi1L t LATED Yp2D1 •N. \ut F/t :\; ••• f , ) I NSTM) 9/E]/20M - . �,'• Y�,• •'E • . _ .P.(7f(i101i5'CF: ALL 1/'5. NEI/4. SECICN 7. i :1 �:-NEL-1/4'S••SEI/4, SECRCRE 7. ]oa25• (HUB PER YAP R-T2,]) - - \ i'•f .tr.• t.F NW IA;. NWI/4, SEC7�ON..17,... ;T• Neevn•r eoo]r - - T SW 1/4,.14WI/4 SEG.4.. 17. sou TH ZND STREET "sE iK N: sEcn $ .. ovice+r_•t1 nz� • ALL IN.Y. 24 N., R. 5 E, W.M:11,, SURVEYORS CERTIFICATE RECORDER'S -AUDITOR'S CERTIFICATE EF�aty;{b�, e.de...Ee6 5:;.:; 1tiL' l SJ]YL KAA' �A +� •``aM • ): . T,R9 YN C0101ECiLY IIOMS[Nrs A SURYE\• YAK DY w Vk ANa WM •° . / PleanlpD ZIN-178, .: .� FOR :• •')>::s:r '1 idITY .-.6F PENTibN YE ¢R NYO YY Dl w rnr➢R MF REnU1([YOIrs 6 ME SNYEY REmRawc AR aT Is REM19 FIIID rOR 1N1!_ WY OF- 20_ PenlJallegon ASro C lat.. COn.ul C[ng Engineers. Inc. - COMMERCIi� •'-W � ER AY 1 O. 2 7.0 .E=.N >m� w,mE „wW ,« ,RAN1.Ma •+ EMNYa (.A•1 .n-••9• AT TEE REOIEST OF IN AT _Y N RNYEY waL �_ AT PAGE _- ` ,� YN ORE. RCYSO+k ARAM {O SEA,. -/FED DOOR F1gD OR[N OAIE :: ?N- AT THE REOKST OR A.40G, REC Pp61NE.E N AM,FLUT>yf ,` SlPT. Q RECaRDS-ALRKIDR YOR. -DEPUTY AUOTOR e1O ""�+"' I R111 I'.SO' on RC/VAR O(/07/b5: 0 �',0C•.1 wYo a FEATOI QAT1F1Glf M►NER ss+29 -�o 0 S Ly J , SEE SHEET 7 L REFERENCES: REeam-as-Wy FOR THE OTY Of RENTON. wu 142. P. 2iIO-260G, REC N. 2NID ST. RECORO-Dr-W VEY FOR RENTON ARPORT. VOL 130, P. T13--IM NEC NM -T- __ :?.',,,• •.,y ••••. r'.\ \'p• _ /• ly / --%-- - \•\7iO� A \ .. j 27Z PREPARED By MWTON DENNT!t 4 ASWOATCS. EXHXXT MAP Of DNR AO,ADC � FOR THE OCONG A�RPLAME COMPANY. 12/W/2004 SET PUNCHRECORO-OF-5MVEY FOR MTE'X HOMES. VOL 1-7. P. 217. REC. NO. MARWD *324"'. a, COPPER CONC No" FOUND 3/6* OF *A�TCII �-M Of PIOUC L'NM THIRD �AL E- / A, / x m . 5' OL, CONC CASE. MCPL MAP OF LAKE WA�CTON SNORE LAWS. SH�G ME RELOC TON OF HMBOR IN CONC COLLAR (C". NON, c*Ra 9,0K LANDS M -T OF '-Y "Silo 1/10/200. 'MAP OF PORTIDNS OF SECIMS 7 & I& T. U N., R. 5 1-, N.... AND 7 AD- SAYE. TOGETHFN WTN CEAT- OD LANOS� AD MT TO � TDTY 0' RENTON, ey APRA 19� R"SED OCTOBER I".- X ;MAp DF Cou,w-,I NATIMWAY DISTRICT NO. Z A04TON. WA . SCALE J.- or uITERWAY DISTRICT MO. 2. N. CO.N41, WISIL, SNO� B-M �YTuRSAND SIS-90mS OF THE DISTRICT AND LOCARON OF -200'. OCTOKR. 1011.* :1 .41 PROPOSED CANAL_ SCALE: I' AP of '� A. -10-T 015TRICT NO. 2, - COUNTY. MQIT�-WAY MAP �G LOCATMMT OF CWAL- SCALE UNDATED. LAKE -NGTON SNORE LANDS. MAP NO. 26 (SEC 7. T. 23 N- A. 5 E) \ / / \ `O� .'♦/-�� \, • ` S••,. F011lm Y DRASS DI9L M / NWRG CO,p,TY EXINEEN'S MAP (SEC. 7. T. 23 M- IL 3 C) (41-SIB) MONSON WAY MONTH WODNG, CEDAR MYER 93NDOE TO 00 2. st (1-1-52) R 'OrY OF RENTON -IN A� N. YISTTEO 27)11/2004 a" a "Met MONSON WAY So_ s 2NO ST. TO CEDAR M%V (R-1213). ST& '9 On OF RENICK RW1 .0"ENT CARDS 1 3/6" VWASS CAP. MARgo *324"'. • LEGEND.;:. sw SONGSONGCOLLAR jv ......... -.,-\ N.. room PON -i -csAx 4 CAP S. TOB.I,N.'ST CONCRETE MAU INCASE. I.r 80" MAN (co n. 'OMOON CAM 10641) wmtw 0/m/ml "A' I" P`M* IN lqk� N, 1p e- wrx�4- SA, �4Tom\ .......... X@ SET CASCO M&NIMENT room MINCN YARN W8DrA9ON 1"`Ass CAP. ------------- -- - nWCN ARK CENTE. LINES uNa IN wfrLy ALx AT Ay N�' FOUND 'NLMO. SWLY DID O� -E PROPERTY UNCS -T- (CojL NON CARD 18a71 as nloW Aoc,-` YIStTEO 2/13/2DOT PLAIn. LOT LLNES ill 60.3' IT WIRE FENCE N, misrift OWN UNN FENCE c "'T"' FOR CDMYER E sm.c- a4AT R=51% 225R-5". NOTES: mORZONTAL DA1YIk NORTH AMERC" 0AWM OF 92' 1- '92' S"INT X ow w/11), WASH�TDK NORTH Zo4E %A N, .. Z �.-Mjr CAP. 1OL40 10/2001: SE TM �-5AtsRAss CAP. CITY OF RE>ITDN QQV LION. of 'ELD AS CENTERLINEor WELLS Avc ChLouk,TED W5, (mar ...... NORTHERLY FROM "Y "'1 7 OONMERC�� WATER r. R07D CON. MOM CARDS 1124. I�Z 2573. 20U N, GRAPHIC SCALE 3w N DO F: ALL 1/4'S NE 1/4. SECTION 7. ..AL4.11/4'S. SEI/4. SECTION 7. IN. vsNwI /4. SECTION 17, ♦, rA N, SW 1/;,:.NWI/4, SECN-M."' NE j/4,. SE I /t.- NEV4. SECTION ALL IN..Y.- 2j�`W., R. 5 E., W.K:'. SEE SHEET 5 SHEET,16 SURVEYORS CERTIFICATE RECORDER'S -AUDITOR'S CERTIFICATE A.-*: -FOR THIS MAP �My �M A W� MADE By Na su-yl� :..:. ....:CITY OF RENT6 ux� at - u, WE� w CONFORMANCE w� w NE�- OF THE - K�G ACT FOR, TN,S- DAY of ':.-"ing Engineers, In.. COMMERCIA-1�,WA1TERtAY 1& 2 c-) AT THE REQUEST OF aTj OF KN" AT T'P.a DR. -Y .1 - AT ICE -11. W 6EFm RLH In"677 I ft./v- 1--50' 1704 00.10 DA.0 R. i11LTON CCP--TE ..." 32." L 12213f ED T.655.W 10 fQ ,.. I 1 7 0o s C>/ /O 9oo0o5Y / 8I 9Z/ F t D/s pqr-.'I a-sowwE tw!c.YgN.wuaE,_cRAPB.IC_$C1LE___.�_--- --.-. 3D' 3T2 _.=I __.___ •' rl 'REFERENCES: all-CF.-SURVEY fORONE CITY OF NEHTCN. 1A1L Iml. P. 2eD-260% REc N0. 110, 101900001. .. .. _ -'_- RECORD49000UR.fY fLR RFHIW REPORT: WL'11L, P: 11Y11I['REC'"O' VISITED 3/OI/2004 50 0 VISITEBLEP.C'N14 -- I FOOOT MAP OF1.0"R AOIATC VASE IM LORE eODEM AIRPLANE COMPANY. IFOUND 1.^C REBAk IN I IN rii) SRIANE CAR uW, w G5C �ccL - Sa R,.L I (CDR. 3/0 CIAO 1911i L/91rD ]/01/20n<., ; I Q 1.1 .� I PREPARED BY NWTON DIDWS & ASSOCIATES ECOD-OFFOR CENTER MOPES, VOL 147. P. 247, REC NO, 'STATE a WAS"weTp1. COb1154fANfR 1 11R10 W101 THIRD 9LPPLDFD 1 YAP OF LANE WASH RC SHORE LANDS. SNOWuNC THE RELCKATMN OF HARBOR LIES AND SHORE LANDS IN IRWT OF ME OTY OF RENTW, INS, SCALE: FOLIND COPPER TACK -RI -LEAD W CORC WALLA+•-20V' USED RECORD 317W LP. FOR CDNYERLTAL IUTERriAY NO. ; I.C. 5TA 37te2-. PLY. UONUYENT GROE IZS. V91ED p/19/3001 ClLtDLAYW 9.9e' R.Y. DISTANCE / � ` ,� I I . m '.' l 'YAP OF PORTIONS OF SECTIONS 7 A le. T. 0 W., R 5 E. WA_ AND of SHORFLANOS mUnING SAUC, TOCIEDEA I17H CERTAIN OTHER LANDS, WARN ME AO.MCENT I. . CITY OF ..TON. .... ASNIIGT . BY M.W. RUMEIRf010, RLS, APRL 1941. NMSED OCTOBER 1944. -WAP OF COMMERCIAL WATERWAY DISTRICT Ma 2, RENIE)K WA . SCALE. .. 4 �4•i'' .!•...,:n• ........,. 1'-fop'. DEC. 1a fp.l.' "' .•W ''' \ vM O' WO/(An WATERWAY DISTRICT ua i "IN0 COUNTY. WASH.. SMWIIC , .. ''• II 7r11ND C;;.CR iA,Cd-+RI-LLAD w E WIWn i�::., LOCATION APPROMYA]E � \ 60UNDMIM C " S, AN p SRB-ON9EN3 CIE THE DISTINCT ME? LOCATION OF ..;:�� ' •' • % USRD ME406D 3e.9S iFP. ffIN CouY.,. WA 1L9'NAt'Ra. 2. MONUMENT HOT FOUND. f�\ � W{6 k PROP05ED GNAL. SCALE.: V-20D', OCTOBER. 1911.' SS` �\ . REI S/YL214. PER YOAWWT CAWI/ RV.'S FOUND BUT HOT LOCARD {+\ I. I-:f....'•�°' �I " WRS1iiF H/16/2oO+ •�' (C.OA. WON CARD 13peI' �' \'Y. YAP OF 'COYUEAOII WATERWAY DISTINCT Na 2 KING COUNTY. WASH, R.P. b5TN1C[:�i .yl7FD x/Ip/]p0A y , \ ' O• 61ORF-6-MAY YN 11 LOCATION OF 11 3TafE 1.107E COATED. J � i•\ \ LrJ, \ LANE YLLwNCTON 91ORC I/iIND1. YAP N0. X (EEG 7. T. 23 N., R. S LI ' A,1A; \ " , I• \ lr� KING COWtt EMONEDES MAP (SEC 7, T. 23 N_ A. 3 E) (91-301) raLIND TECWR a w�,\.... P 1 si'•. `'SOU too 30/3mi ".. OF REHTOf. BRONSON WAY NORM WIDEMI E. QOMR 16sQ BRIDE TO k sY NL axe ' W. ., \\ • ` Jj •y. \ cANDE. MEHUE N• a \ M9TED B/I3/2001 I • ••I.\•� ''T+: •. CITY OF RENTOU, 6MO15011 MAY R. S. TD Sr. 10 CEDM KIWI (R-Ixl]). \ Y� 57+1 POD . a cA-IN-LEAD. F. \ IJ•�f (SwvAIGe. 79.rLr) •''` \ II.D 9/19/2001 ��' •�f It Sa r�o'ze'[ TL-E SeT]D"lei- b AIRPORT WA K \ I FOLIET 3/5• L>!P'P(R P. TH I, a' �1ARE CONC YOlt IN CASE. ' N `,EO VIA/- I 3w 3w \ .. OTT OF RO7TON. SURVEY YOIRJLUHT CMOs \ LEGEND;:: ' gIp \ �'• , • .,?SET : ' \ � \ . �'��+ ..,. f� ..,.. ,•>'' `SAE' ROM Y/ YELLOW AMPED I.S. 232429 I\ \ t O rcwN TRW PIPE /, R6EM A CAP .. I \ \ ••'!: :ftu,", TAOt-1N-NERD FOUND GSD .-ON, 1R .A' raxD svREARr YowuoFr :••,•• •R' a SET CASED MONUMENT - sueolYs OR LINO ""•F . \ \ \'pr/ \ \----- ----- _ -- - - - MMEANDCi""Es CENTO. I '� • 8 9! \ \ t:,i • - - - - - •PROPERTT LIES l RKHT-OF-WAY LINES - \ PLA7rm.U1T L9E3 CHAIN LINK FENCE -`,, \.•' DMCC TL EFY i+ 30�FO R p 3/0 DaPia Ra \, •• •, �t3A� r^b Y •, 2 \ \ \ NOTES: ' •• �•s Du, tCNe MDN. IN GSF- '?f 8 \ HORIZONTALDAnw: NORTH AMERICAN DATA O' 1e61 / 1sri A0.YSTREW7 l:.'•.. / (G(LIT YW CnRO m]) \ \ pRAp U/s1T, WAUWGTW, MONTH 2WE ..NYtID 3/R .+••:: \ FOUND COPPER TAGF.RN-LEAD •,,• .::` , •• ,• \ \ USm TO CALRIUIE BEST=FIT MLY.iNriRT \ '-•�\ �..•••" \ \ FOR DOWN, CRAL WATERWAY NO, I SEE COA. WON. C:AAD9 Sag tL9TED 1/12/2001 \ `•....,.%' .••-• •••• .,.,....\ •1 . \ - A .CALCL LA 5TA: 57ie3.79 POT. i=OV LT .. i� \ •:: \ FOUND PLINW MORN IN 3/9• COPPERR PIN IN V.4' CWC YW. W CASE • � :.• •I�:7 eti T; ISCQP ALL 1, CIA' BE1Dw GRADE •.� \ '•bi:.. q .X±-1 NW'1 (C.". YOI CARD 1099) Vf91FD s/1]/200A .. \ \ .•Ei,• :; •..• .S W '•::N` • .... SW 1 ..WW:., • NE I SE . + as+T+ oYsc+c m M .. crtYTac-n .�i• rVfT' E r .. .: ALL W SECTION 7. SECTION 7. SECTION 17. SURVEYORS CERTIFICATE RECORDER'S -AUDITOR'S CERTIFICATE c�,ry 2ss91R..T+ne, LL4J LCL Ur Junv`�rL , rs WAP FwRREenr IeFYREa n A sL1RLev MADE Trr ��. PLsenfa` '•::.. •`'FOR .•.` WE OR wDEA YY TN DI4 IN CWfORUMce WIM "a , - V�r`'" B,AT'„Wp'LFAI THE RER1wEYENn OF TIRE SURKY RECDRONO ACT FILM FOR TINS, DAY OF 20- P<IIhO110gon Associates Consulting Engineers.' Inc. •CITY :bI' 1 ENT.tSN , AT THE REOLRST a OTT CF RELATOR Ar_Y IN SISVfY VON. Al PAGE 2 YeR RUNnI Irneln wvrN.9urte ulR (.m) vF-PRIa + mm AT THE RECI IN U PONMXLEcOH ASSOC. INC 9�e COMMERCIAir'•-.. TER_iAY O. 2 �� wA JJ33V� MAP Clp(. RCMRON& OUMR aY. PALL fIFID B00( FlLLD OiW OAM :.J.a r. DAW R. n1LTW CERTIFICATE HUWEM 32A29 SUPr. OF RECOIDS-AUDITRR MOL - DEPUTY AUOtaR RLN I' -SO' 077 RO/VM O//07/y,. 04 �0.1 G SEE SHI 1 41 9 FOUND TACR-ION-IEAD W WNCWALL NSTED s/o1/1aa iRlO° GRAPHIC SCALE w^.Ra M•K/W/SItT .Sa _9. _ 1s _. ,SD _._ Im - _ _ BRED 'PACE3.I, 11991' ISSIWT) 7SFJSIIEp %&Y 3/02/1004 (IIL ET.RT) I Dt91a a 60 (-1 r- TA.^.E-N-LEAD IN NA'CW'ALL (ST. IS. 3.4 127.171r N•JTm 3/O2/1001 FOUND TACK-N-LEAD IN 11WCa11 f3•y (SIA: ]5.343, 10z1R'f) JL91E00/01(lOD4 i .. i'1l ••• 03.1. Y .t3 .•/ 41, •+ 3' Ar •1 - RPM . .� a•t IN, ` R 1 � z R-1naa1' /' LA•I3ssx' / 1-t33.so' 1/ 1 I ll SEE SHEET 9 SURVEYORS CERTIFICATE RECORDER'S -AUDITOR'S CERTIFICATE TE Al MI MAP, CJRPCCREPSER Y RRETS A SURvrY IlAOE BY Na �� NE OR UNDER MY DIRCC- N CONrONMANCC WM 111E REOOCLUNTS Of ME SLRSEY RECOMONC ACT ME RRfEDUEST OF fY 6 pE�� FXCD FOM MI5 _ DAY a -, 10_ Wt i01h -T°�`n - AT-M N SIW,EY Ni AT PAGE AT DIE REOUES7 OF PdNALLECOI ASSOC. BIC ; Fu RAND R F11L70M [ERRFiG1E IMJYBFA 3141i 91PT. Q REC0105-ASAIILOp MGII. - DEPUTY A1tlETQR RECORD POSnCR FOR MOIL FALL - 0.>4' $-VNLESTENIY .7ROu :ERCE YMFM , NOLDWC RECORD O6 TNICL^ EAatI R.P'9 SITED /i 15/1a0a139]) EOD,I- R STM I R" W OR CI M.R. RD.T PAD :rot STEEL tlRKE :OR SCDREBOARO. RECOD R.P. DISTANCE 37.W TO P.T. MM. (CO.R. MM CARD 1355) ' LASTED B/,0/`2"0" 11/03/1004 SET PINY IN ,-5/4' WASS CAP, YARNED -J1A19'. N 4' Sa CON" NOL IN CASE. IN CONC. COLLAR; /`;• 1.0' E. O -.1-"C". DISTANCE TO OUSEIED Y, 3¢k n.Br Rf aSTANCE 10 PENCE POST RlINO'MEWER-loan-2 -WR FEN¢ .__ [IN1 .. ANU NEARER-LOO.QNY'1-1 I/2' /1. OVA. YETAL REFERENCES: REC0rto-0E-9A1EY FOR ME CTY OF RENTD.. v I.%. P. IRA-a000, 11EG N0. 200201.900001. RECOIVI 4-SIIRYCY 1. RENT. NRPDNT-YOL 130. P. 1, -.M REG M0. 20a0031K00001. EXHIBIT NAP OF OMIT AQUATIC LEASE FOR TM BOONO ARBIMIE CAAPOY. PRFPARED BY NORTON DENNIS W MSOOATQ RECORD-OF-MWWY FOR CE)nET1 HOMES. VOL 147. P. 147. RE-". Na 20DI091711- 'STAVE OF WASIBNCTON COWOSSICKER OF PUBLIC I.AmOi TNRD mA"EYEMTAI YAP OF UJ,E WA9 DDN SNm UR05, SMDWMC THE RE3D3' - OF NAFBOR L1NE5 ANO SNORE IATIDS N R-T OF TK OTY OF REN10N. I665. Sum 1'-LOr' LAP OF PCRTNR6 K MCDCIS 7 A 10. T. 13 R- N. S E- WY• AMID Q SMORFLMgS ABIITTNG SAYE TOGETEEA wR CERTAIN O71ER LAMS, WDM AAO AO.uDENr R1 Tit QTY CF REN7QK NA99NG1M,' EY NLL RUTIERFORO, Rls APRIL 10". FE3SSED OCrORfR IBM. LAP OF COYNEROAL - WATERWAY OSTRICT Ma 1ENM RT, WASN., I C: DEC 15. 194 T: ,.AP OF commERSAI TERWAY OISTRICY Ra L RING CG1NN. WPSL. SNnWNO R0IMAREi 00IDURS, AND SUB-GNSIONS OF DIE OWMCT AND LDCAR G< PROPOSED CANAL SCALE I'-10W. OCTOBER. ISM* MAP O 'COMMERCIAL WATERWAY DISTRICT Na Z. VIEW COUNTY, WART. AFN i-d-M'Av MM SNCMMG -14. Qi CANAL. S - 1'-1D0'; L'NDAYm LUC WA-4001 SIdC LANDS. MAP Na 19 (3Er 7. T. v N- R. S E) -G COUNTY ENGHM S YAP (SEC 7. 1. 0 N. R. S E) (41-SFB) 'OTT OF MENTOR. BRO SM WAY NORTH WNNIU:, ¢MAR RIN31 BRIM M CAROB .MURK N' (1-1-51) 0T ON REMICK BROIISM WAY S0. S. DER ST. TO CEDAR RINK (R-1113), CRY OF MENTaN SAMY MONUMENT COOS LEGEND/ ::•.. :N S/�.'Mt01 ROAR W/ TELIYW PLASTIST.41PSE F314 19 ,tF OT,E 111IEg MERW STAImt_iFA :YO F'CDU !RON PIPE / REIA9 M CRP 1 � :IVUND 1A4tiI1-1EA0 ®::"•raVO CASED MDINYENT ;A FCUNO SURFACE NOIUMLLT ' 19 SET CJd1.'J YONUUEN7 ----- --- SU-9o. SINES -------------- MEANDEII LRES - CENTER EKES IWOPERT, LINES p1aRT-W-WwY UES - PUTTED LOT VINES MAIN LNK FdGE 9 RC FENCE MI00 E MORIONTAL DATUM: NDRM AMOtlCAN DATUM O 1923 / 190 -WENT (NAO 63/91). WASNNGTM. NMM MINE N 0Dd 11' ME CLYEACIE F60TNC LOCATED 3 POSTS :' QQ RECORD 5OSr RP. OISTAACE TO P.T. NON• 54. (CDR: NM CARD IJ9S). ' x Y,$IJED R/10/1QIi4 _. _ •,. _�; aQi -Qf: ALL 1/4'S. NEI/4. SECTION 7, SEii SE 7-71-5 1.. .ALi•1/4'S. SEI/4. SECTION 7. Nw 1jr NW1/4. SECTION 77 ME T/4, SCL•fl�i3-5 •• SW 1/4.:NWI/4. SECi(�!11. NE 1/4.:NE1/.4�+SEllllttf 18, SE SHEET.E� OP it At' -IN G xa;i EC¢RD O' S. RVE KEylnwrYy O p'w'" c. CITY :DFRFNT4�N Pea17u)JeConsultingon Assoc+ales EngiaeEac. ,4R e,. N Mi9T PYI 9 yr 99R DRa.MP. *• ..95a E4m) Nv-w4 COMMERCIAL-XA-TERWAY Ow st RLH P I t'•5o' I 677 I RG/VLE 0.10 .s I 1 W II I ` ' ITS I / 1 '' '••� Y C 1TT I ••1 \\ III p��. � .,'`� III 1 F"O 3' B" OISIL uAAKm 't)pY ecAc Y \ 9e� C" Nw� IX' CA ('YVEAI(Mp1T NCANDa: DARE N91EO 5/04/10DI •+ 1 Imr i.1• d3••: R GRAPHIC SCALE s 6 SD D ss So '<<�0 r. I OACO = 00 TML SURVEYORS CERTIFICATE MS ff mpKCRY IElRE5DNT3 A smR MADE BY ME A UMom MY OR[CTIM _r.AwNRQ wM AT ACUTARRORnITS 1I lllC CIS! A NC ACT AT THE TO,UGTT a IN DAW R. FIAWN CERTIFICATE /AI,IBG ]ZA29 ,2/03/20W SET PUNCII N 1 /0• BRASS CAP. 11ARIm'32419'. W {• SO. COML NUN. W CASE. 91 l7NRL CQ1AR; 'SdNOIM'Or AWQE PON, DF PEN, . 03' E. OF CH t,NA FENCE REFERENCES: RECORD-a/-ANKY FOR THE Cltt M RENTM. NHL 149. P. 760-26M RLC N0. 2W2DID19000D1. REmNO-OI-4bREY FOA RENION , RPCRT. TCL T38. P. 113-1131E. AM Na 200W)11900001. EYNIBH MAP DF DNA AOOAItC !EASE FOR ME BOEING A/PLANE COMPANY. PREPARED BY HOIT011 DUIMS i A350CIAIFS REWRD-Or-SURVEY FOR CENTEX NOBS VOL 1.7. P. 217,' QL Na mo�Rnn9HNnnl. •STATE OF rASTaycltlR, CdyNS9aNOt d HBLC ,AMGS. MIRD SN4lFYUFIA W OF TARE WASlDNGTON SHORE LANDS. SHOWWG THE REL'VCAITON OF NARBOI uNf3 AND -DALE lwNDS W FRONT Of THE CITY OF RENICK 199S, SCYL HAP or PCIItgHS OF SECTIONS 7 A, 1B. T. 23 IT, R. 5 L' W.M., AND OF SNMfiINDS AHITTND SAMEE 106RER wM CIATAW OMEN IAMDi, w1111N NID ADIACENT TO t1E OTY Of RfA{14R, WASNWG,m. BY Kw, ROlt ERFORO. 9AR1.9. APRIL 13. REUSED OCTWOR I—. 'yAP OF COMMERCIAL WATERWAY OSTRICT .0. 2. RENTON. RASA. SCALE 1'�1Od, DEL 15. 1911 1 'MAP OF CDIMIEACTAL WATERWAY OSTArl ND. 2, MHG oM'M, WASI., SIDNNG BDIAHUMMS, CONTOURS, AND S.9 OMSA)MS OF ME DISTRICT AND LOCATION OF PROPOSED CANAL SCALE. 1•=2D0•, OCTCDOL till.' I MAP OF b01bO WATERWAY DSRTCT NQ 1 IMG COUIITY, _V_ 4,T-Of-WAY NAP S10AINO LOCATION OF CANAL 5CALL• .4 -10W. UNDATED. ,ATE WA9BIGTCM SHORE LANDS NAP Na 10 (SEC. 7. T. 73 K. R 3 E.) AING COUNTY DgWMi MAP (SEC. 1. 1. 23 N- 0 5 L) (11-SW) 'CITY O' RENTONI R MONSCM WAY NORM IIB(NHO. OM RRVG WOCE TO GAIOCN AVENUE OTY W MYQR, OIOHS011 WAY Sa. L 7ND ST. TO ®M IHfA (R-1213). (3-1-SS) CITY Of RENTION, "Ay MONUMENT CARDS LEGEND V` H, .. •� .s'•• •, ' MOM w/ Ytuw • sc1 5/f ,ylw , PIASRC.BN STANPEO LS µ2429 rn •...... T>' � LAAESj:-011NFAw5E STAND. .•••+ ;L FOtll!� Rpl PPE / p[BAR e w .r• CARD —INN '.B SO CASED uOAluaT 12/03/2001 SET PUNQH e74i3 CM. MMAED'32429', N 1"'S{1,COIL NON. N [ASL 1N CUNL CQ1AM':.. 2.5' NQIM OF MQE PONY OF fE)M _---.-_�----- _____________ yU9UN UNES Q _EANR LPES _ —TE/t ONES O.Y W O CNAN- FfNHY /AOPORTY WOES T-O AY UNIS •T' — — FLITTED ,OT L__S r—e— CMAW -9 FENCE WE FENCE A00D FENCE NOTES: NONT2QNTA DATUM: NORM AY(AICM DAMN M 19M / 1991 ADATSMENT (NNO Vmt AM_I.0TDM. NORM YH ICASE AREAS ARE LLASES THAT WERC W EFFECT INEN THE COIYEACIA WATERWAY D1 —T NQ 2 WAS OSSCTMED BY 900DM COURT ORDER Na 0024. DATED MAT 3, IOU ME5E AREAS N31E DEFN® W COPES FROM �Y '.•,1 . ROLL, 77 FO DWNG H/12/1957 AGREEMENTBETYImE C>yLEACIAA WA D'STBCT AND SEATRL PLY\000 M0 ROI0 IAAA LRSCEUAIEOIS FAL TREY lrAv AREAS ARE mRRENIIY owuM BY CITY OF RCNMK PADS AND .: '700Ro.4-1/2. GRASS DIV. RECIEA/1011 DEPARTMENT. , ...• MARKED'770 11CSET 1999% IN{' 3DUAME CwG MINI.W CASE. (L6R. y11N'CJ l9-lloj„ , . NSIED 3/TI()20W ' SEA: e3+7737, 131.13T1T NORTH 6TH STREET - "" 1 M sm'w �;. •• PORTION&:OF; ALL 1/4'S, NE1/A, SECTION 7. 1 t711t �•••�•. _ SEC 110N 7, '`NW Q/•1, N1N1%4, SECTON 17, 1 �.50,9� �. .St;� .s' .... SW 1/1..WI/4, SECTION •1?,' ri— �.: ,. R•Y.. .•: NE 1/A.:'NE t/y,;.�G1nON 18, SE t/A;:NEVE , SECTION 18, .. .-, SHEET .0' 004•11 ,. +� ALL H ); 23,N.. R. 3 E, w.w RECORDER'S —AUDITOR'S CERTIFICATE a FILED "A TI6__ DAY DF _. M_ AT _ M N Sl11VEY VOL wT PAQ AT THE RCOUEDT OF PE)HALLLCON ASSOL WC - rs - •) 4 An //T "41Ey�)%/ Penhalla on A3SOCia Oi 1 AO saTR r xArf mvTY T YM DIiCA IQNSORS save a AEewos-AuorcoR uFx - DmITY AuaTat .:FOR :. PIMTIAi— S Y •»ae :....CITY :OF RE2 COMMERCIAL,.. WATERWAY JfO. 2 N1N1 97: SCALE: FIF3D 9001E REND Oaw I DATE i Rr RG/VN 042rso' Bn ro00.10 SEE SHEET 11 sk ••,v ••03 1 Nam• NiT. ,n.5` 91� 2 ) 1 > a / / 41 ,1. - 1 0/ i O Y o 0 REFERENCES: RECBRp _SURKY rm THE arY OF RENTOK I IQ. P. 2NN)-29DC, NEC. GRA'P'Hi� -SCALE MQ-300201DSD00001: + . 50T �':'^- W 25 s0-- ^ M - RECORD—W"FOR RENTIN AIRPONT, LOL. 1-,R, P. 413- E- REC Na� .. 20000511900001. "RIM NAP OF DNR AOUAIIC VASE FOR THE BOOIO NRPLAM O ANY. - PRFPAR0 BY NO70N OENM5 a A550pAlEi QI RC!) , RECUM-Of-5URYEY FOR CE111IX Np1ES 'R- 117, P. 747, REC N0. T001092>f000a1 % YAP O9 LMC Rb ON SNORE LANDS& SNOwNo M REEOCATION OF NBORAL. U NES ANO SHORE LANDS N FRONT O. 1RE OTY OF R TUN. I960. SCNL I +�.. ".A, Q' POt RDa3 NY SECT101T > tS i. ]1 N. R. 5 G: W.Y., AND aN N ONpSL SAYE- MII NTH MTHw AA OT"mW.1R ,YK � T T CITY TON. N.' BY TKEM" APRILV.T 10 1ME O DF NEKTON, WASNNNOION; BY NW.:IalTIE/E0P0, RtS MRIL 19A3, REM4D OCTDIlR 19H. ' YAP ff CQLYERCIAL WATERWAY DISTRICT NO. L MINIM. PASK. SCAIC ,; ,•.T00', DEG 11 IBq: 'NAI OP COYNEROA 1MTERWAY DSTNN:i NO. 2. I0110 COU" Y, WASH. aNDMNc / NTINDARIES. Cw TOURS AND SUB-DIYSNNS OF T[ MTRKT AN"LOCATION O' • PROPOSED CANN. SCALE. 1'.280. OCTOam. TBII.' . / YAP OF ' & WATERWAY DISTRICT Na 2. IONC COUNTY. YIASN., RIONL-Cf-WAN NM wmwc LD IION OF C L. SG,L 1•.100': UNOATED. IANE WASNNCTON S LANDS, NAP W. 3a (SEC. 7, T. 23 N, R. 5 C) j KINC COUNTY ENONMrS YAP (SEC. 7, T. L, k, R. 5 E) (41-SA,) / tr•':;• •,. j 'CITY E RENT ON. 9ROn5M WAT AIORM WNOENIN, RDAR raw BRIO¢ 10 OAROEM nL4NtLE M• :;...>''•• CITY OF RENTw, BltONSN *AY SO.. S. 2LN0 Sl. TO ®AR Rw (R-12131 /� . y2/OJ/200. SET N,6 N t-5/a• a... an Or M_, YLRLfI' YONUNFNT CARDS a7 '• : 1 I••. v..{•..:.lC �1tNA Cm � 1 ,,... �j. � • I L 713 m.. ' ; :• TO 1 s I .••�:� ,a�I• SEE SHEET 9 KED 'IU29 . N C So. CONC. - ;Ssc I IFUuw-uNN _UW !FN1:E cLaE,Wn•••':.,,.•• LEGEND S :.,N`+.• L• ..:SR 5/r...RE0E1 MAR W/,IILOW . PLASTGlAP STAR CD" 133-N ••. .•. ., i. OUR-M'OTV"NSE STATED - .�i•�:>•� .•-V FW,D IRW APE / RERAN • W •FTARID ...... ®:: CASED MON 01T FOND —CE MC EMT •'•••' •.'R. a SET C.A." 11O.UNENT - ��-•�� SUDN — LINES '• --- - - - - - - - - -EMDEN LNES N• •t5 ¢LATER UNES • AN.MT, -a , - — — — — - —T-6 Y TINES ' - - RATlEO LOT ONES LNK MICE WOm FDNQ 12/03/2004 SET RNw N I -Sp' BRASS •3TARP', NOTES: W, ._N N i = — MOM. N CASE N COMM COLLAR: r ' SO MO Y,i IK A.QE mNT OF rocr NORZONTN. DAM: MORN AMERK'AN DAIUY N 12M / Im ADALSNONT O.7 E. W Q,AIN-UNK FENCE (MAD U/a11 -.UK NDI,N ZQNE C LEASE AREAS ARE LEASES THAT 11F1S N EFFECT WHEN THE CCABERCIN. ' WATERWAY DISTRICT N0. 2 WAS DSSOLLED BY 54PFfnw COLLRT ORDER W. - M 2A, DATED ALLY 3, — IIES AREAS EELS EF1rEN W COPIES FROM ROLL! 27 EOLLOWNO N/12/,877 ACRCEIENT ETICEN COWEAOAL WATERWAY • OSIRICT AND SEATTLE PLYWOOD AND ROW IBBA WSCCLLANEO25 F THESE LEASE AACAS ARE OLRRENP,Y OWNED BY OTY OF RENTON. PARKS AND REOEATION DEPARTMEN, It>1• PAR;,dis Qv ALL 1, µL, NW i TS: T SW , ...... °" NE i • SE 1 SHEET. '1'O O'$•. 11 :'ALL N SURVEYORS CERTIFICATE RECORDER'S -AUDITOR'S CERTIFICATE a�Ala Ryro P2.LL1/.s Qv� ,L BNv.arYB ;I�bl V'1LL li •:}•0 TINS YAP co4kcILT IiEA6. m A sUR,EY MADE BY NL OR UmDERt NY ORECTIDN N CON .AN E M,N NO. , {� 'JvA2•N.3•EaE •:. • 1�..�{�1�Tv� `�•()T';r C� NNE REQ,A,NT n O ENE sURKT RECOfmWc ACT MED FOR IH15_ DAY LT _. 20_ •. P ,Nl' Penhal5egon Associates Consulting Engineets. Inc. 1 1 -6 AT THE REQUEST OF CITY aK PEN i01 IN . 2DSE5 AT—M IN 91R'.EY YQ. AT PADS AT THE REQUEST Or PEN HAl1EMN ns, NC. 6 N.:Y ,✓AA•A Tae m-rN SYRn•E >oMIN .1R>.. I,M IRI9a ERRq .W,-ERL. COMMERCIAE- - .W� / . ems... li. .f YAP ,XL IEMSgNL • IItAWN BT. ]UIL FIELD ROAN _ 64 DAv R. N 10N CERTIMATE Y,N TER 33A29 SLPT. OF RC uCA. - DEPUTY AUDITOR RLH 1'••50• 677 RC/VII NET,/s, SEC71ON 7. SEl/A. SEC71CH 7, IW,%a, 5EC71ON 171 IWI/A, SECTSAY'li' NE, /'4''SEfi7-IDSI 18. NEI/4. SEC710N M. I -A, R. 5 E. W-Sl'., N ; Y1 I*t0. 2 042•00.10 LtGEND GRAPHIC SCALE NOTES: -!iT 5X R(*JhAAR W/ YELLOW .PLA3W CAP.STAHPW " 032— SO 0 25w HOW T� DAWM: MORN AMOaCAW DAM Or SIM / IM ADARINIENT inaiss 0!.WOMSE STATED. (HAS, W.11 —.I— MORN WK FOUND SIM WE REBAR & CAP 1 1 TEASE AREAS ARE LIASCIS NAT WERE N EFFECT YNHEq SHE CQNAA"AL RATES 2 FlXllS`YACi -1 _yW_StFd_CllMO HSWAS INISSOLVEI) BY SUPERIOR COWT ORDER NO. . SHES1 AREAS WERE OC,,N,t, SH COPSES FROM 414ft 0 FwSM_D CAj6 WSOWUMW* ....... I IRA W f-L ROLIJ 27 AGRCOaDNT 9ETvCEN �M ftYCvrMAY O"Im, AND SCATT11 . BOLL, '. .S ME. LEASE AREAS ARE CURREWXY SMNLD BY an OF RENTOML RARKS AND RCCMCATNSM OSEPARTHCH, IS!::'in . STXN. .�.LNSIAEE SET.CASED 79-ce M" LINO L, AhStR RES 7Bo CEN." LMRS AV L. I.ER SAW aNCE MOOD e* FCOMO 7-1/2' MAS% OV AR.. '. 11" �SITED 3/./2.1 PAMca -e TH. x D SlJPKfMENjAL MAP OT- LAN, -SHNNGTOm SHME LANDS LEAS-" Atl6: FlAmM) 2 !T?A�' IZ 7*Z"_". HN55 "AWFED jjd2,'lW4 RECORD LOCA,1CM, Cow- SIM, • Comc. MEIN.,0.3a, BELOW W.E, eeJJ(Qoa .. CARD 'Ss.) LAKI CMc_ RAN. ....... I-W �Tll OF FENCE. t , OF FENCE ZM WEST Di P,.,u R. -IAN= EMS. Wm op.vxt :F AR. FOLAND lwcmw DOW Z, HONING FcK*fiL ....... I Dat"K mAcNwC .. US ARCA - Rev �lxo 5/01/7.. .... ..... ON CQN� HEADWAL,. ROMER FENCE HERE rACK NN LEAD or,l Fawn A A THAR, TURNER 5a,TH. msYco s N/— Ah ...... 2/113/200. SET PSSN� IN -5/e DR.SS CAP, MARKED '3242r. N V xi Co� — NN CASE. NN Lam 2.• s oS, ON— FENCE. oz: It OF �W FENCE 41, 3r -.Sr .ca-0, r IS M7:r TACK- - ACNY W. FOUND TAN-1-1CAD rnVNCH M IL rAOC A EAST sNtE DATE POST YM vo,/2— taw) Z15, m METRO ...DLE ...... RD 'X' FOUND OR S. ASK APPEARS TO HAVE BEEN RNSEJ) MOW ONIMAL STWXMRL OR, NOR CARD Im.) .."Lo ./1./200E i5 X 06' --Al PORTIONS OF: ALL /4'S. NLI/4. SECTION 7, ALLIJ4'S, SEJ/4. SEC710N 7, NW'r/f. NVn:/4. SECTION = , ;� 1 SW /4;-.NWI/4, SEC.*b'N*i*7. HE 1/4.*:NETjIt.,-GulnoN ia, SE 114. SECTION IS,-.' T. A-, 7. SEE SHEET 10 SHEE Z gi 11 5 L. WJ;C SURVEYORS CERTIFICATE RECORDER'S—AUDrrOR'S CERTIFICATE ....... PF $DRVW THlS MAP CORRECTLY REPREZEN- A WRw, 1= 91 t R He ON OHOOR MY WECTSON IN 31—y—, ME WWRElAEJNrS OF THE � RECORDING ACT FILED FOR NG — DAY OF 20— Penhnllcgon Associates ConsultIng, Engineers, I... ;c.= OF RENT6N' C,,, OF RFNSON �r AT � REQUEST OF AT — M IS SURVEY WL — AT PACE NNN COMMERCIAL,. ERVAY 140. 2 1 SH AT INC REQ�T OF PIONSIALIZON ASSOC- WC. oitAMN—?—. IFBELB BOOR I FiCLo WS, I %::�� - - "M 7/4 DA� R. FSA. cvt�x ROMISE)l 324" 66 - !y i en RG/VM 01/0 *. oj800.10 � 20051208000280.---- Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 DECLARATION OF RESTRICTIVE COVENANTS —TTroperti Tax Parcel Number: 0723059096 Reference Number(s) of Documents assigned or released: Grantor(s): Grantee(s): 1. City of Renton, a Municipal Corporation 1. State of Washington, Department of Ecology LEGAL DESCRIPTION: That portion of the former Commercial Waterway District No. 2 land Iccated on the east bank of the Cedar River in the East half of Section 7, Township 23 North, Range 5 East, W.M., in the City of Renton, King County, Washington, more particularly described as Tracts 1 through 6, as shown on City of Renton engineering map B92-50 and dated May 23, 1957. Whereas the Grantor(s), Ow•ner(s) of said described property, desire to impose the following restrictive covenants running with the land as to use, present and future, of the above described real property. NOW, THEREFORE, the aforesaid Owners) hereby establish, grant and impose restrictions and covenants running with the land hereto attached described with respect to the use by the undersigned, his successors, heirs, and assigns as follows: Restrictive Covenant - Exhibit #1 Restrictive Covenant - City of Renton, Cedar River Trails Park - Exhibit #2 Duration: These covenants shall run with the land. If at any time improvements are installed pursuant to these covenants, the portion of the covenants pertaining to the specific installed improvements as required by the Ordinances of the City of Renton shall terminate without necessity of further documentation. Any violation or breach of these restrictive covenants may be enforced by proper legal procedures in the Superior Court of King County by either the City of Renton or any property owners adjoining subject property who are adversely affected by said breach. IN WITNESS WHEREOF, said Grantor has caused this instrument to be executed this ay of Na 14 200.5" . Kathy K ker-Wheeler STATE OF WASHINGTON) SS Mayor COUNTY OF KING } I certify that I know or have satisfactory evidence that ti turd n l K��- 1y e,/er signed this instrume t and acknowl ged it N to be his/her/their free and voluntary act for the uses and purposes mentioned in the 0 instrument. A a Y` �: ' CS 6 Notary Public in and for the State of Washington 'F '• N��t, Notary (Print) I a al -tot, a My appointment expires: of 9- a 006 Dated: //- //o -120Dr' r�, Page I PWA0010/hh 20051208n0n2Rn_ .: City of Renton 1055 S. Grady Way Renton, WA 98058 RESTRICTIVE COVENANT This declaration of Restrictive Covenant is made pursuant to RCW 70.105D.030(1)(f )and (g), and WAC 173-340-440 by Name of Property Owner, it successors and assigns, and the Washington State Department of Ecology, its successors and assigns. Legal Description: That portion of the former Commercial Waterway District No. 2 land located on the east bank of the Cedar River in the East half of Section.17, Township 23 North, Range 5 East, W.M., in the City of Renton, King County, Washington, more particularly described as Tracts 1 through 6, inclusive, as shown on City of Renton engineering map B92-50 and dated May 23, 1957. Tax Parcel I.D. M 0723059096 200512nRnnn9Rn_ RESTRICTIVE COVENANT City of Renton, Cedar River Trails Park This Declaration of Restrictive Covenant is made pursuant to RCW 70.105D.030(1)(f) and (9) and WAC 173-340-440 by the City of Renton, its successors and assigns, and the State of Washington Department of Ecology, its successors and assigns (hereafter "Ecology"). An independent remedial action (hereafter "Remedial Action") occurred at the property that is the subject of this Restrictive Covenant. The Remedial Action conducted at the property is described in the following documents: 1. Report of Independent Action Bryn Mawr System Improvement Project Garry Struthers Associates, Inc., dated January 7, 1999 2. Environmental Review and Opinion Cedar River Trails Park 1060 Nishiwaki Lane Renton, Washington GeoEngineers, September 29, 2004 3. Supplemental Scope of Work for Cedar River Trails Park GeoEngineers, December 28, 2004 4. Supplemental Groundwater Sampling and No Further Action Request Cedar River Trails Park 1060 Nishiwaki Lane Renton, Washington GeoEngineers, April 7, 2005 These documents are on file at Ecology's Northwest Regional Office. This Restrictive Covenant is required because the Remedial Action resulted in residual concentrations of petroleum hydrocarbon as diesel and heavy oil, along with chromium, lead, and cadmium which exceed the Model Toxics Control Act Method -A Residential Cleanup Levels for soil established under WAC 173-340-740. The property also contains vinyl chloride contaminated groundwater that exceeds the Model Toxics Control Act Method B Cleanup Levels 20051208000280.== for groundwater discharging to surface water under WAC 173-340-730. The vinyl chloride contamination has migrated onto this property from the adjacent Boeing property and is considered to be a separate site not associated with the Cedar River Trails Park. The vinyl chloride is under active remediation by the Boeing Company and is not included as part of the No Further Action determination for the Cedar River Trails Park. The undersigned, City of Renton, is the fee owner of real property (hereafter "Property") in the County of King, State of Washington, that is subject to this Restrictive Covenant. The Property is legally described in Attachment A of this Restrictive Covenant and made a part hereof by reference (Attachment A). The City of Renton makes the following declaration as to limitations, restrictions, and uses to which the Property may be put and specifies that such declarations shall constitute covenants to run with the land, as provided by law and shall be binding on all parties and all persons claiming under them, including all current and future owners of any portion of or interest in the Property (hereafter "Owner"). Section 1. No groundwater may be taken for any use from the Property. A portion of the Property contains petroleum hydrocarbon as diesel and heavy oil, along with chromium, lead, and cadmium contaminated soil located along the northern portion of the site. The Owner shall not alter, modify, or remove the existing soil cover, asphalt pavement or other structures in any manner that may result in the release or exposure to the environment of the contaminated soil or create a new exposure pathway without prior written approval ;from Ecology. Any activity on the Property that may result in the release or exposure to the environment of the contaminated soil that was contained as part of the Remedial Action, or create a new exposure pathway, is prohibited. However the City, and/or their agent(s), is permitted to conduct routine maintenance and landscaping as well as excavation and emergency repairs for facilities, utilities and levee preservation (as described further below) at the site without notifying Ecology as long as the following conditions are met: (1) all WISHAIOSHA permits and health and safety protocols are followed, (2) soil, if excavated, will be properly characterized and managed following all 2005120800n2Rn_ applicable hazardous waste monitoring and offsite transport and disposal/treatment permitting requirements and (3) a soil cap of a minimum of 2 feet will be maintained in areas currently capped by either soil, asphalt or structures. In addition, the City and its agents are permitted to perform all requirements or provisions that may be directed by the U.S. Army Corps of Engineers to preserve and maintain the levy constructed for flood control on the Property without notice to Ecology. The requirements are outlined in: (1) "Cedar River at Renton Flood Damage Reduction Project, Operation and Maintenance Manual" dated July 15, 2004; specifically Sections 4.9 and 4.10 (General notes on maintenance and Specific maintenance procedures, respectively). (2) "Model Project Cooperation Agreement for Section 205 Structural Flood Control Projects between The Department of the Army and The City of Renton, Washington" dated May 9, 1998. These documents and sections are made a part hereof by reference (Attachment B). Section 2. Subject to Section 1 above, Any activity on the Property that may interfere with the integrity of the Remedial Action and continued protection of human health and the environment is prohibited. Section 3. Subject to Section I above, Any activity on the Property that may result in the release or exposure to the environment of a hazardous substance that remains on the Property as part of the Remedial Action, or create a new exposure pathway, is prohibited without prior written approval from Ecology. Section 4. The Owner of the property must give thirty (30) day advance written notice to Ecology of the Owner's intent to convey any interest in the Property. No conveyance of title, easement, lease, or other interest in the Property shall be consummated by the Owner without adequate and complete provision for inspection and maintenance of the soil cover. Section 5. The Owner must restrict leases to uses and activities consistent with the Restrictive Covenant and notify all lessees of the restrictions on the use of the Property. 2005I2n8nnngRn_ Section 6. The Owner must notify and obtain approval from Ecology prior to any use of the Property that is inconsistent with the terms of this Restrictive Covenant. Ecology may approve any inconsistent use only after public notice and comment. Section 7. The Owner shall allow authorized representatives of Ecology the right to enter the Property at reasonable times for the purpose of evaluating the Remedial Action; to take samples, to inspect remedial actions conducted at the property, and to inspect records that are related to the Remedial Action. Section 8. The Owner of the Property reserves the right under WAC 173-340-440 to record an instrument that provides that this Restrictive Covenant shall no longer limit use of the Property or be of any further force or effect. However, such an instrument may be recorded only if Ecology, after public notice and opportunity for comment, concurs. Kathy Keolker-Wheeler, Mayor City of Renton Date ATTEST: 6d' "" 'J. Bonnie I. Walton, City Clerk 2005120800n9M. Project Maintenance 4.8 Proiect Plans Location, sections, and details of the project are shown on the drawings at the end of this manual. 4.9 General Notes on Maintenance 4.9.1 Inspections Thorough inspection of project facilities before each flood season and after each flood is vital. Use of the Superintendent's checklist will ensure that no project feature is overlooked during inspection. 4.9.2 Utilities The location of water, sewer, electrical, and gas lines within the project limits shall be determined before any maintenance measures are taken or repairs are made. 4.9.3 Improvements Improvements shall be inspected to see that all construction is in accordance with standard engineering practice. Fences constructed across the levee must have a 16-foot wide vehicle gate to allow authorized vehicles to travel along the top of the levee as necessary. The City of Renton shall have their own locks on all gates and cables located on the levee ramps or the levee itself. All locks shall be keyed alike. A master key shall be made available to the Superintendent, another master key shall be deposited where it is available at any time to emergency or maintenance personnel, and a master key shall be provided to Seattle District, Corps of Engineers, Emergency Management Branch. Any Improvements that might be expected to alter the 100-year water surface elevations shall be brought to the attention of Seattle District, Corps of Engineers for evaluation. 4.9.4 Maintenance agreement with Boeing While the City of Renton is responsible for the maintenance of all project features, including the South Boeing Bridge, the Coles accepts the agreement between the City and the Boeing Company delegating maintenance of the bridge to the Boeing Company. For as long as Boeing maintains the bridge in accordance with the O&M manual for the bridge, the intent of this O&M program is met. The City is responsible to verify that Boeing's maintenance program for the bridge is adequate, and to assume maintenance responsibilities if it is not. The agreement between Renton and Boeing is included in Appendix C. 20051 9M)nWRn. _ - 4.10 Specific Maintenance Procedures 4.10.1 Embankment Levee (Reference paragraph 208.10(b)(1) and (2) of the regulations. See appendix B.) The Superintendent shall provide at all times such maintenance as may be required to ensure serviceability of the structure in time of flood. Measures shall be taken to ensure, among other things, that: • A good growth of sod, substantially free of noxious weeds and invasive non- na@e plant species, is maintained where turf is indicated on the drawings; • All brush, trees and other growth which violate the criteria set forth in this Section are removed from the levee embankment (vegetation specifically planted or preserved by this project shall remain); • All animal burrows, when found, are backfilled with compacted material; • The levee is maintained free of debris and drift, and other encroachments such as buildings, structures, and refuse dumps; and Periodic inspections of the levee prism shall be made under the supervisions of the Superintendent to ensure that the above maintenance measures are being effectively carried out and further to be certain that: • No unusual settlement, sloughing, or material loss of grade or levee cross section has taken place; • No revetment work or riprap has been displaced, washed out, or removed; • No action is taken which will retard or destroy the growth of sod, such as burning grass and.weeds during inappropriate seasons and/or applying herbicides; and • No encroachments are being made on the levee rights -of -way which might endanger the structure or hinder its proper and efficient functioning during times of emergency. Immediate steps shall be taken to correct dangerous conditions disclosed by such inspections. Regular maintenance repair measures shall be accomplished during the appropriate season as scheduled by the Superintendent. Vegetation on the levees shall be maintained as follows: • Grass or sod, where turf is indicated on the drawings, shall be maintained in good condition free of noxious weeds and invasive non-native species. Turf shall be mowed to maintain a length between 2 and 12 inches. • All existing trees or shrubs specifically preserved or planted within the rights - of -way for this project shall be inspected to ensure that fallen limbs or trunks are removed, that the top of the levee is unimpeded to vehicle passage, and ,, that erosion of the riverward embankment in the root zones has not occurred. 20051 2080007Rn_ _. _. Dead vegetation shall be removed and replaced with suitable species when and where feasible. • Vegetation on the riverward side of the levee system not specifically preserved for this project shall be managed by mowing or by selective cutting or pruning to maintain a maximum height of growth of less than 25 feet and a maximum individual stem diameter at 4 feet above the ground of approximately 4 inches. • Woody vegetation is allowed on the levee slopes where the levee is overbuilt (i.e. the levee side slope is shallower than 1 on 2). When tree trunks become larger than 10 inches in diameter at breast height, then the trees would be congidered for removal. Dead or uprooted trees must be removed if the trees could impact levee integrity. Shrubs and blackberries shall not be allowed to grow so thick in the levee slopes that they would obscure visual inspection of the levee. Please refer to EM 1110-2-301, Landscape planting on flood control structures", for guidance. 4.10.2 South Boeing Bridge Specific maintenance procedures for the South Boeing Bridge are beyond the scope of this manual. Renton is responsible for operation and maintenance as advised in the O&M manual that was prepared for the bridge. As the bridge is property of Boeing, and Boeing has agreed to operate and maintain the bridge, the Superintendent should satisfy himself that the Boeing Company is performing the maintenance and that the bridge is operational. For Boeing's agreement to maintain the bridge, see Appendix C. 4.10.3 River Channel The Superintendent shall obtain surveys of the river channel as indicated in Section 3.8. These "surveys shall be compared with the "Allowable Average Bed" shown in Figure 11 of the Northwest Hydraulic Consultants December 2001 report Lower Cedar River Sedimentation Analysis of Existing Data -Final Report. This figure is shown in Appendix E of this document. Note that elevations on this document are referenced to the NGVD1929 datum. This bed profile has been determined (with the sandbagging specified in Section 4.XX in place) to produce river stages within the project boundaries such that the right levee provides 100- year flood event protection with approximately 90% reliability. As the bed approaches the specified allowable elevation, anywhere within the project, provisions should be made for channel excavation to maintain the design level of protection. A HEC-RAS model shall be used to verify that any changes to the river channel and associated overbank areas do not have an adverse affect on the resulting water surface elevation and the ability of the project to contain the 100-year flood event. 4.10.4 Closure pates at the South Boeing Bridge The superintendent shall inspect the closure gates annually to verify that all parts are still present and in working order. All tools, equipment, and parts 20051208000280.--: required to operate the gates shall be stored together, and shall be inventoried 1%6w' during each inspection. The Boeing Company has accepted responsibility for the South Boeing Bridge, as stated in the Renton -Boeing Agreement. See Appendix C. U 20051208000280.vi CAG-98-064 MODEL PROJECT COOPERATION AGREEMENT FOR SECTION 205 STRUCTURAL FLOOD' CONTROL PROJECTS PROJECT COOPERATION AGREEMENT BETWEEN THE DEPARTMENT OF THE ARMY AND THE CITY OF RENTON, WASHINGTON FOR CONSTRUCTION OF THE CEDAR RIVER FLOOD DAMAGE REDUCTION PROJECT THIS AGREEMENT is entered into this day of a. , 1998, by and between the DEPARTMENT OF THE ARMY (hereinafter the "Government"), represented by the U.S. Army Engineer for the Seattle District (hereinafter the "District Engineer") and the City of Renton, Washington, (hereinafter the "Non -Federal Sponsor) represented by the Mayor. WITNESSETH, THAT: WHEREAS, the Cedar River Flood Damage Reduction Project at Renton, Washington, (hereinafter the "Project") was approved for construction by CENWD-ET- P approval of 3 ft�q pursuant to the authority contained in Section 205 of the: Flood Control Act of 1948, as amended, 33 U.S.C. 701s; WHEREAS, the Government. and the Non -Federal Sponsor desire to enter into a Project Cooperation Agreement for construction of the Project, as defined in Article I.A. of this Agreement; WHEREAS,,Section 103 (a) of the Water Resources Development Act of 1986,' Public Law 99-662, as amended, specifies the cost -sharing requirements applicable to the Project; WHEREAS, under Section 205 of the Flood Control Act of 1948, as amended, the Government may expend up to $5,000,000 on a single flood control project; 20051208000280.6 , - WHEREAS, Section 221 of the Flood Control Act of 1970, Public Law 91-611, as amended, and Section 103 of the Water Resources Development Act of 1986, Public Law 99-662, as amended, provide that the Secretary of the Army shall not commence construction of any water resources project, or separable element thereof, until each non -Federal sponsor has entered into a written agreement to furnish its required cooperation for the project or separable element; WHEREAS, the Non -Federal Sponsor does not qualify for a reduction of the maximum Non -Federal cost share pursuant to the guidelines that implement Section 103(m) of the Water Resources Development Act of 1986, Public Law 99-662, as amended; WHEREAS, the Government and Non -Federal Sponsor have the full authority and capability to perform as hereinafter set forth and intend to cooperate in cost - sharing and financing of the construction of the Project in accordance with the terms of this Agreement. NOW, THEREFORE, the Government and the Non -Federal Sponsor agree as follows: ARTICLE I -- DEFINITIONS AND GENERAL PROVISIONS For purposes of this Agreement: A. The term "Project" shall mean construction of one and one -quarter miles of levees and floodwails along each bank of the Cedar River, Federal dredging of one and one -quarter miles off the river during initial construction to a depth of approximately four (4) feet, and construction of a spawing channel as generally described in the Cedar River, Renton, Washington, Flood Damage Reduction Study Detailed Project Report of January 14, 1998, approved by the Assistant Secretary of the Army (Civil Works) / Chief of Engineers on February 5, 1998. B. The term "total project costs" shall mean all costs incurred by the Non - Federal Sponsor and the Government in accordance with the terms of this Agreement directly related to construction of the Project. Subject to the provisions of this Agreement, the term shall include, but is not necessarily limited to: engineering and design costs during the preparation of contract plans and specifications; engineering and design costs during construction; the costs of investigations to identify the existence and extent of hazardous substances in accordance with Article XV.A. of this Agreement; costs of historic preservation activities in accordance with Article XVIII.A. of this Agreement; actual construction costs, including the costs of alteration, lowering, raising, or replacement and attendant removal of existing railroad bridges and approaches thereto; supervision and administration costs; costs of participation in the Project Coordination Team in accordance with Article V of this Agreement; costs of contract dispute settlements or awards; the value of lands, easements, rights -of - way, relocations, and suitable borrow and dredged or excavated material disposal areas for which the Government affords credit in accordance with Article IV of this Agreement; and costs of audit in accordance with Article X of this Agreement. The term does not include any costs for operation, maintenance, repair, replacement, or CED205TCA 3/12/98 7:34 AM 20051208000280.6-i rehabilitation; any costs due to betterments; or any costs of dispute resolution under Article VII of this Agreement. C. The term "financial obligation for construction" shall mean a financial obligation of the Government, other than an obligation pertaining to the provision of lands, easements, rights -of -way, relocations, and borrow and dredged or excavated material disposal areas, that results or would result in a cost that is or would be included in total project costs. D. The term "Non -Federal proportionate share" shall mean the ratio of the Non - Federal Sponsor's total cash contribution required in accordance with Articles II.D.1. and II.D.3. of this Agreement to total financial obligations for construction, as projected by the Government. E. The term "period of construction" shall mean the time from the date the Government first notifies the Non -Federal Sponsor in writing, in accordance with Article VLB. of this Agreement, of the scheduled date for issuance of the solicitation for the first construction contract to the date that the District Engineer notifies the Non -Federal Sponsor in writing of the Government's determination that construction of the Project is complete. F. The term "highway" shall mean any public highway, roadway, street, or way, including any bridge thereof. G. The term "relocation" shall mean providing a functionally equivalent facility to the owner of an existing utility, cemetery, highway or other public facility, or railroad (excluding existing railroad bridges and approaches thereto) when such action is authorized as between the Non -Federal Sponsor and the Facility owner in accordance with applicable legal principles of just compensation. Providing a functionally equivalent facility may take the form of alteration, lowering, raising, or replacement and attendant removal of the affected facility or part thereof. H. The term "fiscal year" shall mean one fiscal year of the Government. The Government fiscal year begins on October 1 and ends on September 30. I. The term "functional portion of the Project" shall mean a portion of the Project that is suitable for tender to the Non -Federal Sponsor to operate and maintain in advance of completion of the entire Project. For a portion of the Project to be suitable for tender, the District Engineer must notify the Non -Federal Sponsor in writing of the Government's determination that the portion of the Project is complete and can function independently and for a useful purpose, although the balance of the Project is not complete. J. The term "betterment' shall mean a change in the design and construction of an element of the Project resulting from the application of standards that the Government determines exceed those that the Government would otherwise apply for accomplishing the design and construction of that element. 3 CED205TCA 3/12/98 7:34 AM 20051208000280.-: ARTICLE II -- OBLIGATIONS OF THE GOVERNMENT AND THE NON-FEDERAL SPONSOR A. The Government, subject to the availability of funds and using those funds and funds provided by the Non -Federal Sponsor, shall expeditiously construct the Project (including alteration, lowering, raising, or replacement and attendant removal of existing railroad bridges and approaches thereto), applying those procedures usually applied to Federal projects, pursuant to Federal laws, regulations, and policies. 1. The Government shall afford the Non -Federal Sponsor the opportunity to review and comment on the solicitations for all contracts, including relevant plans and specifications, prior to the Government's issuance of such solicitations. The Government shall not issue the solicitation for the first construction contract until the Non -Federal Sponsor has confirmed in writing its willingness to proceed with the Project. To the extent possible, the Government shall afford the Non -Federal Sponsor the opportunity to review and comment on all contract modifications, including change orders, prior to the issuance to the contractor of a Notice to Proceed. In any instance where providing the Non -Federal Sponsor with notification of a contract modification or change order is not possible prior to issuance of the Notice to Proceed, the Government shall provide such notification in writing at the earliest date possible. To the extent possible, the Government also shall afford the Non -Federal Sponsor the opportunity to review and comment on all contract claims prior to resolution thereof. The Government shall consider in good faith the comments of the Non -Federal Sponsor, but the contents of solicitations, award of contracts, execution of contract modifications, issuance of change orders, resolution of contract claims, and performance of all work on the Project (whether the work is performed under contract or by Government personnel), shall be exclusively within the control of the Government. 2. Throughout the period of construction, the District Engineer shall furnish the Non -Federal Sponsor with a copy of the Government's Written Notice of Acceptance of Completed.Work for each contract for the Project. B.. The Non -Federal Sponsor may request the Government to accomplish betterments. Such requests shall be in writing and shall describe. the betterments requested to be accomplished. If the Government in its sole discretion elects to accomplish the requested betterments or any portion thereof, it shall so notify the Non -Federal Sponsor in a writing that sets forth any applicable terms and conditions, which must be consistent with this Agreement. In the event of conflict between such a writing and this Agreement, this Agreement shall control. The Non -Federal Sponsor shall be solely responsible for all costs due to the requested betterments and shall pay all such costs in..accordance with Article VI.C. of this Agreement. C. When the District Engineer determines that the entire Project is complete or that a portion of the Project has become a functional portion of the Project, the District Engineer shall so notify the Non -Federal Sponsor in writing and furnish the Non -Federal Sponsor with an Operation, Maintenance, Repair, Replacement, and Rehabilitation Manual (hereinafter the "OMRR&R Manual") and with copies of all of 4 CED205.PCA 3112/98 7:34 AM 20051208000280.3-' the Government's Written Notices of Acceptance of Completed Work for all contracts for the Project or the functional portion of the Project that have not been provided previously. Upon such notification, the Non -Federal Sponsor shall operate, maintain, repair, replace, and rehabilitate the entire Project or the functional portion of the Project in accordance with Article VIII of this Agreement: D. The Non -Federal Sponsor shall contribute a minimum of 35 percent, but not to exceed 50 percent, of total project costs in accordance with the provisions of this paragraph. 1. The Non -Federal Sponsor shall provide a cash contribution equal to 5 percent of total project costs in accordance with Article VI.B. of this Agreement. 2. In accordance with Article III of this Agreement, the Non -Federal Sponsor shall provide all Iands, easements, rights -of -way, and suitable borrow and dredged or excavated material disposal areas that the Government determines the Non -Federal Sponsor must provide for the construction, operation, and maintenance of the Project, and shall perform or ensure performance of all relocations that the Government determines to be necessary for the construction, operation, and maintenance of the Project. 3. If the Government projects that the value of the Non -Federal Sponsor's contributions under paragraphs'D.1. and D.2. of this Article and Articles V, X, and XV.A. of this Agreement will be less than 35 percent of total project costs, the Non - Federal Sponsor shall provide an additional cash contribution, in accordance with Article VI.B. of this Agreement, in the amount necessary to make the Non -Federal Sponsor's total contribution equal to 35 percent of total project costs. 4. If the Government determines that the value of the Non -Federal Sponsor's contributions provided under paragraphs D.2. and D.3. of this Article and Articles V, X, and XV.A. of this Agreement has exceeded 45 percent of total project costs, the Government, subject to the availability of funds, shall reimburse the Non - Federal Sponsor for any such value in excess of 45 percent of total project costs. After such a determinatidn, the Government, in its sole discretion, may provide any remaining Project lands, easements, rights -of -way, and suitable borrow and dredged or excavated material disposal areas and perform any remaining Project relocations on behalf of the Non -Federal Sponsor. E. The Non -Federal Sponsor may request the Government to provide lands, easements, rights -of -way, and suitable borrow and dredged or excavated material disposal areas or perform relocations on behalf of the Non -Federal Sponsor. Such requests shall be in writing and shall describe the services requested to be performed. If in its sole discretion the Government elects to perform the requested services or any portion thereof, it shall so notify the Non -Federal Sponsor in a writing that sets forth any applicable terms and conditions, which must be consistent with this Agreement. In the event of conflict between such a writing and this Agreement, this Agreement shall control. The Non -Federal Sponsor shall be solely responsible for all costs of the requested services and shall pay all such costs in accordance with Article VI.C. of this Agreement. Notwithstanding the provision of lands, easements, rights -of -way, and CED205TCA 3/12/98 7:34 AM 20051208000280.---- - suitable borrow and dredged or excavated material disposal areas or performance of relocations by the Government, the Non -Federal Sponsor shall be responsible, as between the Government and the Non -Federal Sponsor, for the costs of cleanup and response in accordance with Article XV.C. of this Agreement. F. The Government shall perform a final accounting in accordance with Article VI.D, of this Agreement to determine the contributions provided by the Non -Federal Sponsor in accordance with paragraphs B., D., and E. of this Article and Articles V, X, and XV.A. of this Agreement and to determine whether the Non -Federal Sponsor has met its obligations under paragraphs B,, D., and E. of this Article. G. The Non -Federal Sponsor shall not use Federal funds to meet the Non - Federal Sponsor's share of total project costs under this Agreement unless the Federal granting agency verifies in writing that the expenditure of such funds is expressly authorized by statute. H. In the exercise of their respective rights and obligations under this Agreement, the Non -Federal Sponsor and the Government agree to comply with all applicable Federal and State laws and regulations, including, but not limited to, Section 601 of the Civil Rights Act of 1964, Public Law 88-352 (42 U. S. C. 2000d), and Department of Defense Directive 5500.11 issued pursuant thereto, as well as Army Regulations 600-7, entitled "Nondiscrimination on the Basis of Handicap in Programs and Activities Assisted or Conducted by the Department of the Army, and Section 402 of the Water Resources Development Act of 1986, as amended (33 U. S. C. 701b-12), requiring non -Federal preparation and implementation of flood plain management plans. I. Not less than once each year the Non -Federal Sponsor shall inform affected interests of the extent of protection afforded by the Project. J. The Non -Federal Sponsor shall publicize flood plain information in the area concerned and shall provide this information to zoning and other regulatory agencies for their use in preventing unwise future development in the flood plain and in adopting such regulations as may be necessary to prevent unwise future development and to ensure compatibility with protection levels provided by the Project. K. The Non -Federal Sponsor shall ensure that the modification to the south Boeing Bridge described in paragraph 4.06 of the DPR is provided, operated, maintained, repaired, replaced, and rehabilitated at no Federal expense, in a manner compatible with the project's authorized purposes and in accordance with applicable Federal and State laws and regulations and any specific directions prescribed by the Federal Government. ARTICLE III -- LANDS, RELOCATIONS, DISPOSAL AREAS, AND PUBLIC LAW 91-646 COMPLIANCE A. The Government, after consultation with the Non -Federal Sponsor, shall determine the lands, easements, and rights -of -way required for the construction, operation, and maintenance of the Project, including those required for relocations, CED205.PCA 3/12/98 7:34 AM 20051208000280.01 borrow materials, and dredged or excavated material disposal. The Government in a timely manner shall provide the Non -Federal Sponsor with general written descriptions, including maps as appropriate, of the lands, easements, and rights -of - way that the Government determines the Non -Federal Sponsor must provide, in detail sufficient to enable the Non -Federal Sponsor to fulfill its obligations under this paragraph, and shall provide the Non -Federal Sponsor with a written notice to proceed with acquisition of such lands, easements, and rights -of -way. Prior to the end of the period of construction, the Non -Federal Sponsor shall acquire all lands, easements, and rights -of -way set forth in such. descriptions. Furthermore, prior to issuance of the solicitation for each Government construction contract, the Non - Federal Sponsor shall provide the Government with authorization for entry to all lands, easements, and rights -of -way the Government determines the Non -Federal Sponsor must provide for that contract. For so long as the Project remains authorized, the Non -Federal Sponsor shall ensure that lands, easements, and rights - of -way that the Government determines to be required for the operation and maintenance of the Project and that were provided by the Non -Federal Sponsor are retained in public ownership for uses compatible with the authorized purposes of the Project. B. The Government, after consultation with the Non -Federal Sponsor, shall determine the improvements required on lands, easements, and rights -of -way to enable the proper disposal of dredged or excavated material associated with the construction, operation, and maintenance of the Project. Such improvements may include, but are not necessarily limited to, retaining dikes, wasteweirs, bulkheads, embankments, monitoring features, stilling basins, and de -watering pumps and pipes. The Government in a timely manner shall provide the Non -Federal Sponsor with general written descriptions of such improvements in detail sufficient to enable the Non -Federal Sponsor to fulfill its obligations under this paragraph, and shall provide the Non -Federal Sponsor with a written notice to proceed'with construction of such improvements. Prior to the end of the period of construction, the Non -Federal Sponsor shall provide all improvements set forth in such descriptions. Furthermore, prior to issuance of the so4citation for each Government construction contract, the Non -Federal Sponsor shall prepare plans and specifications for all improvements the Government determines to be required for the proper disposal of dredged or excavated material under that contract, submit such plans and specifications to the Government ovide such improvements in accordance with the approved plans for approval, and pr and specifications. C. The Government, after consultation with the Non -Federal Sponsor, shall determine the relocations necessary for the construction, operation, and maintenance of the Project, including those necessary to enable the removal of borrow materials and the proper disposal of dredged or excavated material. The Government in a timely manner shall provide the Non -Federal Sponsor with general written descriptions, including maps as appropriate, of such relocations in detail sufficient to enable the Non -Federal Sponsor to fulfill its obligations under this paragraph, and shall provide the Non -Federal Sponsor with a written notice to proceed with such relocations. Prior to the end of the period of construction, the Non -Federal Sponsor shall perform or ensure the performance of all relocations as set forth in such descriptions. CED205.PCA 3/12/98 7:34 AM 20051208000280.--: Furthermore, prior to issuance of the solicitation for each Government construction contract, the Non -Federal Sponsor shall prepare or ensure the preparation of plans and specifications for, and perform or ensure the performance of, all relocations the Government determines to be necessary for that contract. D. The Non -Federal Sponsor in a timely manner shall provide the Government with such documents as are sufficient to enable the Government to determine the value of any contribution provided pursuant to paragraph A., B., or C. of this Article. Upon receipt of such documents the Government, in accordance with Article IV of this Agreement and in a timely manner, shall determine the value of such contribution, include such value in total project costs, and afford credit for such value toward the Non -Federal Sponsor's share of total project costs. E. The Non -Federal Sponsor shall comply with the applicable provisions of the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, Public Law 91-646, as amended by Title IV of the Surface Transportation and Uniform Relocation Assistance Act of 1987 (Public Law 100-17), and the Uniform Regulations contained in 49 C.F.R. Part 24, in acquiring lands, easements, and rights -of -way required for the construction, operation, and maintenance of the Project, including those necessary for relocations, borrow materials, and dredged or excavated material disposal, and shall inform all affected persons of applicable benefits, policies, and procedures in connection with said Act. ARTICLE IV -- CREDIT FOR VALUE OF LANDS, RELOCATIONS, AND DISPOSAL AREAS A. The Non -Federal Sponsor shall receive credit toward its share of total project costs for the value of the lands, easements, rights -of -way; and suitable borrow and dredged or excavated material disposal areas that the Non -Federal Sponsor must provide pursuant to Article III of this Agreement, and for the value of the relocations that the Non -Federal Sponsor must perform or for which it must ensure performance pursuant to Article III of this Agreement. However, the Non -Federal Sponsor shall not receive credit for the value.of any lands, easements, rights -of -way, relocations, or borrow and dredged or excavated material disposal areas that have been provided previously as an item of cooperation for another Federal project. The Non -Federal Sponsor also shall not receive credit for the value of lands, easements, rights -of -way, relocations, or borrow and dredged or excavated material disposal areas to the extent that such items are provided using Federal funds unless the Federal granting agency verifies in writing that such credit is expressly authorized by statute. B. For the sole purpose of affording credit in accordance with this Agreement, the value of lands, easements, and rights -of -way, including those necessary for relocations, borrow materials, and dredged or excavated material disposal, shall be CED205TCA 3/12/98 7:34 AM 20051208000280.E the fair market value of the. real property interests, plus certain incidental costs of acquiring those interests, as determined in accordance with the provisions of this paragraph. 1. Date of Valuation. The fair market value of lands, easements, or rights - of -way owned by the Non -Federal Sponsor on the effective date of this Agreement shall be the fair market value of such real property interests as of the date the Non - Federal Sponsor provides the Government with authorization for entry thereto. The fair market value of lands, easements, or rights -of -way acquired by the Non -Federal Sponsor after the effective date of this Agreement shall be the fair market value of such real property interests at the time the interests are acquired. 2. General Valuation Procedure. Except as provided in paragraph B.3. of this Article, the fair market value of lands, easements, or rights -of -way shall be determined in accordance with paragraph B.2.a. of this Article, unless thereafter a different amount is determined to represent fair market value in accordance with paragraph B.2.b. of this Article. a. The Non -Federal Sponsor shall obtain, for each real property interest, an appraisal that is prepared by a qualified appraiser who is acceptable to the Non - Federal Sponsor and the Government. The appraisal must be prepared in accordance with the applicable rules of just compensation, as specified by the Government. The fair market value shall be the amount set forth in the Non -Federal Sponsor's appraisal, if such appraisal is approved by the Government. In the event the Government does not approve the Non -Federal Sponsor's appraisal, the Non -Federal Sponsor may obtain a second appraisal, and the fair market value shall be the amount set forth in the Non -Federal Sponsor's second appraisal, if such appraisal is approved by the Government. In the event the Government does not approve the Non -Federal Sponsor's second appraisal, or the Non -Federal Sponsor chooses not to obtain a second appraisal, the Government shall obtain an appraisal, and the fair; market value shall be the amount set forth in the Government's appraisal, if such appraisal is approved by the Non -Federal Sponsor. In the event the Non -Federal Sponsor does not approve the Government's appraisal, the Government, after consultation with the NQn-Federal Sponsor, shall consider the Government's and the Non -Federal Sponsor's appraisals and determine an amount based thereon, which shall be deemed to be the fair market value. b. Where the amount paid or proposed to be paid by the Non -Federal Sponsor for the real property interest exceeds the amount determined pursuant to paragraph B.2.a. of this Article, the Government, at the request of the Non -Federal Sponsor, shall consider all factors relevant to determining fair market value and, in its sole discretion, after consultation with the Non -Federal Sponsor, may approve in writing an amount greater than the amount determined pursuant to paragraph B.2.a. of this Article, but not to exceed the amount actually paid or proposed to be paid. If the Government approves such an amount, the fair market value shall be the lesser of the'approved amount or the amount paid by the Non -Federal Sponsor, but no less than the amount determined pursuant to paragraph B.2.a. of this Article. CED20S.PCA 3/12/98 7:34 AM 20054-)nRnnn9Rn 3. Eminent Domain Valuation Procedure. For lands, easements, or rights - of -way acquired by eminent domain proceedings instituted after the effective date of this Agreement, the Non -Federal Sponsor shall, prior to instituting such proceedings, submit to the Government notification in writing of its intent to institute such proceedings and an appraisal of the specific real property interests to be acquired in such proceedings. The Government shall have 60 days after receipt of such a notice and appraisal within which to review the appraisal, if not previously approved by the Government in writing. a. If the Government previously has approved the appraisal in writing, or if the Government provides written approval of, or takes no,action on, the appraisal within such 60-day period, the Non -Federal Sponsor shall use the amount set forth in such appraisal as the estimate of just compensation for the purpose of instituting the eminent domain proceeding. b. If the Government provides written disapproval of the appraisal, including the reasons for disapproval, within such 60-day period, the Government and the Non -Federal Sponsor shall consult in good faith to promptly resolve the issues or areas of disagreement that are identified in the Government's written disapproval. If, after such good faith consultation, the Government and the Non - Federal Sponsor agree as to an appropriate amount, then the Non -Federal Sponsor shall use that amount as the estimate of just compensation for the purpose of instituting the eminent domain proceeding. If, after such good faith consultation, the Government and the Non -Federal Sponsor cannot agree as to an appropriate amount, then the Non -Federal Sponsor may use the amount set forth in its appraisal as the estimate of just compensation for the purpose of instituting the eminent domain proceeding. c. For lands, easements, or rights -of -way acquired by eminent domain proceedings instituted in accordance with sub -paragraph B.3. of this Article, fair market value shall be either the amount of the court award for the real property interests taken, to the extent the Government determined such interests are required for the construction, operation, and maintenance of the Project, or the amount of any stipulated settlement or portion thereof that the Government approves in writing. 4. Incidental Costs. For lands, easements, or rights -of -way acquired by the Non -Federal Sponsor within a five-year period preceding the effective date of this Agreement, or at any time after the effective date of this Agreement, the value of the interest shall include the documented incidental costs of acquiring the interest, as determined by the Government, subject to an audit in accordance with Article X,C. of this Agreement to determine reasonableness, allocability, and allowability of costs. Such incidental costs shall include, but not necessarily be limited to, closing and title costs, appraisal costs, survey costs, attorney's fees, plat maps, and mapping costs, as well as the actual amounts expended for payment of any Public Law 91-646 relocation assistance benefits provided in accordance with Article III.E. of this Agreement. C. After consultation with the Non -Federal Sponsor, the Government shall determine the value of relocations in accordance with the provisions of this paragraph. 10 CED205.PCA 3/12/98 7:34 AM 2005120800028nC„ 1. For a relocation other than a highway, the value shall be only that portion of relocation costs that the Government determines is necessary to provide a functionally equivalent facility, reduced by depreciation, as applicable, and by the salvage value of any removed items. 2. For a relocation of a highway, the value shall be only that portion of relocation costs that would be necessary to accomplish the relocation in accordance with the design standard that the State of Washington would apply under similar conditions of geography and traffic load, reduced by the salvage value of any removed items. 3. Relocation costs shall include, but not necessarily be limited to, actual costs of performing the relocation; planning, engineering and design costs; supervision and administration costs; and documented incidental costs associated with performance of the relocation, but shall not include any costs due to betterments, as determined by the Government, nor any additional cost of using new material when suitable used material is available. Relocation costs shall be subject to an audit in accordance with Article X.C. of this Agreement to determine reasonableness, allocability, and allowability of costs. D. The value of the improvements made to lands, easements, and -rights -of -way for the proper disposal of dredged or excavated material shall be the costs of the improvements, as determined by the Government, subject to an audit in accordance with Article X.C. of this Agreement to determine reasonableness, allocability, and allowability of costs. Such costs shall include, but not necessarily be limited to, actual costs of providing the improvements; planning, engineering and design costs; supervision and administration costs; and documented incidental costs associated with providing the improvements, but shall not include any costs due to betterments, as determined by the Government. ARTICLE V -- PROJECT COORDINATION TEAM A. To provide for consistent and effective communication, the Non -Federal Sponsor and the Government, not later than 30 days after the effective date of this Agreement, shall appoint named senior representatives to a Project Coordination Team. Thereafter, the Project Coordination Team shall meet regularly until the end of the period of construction. The Government's Project Manager and a counterpart named by the Non -Federal Sponsor shall co-chair the Project Coordination Team. B. The Government's Project Manager and the Non -Federal Sponsor's counterpart shall keep the Project Coordination Team informed of the progress of construction and of significant pending issues and actions, and shall seek the views of the Project Coordination Team.on matters that the Project Coordination Team generally oversees. C. Until the end of the period of construction, the Project Coordination Team shall generally oversee the Project, including issues related to design; plans and specifications; scheduling; real property and relocation requirements; real property acquisition; contract awards and modifications; contract costs; the Government's cost 11 CED20SYCA 3/12/98 7:34 AM 200512ngnnn9gn projections; final inspection of the entire Project or functional portions of the Project; preparation of the proposed OMRR&R Manual; anticipated requirements and needed capabilities for performance of operation, maintenance, repair, replacement, and rehabilitation of the Project; and other related matters. D. The Project Coordination Team may make recommendations that it deems warranted to the District Engineer on matters that the Project Coordination Team generally oversees, including suggestions to avoid potential sources of dispute. The Government in good faith shall consider the recommendations of the Project Coordination Team. The Government, having the legal authority and responsibility for construction of the Project, has the discretion to accept, reject, or modify the Project Coordination Team's recommendations. E. The costs of participation in the Project Coordination Team shall be included in total project costs and cost shared in accordance with the provisions of this Agreement.. ARTICLE VI -- METHOD OF PAYMENT A. The Government shall maintain current records of contributions provided by the parties and current projections of total project costs and costs due to betterments. At least quarterly, the Government shall provide the Non -Federal Sponsor with a report setting forth all contributions provided to date and the current projections of total project costs, of total costs due to betterments, ofthe components.of total project costs, of each party's share of total project costs, of the Non -Federal Sponsor's total cash contributions required in accordance with Articles II.B., II.D., and II.E. of this Agreement, and of the non -Federal proportionate share. On the effective date of this Agreement, total project costs are projected to be $6,648,000, and the Non -Federal Sponsor's cash contribution required under Article H.D. of this Agreement is projected to be $2,327,000. Such amounts are estimates subject to adjustment by the Government and are not to be construed as the total financial responsibilities of the Government and the Non -Federal Sponsor. B. The Non -Federal Sponsor shall provide the cash contribution required under Articles II.D.1. and R.D.3: of this Agreement in accordance with the following provisions: Not less than 30 calendar days prior to the scheduled date for issuance of the solicitation for the first construction contract, the Government shall notify the Non -Federal Sponsor in writing of such scheduled date and the funds the Government determines to be required from the Non -Federal Sponsor to meet its projected cash contribution under Articles II.D.1. and II.D.3. of this Agreement. Not later than such scheduled date, the Non -Federal Sponsor shall provide the Government with the full amount of the required funds by delivering a check payable to "FAO, USAED, Portland (Seattle)" to the District Engineer. The Government shall draw from the funds provided by the Non -Federal Sponsor such sums as the Government deems necessary to cover: (a) the non -Federal proportionate share of financial obligations for construction incurred prior to the commencement of the period of construction; and (b) the non -Federal proportionate share of financial obligations for construction as they are incurred during the period of construction. In the event the Government determines that the Non -Federal Sponsor must provide 12 CED205.PCA 3/12/98 7:34 AM 20051 2080on2Rn additional funds to meet the Non -Federal Sponsor's cash contribution, the Government shall notify the Non -Federal Sponsor in writing of the additional funds required. Within 60 calendar days thereafter, the Non -Federal Sponsor shall provide the Government with a check for the full amount of the additional required funds. C. In advance of the Government incurring any financial obligation associated with additional work under Article II.B. or II.E. of this Agreement, the.Non-Federal Sponsor shall provide the Government with the full amount of the funds required to pay for such additional work by delivering a check payable to "FAO, USAED, Portland (Seattle)" to the District Engineer. The Government shall draw from the funds provided by the Non -Federal Sponsor such sums as the Government deems necessary to cover the Government's financial obligations for such additional work as they are incurred. In the event the Government determines that the Non -Federal Sponsor must provide additional funds to meet its cash contribution, the Government shall notify the Non -Federal Sponsor in writing of the additional funds required. Within 30 calendar days thereafter, the Non -Federal Sponsor shall provide the Government with a check for the full amount of the additional required funds. D. Upon completion of the Project or termination of this Agreement, and upon resolution of all relevant claims and appeals, the Government shall conduct a final accounting and furnish the Non -Federal Sponsor with the results of the final accounting. The final accounting shall determine total project costs, each party's contribution provided thereto, and each party's required share thereof. The final accounting also shall determine costs due to betterments and the Non -Federal Sponsor's cash contribution provided pursuant to Article H.B. of this Agreement. 1. In the event the final accounting shows that the total contribution provided by the Non -Federal Sponsor is less than its required share of total project costs plus costs due to any betterments provided in accordance with Article II.B. of this Agreement, the Non -Federal Sponsor shall, no later than 90 calendar days after receipt of written notice, make a cash payment to the Government of whatever sum is required to meet the. Non -Federal Sponsor's required share of total project costs plus costs due to any betterments provided in accordance with Article II.B. of this Agreement. 2. In the event the final accounting shows that the total contribution provided by the Non -Federal Sponsor exceeds its required share of total project costs plus costs due to any betterments provided in accordance with Article II.B. of this Agreement, the Government shall, subject to the availability of funds, refund the excess to the Non -Federal Sponsor no later than 90 calendar days after the final accounting is complete; however, the Non -Federal Sponsor shall not be entitled to any refund of the 5 percent cash contribution required pursuant to Article II.D.1. of this Agreement. In the event existing funds are not available to refund the excess to the Non -Federal Sponsor, the Government shall seek such appropriations as are necessary to make the refund. 13 CED20SYCA 3/12/98 7:34 AM 20051208000280.:;= ARTICLE VII -- DISPUTE RESOLUTION As a condition precedent to a party bringing any suit for breach of this Agreement, that party must first notify the other party in writing of the nature of the purported breach and seek in good faith to resolve the dispute through negotiation. If the parties cannot resolve the dispute through negotiation, they may agree to a mutually acceptable method of non -binding alternative dispute resolution with a qualified third party acceptable to both parties. The parties shall each pay 50 percent of any costs for the services provided by such a third party as such costs are incurred. The existence of a dispute shall not excuse the parties from performance pursuant to this Agreement. ARTICLE VIII -- OPERATION, MAINTENANCE, REPAIR, REPLACEMENT, AND REHABILITATION (OMRR&R) A. Upon notification in accordance with Article II.C. of this Agreement and for so long as the Project remains authorized, the Non -Federal Sponsor shall operate, maintain, repair, replace, and rehabilitate the entire Project or the functional portion of the Project, at no cost to the Government, in a manner compatible with the Project's authorized purposes and in accordance with applicable Federal and State Iaws as provided in Article XI of this Agreement and specific directions prescribed by the Government in the OMRR&R Manual and any subsequent amendments thereto. B. The Non -Federal Sponsor hereby gives the Government a right to enter, at reasonable times and in a reasonable manner, upon property that the Non -Federal Sponsor owns or controls for access to the Project for the purpose of inspection and, if necessary, for the purpose of completing, operating, maintaining, repairing, replacing, or rehabilitating the Project.. If an inspection shows that the Non -Federal Sponsor for any reason is failing to perform its obligations under this Agreement, the Government shall send a written notice describing the non-performance to the Non -Federal Sponsor. If, after 30 calendar days from receipt of notice, the Non -Federal Sponsor continues to fail to perform, then the Government shall have the right to enter, at reasonable times and in,a reasonable manner, upon property that the Non -Federal Sponsor owns or controls for access to the Project for the purpose of completing, operating, maintaining, repairing, replacing, or rehabilitating the Project. No completion, operation, maintenance, repair, replacement, or rehabilitation by the Government shall operate to relieve the Non -Federal Sponsor of responsibility to meet the Non -Federal Sponsor's obligations as set forth in this Agreement, or to preclude the Government from pursuing any other remedy at law or equity to ensure faithful performance pursuant to this Agreement. ARTICLE IX -- INDEMNIFICATION The Non -Federal Sponsor shall hold and save the Government free from all damages arising from the construction, operation, maintenance, repair, replacement, and rehabilitation of the Project and any Project -related betterments, except for damages due to the fault or negligence of the Government or its contractors. 14 CED20S.PCA 3/12/98 7:34 AM 2005120800WRn f: ARTICLE X -- MAINTENANCE OF RECORDS AND AUDIT A. Not later than 60 calendar days after the effective date of this Agreement, the Government and the Non -Federal Sponsor shall develop procedures for keeping books, records, documents, and other evidence pertaining to costs and expenses incurred pursuant to this Agreement. These procedures shall incorporate, and apply as appropriate, the standards for financial management systems set forth in the Uniform Administrative Requirements for Grants and Cooperative Agreements to State and Local Governments at 32 C.F.R. Section 33.20. The Government and the Non - Federal Sponsor shall maintain such books, records, documents, and other evidence in accordance with these procedures and for a minimum of three years after the period of construction and resolution of all relevant claims arising therefrom. To the extent permitted under applicable Federal laws and regulations, the Government and the Non -Federal Sponsor shall each allow the other to inspect such books, documents, records, and other evidence. B. Pursuant to 32 C.F.R. Section 33.26, the Non -Federal. Sponsor is responsible for complying with the Single Audit Act of 1984, 31 U.S.C. Sections 7501-7507, as implemented by Office of Management and Budget (OMB) Circular No. A-133 and Department of Defense Directive 7600.10. Upon request of the Non -Federal Sponsor and to the extent permitted under applicable Federal laws and regulations, the Government shall provide to the Non -Federal Sponsor and independent auditors any information necessary to enable an audit of the Nan -Federal Sponsor's activities under this Agreement. The costs of any non -Federal audits performed in accordance with this paragraph shall be allocated in accordance with the provisions of OMB Circulars A-87 and A-133, and such costs as are allocated to the Project shall be included in total project costs and cost shared in accordance with the provisions of this Agreement. C. in accordance with 31 U.S.C. Section 7503, the Government may conduct audits in addition to any audit that the Non -Federal Sponsor is required to conduct under the Single Audit Act. Any such Government audits shall be conducted in accordance with Government Auditing Standards -and the cost principles in OMB Circular No. A-87 and other applicable cost principles and regulations. The costs of Government audits performed in accordance with this paragraph shall be included in total project costs and cost shared in accordance with the provisions of this agreement. ARTICLE XI -- FEDERAL AND STATE LAWS In the exercise of their respective rights and obligations under this Agreement, the Non -Federal Sponsor and the Government agree to comply with all applicable Federal and State laws and regulations, including, but not limited to, Section 601 of the Civil Rights Act of 1964, Public Law 88-352 (42 U.S.C. 2000d), and Department of Defense Directive 5500.11 issued pursuant thereto, as well as Army Regulations 600- 7, entitled "Nondiscrimination on the Basis of Handicap in Programs and Activities Assisted or Conducted by the Department of the Army". 15 CED205TCA 3/12198 7:34 AM 200512nRnnn92n --- ARTICLE XII -- RELATIONSIIIP OF PARTIES A. In the exercise of their respective rights and obligations under this Agreement, the Government and the Non -Federal Sponsor each act in an independent capacity, and neither is to be considered the officer, agent, or employee of the other. B. In the exercise of its rights and obligations under this Agreement, neither party shall provide, without the consent of the other party, any contractor with a release that waives or purports to waive any rights such other party may have to seek relief or redress against such contractor either pursuant to any cause of action that such other party may have or for violation of any law. ARTICLE XIII -- OFFICIALS NOT TO BENEFIT No member of or delegate to the Congress, nor any resident commissioner, shall be admitted to any share or part of this Agreement, or to any benefit that may arise therefrom. ARTICLE XIV -- TERMIINATION OR SUSPENSION A. If at any time the Non -Federal Sponsor fails to fulfill its obligations under Article II.B., ILD., ILE., VI, or XVIII.C. of this Agreement, the Government shall. terminate this Agreement or suspend future performance under this Agreement unless the Assistant Secretary of the Army (Civil Works) determines that continuation of work on the Project is in the interest of the United States or is necessary in order to satisfy agreements with any other non -Federal interests in connection with the Project. B. If the Government fails to receive annual appropriations in amounts sufficient to meet Project expenditures for the then -current or upcoming fiscal year, the Government shall so notify the Non -Federal Sponsor in writing, and 60 calendar days thereafter either party may elect without penalty to terminate this Agreement or to suspend future perforhiance under this Agreement. In the event that either party elects to suspend future performance under this Agreement pursuant to this paragraph, such suspension shall remain in effect until such time as the Government receives sufficient appropriations or until either the Government or the Non -Federal Sponsor elects to terminate this Agreement. C. In the event that either party elects to terminate this Agreement pursuant to this Article or Article XV of this Agreement, both parties shall conclude their activities relating to the Project and proceed to a final accounting in accordance with Article VI.D. of this Agreement. D. Any termination of this Agreement or suspension of future performance under this Agreement in accordance with this Article or Article XV of this Agreement shall not relieve the parties of liability for any obligation previously incurred. Any delinquent payment shall be charged interest at a rate, to be determined by the 16 CED205TCA 3/12/98 7:34 AM 20051 20800MR) un, Secretary of the Treasury, equal to 150 per centum of the average bond equivalent rate of the 13-week Treasury bills auctioned immediately prior to the date on which such payment became delinquent, or auctioned immediately prior to the beginning of each additional 3-month period if the period of delinquency exceeds 3 months. ARTICLE XV -- HAZARDOUS SUBSTANCES A. After execution of this Agreement and upon direction by the District Engineer, the Non -Federal Sponsor shall perform, or cause to be performed, any investigations for hazardous substances that the Government or the Non -Federal Sponsor determines to be necessary to identify the existence and extent of any hazardous substances regulated under the Comprehensive Environmental Response, Compensation, and Liability Act (hereinafter "CERCLA"), 42 U.S.C. Sections 9601- 9675, that may exist in, on, or under lands, easements, and rights -of -way that the Government determines, pursuant to Article III of this Agreement, to be required for the construction, operation, and maintenance of the Project. However, for lands that the Government determines to be subject to the navigation servitude, only the Government shall perform such investigations unless the District Engineer provides* the Non -Federal Sponsor with prior specific written direction, in which case the Non - Federal Sponsor shall perform such investigations in accordance with such written direction. All actual costs incurred by the Non -Federal Sponsor for such investigations for hazardous substances shall be included in total project costs and cost shared in accordance with the provisions of this Agreement, subject to an audit in accordance with Article X.C. of this Agreement to determine reasonableness, allocability, and allowability of costs. B. In the event it is discovered through any investigation for hazardous substances or other means that hazardous substances regulated under CERCLA exist in, on, or under any lands, easements, or rights -of -way that the Government determines, pursuant to Article III of this Agreement, to be required for the construction, operation, and maintenance of the Project, the Non -Federal Sponsor and the Government shall provide prompt written notice to each other, and the Non - Federal Sponsor shall not proceed with the acquisition of the real property interests until both parties agree that the Non -Federal Sponsor should proceed. C. The Government and the Non -Federal Sponsor shall determine whether to initiate construction of the Project, or, if already in construction, whether to continue with work on the Project, suspend future performance under this Agreement, or terminate this Agreement for the convenience of the Government, in any case where hazardous substances regulated under CERCLA are found to exist in, on, or under any lands, easements, or rights -of -way that the Government determines, pursuant to Article III of this Agreement, to be required for the construction, operation, and maintenance of the Project. Should the Government and the Non -Federal Sponsor determine to initiate or continue with construction after considering any liability that may arise under CERCLA, the Non -Federal Sponsor shall be responsible, as between the Government and the Non -Federal Sponsor, for the costs of clean-up and response, to include the costs of any studies and investigations necessary to determine an appropriate response to the contamination. Such costs shall not be considered a part of total project costs. In the event the Non -Federal Sponsor fails to provide any funds 17 CED205.PCA 3/12/98 7:34 AM 2005120snnn9Rn necessary to pay for clean up and response costs or to otherwise discharge the Non - Federal Sponsor's responsibilities under this paragraph upon direction by the Government, the Government may, in its sole discretion, either terminate this Agreement for the convenience of the Government, suspend future performance under this Agreement, or continue work on the Project. D. The Non -Federal Sponsor and the Government shall consult with each other in accordance with Article V of this Agreement in an effort to ensure that responsible parties bear any necessary clean up and response costs as defined in CERCLA. Any decision made pursuant to paragraph C. of this Article shall not relieve any third party from any liability that may arise under CERCLA. E. As between the Government and the Non -Federal Sponsor, the Non -Federal Sponsor shall be considered the operator of the Project for purposes of CERCLA liability. To the maximum extent practicable, the Non -Federal Sponsor shall operate, maintain, repair, replace, and rehabilitate the Project in a manner that will not cause liability to arise under CERCLA. ARTICLE XVI -- NOTICES A. Any notice, request, demand, or other communication required or permitted to be given under this Agreement shall be deemed to have been duly given if in writing and either delivered personally or by telegram or mailed by first-class, registered, or certified mail, as follows: If to the Non -Federal Sponsor: Mayor, City of Renton 200 Mill Street Renton, Washington 98055 If to the Government: District Engineer U.S. Army, Engineer District P. O. Box 3755 Seattle, Washington 98124-3755 B. A party may change the address to which such communications are to be directed by giving written notice to the other party in the manner provided in this Article. 18 CED205TCA 3/12/98 7:34 AM 2005120800WRn C. Any notice, request, demand, or other communication made pursuant to this Article shall be deemed to have been received by the addressee at the earlier of such time as it is actually received or seven calendar days after it is mailed. ARTICLE XVII -- CONFIDENTIALITY To the extent permitted by the laws governing each party, the parties agree to maintain the confidentiality of exchanged information when requested to do so by the providing party. ARTICLE XV13I -- HISTORIC PRESERVATION A. The costs of identification, survey and evaluation of historic properties shall be included in total project costs and cost shared in accordance with the provisions of this Agreement. B. As specified in Section 7(a) of Public Law 93-291 (16 U.S.C. Section 469c(a)), the costs of mitigation and data recovery activities associated with historic preservation shall be borne entirely by the Government and shall not be included in total project costs, up to the statutory limit of one percent of the total amount the Government is authorized to expend for the Project. C. The Government shall not incur costs for mitigation and data recovery that exceed the statutory one percent limit specified in paragraph B. of this Article unless and until the Assistant Secretary of the Army (Civil Works) has waived that limit in accordance with Section 208(3) of Public Law 96-5.15 (I6 U.S.C. Section 469c-2(3)). Any costs of mitigation and data recovery that exceed the one percent limit shall not be included in total -project costs but shall be cost shared between the Non -Federal Sponsor and the Government consistent with the minimum non -Federal cost sharing requirements for the underlying flood control purpose, as follows: 35 percent borne by the Non -Federal Sponsor, and 65 percent borne by the Government. ARTICLE XIX -- LIMTATION ON GOVERNMENT EXPENDITURES In accordance with Section 205 of the Flood Control Act of 1948, as amended, the Government's financial participation in the Project is limited to $5,000,000 which shall include all Federal funds expended by the Government for planning, design, and implementation of the project except for coordination account funds expended prior to the first work allowance for study initiation. Notwithstanding any other provision of this Agreement, the Non -Federal Sponsor shall be responsible for all costs in excess of this amount. 19 CED205TCA 3/12/98 7:34 AM 200519nRnnn9Rn.== IN WITNESS WHEREOF, the parties hereto have executed this Agreement, which shall become effective upon the date it is signed by the District Engineer. THE DEPARTMENT OF THE ARMY BY: MES M. RIGSBY lonel, Corps of Engineers Seattle District Engineer DATE: I i v CED205.PCA 3/12/98 7:34 AM THE CITY OF RENTON, WASHINGTON BY: Q ESSE TANNER Mayor DATE: 20 20051208000280.1--: CERTIFICATE OF AUTHORITY I, LAWRENCE J. WARREN, do hereby certify that I am the principal legal officer -of the City of Renton, Washington, that the City of Renton is a legally constituted public body with full authority and legal capability to perform the terms of the Agreement between the Department of the Army and the City of Renton, Washington, in connection with the Cedar River, Renton, Washington Flood Damage Reduction Project, and to pay damages in accordance with the terms of this Agreement, if necessary, in the event of the failure to perform, as required by Section 221 of Public Law 91-9'11 (42 U.S.C. Section 1962d-5b), and that the persons who have executed this Agreement on behalf of the City of Renton have acted within their statutory authority. IN WITNESS WHEREOF, I have made and executed this certification this �.le. day of 1998. B4 Y: LAWRENCE J. WARREN Renton City Attorney OT CED205.PCA 3/12/98 7:34 AM 20051'MRnnn?Rn_. CERTIFICATION REGARDING LOBBYING The undersigned certifies, to the best of his or her knowledge and belief that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement: (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. (3) The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 22 CED205TCA 3/12198 7:34 AM CITY OF RENTON, WASHINGTON BY: ;SE TANNER Mayor DATE: G Y DU U , U LAKg WASHINGTON SHORE LANDS IN FRONT OF THE RENTON MUNICIPAL AIRPORT AND THE NORTHWEST 114 OF THE NORTHEAST 114 OF ' DNR:sLEASE•••I'1VO. 22-090012 SECTION 07, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON { uoµlBELOA1 W iM'AaCFIt11O7Y Of R....... .•.,.,- it ¢71r NR .�•'u� I NAYS \ `aLw2OW�AM .....•. R 1 :'_SD676,5A •SECINW IAE LJRI.Ji. CiPI`-..., l64 Ata S " 'LAKE WASH/NGTON / .cc. Lr Spy •• YavWLNr LV. CISEv',JI I 1 I OO N -� T {'-BOX A` ' si•' ': Braar'c �` � t, I L:1".40' LIMA,*VeI,s�.sr—J/ saasY�Tsn ' Salk.6k" rAlL ! NOI plC AMOI r1YAND J BRASS COW AT iLEL i`i 1. ,,t• I STALE ALDMOM a J' BMas psN//PP11.LWNt71vt p NON. N cAQ 61 TN W/i'IA/Q/-SCr'1W/ YFAL&-_•. 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Mel � 1--l•WIdD.'LDILNri liai n1[ 601ArOARIr's AIAK 0[D/ WYPf72D iRON DDsMG WMR NAWOR : �'Ar Ayl $M4 F TAN /w[ wlw�' • " YWWDIIS AND r ID wA4/ PQN SrAW CVt*D X.% MORT1 SAVE NAD ,9WE AOOO6a'ACIY a!(el) ON AL TEV SMWN NLrAAAOrrs ,NLNUA/FN7 COORA'NA)E US7 ,T" ..• ...- I CTY or RENRw WOWL1ENr 57 - N IM452M E )J0 MUM •�r _ _ a ALL rwNARr NLlslw l r Lu—.gNr wxX NAK' emv OCYYARLD 7D AA OTr Cr RO7 My YaNUNLNr 77 - N 166K1iB E 130166S11 „ ' A01 MV AGYNtr A NAMNAL 60"M 90CAlB W Sl4LIE Wn mC OTY ar REMW NONAITNT 1542 - N IMI6684 E f2MR..LAI ..... WN Yc; NL-1/4, SEC. 7, IMP 23 Il;7'RL{:81C WA I PAlr LwE KAR. I REC DER'S CERTIFICATE "� _ SURVEYOR'S CE{2TIFICA TE I o� D w w m e ur ry ... lA a ...r meii e I \ DUANE RAMAN x ASSOCIATES, INC. il.i IW-�..•��-r.I�— �� RECORD OF SURVEY 1 y ..y,kY....1 Y W: smcv pEmrmwc Act el L:1` 1 —•J —Surveyors —' /2:39 IL. M wUyrisl ...�.». aI »a �l2Lwa. ,.y,:.l of r Li Ls50aA1FS:�dIG:" '\ 1[tli 60(OWIIL-LSSnWlO Mow 1-161 (AD) w.ua FOR .• .00e.Nut 6uvwAaN1 sort lu IADs) NN-A6T Rmana ••-'j D D F D 9 ft g4(�DD 3 eL u...w..1 M:`ioDi. WANE NAIIINAN N Assowrzs, u1G .. I Drown TLM Dole 02/09/06 !oh No. 05-728 CITY OF RENTON o+u Lao " I 4moir v r� SEM D. 0' PIS'. Ch-ked SDO D5-72RROS.DWC Sheet I of I W' Lsrnmurz ND. 3890 I I 20070419001710.:.-- Return Address: 'Prod$ojd Kina Ctikn+v DI'Me wllz tot 5 Uaexson, 5 +aai, WA 9kto4-'�85� Please Tint or type information WASHINGT i 20NG 070419001710 ppGE001 OF 014 IgOUTAKNGCNY,W 1 STATE RECORDER'S Cover Sheet (RCW 65.04) P Document Title(s) (or transactions contained therein): (all areas applicable to your document must be. filled in) 1. _2. 3. `. Reference Number(s) of Documents assigned or released: Additional reference #'s on page of document Grantor(s) (Last name, first name, initials) I. -(fie- Cil,! of Rt?rrl�x+ 2. ' Additional names on page of document. Grantee(s) (Last name first, then first name and initials) I. �it�Calan' 2. ' Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range) A irac.1 of land Sdt,.a+RA in SeeAch '+, 'i0wna6R 23 PlQ--. 2n v,r_.. L ` ' 5 Fas , M' in 1<.n wn V�%0,9. 'VI Additiona legal is on page �� of document. Assessor's Property Tax Parcel/Account Number ❑ Assessor Tax # not yet assigned 07 2305 - 909(P - 07 . . The Auditor/Recorder will rely on the information provided on fhe form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. I am requesting an emergency nonstandard recording for an additional fee as provided in RCW 36.18.010. I understand that the recording processing requirements may cover up or otherwise obscure some part of the text of the original document. _Signature of Requesting Party i SETAX?,,QTHEQUIRD 15, con �rdsmi�n Eon Dz-. r 2007041900171n_ After recording return document to: Wastewater Treatment Division Department of Natural Resources and Parks King County 201 S. Jackson Street, Suite 503 Seattle, WA 98104-3855 Document Title: Utility Easement Grantors: The City of Renton Grantees: King County A tract of land situated in Section 7 Township 23 North Range 5 East W M. in King County, Washington Abbreviated Legal Description Additional Legal Descriptions on Page(s): 4 — 23 of Document Assessor's Tax/Parcel Number(s): 072305- 9096-07 UTILITY EASEMENT The undersigned Grantor(s), THE CITY OF RENTON, A WASHINGTON MUNICIPAL CORPORATION, their heirs, successors and assigns (hereinafter together referred to as "Grantor(s)'), for and in consideration of the sum of TEN AND /100 Dollars ($10.00) and other valuable considerations, which has been provided by the King County Water Quality Fund, the receipt of which is hereby acknowledged, hereby convey and grant to KING COUNTY, a political subdivision of the State of Washington, its successors and assigns (hereinafter together referred to as "COUNTY"), a permanent easement over, across, along, in, upon, and under the following described property: SEE EXHIBITS "A", "A.1 ", "A.211, "A.317, "A.4", "A.5" (Legal Descriptions= Permanent & Temporary Easements) and EXHIBIT "B" (description of "as -built", City of Renton approved and permitted project drawings, dated December 2000) ATTAC118D HERETO AND INCORPORATED HEREIN BY REFERENCE Said easement being for the purpose of installing, constructing, re -constructing, operating, maintaining, removing, repairing, replacing and using a sewer interceptor with all connections, manholes and appurtenances thereto, together with the right of ingress to and egress from said described property for the foregoing purposes. Said easement to commence on March 17, 1998, the date of that certain temporary construction easement between the Parties. 20070419001710_°° The Grantor(s) hereby and the COUNTY, by accepting and recording this easement, mutually covenant and agree as follows: 1. COUNTY shall, upon completion of any construction of any facilities described herein, remove all debris and restore the surface of the above described property as nearly as possible to the condition in which it existed at the date of this agreement. 2. COUNTY shall, if the above described property is disturbed by the maintenance, re- constructing, operating, removal, repair or replacement of the facilities specified herein, restore the surface of the above described property as nearly as possible to the condition in which it existed at the commencement of said maintenance, removal, repair or replacement. 3. COUNTY shall protect and save harmless Grantor(s) from any and all claims, demands, loss, damage, expense and liability of every kind and description including personal injury and for any damage to or loss or destruction of property whatsoever suffered by Grantor(s), their heirs successors and assigns, or by any persons, firms or corporations, because of the construction and/or maintenance of said facilities. 4. All right, title, and interest that may be used and enjoyed without interfering with the easement rights herein conveyed are reserved to the Grantor(s). Except as otherwise provided herein the construction, installation or maintenance of any structures, whether temporary or permanent, shall be absolutely prohibited within the above described permanent easement area and shall be deemed an unreasonable interference with the COUNTY'S easement rights unless specifically approved in writing by the COUNTY which approval shall not be unreasonably withheld. Moreover, as to such unapproved structure s the provisions of Paragraph 1, 2, 3, and 4 shall not apply. 5. Payment for the permanent and temporary easements shall be in accordance with that certain letter of agreement dated May 15, 2003, by and between the Parties. . DATED this A IM day of� 2003 City of Renton -may By: Jesse ner, Mayor Kinj M. s Dated: �' �Y- a10 03 ATTEST: Y1�1�1,(�G lit/G2 Bonnie 1. Walton, City Clerk Dated: /. ' ! �, —6- 20070419001710.== STATE OF WASHINGTON } r, } ss COUNTY OFK N Ct'� } I certify that I know or have satisfactory evidence thatAU e7`__e- signed this instrument, on oath stated that */she/thy) was/vA*&) authorized to execute the instrument and acknowledged it as the w 1golva cr of �N u.Q} efc7�L bjv %,b;j (ski to be the ree and voluntary act of such party for the uses and purposes mentioned in the instrument Dated J�� P'n do Signature of Notary Public Title:"�Pd,�4 My appointment expires: 2� ?coL STATE OF WASHiNGTON } ) ss COUNTY OF KING } I certify that I know or have satisfactory evidence that Jesse Tanner signed this instrument, on oath stated that 0lie/ he/they) was were) authorized to execute the instrument and acknowledged it as the Mayor of the City of Renton, WA to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated ? Suzann D. Lombard P(\riiin'ted name (\�\ (seal or stamp) Sig ture of Notary Public Title: Notary. My appointment expires: 9 / 9 / 05 2007041900.171 Exhibit "A" BRYN MAWR SYSTEM IMPROVEMENTS PERMANENT EASEMENT CITY OF RENTON - CEDAR RIVER TRAIL PARK PERMANENT EASEMENT ALL BEARINGS ARE REFERENCED TO THE GRID MERIDIAN OF THE WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD 83(91). A STRIP OF LAND, FIFTEEN FEET (15') IN WIDTH, IN SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING .COUNTY, WASHINGTON, THE CENTERLINE OF SAID STRIP DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH MARGIN OF NORTH 6TH STREET WITH THE EAST LINE OF THOSE LANDS ABUTTING THE CEDAR RIVER RECEIVED BY THE CITY OF RENTON ON DISSOLUTION OF COMMERCIAL WATERWAY DISTRICT NO. 2 UNDER A DECREE OF DISSOLUTION DATED JULY 3, 1956, KING COUNTY SUPERIOR COURT CAUSE NO. 494024, IN SAID SECTION 7; THENCE SOUTH 121 47' 42" EAST ALONG SAID EAST LINE 23.38 FEET TO A POINT DESCRIBED AS THE TRUE POINT OF BEGINNING OF PARCEL A, BEING THE POINT OF BEGINNING OF THE CENTERLINE OF A TEN FOOT WIDE EASEMENT GRANTED TO THE MUNICIPALITY OF METROPOLITAN SEATTLE IN DOCUMENT RECORDED UNDER KING COUNTY RECORDING NO. 5514905; THENCE ALONG SAID RECORDED EASEMENT CENTERLINE ON THE FOLLOWING COURSES AND DISTANCES; NORTH 89' 34' 11" WEST 45.35 FEET; THENCE NORTH . 070 08' 30" WEST 250.00 FEET; THENCE NORTH O1° 35' 13" EAST 400.00 FEET; THENCE NORTH 120 29' 24" WEST 489.72 FEET; THENCE NORTH 12° 56' 36" WEST 1314.62 FEET; THENCE, LEAVING SAID RECORDED EASEMENT CENTERLINE SOUTH 770 03' 24" WEST 0.41 FEET; THENCE NORTH 64' 56' 33" WEST 5.83 FEET TO AN INTERSECTION WITH THE WESTERLY SIDELINE OF SAID RECORDED EASEMENT AND TRUE POINT OF BEGINNING OF HEREIN DESCRIBED CENTERLINE OF THE FIFTEEN FOOT WIDE EASEMENT; THENCE CONTINUING NORTH 64' 56' 33" WEST 17.97 FEET; THENCE NORTH 16' 53' 58" WEST 376.07 FEET TO A POINT HEREIN DESIGNATED AS POINT Z; THENCE NORTH 870 45' 17" WEST 266.23 FEET TO A POINT ON THE EASTERLY BOUNDARY LINE OF THE CITY OF RENTON'S MUNICIPAL AIRPORT AND TERMINUS OF SAID CENTERLINE OF SAID FIFTEEN FOOT STRIP OF LAND. nH<t R'uvnvdnn R Mannino W,-An%nlle 'WA 20070419001710-- CITY OF RENTON - CEDAR RIVER TRAIL PARK PERMANENT EASEMENT Page 2 SIDELINES OF SAID STRIP SHALL EXTEND TO OR TERMINATE AT THE WESTERLY SIDELINE OF SAID EASEMENT RECORDED UNDER RECORDING NO. 5514905 AND IN LIKE MANNER AT SAID EASTERLY BOUNDARY LINE OF THE CITY OF RENTON'S MUNICIPAL AIRPORT. TOGETHER WITH A SMALL PARCEL OF LAND ABUTTING SAID FIFTEEN FOOT EASEMENT AND LYING NORTHERLY AND EASTERLY RESPECTIVELY OF THE FOLLOWING DESCRIBED LINES: BEGINNING AT POINT Z AS DESCRIBED HEREIN, THENCE SOUTH 160 53' 58" EAST ALONG THE CENTERLINE OF SAID FIFTEEN FOOT STRIP EASEMENT 22.78 FEET; THENCE SOUTH 730 06' 02" WEST 7.50 FEET TO THE TRUE POINT OF BEGINNING OF THE SOUTHERLY LINE OF SAID LINES; THENCE NORTH 87" 45' 17" WEST ALONG SAID SOUTHERLY LINE 12.12 FEET TO AN INTERSECTION WITH THE WESTERLY LINE OF SAID LINES; THENCE NORTH 02" 14' 43" EAST ALONG SAID WESTERLY LINE 16.48 FEET TO ITS TERMINUS ON THE SOUTHERLY SIDELINE OF SAID FIFTEEN FOOT EASEMENT. THE TOTAL LAND AREA, COMPRISED OF THE PRECEDING FIFTEEN FOOT WIDE STRIP AND ABUTTING SMALL PARCEL IS 10,057 SQUARE FEET OR 0.231 ACRES, MORE OR LESS. Prepared BY: Duane Hartman & Associates, Inc. Job No.: 260.00 December 22, 1997 7/28/2Z 2007041900171 n_ _... Exhibit "A.1" BRYN MAWR SYSTEM IMPROVEMENTS PERMANENT EASEMENT CITY OF RENTON PARCEL MI WESTERLY END OF NORTH 6TH STREET. PERMANENT EASEMENT ALL BEARINGS ARE REFERENCED TO THE GRID MERIDIAN OF THE WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD 83(91). A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, WHICH IS CONTIGUOUS . WITH A PORTION OF THE SIDELINES OF A TEN FOOT WIDE EASEMENT GRANTED TO THE MUNICIPALITY OF METROPOLITAN SEATTLE IN DOCUMENT RECORDED UNDER KING COUNTY RECORDING NO. 5514905, SAID PARCEL BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE TRUE POINT OF BEGINNING OF PARCEL A AS DESCRIBED IN ABOVE RECORDED DOCUMENT, THENCE CONTINUING SOUTH 120 47' 42" EAST ALONG THE SOUTHERLY PROJECTION OF THE WESTERN BOUNDARY OF SAID PLANT NO. 20 AS DESCRIBED, 5.14 FEET TO A POINT ON THE SOUTHERLY SIDELINE OF SAID TEN FOOT RECORDED EASEMENT AND TRUE POINT OF SAID EASEMENT DESCRIBED HEREIN; THENCE NORTH 890 34' 11 " WEST ALONG SAID SOUTHERLY SIDELINE 50.91 FEET TO AN ANGLE POINT IN SAID SIDELINE; THENCE NORTH 07' 08' 30" WEST ALONG THE WESTERLY LINE OF. SAID RECORDED EASEMENT 4.46 FEET; THENCE LEAVING SAID WESTERLY SIDELINE NORTH 890 05' 14" WEST 5.31 FEET; THENCE SOUTH 00° 54' 46" WEST 15.00 FEET; THENCE SOUTH 89° 05' 14" EAST 59.52 FEET TO A POINT ON THE SOUTHERLY PROJECTION OF THE WESTERN BOUNDARY OF SAID PLANT 20 DESCRIBED HEREIN; THENCE NORTH 120 47' 42" WEST ALONG SAID PROJECTION 11.33 FEET TO THE TRUE POINT OF BEGINNING OF HEREIN DESCRIBED EASEMENT. CONTAINING 652 SQUARE FEET OR 0.015 Prepared By: Duane Hartman & Associates, Inc. Job No.: 260.00 November 13, 1997 B. B �CISTV, J� l�`VAL LA��y. 7i2s/98 DAA J Surveying - & Mapping Woodinville, WA 2007041900171 0_ _ _ Exhibit "A.2" BRYN MAWR SYSTEM IMPROVEMENTS PERMANENT EASEMENT CITY OF RENTON PARCEL M2 APPROXIMATELY 260 FEET NORTHERLY OF NORTH 6TH STREET. PERMANENT EASEMENT ALL BEARINGS ARE REFERENCED TO THE GRID MERIDIAN OF THE WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD 83(91). A NARROW TRIANGULAR PARCEL OF LAND IN THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON ABUTTING A PORTION OF THE EASTERLY SIDELINE OF THAT EASEMENT GRANTED TO THE MUNICIPALITY OF METROPOLITAN SEATTLE IN DOCUMENT RECORDED UNDER KING COUNTY RECORDING NO. 5514905 AND LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT MANHOLE R01-61 AS DESCRIBED IN SAID RECORDED EASEMENT; THENCE SOUTH 07°.08' .30" EAST ALONG SAID EASEMENT CENTERLINE 13.91 FEET; THENCE NORTH 129 5V 30" EAST 5.W FEET TO THE EASTERLY SIDELINE OF SAID RECORDED EASEMENT AND TRUE POINT OF BEGINNING OF SAID LINE DESCRIPTION; THENCE NORTH 010 08' 17" EAST 261.95 FEET TO A POINT ON SAID EASTERLY SIDELINE OF SAID RECORDED EASEMENT AND TERMINUS OF SAID LINE DESCRIPTION. CONTAINING 255 SQUARE FEET OR 0.006 ACRES, MORE OR LESS. Prepared BY: Duane Hartman & Associates, Inc. Job No.: 260.00 November 13, 1997 rl." A .. .. ..___.__ 20070419001714_ Exhibit 'A.3" BRYN MAWR SYSTEM IMPROVEMENTS PERMANENT EASEMENT CITY OF RENTON PARCEL M3 ABUTTING RESTROOMS BUILDING IN PARK. PERMANENT EASEMENT ALL BEARINGS ARE REFERENCED TO THE GRID MERIDIAN OF THE WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD 83(91). A STRIP OF LAND, FIFTEEN FEET (I5') IN WIDTH, SITUATED IN THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, THE EASTERLY LINE OF WHICH IS CONTIGUOUS WITH THE WESTERLY LINE OF A TEN FOOT WIDE EASEMENT GRANTED TO THE MUNICIPALITY OF METROPOLITAN SEATTLE IN DOCUMENT RECORDED UNDER KING COUNTY RECORDING NO.5514905, THE CENTERLINE OF SAID FIFTEEN FOOT WIDE STRIP OF LAND BEING DESCRIBED AS FOLLOWS: BEGINNING AT MANHOLE R01-63 AS DESCRIBED IN ABOVE RECORDED DOCUMENT, THENCE NORTH 120 56' 36" WEST ALONG SAID RECORDED EASEMENT CENTERLINE 86.52 FEET; THENCE SOUTH 77° 03' 24" WEST 5.00 FEET TO THE SIDELINE OF SAID RECORDED EASEMENT AND TRUE POINT OF BEGINNING OF THE CENTERLINE OF HEREIN DESCRIBED EASEMENT, THENCE CONTINUING SOUTH 770 03' 24" WEST 34.28 FEET, MORE OR LESS, TO THE EASTERLY FACE OF AN EXISTING RESTROOMS BUILDING AND TERMINUS OF SAID CENTERLINE. SIDELINES OF SAID EASEMENT SHALL TERMINATE AT OR EXTEND TO SAID FACE OF THE RESTROOMS BUILDING. CONTAINING 514 SQUARE FEET OR 0.012 ACRES, MORE OR LESS Prepared By: Duane Hartman & Associates, Inc. -Job No.: 260.00 November 13, 1997 s WA i 4,•�{v c� � i � F O.10957 , ?� ISTEg�;� • 4' EXPIRES 71281 i 8 20070419001710.E Exhibit "A.4" BRYN MAWR SYSTEM IMPROVEMENTS PERMANENT EASEMENT CITY OF RENTON PARCEL M4 APPROXIMATELY 800' NORTHERLY OF PARK RESTROOMS BUILDING AT ENGINEER STATION 34+34 (OCTOBER 1997 PLAN/PROFILE DWG.) PERMANENT EASEMENT ALL BEARINGS ARE REFERENCED TO THE GRID MERIDIAN OF THE WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD 83(91). A STRIP OF LAND, FIFTEEN FEET (15') IN WIDTH, SITUATED IN THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, ABUTTING AND LYING ON BOTH SIDES OF A TEN FOOT WIDE EASEMENT GRANTED TO THE MUNICIPALITY OF METROPOLITAN SEATTLE IN DOCUMENT RECORDED UNDER KING COUNTY RECORDING NO. 5514905, THE CENTERLINE OF SAID FIFTEEN FOOT WIDE STRIP OF LAND BEING DESCRIBED AS FOLLOWS: BEGINNING AT MANHOLE RO1-63 AS DESCRIBED IN ABOVE RECORDED DOCUMENT, THENCE NORTH 120 56' 36" WEST ALONG SAID RECORDED EASEMENT CENTERLINE 882.55 FEET TO HEREIN DESCRIBED POINT "A"; THENCE SOUTH 770 03' 24" WEST 5.00 FEET TO THE WESTERLY SIDELINE OF SAID RECORDED EASEMENT AND TRUE POINT OF BEGINNING OF THE CENTERLINE OF HEREIN DESCRIBED WESTERLY EASEMENT PORTION; THENCE CONTINUING SOUTH 77' 03' 24" WEST 43.00 FEET TO THE TERMINUS OF SAID CENTERLINE. THE EASTERLY EASEMENT PORTION BEING DESCRIBED AS FOLLOWS: BEGINNING AT POINT "A" AS HEREIN DESCRIBED, THENCE NORTH 7r 03' 24" EAST 5.00 FEET TO THE EASTERLY SIDELINE OF SAID RECORDED EASEMENT AND TRUE POINT OF BEGINNING OF THE CENTERLINE OF HEREIN DESCRIBED EASTERLY EASEMENT PORTION; THENCE CONTINUING NORTH 77° 03' 24" EAST 5.00 FEET TO THE TERMINUS OF SAID CENTERLINE. CONTAINING 720 SQUARE FEET OR 0.017 ACRES, MORE OR LESS. Prepared By: Duane Hartman & Associates, Inc. Job No.: 260.00 November 13, 1997 Revised: December 18, 1997 DHA Surveying & Mapping Woodinville, WA 20070419001710. r i Exhibit "A.5" ALL BEARINGS ARE REFERENCED TO THE GRID MERIDIAN OF THE WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD 83(91). A TRACT OF LAND SITUATED IN SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH MARGIN OF NORTH 6TH STREET WITH THE EAST LINE OF,THOSE LANDS ABUTTING THE CEDAR RIVER, RECEIVED BY THE CITY OF RENTON ON DISSOLUTION OF COMMERCIAL WATERWAY DISTRICT NO. 2 UNDER A DECREE OF DISSOLUTION DATED JULY 3, 1956, KING COUNTY SUPERIOR COURT CAUSE NO. 494024, IN SAID SECTION 7, THENCE SOUTH 120.47' 42" EAST ALONG SAID EAST LINE 522.89 FEET; THENCE NORTH 890 25' 47" WEST, 50.70 FEET; THENCE SOUTH 00' 34' 13" WEST, 6.00 FEET; THENCE NORTH 89' 25' 47" WEST, 23.65 FEET; THENCE NORTH 0 34' 13" EAST, 26.26 FEET; THENCE NORTH 05' 29' 13" EAST, 62.81 FEET; THENCE NORTH 170 12' 31 " WEST, 147.21 FEET; THENCE NORTH 16° 28' 36" WEST, 54.86 FEET; THENCE NORTH 11° 10' 06" WEST, 54.28 FEET; THENCE NORTH 090 27' 04" WEST, 87.51 FEET; THENCE NORTH 80' 32' 56" EAST, 6.00 FEET; THENCE NORTH V 27' 04" WEST, 44.84 FEET; THENCE NORTH W 05' 13" WEST 3.59 FEET; THENCE NORTH 41° 52' 51" WEST 13.96 FEET; THENCE NORTH 000 54' 46" EAST 7.50 FEET; THENCE NORTH 16" 32' 39' WEST 10.13 FEET; THENCE NORTH 04° 31' 45" WEST 64.93 FEET TO AN INTERSECTION WITH A CURVE TO THE RIGHT WHERE THE CENTER BEARS NORTH 780 47' 21" EAST A RADIUS OF 1,095.23 FEET; THENCE NORTHERLY ALONG SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 09° 08' 53", AN ARC DISTANCE OF 174,87 FEET; THENCE NORTH 00' 43' 57" EAST, 394.19 FEET TO THE INTERSECTION WITH A CURVE TO THE LEFT WHERE THE CENTER BEARS SOUTH 8r 11' 39" WEST, A RADIUS OF 521.95 FEET; THENCE NORTHERLY ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 090 46' 55" , AN ARC LENGTH OF 89.11 FEET; 20070419001710.v-j - THENCE NORTH 120 31' 26" WEST, 131.69 FEET TO THE INTERSECTION WITH A CURVE TO THE LEFT WHERE THE CENTER BEARS SOUTH 780 24' 35" WEST, A RADIUS OF 10.12 FEET; THENCE NORTHERLY ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 700 58' 39", AN ARC LENGTH OF 12.54 FEET; THENCE SOUTH 76' 51' 35' WEST, 11.79 FEET; THENCE NORTH 120 54' 19' WEST, 766.36 FEET; THENCE NORTH 71° 30' 47" EAST, 9.45 FEET TO THE INTERSECTION WITH A CURVE TO THE LEFT WHERE THE CENTER BEARS NORTH 200 58' 36" WEST, A RADIUS OF 11.45 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 6V 34' 02% AN ARC LENGTH OF 12.50 FEET; THENCE NORTH 12° 40' 48" WEST, 299.18 FEET TO THE INTERSECTION WITH A CURVE TO THE LEFF WHERE THE CENTER BEARS SOUTH 84' 14' 26" WEST, A RADIUS OF 8.63 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 870 00' 33", AN ARC LENGTH OF 13.11 FEET; THENCE SOUTH 780 24' 16" WEST, 11.15 FEET; THENCE NORTH 12° 53' 56" WEST, 188.68 FEET; THENCE NORTH 770 42' 31" EAST, 7.33 FEET TO THE INTERSECTION WITH A CURVE TO THE LEFT WHERE THE CENTER BEARS NORTH W 26' 41" WEST, A RADIUS OF 10.16 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 870 04' 48 % AN ARC LENGTH OF 15.44 FEET; THENCE NORTH 120 30' 54" WEST, 233.88 FEET TO THE INTERSECTION WITH A CURVE TO THE LEFT WHERE THE CENTER BEARS SOUTH 730 17' 18" WEST A RADIUS OF 17.18 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 350 17' 57" AN ARC LENGTH OF 10.58 FEET; THENCE NORTH 79° 26' 33" WEST, 74.66 FEET; THENCE NORTH 10° - 47' 41" EAST, 55.91 FEET; THENCE NORTH 55' 13' 43" WEST 39.48 FEET; THENCE NORTH 110 01' 24" EAST 12.55 FEET; THENCE NORTH 04° 59' 24" EAST 34.49 FEET; THENCE NORTH 12041' 35" WEST 137.81 FEET; THENCE NORTH 290 49' 05" WEST 40.03 FEET; THENCE SOUTH 77' 22' 26" WEST 64.79 FEET; THENCE NORTH 110 34' 56' WEST, 129.45 FEET; THENCE NORTH 870 45' 17" WEST, 167.84 FEET; THENCE NORTH 12' 47' 42" WEST, 31.06 FEET; THENCE SOUTH 870 45' 17" EAST, 168.52 FEET; 20070419001710. THENCE NORTH 110 34' 56" WEST, 96.28 FEET; THENCE NORTH 290 06' 50" EAST, 23.29 FEET TO THE INTERSECTION WITH A CURVE TO THE RIGHT WHERE THE CENTER BEARS NORTH 850 02' 40" EAST, A RADIUS OF 67.87 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 870 35' 23", AN ARC LENGTH OF 103.76 FEET TO THE INTERSECTION WITH A CURVE TO THE LEFT WHERE THE CENTER BEARS NORTH 150 54' 38" WEST, A RADIUS OF 20.40 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 69° 40' 20", AN ARC LENGTH OF 24.81 FEET TO THE SOUTH LINE OF BLOCK B, ACCORDING TO THE STATE OF WASHINGTON COMMISSIONER OF PUBLIC LANDS THIRD SUPPLEMENT MAP OF LAKE WASHINGTON SHORE LANDS AS FILED ON SEPTEMBER 14, 1965 IN THE OFFICE OF THE COMMISSIONER OF PUBLIC LANDS AT OLYMPIA, WASHINGTON; THENCE SOUTH 880 52' 33" EAST ALONG SAID LINE 57.09 FEET TO THE SOUTHEAST CORNER THEREOF AND THE INTERSECTION WITH THE EAST LINE OF SAID WATERWAY LANDS; THENCE SOUTH 120 47' 42." EAST ALONG SAID EAST LINE 2,394.31 FEET; THENCE SOUTH 00° 22' 54" WEST ALONG SAID EAST LINE 454.50 FEET; THENCE SOUTH 120 47' 42" EAST ALONG SAID EAST LINE 193.81 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PORTION OF THE EASEMENT GRANTED TO THE MUNICIPALITY OF METROPOLITAN SEATTLE IN DOCUMENT RECORDED UNDER KING COUNTY RECORDING NO. 5514905 LYING WITHIN AND ALSO EXCEPT THOSE PORTIONS OF THE PERMANENT EASEMENT AS DESCRIBED HEREIN THAT ARE ALSO LYING WITHIN. CONTAINING 208,696 SQUARE FEET OR 4.791 ACRES, MORE OR LESS. To include the road shown on Pages 9 and 10 of the attached Exhibit maps. 20070419001710._". Exhibit "B" "As -built" drawings (January 1998), Bryn Mawr System Improvements, Schedule A, Contract No. C73130C, Conformed Document dated December 2000 and City of Renton approved and permitted drawings, incorporated herein by reference and on file at the City of Renton. r North half Section 7 - 2 3 - 5 guPPLEMENT OF LAKE WASHINGTON SHONE LANDS Order No. 1151515 IMPORTANT: This is not a Plat of Survey. It is furnished as a r. convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. 1 Southeast Quarter Section 7 -.23 - 5 IF- 5, f D. m. Dso LAKfIWA5NIN6T4N PUT if � � i f''• -- _- III I � 4, ® is • i kill -- — • \ I i°- i O_unMFxx•s. --- - \ F � LAKE PMK? \ ` ADD._ ` �• _- _�, Order No. 1151515 IMPORTANT- This is not a Plat•of Survey. It is furnished as a convenience to locate the -land indicated hereon with reference to" streets and other land. No liability is assumed by.reason of reliance hereon. North half Section 7 - 2 3 - 5 _ -, fnalR Y.IY dC tna•R R4L4 Lmt .: �� __ 1_.:�F.,,- - /Y �4 too -No awtd tmums .i• . .. ;Tccr: un,wo yen as-OLE na W .csi'oF,nlT> a ...... in/aW. YULL1D v RS7uK6 ':r,•: W CFIL Opw Y. M(111WCFpM iM9K LRIC•NO W MS ME1„nCIY • :• :•. ':_�:•m R SWT. �� f N A PTV.-W[ n Order No. 1151515 IMPORTANT: This is not a Plat of Survey'. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. h Southeast Quarter Section 7-23-5 CALCULATED POSItem / ERau sHaEl,wos uAP xe 1 ..:.:k°t'1 11 f GRAPRIC SCAL SET 11001-04-CASE _ ....-j, a. £ • �: 1' `'.✓ ` ' . 1 beh = 200 feel WORTH .N •.I;�i N �� ..' . OF ANGLE POINT OF Ftl10E 1E. OF POI f ax e a aaN-uwc rFHcc _ FDUNOA •• BRASS DLFj M1 �- t.' •_'I `' ; 6 YARKCII': RMT BCAC VZ•' +?CTlf,�. �' • •... Y i COVFRWENT YVJJDT:G UNE .• ...... : / j•' L 50 YCM-W-CASE / \ N i 1 J � x5' NdIM K MfA.0 PD6%JT OF'FElICE: ''Oi V. Of L1VAw-UNC!1E11Q . .. �t ): E' ` FOUND x-1/Z�'BRA55'OIQ(. �q - YMkm "37D'R�T 1009". mil/ �-`'._:._ � ,'-ter:;,;• a NON eONG yON. 1N fA5[, �y f • (D.aR• Nliar+ CARD ]TO) • -• / •.��- '�.• '��'� � ••~ 1..�. MSITED.-]/D1/ZOOS:` ''. ....♦ a.::f ::a. / e F .- -:�. T� •' - a...:' Wit:. } / `-.��'`'•'• :.{r ••' _--•• •..:FOUNDOIDCONCRES-NTE (r,, •�] /' `• •:..i; • . • •1 ..l5�: TJuN CMOs ��. @493,.46x( [ •� // - 1 YISTED 3f01 /200 VC \, GLC LATm PosnoN NOTES: ""=•.: f r \ `MIEANDER CORNER r ' 1 ':.r : > •-.. �. .` • \ TROY 5#MIANDS YAP 16 .. ••}} • �. NO6ZONTAL DATW: NORTH A11FJtI" DATW Gk 1914 / 3901 At -a \ �,• •. S� (MAD 93/91). WASONCTON, NORM ZONE ' •{r Fd1H6;•PUNCH J1(IRN •W 1-S/d BI{A DDOC „ : •• •1• • •, 1 YYIKt9 AN1N-SECMT{S AND �15,11p9i .. ::�5:; 1 C: •, N ♦• SWARE CONCAbIZF NDNUWl1T .; 1','.•:.•:. -. '1 z �•:; (NI/4 CORNER 16= 1 •:• A .: FOUND CENTER a 3/4• DIVOT •••.. IN5" DI COWL MM IM CASE. �•'••� ' (HELD AS STREET WTERSECIIOM)•'-\ \ •••• : {. 1 •::, (ao.R. YDN CARD 2660) \ SET YWI-IN-A., Y97ED 2/19/7001 \ 4 ' •LO' E 6' GNAW=t1 )ilt FENCE'•-..• \ :/'•. :.+•M1 :'1 • : `1. FOUND J" KYIC CDJNIY• FWASS DISH. \ ..' • (COAL YON CARD 1290)� \ Vt D 2/1!/JOea• \ CALCULATED P00TION'-• ,S.j\- \ CMOi.R CORNER. : Y 1 •• � "0� iP •• T•..D•� \ TRAN sRoCORNERs LAP .x f`•� i order No . ' 1151515 IMPORTANT: This is not a Plat -of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. �i I 24 i or, COMPERCIAL ' 01MWAY DISTRIGT No. FREE OF DISSOLUTION. 2, Sing Countyp State of Washington. ^� THIS MATTER having come regularly on for hearing before a - the undersigned Judge of the above entitled Court on the 29th day of June, 1956, pursuant to due notice given and continuances regularly had upon the Petition of the Coaraissione rs of Commercial waterway District No. 2 of King County, praying for dissolution of said Distric and distribution of its properties to the City of Renton, and upon the Answer and Cross -Petition by the City of Renton asking for distributic of the properties to said City;the Court having received evidence and sworn testimony in support of said Petitions and having admitted Exhibits and being fully advised in the premises, and having hereto- fore entered. its Findings .of Fact And Conclusions of Law herein; N .OW, TI-X-REFORE, , IT IS HEREBY ORDMED, ADJUDGED AND MCRE'ED that due and legal. notice of said hearing was regularly given in the manner provided by lair; . i that dissolution of said district was duly authorized by favorable vot ' at an election duly held 1.ri paid District in June of 1954; that the said Commercial Waterway District No. 2 of King County be and is here - rights � choses in action, by dissolved; anal' that all the properties19imd,-' a's-�e•ts _ of_.eger1: kind- and i nature.belonging to said Waterway District or to which it is or may be I i entitled, including without limitation all real estate, all interests and rights therein :and income therefrom, together with all monies in the County Treavury belonging to said Waterway District and any assets accruin�g�r, or of the District hereafter discovered, be .and are hereby distributed to the City of Renton, a municipal corporation of Washing,ton.; thatthe lands aforesaid are so distributed subject only to such lea;des and easements thereof as are now of record in the C:ounty Auditor's Office of said King bounty; and the said monies now in the County Treasury and the accruing income from said leases now of record are so distribu � ^ �Thirty Thousand and No/100 ~~ ^ '~ � -/- the .to It-IfAft "ooeeeote AD efid � enj rw,�ot of the ProPertr Rod in TO HAVE AND TO HOLD the said pre-mises; . --ith their apjittrte,��i, ul.i.i6.4he _----CITY OF _—_. its— � ..~E-- ------ - (aZALl Attest . !tan App. No. 2184 � | State record u/Tide Land Deeds, volu7n�,-_--�»o ,puy�—�� a 1 �j •ni r4 L �'-a�4 rr t~ 61ID—•stldT OLMt o0j" eeoies.LANDe soM aMwesw 1i inw 7; IIIL qfA is OftWMMV i O IN CONSIDERATION OF ---------- Eightsan_:ThQyL4.g4_FLve_Himdred and ltpL00 __.___..-.Douars, the receipt of which is hereby acknowledged, the State of Washington does hereby grant, bargain, sell 'and convey unto—--�—____ C'I TY .OF 4E' N;�I t9 heirs and assigns, the following described Xitl )V shore lands of the first class, situate in front of the N City of Renton in King County, Washington - g. Cock B, Third Supplemental Map of Lake Washington Shore Lands, as shown on the offic<,al map thereof on file in the office of the Commissioner of Public Lands at Olympia, Washington. m.e d vhic+,dah ll w lands d nsmuv Nm� Fm_ .13 so m Ptm t d said the �oM as tnw� :el out at I-4th ea�.tn .na. �� 6vb)cct. to eaaary ltm o¢ flora that m�7 .rW lx ceattd m lamW,tm� vt pttant to th, yrovisia- of rn• R od the La[talatux� Of the Sbb OT Rrnhmatm tl list. Aa Act t.-�otmta� 2L< �ry'a LT iLICL RaLerw-ipl Ynt VY 1thY O[ Oavleltl® mad D! escalated h pri- vate matract Ear llers tzyoa ttde and slad•2 ]order belmiini'to the rtata. tl tt[ht:.ai_�yr7 .� lender Delaa�ns �n the stale- pp+eved E,axsh �. lsi1. D.in[ ehaFtTs is ad me 6..afm S+w. of iM - "nha ZrR hattWr ayyrevkr ayes, exnyb aaQ w w, tba Pant hereby made. L W Itself. tier st on .red asaitu tareyer, all etia, s�a+oe, ■and losatla of arerr nam4 ktad or dwaa<tpaca wad vhtch q 7» in or vpt ,aid : der bo described. oe any w't tticraof .red tt�ia rtWt to zplo s 11az sera,. mr .och o>L [�+. oe.L �, nilnezaY e7 tomb: anQ It also hQeos acyreal7 ra.ea and resavea out of the great hereb7 nsadl,-.tmto fbdt. tta. atloce.aon wad-mtsm fo_ s, the rth+t to eater bT M1 U, its aaents,' attorney. and .menu upon wa tender or part W. pafb'ibWee.-at any and as n Etna » v2 • aavelopt,us red wo:ldna mine. th non, arrd' takinl out and ramp I ti+�m4on+ all such eits. :tasss r, Col. ooea.' and >bstle, am to ttvt ma It iu.25� �sDr—' Otlt of the grant heyehr made, tmto ttelr Itt aOCO�oos .ndbulalvn fyorava`r` Lh�e zltht br lb IIZ Manta: 4 d attorney. t am and all Sims to areCL c�txvct. inaintaln. and sera an such ildimnjtns. mar�aery. r\rda wad rauh ds. sink N h anafta. [�o N h bil. wad to rernal. ea ta)d lauds er eery part Lha'taf for the bt tam & C M t; D Z tl %3UItL of said itDd1 L [Ca7 w ar7nGtYRa 1 r c011• lenient for the sucoemtil proaecutS= of awS mmins busmea har'ab7 a' ayy r�ervlof b ltaeiL Ib rucoenors and a+rSgb, tl alora aid d�- ax,itr rfahza and powers in. to and wer said laaA, ohs hva� ezyrmed not. teaw,.bp ac�ary cr ledcnt to render brmw edal a adx mt the o®yyyyrab ra}wmaat of the prwa %7 erne rlow horror ax ea�ab reamed : P vaWs0.a• ln+t nor b she] be .sarr�a.d tmdv this teaeryanoa 1,y iw stab, tier a,comats a aa�aaa� Lentil tua.ldon m been mace L7 the abM. b axcuoo:s or atlila, to Par to the owner of the lead vpaa which the rl>bb hates-Taaarvad to 1ba mate. ifs r�r Gaon or avlYna or roua�t to be rxareir4 full Daymeat tort on damalea auat+InW h7 sold osruct. b7 rea•sa.of aabctnl up- aid had. - TO HAVE AND TO HOLD the-' premises, with1heir appurtenances, unto the -- ` 'CITY .0F RENF011, Its --_ ----'beers and assigns forever. TZ WITNESS the Seal of the S affi ed day of--.—_ l lr'rti'-ems 29 6 [srAL1 Governor. Attest: Assistant SedretWVofState. Apy. No. 2184 ...... nY MW 'JUN'' 1. •� . y f j r State rCCU, of Tttk Land Deeds, Volume_.. 24.___, PageJ YMMUOU, P 1 AZ .t 4 3 2 REVISIONS SYMBOL ZONE DESCRIPTION DATE BY C [a US Army Corps of Engineers Seattle District LOWER CEDAR RIVER FLOOD CONTROL0 LEVEES AND FLOODWALLS RENTON, WASHINGTON NOTICE: THESE PAPER COPIES OF PLAN AND SPECIFICATION MATERIALS ARE AVAILABLE AT COST AS A COURTESY FROM CITY OF RENTON; INDEPENDENTLY FROM THE OFFICIAL BIDDING PROCESS. THESE COPIES ARE ONLY TO AID IN VIEWING THE OFFICIAL US ARMY CORPS OI' ENGINEERS ELECTRONIC DOCUIINIENTS. TUERE IS NO GUARANTEE STATED OR IMPLIED AS TO THE ACCURACY OF THE PAPER COPY MATERIALS HEREIN; PERSONS USING THESE MATERIALS DO SO AT THEIR OWN RISK. BIDDERS SHALL FOLLOW ONLY OFFICIAL US ARMY CORPS OF ENGINEERS PROTOCOL INACTUAL BIDDING. B R I T I S H C 0 L U M B I A -------- --------------------------- ----� BELLINGHAM I O 11�00 MT. VERNON Q J, I N 5 to EVERETT J I1 P E C T SEATTLE V/� SPOKAt�IE TO WASHINGTON i TACOMA 90 90 ABERDE 110 ELLENS8U G 12 OLYMPIA I I CHEHALIS YAKIMA12 I 5 O WALLA WALLA O VANCOUVER ATIL RMY DEPOT PORTLAND PENDLETONO VICINITY MAP 0 R E G 0 N NOT TO SCALE IF SHEET IS LESS THAN 32" X 21" IT S A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE F- CORPS OF ENGINEERS SEATTLE, WASHNGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS COVER SHEET DATE AND TIME PLOTTED: 10-DEC-1998 15:46 DESIGN FILE: it0designsOcrfcOgeneralOcrfcglcv.dgn 4 3 2 RENTON WASHINGTOI SIZE I DATE, PLATE D B-99-0017 E-19-1-70 98DEC03 6-1 Ds"L BRB clw• PWN I—T I of 73 4 2 REVISIONS DESCRIPTION A B 6 DRAWING INDEX SHEET PLATE TITLE SHEET PLATE TITLE NO. NO. NO. NO. GENERAL LANDSCAPE 58 L-I PLANT LIST/LEGEND AND / GENERAL LANDSCAPE NOTES I G-1 COVER SHEET 59 L-2 LANDSCAPE PLAN 1 2 G-2 DRAWING INDEX 60 L-3 LANDSCAPE PLAN II 3 G-3 LOCATION MAP 61 L-4 LANDSCAPE PLAN III 4 G-4 LEGEND AND ABBREVIATIONS 62 L-5 LANDSCAPE PLAN IV 63 L-6 LANDSCAPE PLAN V 64 65 L-7 L-8 LANDSCAPE PLAN VI LANDSCAPE PLAN VII GEOTECHNICAL 66 67 L-9 L-10 LANDSCAPE PLAN VIII LANDSCAPE PLAN IX GENERAL 68 L-II RESTROOM AREA PLAN 5 GT-I LOCATIONS OF EXPLORATION 1 69 L-12 LANDSCAPE DETAILS 1 6 GT-2 LOCATIONS OF EXPLORATION 11 70 L-13 LANDSCAPE DETAILS II 7 GT-3 EXPLORATION LOGS I 8 GT-4 EXPLORATION LOGS II STRUCTURAL CIVIL 71 S-1 LEVEE CLOSURE GATE DETAILS 1 72 S-2 LEVEE CLOSURE GATE DETAILS II LEVEES & FLOODWALLS 73 S-3 FLOODWALL DETAILS 9 C-1 DEMOLITION PLAN I REFERENCE DRAWINGS 10 C-2 DEMOLITION PLAN II II C-3 DEMOLITION PLAN III 12 C-4 DEMOLITION PLAN IV REFERENCE 13 C-5 DEMOLITION PLAN V 14 C-6 DEMOLITION PLAN VI 74 R-1 IRRIGATION PLAN 1 15 C-7 DEMOLITION PLAN VII 75 R-2 IRRIGATION PLAN II 16 C-8 DEMOLITION PLAN VIII 76 R-3 IRRIGATION PLAN III 17 C-9 DEMOLITION PLAN IX 77 R-4 IRRIGATION PLAN IV 18 C-10 LEFT BANK PLAN & PROFILE / STATION 0+00 TO 8+00 78 R-5 IRRIGATION PLAN V 19 C-11 LEFT BANK PLAN & PROFILE / STATION 8+00 TO 17+00 79 R-6 IRRIGATION PLAN VI 20 C-12 LEFT BANK PLAN & PROFILE / STATION 17+00 TO 26+00 80 R-7 IRRIGATION PLAN VII 21 C-13 LEFT BANK PLAN & PROFILE / STATION 26+00 TO 35+20 81 R-8 IRRIGATION PLAN VIII 22 C-14 LEFT BANK PLAN & PROFILE / STATION 35+20 TO 44+40 23 C-15 LEFT BANK PLAN & PROFILE / STATION 44+40 TO 51+00 24 C-16 LEFT BANK PLAN & PROFILE / STATION 51+00 TO 59+00 25 C-17 LEFT BANK PLAN & PROFILE / STATION 59+00 TO 65+40 26 C-18 LEFT BANK AIRPORT / DRAINAGE IMPROVEMENTS 1 27 C-19 LEFT BANK AIRPORT / DRAINAGE IMPROVEMENTS II 28 C-20 LEFT BANK AIRPORT / DRAINAGE IMPROVEMENTS III 29 C-21 LEFT BANK AIRPORT / DRAINAGE IMPROVEMENTS IV 30 C-22 LEFT BANK AIRPORT / DRAINAGE IMPROVEMENTS V 31 C-23 LEFT BANK AIRPORT / DRAINAGE IMPROVEMENTS VI 32 C-24 RIGHT BANK PLAN & PROFILE / STATION RTIO+00 TO RT16+80 33 C-25 RIGHT BANK PLAN & PROFILE / STATION RT16+80 TO RT24+40 34 C-26 RIGHT BANK PLAN & PROFILE / STATION RT24+40 TO RT32+00 35 C-27 RIGHT BANK PLAN & PROFILE / STATION RT32+00 TO RT39+40 36 C-28 RIGHT BANK PLAN & PROFILE / STATION RT39+40 TO RT46+80 37 C-29 RIGHT BANK PLAN & PROFILE / STATION RT46+80 TO RT54+40 38 C-30 RIGHT BANK PLAN & PROFILE / STATION RT54+40 TO RT61+60 39 C-31 RIGHT BANK PLAN & PROFILE / STATION RT61+60 TO RT67+20 40 C-32 RIGHT BANK PLAN & PROFILE / STATION RT67+20 TO RT73+80 41 C-33 RIGHT BANK PARK TRAIL PLAN & PROFILE 1 42 C-34 RIGHT BANK PARK TRAIL PLAN & PROFILE II 43 C-35 RIHGT BANK PARK TRAIL PLAN & PROFILE III 44 C-36 RIGHT BANK PARK TRAIL PLAN & PROFILE IV 45 C-37 RIGHT BANK PARK TRAIL PLAN & PROFILE V 46 C-38 RIGHT BANK PARK TRAIL PLAN & PROFILE VI 47 C-39 RIGHT BANK PARK TRAIL PLAN & PROFILE VII 48 C-40 CIVIL DETAILS 1 49 C-41 CIVIL DETAILS II 50 C-42 CIVIL DETAILS III 51 C-43 CIVIL DETAILS IV 52 C-44 CIVIL DETAILS V 53 C-45 CIVIL DETAILS VI 54 C-46 CIVIL DETAILS VII 55 C-47 CIVIL DETAILS VIII 56 C-48 CIVIL DETAILS IX 57 C-49 CIVIL DETAILS X DATE AND TIME PLOTTED: 10-DEC-1998 13:33 DESIGN FILE: I:VCeslgnsOcrfcOgeneralOcrfcglGi.agn A e�n D D.. IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS DRAWING INDEX RENTON WASHINGTO SIM INVITATION NO. FIIE 16 DATE, i'LA TE D B-99-0017 E-19-1-70 98DEC03 G-2 °Srµ BRB Im. SHEET 2 4 3 2 4 1 3 2 REVISIONS DESCRIPTION A c LAKE WASHINGTON w c u M r A N I n l � "I PROJECT,%` AREA ` > f � �tI I i ii 'tl 1. G• '✓•. �� T r r ri L a f'!11 STREET ..... ' I � li RiI..N�ITa + ' I ., I✓NI J01 I 11 7IC�,� _ I /`10LING I I111.D = BIDC6 N. J T II R I ice• STAG I AREA ♦ 1 ry 1 I • �t , - s rT I \ - - — ----- ------ �- I AIki11RI R1Y J � a -- - - , T� V IV ---, - �� I1 �) — i(✓� ► if I . -__--_---__••--...-.>---------------------- .::,..a -------------- C I T Y O F R E N T 0 N H A U L R O U T E S NOTES: I. STAGING AREAS MAY BE LOCATED WITHIN THE PARK ALONG THE RIGHT BANK. STAGING AREAS SHALL ONLY BE LOCATED WITHIN THE PROJECT FOOTPRINT AND AFTER ALL ITEMS MARKED FOR SALVAGE (INCLUDING TREES)HAVE BEEN REMOVED OR PROTECTED. 2. THE STAGING AREA SHOWN NEAR THE SOUTH BOEING BRIDGE IS ON THE AIRPORT EAST PERIMETER ROAD. THE ROAD SHALL BE BARRICADED AND TRAFFIC DETOURED THROUGH THE ADJACENT PARKING AREA PRIOR TO USE. 3. USE OF OTHER AREAS FOR STAGING IS SUBJECT TO COR APPROVAL. 4. NARCO SITE MAY BE USED FOR TEMPORARY STOCKPILE OF MATERIALS ONLY. NO DISPOSAL OF MATERIALS OF ANY KIND IS ALLOWED. 500' 250' 0 500, 1000' I" = 500' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHIII(J,)PI LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LOCATION MAP DATE AND TIME PLOTTED: 10-DEC-1998 13:35 DESIGN FILE: I:OdesignsOcrfcOgeneral0erfcglmp.dgn 4 I 3 N A R C 0 DISPOSAL SITE 2 RENTON WASHINGTO SIZE I TATIM N0. ME "0. DA- PLATE D B-99-0017 E-19-1-70 98DEC03 G-3 DS BR8 CHc. S UT 3 4 1 3 REVISIONS DESCRIPTION CIVIL LEGEND A EXISTING THIS CONTRACT W 8 WATER LINE & PIPE SIZE W 8 —FW 81, FIRE WATER LINE & PIPE SIZE — FW 8 —' S 6" SANITARY SEWER & PIPE SIZE S 6— ST 12 STORM DRAIN & PIPE SIZE ST Ir 8.65 Q MANHOLE W/ TOP & INVERT ELEVATIONS E &oo 8.65 CATCH BASIN W/ TOP & INVERT ELEVATIONS E &oo p4 GATE VALVE ® WATER METER IE &35 O CLEAN OUT W/ INVERT ELEVATION FIRE HYDRANT W/ OUTLET DIRECTION BUILDING OR STRUCTURE —X-X FENCE —X—X— CURB AND GUTTER B AC PCC DEMO AC DEMO PCC FLOODWALL — — 250 CONTOUR — 250 �so.c x 250.9 SPOT ELEVATION ryyyyyy Yy) VEGETATION OVERHEAD LIGHT 0 UNDERGROUND LIGHT VAULT C CIVIL ABBREVIATIONS AC ASPHALTIC CONCRETE A/G ABOVEGROUND ALIGN. ALIGNMENT BOC BOTTOM OF CURB BLDG, BUILD BUILDING CB CATCH BASIN CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE E EAST EL, ELEV ELEVATION EXIST EXISTING FF FINISH FLOOR ELEVATION FG FNSH GRADE FH FIRE HYDRANT G GAS H, HORIZ HORIZONTAL HYD HYDRANT IE INVERT ELEVATION INV INVERT MH MANHOLE N NORTH OC ON CENTER OD OUTSIDE DIAMETER PCC PORTLAND CEMENT CONCRETE PIV POST INDICATOR VALVE PI POINT OF INTERSECTION PC PONT OF CURVATURE PT POINT OF TANGENCY POB POINT OF BEGINNING POE POINT OF ENDING R RADIUS S SOUTH SBB SOUTH BOEING BRIDGE STA STATION SS SANITARY SEWER TOC TOP OF CURB TYP TYPICAL U/G UNDERGROUND V, VERT VERTICAL VC VERTICAL CURVE W WEST LANDSCAPE ABBREVIATIONS BB BALLED AND BURLAPPED BR BAREROOT CONT. CONTAINER DIA. DIAMETER HT. HEIGHT MIN. MINIMUM LB LEFT BANK 0-C. ON CENTER RB RIGHT BANK SPEC. SPECIFICATION TYP. TYPICAL IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEGEND AND ABBREVIATIONS DATE AND TIME PLOTTED: 10-DEC-1998 13:36 DESIGN FILE: I:OdeslgnsOcrfcOgeneralOcrfcglla,dgn 4 3 pVD.Da.. 2 RENTON WASHINGTO SIM I INVITITIM W. FILE N0. pA1Fi PLATE 0 B-99-0017 E-19-1-70 98DEC03 G-4 Mm OR8 Im. I SIIFCT 4 4 3 2 REVISIONS DESCRIPTION A B NOTES: I. SEE PLATES GT-3 AND GT-4 FOR EXPLORATION LOGS. 2. SEE PLATE GT-3 FOR LEGEND AND ADDITIONAL NOTES. 100' 50' 0 100, 200' I" = 100' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL GENERAL LOCATIONS OF EXPLORATION I DATE AND TIME PLOTTED: 10-DEC-1998 14:08 DF`IGN FILE: I:OdesignsOcrfcOgeotech0crfcfg0a.dgn 4 3 2 RENTON WASHINGTOI size iNvlr.rwx No. vws No. wrc acre D. B-99-0017 E-19-1-70 98DEC03 GT—I Dsx GIL8ERT tl1• KAISER —T 5 4 2 REVISIONS DESCRIPTION A B NOTES: I. SEE PLATES GT-3 AND GT-4 FOR EXPLORATION LOGS. 2. SEE PLATE GT-3 FOR LEGEND AND ADDITIONAL NOTES. 100• 50• 0 100• 200' I" = 100' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL GENERAL LOCATIONS OF EXPLORATION II DATE AND TIME PLOTTED: 10-DEC-1998 14:11 DESIGN FILE: it0designsOcrfcOgeotechocrfcfg0b.dgn 4 3 2 RENTON WASHINGTOP SItE INVITATION W. FiLE H0. UATE. PLATE D B-99-0017 E-19-1-70 98DEC03 GT-2 oscra GILBERT CM°• KAISER I NUT 6 ICI 4 3 2 BH-I BH-2 BH-3 98-PA-100 98-PA-101 I" ACP OVER APPROX. 2" OF SP LOOSE TO MEDIUM DENSE, SP CRUSHED BRICK FRAG. OLIVE BROWN, POORLY MEDIUM DENSE, GRAY, POORLY ML SANDY SILT WITH FINE RODiS GRADED SAND WITH GRAVEL, SOFT, MOIST, DARK BROWN I 1 SANDY IL WITH FINE L SANDY CLAY, SOFT TO ML ROOTS, SOFT, MOIST, DARK BROWN MEDIUM, SATURATED, GRAY SM LOOSE BROWN AND GRAY GRADED SAND WITH GRAVEL MOIST TRACE SILT GM SILTY SANDY GRAVEL GM SILTY SANDY GRAVEL VERY N = 43 LEGEND SILTY SAND WITH GRAVEL, MOIST MEDIUM, MOIST, BROWN LOOSE, MOIST, BROWN WET SM SILTY SAND WITH GRAVEL BOTTOM OF HOLE AT 39.5' AND WOOD DEBRIS, LOOSE TO GP GM SY GRAVEL POORLY -GRADED GRAVEL ML SOFT, BROWN TO REDDISH MEDIUM, SATURATED GRAYISH 2 BROWN SILT, WET, TRACE — BROWN SIP POORLY -GRADED SAND FINE SAND INTERBEDS SP-SC POORLY -GRADED SAND W/CLAY SM SILTY SAND _ Sc CLAYEY SAND 3 W.L. AT 3' (5 MAY 97) "A" ML INORGANIC SILTS OF LOW PLASTICITY CL CLAY OF LOW PLASTICITY ML SOFT TO MEDIUM STIFF, GRAY SILT AND SANDY I I BOTTOM OF EXPLORATION HOLE SILT WITH SAND INTERBEDS, 11 17 N , I 4 WET. TRACE ORGANICS IN '•E" "E" J L SILT LAYERS CL SANDY CLAY,SOFT TO W.L. AT 4' (5 MAY 97) MEDIUM. SATURATED, GRAY N = 8 98-PA-103 POWER AUGER NUMBER, YEAR, AND LOCATION N = 9 5 W.L. AT 5' (6 MAR 97) SM VERY LOOSE, GRAY, SILTY FINE SAND, WET BH- I 6 9 0 ML SOFT TO MEDIUM STIFF, OLIVE TO OLIVE GRAY, SILT WITH FINE SAND, WET. II TRACE TO SOME ORGANICS WET I 16 IS 19 VERTICAL SCALE: I" = I' DATE AND TIME PLOTTED: 10-DEC-1998 14:13 DESIGN FILE: isOdesigns0crfcOgeotech4crfcfg0c.dgn 4 • BORE HOLE NUMBER AND LOCATION Z W.L. AT 6'(7-8-98) WATER LEVEL AND DATE OBSERVED NUMBER OF BLOWS TO DRIVE SAMPLER ONE FOOT USING A 140 POUND HAMMER DROPPED 30 INCHES (STANDARD N=12 PENETRATION TEST = BLOWS/FOOT) SM SILTY SAND WITH GRAVEL W.L. AT WOO APR 98) _ AND WOOD DEBRIS, LOOSE, (UNLESS OTHERWISE NOTED) SATURATED, GRAY WITH SP- SAND WITH SILT AND GRAVEL, SEAMS OF SILT SM VERY DENSE, SATURATED, N W.L. AT 8' (10 APR 98) DARK GRAY CLAYEY SAND (FINE), MEDIUM_ N = 10* SPT INACCURATE DUE TO WOOD DEBRIS SC OR GRAVEL OBSTRUCTION SATURATED,GRAY SM SILTY SAND. WITH MINOR N = 72 N = 23 GRAVEL AND WOOD DEBRIS, _ _ _ _ N = <I SINGLE BLOW OF HAMMER DROVE SM TRACE ORGANICS VERY LOOSE, SATURATED, SAMPLER MORE THAN I FOOT LOOSE TO MEDIUM DENSE, BROWN GRAY, SILTY SAND WITH SANDY SILT INTERBEDS AND NOTES: I. FOR EXPLORATION LOCATIONS SEE PLATES GT-1 AND GT-2. -,RGANICS, WET. FEW FINE 2. SOILS WERE VISUALLY CLASSIFIED ACCORDING TO THE "UNIFIED SOIL CLASSIFICATION SYSTEM." Sp- SAND WITH CLAY AND SC GRAVEL. DENSE, SATURATED, GRAYISH -BROWN 3. SUBSURFACE EXPLORATION WAS CONDUCTEDBY SEATTLE DISTRICT, U.S. ARMY CORPS OF ENGINEERS "C" AND BORETEC OF SPOKANE FOR. TEST HOLES BH-I THROUGH BH-3 WERE DRILLED ON 5 MAY 1997 USING A TRUCK MOUNTED MOBILE B-61 DRILL RIG. TEST HOLES 98-PA-100 THROUGH 98-PA-104 WERE AUGERED ON 10 APRIL 1998 USING A MOBILE B-59 POWER AUGER N 5 N =20• WITH A 4" DIA. HOLLOW STEM AND AN 8" FLIGHT "G" A. THE GROUND WATER LEVELS RECORDED IN TEST HOLES ARE APPLICABLE ONLY FOR DATES SHOWN AND AT LOCATION OF EXPLORATION. N = 40 N = 32 BOTTOM OF HOLE AT 34.5' GP SANDY GRAVEL, DENSE, SATURATED, GRAYISH BROWN IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTCNN "p -•p„ LOWER CEDAR RIVER FLOOD CONTROL GENERAL EXPLORATION LOGS I N = 16 N = 10 RENTON WASHINGTON SIZE N1VIT1TIgl W.FILE M°. °�T4 RATE D B-99-001T E-19-1-70 98DEC03 GT-3 GILBERT °"• KAISER �T 7 2 4 3 2 98-PA-102 98-PA-103 98-PA-104 A B ES GT-I AND GT-2 FOR ION LOCATIONS. E GT-3 FOR LEGEND AND kL NOTES. IS LESS THAN 32" X 21" IT IS A PRINT, REDUCE SCALE ACCORDINGLY AY ENGINEER DISTRICT, SEATTLE :ORPS OF ENGINEERS SEATTLE, WASHINGTON --DAR RIVER FLOOD CONTROL GENERAL 'LORATION LOGS II SIIF IN UTIN W. FILE - °ATEi RATE D B-99-0017 E-19-1-70 98DEC03 GT-4 ° GILBERT C-- KAISER B DATE AND TIME PLOTTED: 10-DEC-1998 14:14 . DESIGN FILE:i:0designs0crfcPgeotechOorfcfg0d.dgn 4 1 3 2 3 2 REVISIONS DESCRIPTION A a' D w B u 0 { �\ o o ) i m m � w 0 0 C v -- do 4 a ._............. . 20- j- 1 :.-2 - Rocks REMOVE 70 LF OF ABANDONED PIPE i WITHIN CLEARING LIMITS. PLUG ENDS. V i EXISTING SHRUB AREAS TO REMAIN, TYPICAL �ILI I Q /C E D A R R IV E R 1 I OI I I I I I REMOVE 75 LF OF ABANDONED PIPE Z AIRPORT PROP LINE cl Grass ass -`—Fs Q Gross I CLEARING LIMITS l I DATE AND TIME PLOTTED: 10-DEC-1998 08:00 ns0c . DESIGN FILE: I: Odes igr fcOC I VOcrfccl bb. dgn I. FOR EXISTING TREE LEGEND SEE PLATE L-I . 2. ALL TREES TO BE REMOVED SHALL BE REPLACED AS INDICATED ON LANDSCAPE PLANS. 3. EXISTING TREES EQUAL TO OR LESS THAN 5" CALIPER SHALL BE CAREFULLY REMOVED IN ACCORDANCE WITH SPECIFICATIONS, STOCKPILED, AND RELOCATED AS INDICATED ON LANDSCAPE PLANS AND APPROVED BY THE CONTRACTING OFFICER. 4. REMOVAL OF BLACKBERRY AND KNOTWEED SHALL BE REOUIRED WHERE NOTED ON RIGHT BANK AND ON LEFT BANK BE- TWEEN STA 19+00 AND LOGAN AVE. BRIDGE. SEE CLEARING AND GRUBBING SPEC. FOR REMOVAL REOUIREMENTS. FLAGGED NOTES: I� SAWCUT AND REMOVE EXISTING AC/PCC PAVEMENTS AND CURBS AS SHOWN, TYPICAL OF MANY LOCATIONS. 2D REMOVE AND REPLACE BOLLARDS IN SAME POSITION IN NEW ROADWAY. MAYBE REUSED IF UNDAMAGED. REMOVE SECTIONS NECESSARY TO COMPLETE WORK AND REPLACE IN SAME POSITION. REMOVED SECTIONS MAYBE REUSED IF UNDAMAGED. 4l EXISTING CATCH BASIN - PROTECT. © REMOVE EXISTING CATCH BASIN AND PIPING. ® OVERHEAD LIGHT TO BE RELOCATED. REUSE EXISTING FIXTURE, SEE PLATES C-33 THROUGH C-39 FOR LOCATIONS. 7� OVERHEAD LIGHT WITH U/G VAULT TO BE RELOCATED. REUSE EXISTING FIXTURE. ® WOOD AND CONCRETE PARK BENCHES TO BE RELOCATED. PLANKS MAYBE REUSED IF UNDAMAGED AT CONTRACTORS OPTION OR REPLACE WITH SIMILAR. SEE PLATES L-2 THROUGH L-10 FOR NEW LOCATIONS. 99 WOOD AND CONCRETE PICNIC TABLES. PLANKS MAYBE REUSED IF UNDAMAGED AT CONTRACTORS OPTION OR REPLACE WITH SIMILAR. SEE PLATES L-2 THROUGH L-10 FOR NEW LOCATIONS. ® EXISTING STORM INTERCEPTOR CATCH BASINS. 1 , RELOCATE BARBEOUE STANDS TO NEW LOCATIONS ADJACENT TO NEW PICNIC TABLE LOCATIONS AS SHOWN ON LANDSCAPE PLANS. ® NO PARKING SIGNS TO BE REMOVED AND RETURNED TO COR. ® YIELD SIGN TO BE RELOCATED BETWEEN FOOT OF LEVEE AND ROAD. LIGHTING VAULT - PROTECT. ® WATER VALVE BOX/CASE - PROTECT. ® FIRE HYDRANT - PROTECT. EtlEXISTING TREE TO BE REMOVED, TYP. �Z C-9 C-I C-3 C-5 C-T C-8 C-2 C-4 C-6 KEY PLAN NO SCALE 30' 15' 0 30, 60' I" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS DEMOLITION PLAN I RENTON WASHINGTO sIu INvrt�twx w. me No. DATE rare D B-99-001T E-19-1-TO 98DEC03 C-1 0— BRB c.. %I.T 9 4 1 3 1 2 4 2 REVISIONS DESCRIPTION . ..... ....... ........ .. . . .......... .. --SAN,, �24 DI �14C ---c 4,Dl— .....-------- . a FTRO 27.'.RCP METRO 27RCP SAN SAN A %J AR F" 61, PC B "N 141, PC aip 81, PC (DOUBLE TRUNK) in 12" AF PC 10" PC A% I Q PC 6" TRPL PC 7 16" AF 24" SB ell cc 14" PC 00 16" AFJ A,; 13" PC 7- PC �71 III, P 4 PC 16" PA (2) .... . ....... . . ..... .... . SAN- 12" AF (2) 5" CP 5" AF 14" PC P111, PC-1 C (2) 7 II" PC 6" LW 8 81, CP 5" CP A 21 Mil NOTES: A I FOR FLAGGED NOTES LEGEND SEE PLATE C-i. 2. SEE REFERENCE DRAWINGS R-I THROUGH R-8 _7 FOR LOCATION OF EXISTING IRRIGATION IN PARK. ul:_. SEE IRRIGATION SPECIFICATIONS FOR REOUIREMENTS AS PART OF THIS PROJECT FOR 12 PC 24" PA 15" AF 5 k :J2 PC12 ftAft w-w Ell, PC 3. REMOVE EXISTING BOAT LAUNCH RAMP PAVERS .j. AT NORTH END OF THIS PLATE. REPLACE WITH NEW PAVERS, SEE DETAILS ON PLATE C-47 CLEARING LIMIT REMOVE PCC BOAT S--Z K: N (i LAUNCH PAVERS SALVAGE 'AMILE MARKERS. O - - _- -- ------- RESET AT NEW LOCATION ALONG REALIGNED TRAIL (TYP 1 OF 4 LOCATIONS) SEE DEATIL ON PLATE- C-46 --J: QL: Q)I -,WC E Q A R RIVER : Lj_j: --J: I c ur c 0 Li . . .... ... ....... u .... ...... . DATE AND TIME PLOTTED: 10-DEC-1998 08:52 DESIGN FILE: I:OdesignsOcrfcOCIVOcrfcclbc.dgn 4 3 -------- --- C6, QNNn ICD '7 c- Lu Co : --i I cj_ 0 Z_ C-1 C-3 C-5 C-7 I I I I =rfl-I C-2 C-4 C-6 L/r!!x/ ni A►l 30' 15' 0 30, 60, _ = zr I I IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WA511INGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS DEMOLITION PLAN If RENTON WASHINGTO SIZE Fl DATL RAZE D U ND.E-19-1-70 98DEC03 C-2 I I Is- BRB JL T 10 4 3 2 REVISIONS DESCRIPTION B C ��. 10" PC r i 18 PC 1 I I 1 1 ..._ ,...✓ �._,- _ .. �....::�•^�-� _. _ „-x Win......`. �' 1 REMOVE GAZEBO ! V I I �Q Q- O 1 I W' i a �a ,, .. ,._ •� 0I'URT PROPERTY LINE � — � a�a a� aaYa— s�+ce..11lll a,• � � � � - .- '�' --- aa�i— a� yl las• .�- � c � a>• � aaas '� aa� i 1 cr, i 5 a� — � — aa� — � — aa� — aa� — � — aa>•— � — a� — � — aa� _ aaa+ � �k�,l-- M.0 IDATE AND TIME PLOTTED: 10-DEC-1998 08:57 DESIGN FII_E: I:O des igns0crfc0ClV0crfcclbd.dgn 4 /CEDAR RIVER CLEARING LIMITS \ -¢� / I a- 1 � 6PVC I k AIRPORT A505 WEATHER/CO MUNICATIONS/ / Ii g ; RADIO EQUIPMENT PROTEC a I k � � u 1 - 1 I In Li, u \ m 14.3 I 3 2 NOTES: I FOR FLAGGED NOTES LEGEND SEE PLATE C-1 2. 1" CLAY PAVERS TO BE SALVAGED AND RELOCATED AS SHOWN ON PLATE L-11 OR REPLACED WITH NEW PAVER APPROVED BY COR. �Z C-9 C-I C-3 C-5 C-7 C-8 C-2 C-4 C-6 KEY PLAN NO SCALE 30, IS' 0 30' 60' I" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHWGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS DEMOLITION PLAN III RENTON WASHINGTO SIZE —TATIN w. ME W. IA-PLATED D B 99-0017 E-19-1-70 98DEC03 C-3 oscr'. BRB Icla. —T II 4 3 A REVISIONS DESCRIPTION A B I i I N NOTES: 1. FOR FLAGGED NOTES LEGEND SEE PLATE C-I . _-mow 1 12" PC Q•4 - u ` IO" PCSAN i v 6" AR 14 ^- 9" AR 13' P I a , 9" PC C� S" PC 3" AF i REMOVE 45 LF OF ; �I n' ABANDONED PIPE WITHIN CLEARING LIMITS ; Q PLUG ENDS. 3 OI 1 CID I �Z I� J 1 CLEARING LIMITS SQ fZ C-9 C-1 C-3 C-5 C-7 C-2 C-4 -h -r CHAIN LINK FENCE TO 7 _ m o BE RELOCATED AS SHOWN�3 OIIMIPL-ANS-- — low —7ftiamm �('AiFi BE RELOCATED v a o JIq _ j 2 u;t- zm S SHOW t9'� .O ~ /� ^ �S:r ifinl� I r O (D I 6 PyC �;'-,�� A N•-RLAW — ^�^q.Z,a -�W O+-. p qI�F� ¢1/p �: �,,.,,a /nW� I\ ONZ[nW3 v 'Iv - _ u~'n2m . ...... 4 ^ Z D u 1 _...__-- �� •_ PVC CDC , I s•PVc r i I HI I r 6'PVC P j N N -f Q,r „r. vv ~'Zmrj NN 1�j 14_6,Pvc m,�0 ��-, '9 ....,....,a •...t'C �- 'P �NMN NW�^ ulr_,Z�pp 6P _ _,....-......, ti,a 2:n w0 -..r ;aa ^T Iri 3 LL: N c alo�i 2 ..,....... �v �o CD _ 6,PVC 4'PVC 3 1 1 I I I DATE AND TIME PLOTTED: 10-DEC-1998 09:16 DESIGN FILE: I:OdesignsOcrfcOCIVOcrfcclbe.dgn 4 3 2 CAL 1I PC y``,.. M,.., 5„ A 8" PC� 5 I1" AF �7 _ q. GB 10 PC 9" PC 12" pC� 9" AR �` ti._ A 2 SP' D 2 6" GB 15'AFS4N u - 18" PC 3' SP v AF 4" AF 12„ P 4" GB I 7 12„ PC 91, PC „ PTJ ` — 56., AC 14" PC \ 9 AF _. I ' ; REMOVE } 10 LF OF 6 GB ABANDONEd ,PIPE \ M1 14" PC i 5 _ ... �z b'L ARING LIMITS 12" ;AR 6' PC-7" PLUG EN9: w► ' 8 �� .� 10" PC 2' 1 T was 18 AR-:x 4z REMOVE 65 ABANDONED PPE F� CLEARING LIMITS I __._T-----WITHIN CLEARING PLUG ENDS. IMITS f''I W I Q � I O' 1 I LLJ ' I Z raj J' I•ju 1 1 1 I i I I 1 �0�00ti ^ P /C E D A R R IV E R — III — � _• N_,W3° NO SCALE 30' t5' Q 30' 60' I" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS DEMOLITION PLAN IV RENTON WASHINGTO SIZE—TITION W. FILE W. UM, PU,TE D B-99-0017 E-19-1-70 98DEC03 C-4 osrsL BRB I" .I SXEEr 12 4 3 2 REVISIONS SYMBOL 1 ZONE I OESCNIPTION DATE I BY A C i 1 0 p P IN :oo�� M I I } 1 8" PC ova 24 8" PA 10" PC (3) j C3 m -JAN - B" PA _ - gAN` - �F SAN i 1"- `. ■�' I sop 6" AR 1, Q ,' £> ! CL, 20"PC _ 12 P 6 i _ { 12" P -25 _, . 10" PC ( _a 70 12"SB 10" PA 1; 0, SB Q 20" PC 1 —RELOCATE POLE AND GUY WIRES `' `` '' ' ^,• ' TO PROVIDE &`HORIZONTAL CLRco FROM EDGE OF TRAIL. GUY WIRE CLEARING LIMITS F,'^ MAYBE ATTACHED TO TOP Of c FLOODWALL AS NECESSARY. REMOVE BLACKBERRY ch SEE PLATE C-37 FOR TRAIL ALIGNMENT. AREKN0A500ETHIS SF APPROX.) Ic �� J a, REMOVE ABANDONED £ PIPE WITHIN CLEARING LIMITS, PLUG ENDS a,? Q C E D A R R I V E R w EXISTING SHRUB AREA TO REMAIN, TYR. � 1 c¢n Z I 1 1 I I \ =!2 J •_ . CLEARING LIMITS ` ~ a -- CHAIN LINK F.6NCE-Y6 BE RELOCATED AS SHOWN ON•PLANS 7- 2 O D` M Ci 5_ NOTES: I. FOR FLAGGED NOTES LEGEND SEE PLATE _._ I C-2 C-4 C-6 ,,,■ _ � '. �,'w �._.mom� KEY PLAN �.. �—x --.X-X.--.X_'%_'x_. Z4'VC AP,AN i I I y 1 1 1 1 1 1 1 I 30' 15' 0 30' 60' I" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLr U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS DEMOLITION PLAN V DATE AND TIME PLOTTED: 10-DEC-1998 14:53 DESIGN FILE: I:OdesignsOcrfcOCIV6crfcclbf.dgn 4 ■ i r 9 RENTON WASHINGTO SIZE I -'AT" - 111E — DA16 PLATE D B-99-0017 E-19-1-70 98DEC03 C-5 DS— BRB c.. ISXEET 13 I 1 I I I 4 3 2 lII j • i, r A ooF zn- I 0 aF 'v - SAN 3 � .._ AF 4 -AF 4"-AF 4 - 1 `' 6'-PA t � 4r 0 8" AF 4"-AC ( 25 I D r fy I- r a c � a N N f` I e z �I I N I J W � ?U FENCE AND ACCESS -GATE TO BE REMOVED AtZ -REPLACED- x STEEL POST Q L_ jy EXISTINIG&- ...._AT4ON AFTER AND RBPLAC AD--R m - . , � LOCATIOSAf u r o m CHAIN LINK FENCE X w T,"eE RELOCATED w L _AS o %O 15 4 I KEYP D BE R M ----- -- ..- IN E S 24' RO R p 1 C ,o f CD DATE I t t-. 1 j \ DATE AND TIME PLOTTED: 10-DEC-1998 10:16 DESIGN FILE: I:OdesignsOcrfc4CIVOcrfcclbg.dgn 4 7 - _ t 8„ AR �8' AR PA REMOVE BLACKBERRIES ^° ` ND KNOTWEED THIS AREA 1 000 SF APRROX.) N 3 /C E D A R R IV E R .,r J; JI ... 4j ALIU NMLIN 1 tZ:,AMt AF'F'MUA. LOCATION) 2 REVISIONS DESCRIPTION i I 1 NOTES: I FOR FLAGGED NOTES LEGEND SEE PLATE C-1 . I I CLEARING LIMITS ; (I 1 Q I I O LQ I 1 I I ` C-1 C-3 C-5 C-7 - ' C-2 C-4 C-r> Nil _" ALF 30' 15' 0 30' 60' 1" - 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS DEMOLITION PLAN VI RENT ON WASHINGTO 51ZE 1—TATM W. i1LE NU. DATE RATE D B-99-0017 E-19-1-TO 98DEC03 C-6 oscH. BRB nw. S UT 14 4 3 2 REVISIONS SYMBOL I ZONE DESCRIPTION 0 ■ , U O 1 f , c [ a ! i '' a / NOTES: a� I FOR FLAGGED NOTES LEGEND SEE PLATE C1 . _., ) •` v, _t PROOR REMOVE/ '� RESET GAS LINE MO TECT N. \ 1 ;. 17 �� r If •I i 8—AR r r. 7" A R � r j 20„ i A 1� _ c 9"-AF 6'-AF600 ) F �^ AF low 't - ; o0 a , 2"-ARC 7 _......_ ^ n _ a ¢ 7"_PC(3) 14"-PA 6"-AR / ' i U — — ,— ,......�.__" of - ...... LLJ i �--AF 14s'iPA`N 4—ARM 7 .. 5�- Pq PARK SIGN ^� Q 14" PM )- TRAIL ' o --_ Y5 _- _ ry I5"-PA � �' ' RESET ALONGSIDE NEW b. .. ALIGNMENT (SAME APPROX. T10 ) LOCA 12"P M 12R—s ll Now loop L_. j,,.c� rlAl�ll-AR_�„r z .,., .._ .... ... - - - L� �, f .�....;,...• , ... J _ lzi II'''' hN CLEARING LIMITS glop ,I a :� .., SOS�Q C I C 3 C S 000 C 2 4 C 6 I� /C E D A R R lV E R tiA � r} Vtr� i ;-' - f\ \ r� 1� KEY PLAN CLEARING LIMITS NO SCALE J ARDRAIL = oola 6,C 4 !i° ; �. t BE REMOVED ..,�"- -r $ .I vvv.�� ..........�.. _ - - -r2 - _ _:�� !M scffi�„'y - wwi 14 co Lo-N 71 _. ko Q SEr. .�'a�'',� —.._� F• 1 CSAco a I ._ .....-.., ....., .. ._..-_.._ --__. __. /_��.,,. 4• �,Q R-°' nnrt.'(_Qa \\ •�!NOL N a ... - r .... a�•-__ ........ 't_:_.. ...- ' �'9 " X j Z O _ p T— J! FFF I - N P� ....-.. I ` `N\. �.y .. ....,.r....._._._ - 1 {) .. _..._.... _- --"-_. I._,to- :'� - ....�� ..-,f� m 2:N�. UZ �...3�d OJ �� fv�� Ili `P" / 3 t - _4 to .. k.-a-..�._ _, .r .. �) • '-- m rn i' 'dr-4`' I `_'o¢ % II ^^ ' (''� a, 30' 15' 0 30 60 C F-ter-.r / �F I� �Nr�riwW hgN ¢� 6C ' �u.l Ll J // ..-\�� - 30� IF SHEET IS LESS THAN 32" X 21" IT IS A y :....n 01 REDUCED PRINT, REDUCE SCALE ACCORDINGLY a , 1 ._ ill- Y,g _ - _ A . _ /` . , N ; U.S. ARMY ENGINEER DISTRICT, SEATTLE ..ry - _ .._. .._ 29'VC ABAN OFw N Irlcsr, ;l S ... i CORPS ENGINEERS _ 24'V� ABAN C SEATTLE, ASH f LOWER CONTROL - 6• -- _ LEVEES & FLOODWALLS , u _ 4 ` *' U � = CEDAR RIVER FLOOD 'v� !\'<.. RDEMOLITION PLAN VII co .. I RENTON WASHINGTO SIZE INVITATION NO. nlE NO. �IATE RATE DATE AND TIME PLOTTED: 10-DEC-1998 15:39 ( D B-99-0017 E-19-1-70 8DECO3 C-DESIGN FILE: i-Odesigns0erfcOcivOcrfcclDh.dgn �'oR: :�_o ° BRB �"� IS 4 3 2 4 3 2 C cl- *\\—CLEARING LIMITS Ld 0' LIMITS CLEARING too cr REVISIONS DESCRIPTION NOTES: 1. FOR FLAGGED NOTES LEGEND SEE PLATE C-1 ad Z— C-9 C-1 C-3 C-5 o C-7 -3 T. r C-A C-6 KEY PL/ NO SCALE 0) 11 '7 v 30' 15' 0 30' 60, 1- = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS DEMOLITION PLAN V111 DATE AND TIME PLOTTED: 10-DEC-1998 15:36 DESIGN FILE: i:OdesignsOcrfcOcivOcrfccibi.dgn 4 2 RENTON WASHINGTO SIZE - - - - 7' FILE --FIATDATE:"ITATIN D I B-99-0017 E- 19-1-70 98DEC03 C-8 �T' O� BRB c.. 16 q 3 2 REVISIONS SYMBOL ZONE DESCRIPTION DATE E 4,1l � � 2 �y �• (�N�� 0'. 5 5Q Fv °Q G OQ h p� Q�P\� pQ ITS —_—� '' Q A Now _ — — 1 — own go ° _ 1 o ° ° o 4) Q V� ° 0 --- � ��' ,Po �� • oQ `' Q V 01, 0 ° ° °Q C) 2 \� p�. 1° F �o \ . 9° 1° 45- 10-0 LL B I �pQ OQ t P� ppom mow z .,.00 � r , o \`\ i '�°Q., °e goo _ — _ CLEARING LIMITS 0° ��0.2� W _ ' h' � �' � 2 � �P Q • sowy �� , p5• J� I y2 5 �o r F) 0• Jp Jp JY \6 & \ b REMOV EXI TING CURS c 5� G c°�� p �� l �Z C-9 PR AL O VIDE G PPGRY BARRIER 5 ur 2 Q c pQ C-I C-3 C-5 C-T o m N r h� pQ c B REMOVE EXISTING,, PCC SIDEWALK �° C-2 C-4 C-6 WHERE BERM CROSSES KEY PLAN O! NO Sf Al I i (V��a /y \ Fi ` \. o p�• \ o pP i 30, 15, 0 30, 60' 1" 30' Lames C IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON NOTES: LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS 1. FOR FLAGGED NOTES LEGEND SEE PLATE C-1 DEMOLITION PLAN IX RENTON WASHINGTON SIIF INVITATION NO, 10.E NA um PLATE DATE AND TIME PLOTTED: 10-DEC-1998 15:43 °er D B-99-OOIT E-19-I-70 98DEC03 C-9 DESIGN FILE: i:OdesignsOcrfcOciv0crfcclbj.dgn M�o:'....b uscN. ORO nN:. T 17 N 4 3 2 REVISIONS SYMBOL ZONE DESCRIPTION DATE BY LEVEE P.I. 2 INSTALL TIDEFLEX DUCK BILL NORTH _ A �Y185,196.70LEVEE '� C-40 N 185,425.90 CEDAR RIVER E 1,298,636.73 FLOW LEVEE SHOULDER '(LEVEE LEVEE P.I. 3 TYPE 111, PLATE .C-40) N m 2 FLAP VALVE. MODIFY PIPE END TOENSURE /PROPER INSTALLATION OF VALVE. P.I. 4 E— (� LEVEE 8 1828 BOEINC{i BRIDGE'S a0 9 N + p °'gym ALFPORT PROP LIN LEVEE FOOTPRINT E 1 ,298,686.82 + i W ^ C.SI N 184,905.38 E 1,298,748.38 75 E I ,298,768.60 Lu START OF UEVEr, P.I. I Q Q _ Q - _ _. . _ ,-. - ., - ' "5 _ - - — - Jl_w = - __._:.. -- ----- Q--------------- ------ ----------- ----- N 165.5:54 -`- - --- ._ J .1 E 1 i �- - ,298,g09.50 r, dD � I • MATCH EXISTING BGtADE ROAD P.I. 1- „ ; GRADE SHALLOW DRAINAGE N 185.552.23 22' a d R 80' E 1 ,298,5c85.71'g. 0" Eo S LOPE TO TOP OF CATCH BASIN -- _ s ROAD P.C. T d'• s _ __. CL AIRPORT ROAD (REALIGNED) 6 GRADE AINAGE LLOW 120P--.. - Gr S SWALE TOAENSURE RCONTIINUO m/o ' OAD P.C. is EN JOINT p oz�6 ROAD P.I. 6 m- c-= 10 SLOPE TO TOP OF CATCH BA i 2 B1 d^ i Y 85 . 506 .78. ., z r, _ "=- a �' . „N -• E 1 ,298.582 .56 m.`o 6 6 — �. r ° p ROAD P.I. 4 MATCH EXISING: GRADE ROAD P. I. 5 , R D P. T. rr METRO 24" SS SIPHON - i n N 184 766.75 N I t54, .� el PROTECT d Est .298 , 740 .80 E I .298 , 7J6 .75 0 co CR iv c� _ uco ROAD P.T. ; . / .:..._. N ..� ._. 9 � 37 N 9 ... ;r � N ca ... _ 12.OPEN JDINT Z -._._ __..1 11 0+ + ,....,..- r Oi�N m - Z a • PLAN 30, 15' Q 30' 60, p co I" = 30 >C SCALE: 1" 30' D N w U J J TOP OF LEVEE w 24 o o m41 20 z O IS > w 15" EXIST NG CMR STORM DRA114 w 10 5 -- - 0 METRO 24" EXISTING SS SIPHON 0 0 0 STATION 0 0 0 0 0 0 0 0 0 0 0 0 0 OD + +— N M Q u w r` IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY PROFILE U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS HORIZONTAL SCALE: I" = 30' SEATTLE, WASHING70N VERTICAL SCALE: I" = 6' LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS JE� LEFT BANK PLAN & PROFILE STATION 0+00 TO 8+00 KEY PLAN RENTON WASHINGTON NO SCALE S,u INVIT�TIOM ,q. FLLE NO. MTE. cure DATE AND TIME PLOTTED: II-DEC-1998 11:28 co...,,,4. D B-99-00 E-19-I-70 98DEC03 C-10 DESIGN FILE: I: Odes ignsOcrfcOCIVOCRFCCLLA.dgn PWN °"• BRB 18 REVISIONS SYMBOL ZONE DESCRIPTION DATE BY FLOW CEDAR RIVER V JAI z LQti i LEVEE P.I. 6 gym/ LEVEE P.I. 7 ' AIRPORT PROP LINE _ _........ N LEVEE SHOULDER (LEVEE TYPE III, PLATE C-40) E - 184,513.20 L¢p' LEVEE FOOTPRINT, SEE I ,298,833.32 C-40 oZ, PLATE rmur - Q 2� F MDP N 184,227.82 E I ,298,897.38 \ _ -_ - --_.. - - ,. - - — .......... ... y______ _____ J .___.......� �.... ... _'•*•e4.Y _emu."... ��._., .:._ :.::..-... -,....__.:-_t.�-. ..__ ._ __ -.._ - + Q _ _ _ _ _ _ _ _ _ ". ' �,..o.�,�•-.», _ - ..._,. r- arse as >._..•�- _ _ _ _ _ _ _ � � � _ _ _ _ _ _ _�� _�.. _ ..... _... _ ------ CD_ Q, m x} r n • 6 6 6, „ _......_... , cp 6 L S GRADE SHALLOW DRAINAGE SWALE GRADE R AKLINE -, GRADE SHAL-OW AINAGE WALE C-B TYPE I, TOP EL I8.0 RADE SHALLOW DRAINAGE SWALEE 6 6 TO �f�S11RF; G0NT4NI l0LLS_5L00FS;IA g — TO -ENSURE CONTINUOUS SL PE TO v I I I W 15.7 N 184, 97.76 a TO ENSURE CONTINUOUS SLOPE d V - 6 6 TOP�OF CATCH B IN e m N m e e TOP Of CATCH BASIN N N N N 6 6 TOP OF CAT BASIN Lu ._ .... a 11156 a yyQ - 6 6• N...�W ins O ,..,.._.. O' w d� Z 0. •�, !� z " O a ~mm - co 6 �'YQ��,.) IJJ Q^ W , c / l� ! 6 '\ i a Z co 0el. �. i J � y r. � � 6 � T ~ 2` PLAN 30' 15' 0 30' 60, a 1- = 30' a SCALE: 1" = 30' 30 0 + _ +co , — FL w d N 25 OP OF LEVEE----_IEY 0.16% z 0 ~ 20 ---------- ----- - ----- -c-- - - -- ---- - -- - -- — - ---- - — - ---- -- - - - - - --- ----- ---------- ---------- --- - -- - -- - - - - -- w J W EXISTING GROUND SURFACE 15 S ORM RAIN STORM DRAIN - 10 STATION o 0 0 0 0 0 0 0 0 0 OD Q N M Q Ml (O r'- IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY SEATTLE PROFILE CORPS OF ENGINEERST, HORIZONTAL SCALE: 1" = 30' SEATTLE, WASHINGTOJ VERTICAL SCALE: I" = 6' LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK PLAN & PROFILE STATION 8+00 TO 17+00 RENTON WASHINGTON KEY PLAN �I>E ifNIT1TI0M N0. FiLE ND. MIE, RATE DATE AND TIME PLOTTED: II-DEC-1998 11:36 _ e,�•n:..• NO SCALE D 8-99-0017 E-19-1-70 98DEC03 C-II DESIGN FILE: I:OdesignsOcrfcOCIVOCRFCCLLB.dgn a I —. PwN 011• SRB —T 19 REVISIONS NOTES: SYMBOL ZONE DESCRIPTION DATE BY I. AIRPORT ASOS WEATHER/COMMUNICATIONS/ RADIO EOUIPMENT - PROTECT. 2. CONTRACTOR SHALL CLOSELY COORDINATE WITH COE FIELD REPRESENTATIVE WHEN LOCATING FLOODWALL BEHIND SMALL PLANE HANGARS TO ENSURE ADEQUATE TAXIWAY CLEARANCE FOR PLANES ACCESSING HANGARS. REPAIR PIPE END TO ALLOW - ----- PROPER INSTALLATION OF - FLOW CEDAR RIVER TIDEFLEX DUCK BILL FLAP VALVE (TIDEFLEX VALVE WILL FLOODWALL P.I. 2 EXTEND PIPE END AND Fl00DWALL P.I. 3 BE FURNISHED BY GOVERNMENT INSTALL TIDEFLEX DUCK N 183,323:33 N 183,224.44 CONTRACTOR INSTALL) C-40 m z LEVEE P.I. 9 FLOODWALL — P.I. I _ _....._.. z FLOODWALL, PLATE E 9 35 BILL FLAP VALVE 1 2 9 1 SEE W S-3 + E I 299,157.62 + SEEN0 T E 2 �+ ; + b ' EVEE FOOTPRINT 2!a N 183,680.38 N N 183,511.70 O O p a, E 1,299,032.22 O ++ \ E 1 ;299,083.22 _. p _ Ga ' � 183.137.5 � uJ to III) U 6� 6 E" .2 9. 6 .68 In OD -- 'LEVEE I tJ3� W SNOULDEFI'it I TYPE III, PLAT I a f ❑ I� r a /� m,O ys _ VC{J_../ P W - — ' •... 6 0 -. .........: m. Q� �3W^mo ®mom i .....'11 CL LEVEE P.I. GRAd-SHALLOW DR�I NAGE SCALE 6„ \,\ m�ti SEE NOTE I a �.zZ.�e ow .. �N ?m ¢? `�;_ I ./Pi ^. ;' "-'T' - sN d SMALL P LANE HANGAR _ I ' , N ,E I 3,841 93 TO ENSURE CONTINUAl1S SLOPE TO 1,2 86.42 TOP OF CATCH BASIN a _ a 6 ml $ O 3� c3 p VC i ! 6 ....._. ., m I w Z6"P w ^�h _ _.. J LR 6 PVC _. �1 F U `'---' a EXISTING NO RGROUNIrANTENNA m 6 PVC co. F- ^, cj 6 P VC u H �OCD -APPROX. I' BE OW EXISTING GRADE V'^ 4'PVC Q n ^�N of I 6r 3 �• a nF^o< 4 "�.... SMALL PLANE HANGARS S 6PVC 6 t 1...., I a 1 h 4, a 6 rL 6 o_.._ U , i , 6 En 6 m 30' 15' 0 30' 60' PLAN 1" = 30' J a SCALE: I" = 30' 3 0 N � � TOE i-f LEVEE-,w Z 0.1 % OR OF FLOOD ALL 16`/. J 25 'IN: L VEE S OESLO E, PR TECT ITN z 0 - LASS RIPRA . SEE PLATE C-40 LEVEE '- LOODW CL IN ERSEC ION". a 20 -- - --- --- ----- -- -- - - _ - - EXIS ING GROUND URFAC 15 o x 12" -E ISTIN CONCRETE 6„ E ISTIN CPfP 12" EXISTING CONC TE 12" XISTIN CONCRETE 4_ + S-TOR DRAT STO MWATE STOR DRAI STOR DRAT 6 - Mo ~ OUTFALLS 10 > cO 0 0 0 0 0 0 0 0 0 0 0 0 STATION CO T N N N N N N N IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY PROFILE U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS HORIZONTAL SCALE: 1" = 30' �'W� SEATTLE, WASHINGTON VERTICAL SCALE: I" = 6' LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK PLAN & PROFILE STATION 17+00 TO 26+00 RENTON WASHINGTON KEYPLAN =� NnY.rioN No i,LE N°. �. E ruTE DATE AND TIME PLOTTED: II -DEC -1998 13:41 DESIGN FILE! I:Odes ignsOcrfc0ClV4crfccllc.dgn p,,,o„ , NO SCALE o._..�..,. D 8-99-0017 E-19-1-70 98DEC03 C-12 °$GN• PWN O1^°• PWN WET 20 REVISIONS SYMBOL ZONE DESCRIPTION DATE BY Nam .. _.._ _ --- --- w1 CEDAR RIVER V FLOODWALL P.I 5 0^ !FLOW LJJ N 182,947.07 E 1 ,299,227.91 ROAD P. I. 6 zw a o �z FLOODWALL P.I. 7 :� N E 182,287.62 1 0 �'loz J FLOODWALL SEE N N FLOODWALL P.I. 6 N 182,681 .06 v ,299,352.07 PLATE S-3 v Co N 182,769.59 E 1299,265,3 EMBED SHEETPILE IN LEVEE � Q } p + ROAD P.I. 3 i E 1,299,270.89 r O E 1299,237.73,, O TO EDGE OF ROADWAY LEVEE FOOTPRINT _.._ R P.C. m !-— w i . ROAD P.C. W,..... T - map ..... k - -- -- -" _ - ---------- - {- _ m a.,_ ,:I O. _ C]-- c []._.__.. �, JR -- -- - - 200© O 6 ROAD P. T. 6 N N , • ROT T C8 -:-. _.. ROAD P.T. 46WD ' RORD-P T. N Q ROAD P.T. �� 6 '0 3 �X�X --6 _ w --__----'6 -CL & LEVEE (TYPV_ 11, PLATE C-40),_- ROAD P.T. SEE PLATEC-45 FOR PAVEMENT --- -------- -= -- --- '----- - - - - - o ROAD P.C. R 100' -------- �Z m u, o x�x x— - Manx tKIG z z�� = =�= x—X-x—z—z—x—z—z -------r x—x—x—x—x—x—x—x•�-x---x—x—x—x� - - - - - - - - - s� <. N^ I 6 } ROAD P.I. f- -x ti m ROAD P. I. 3 x—x— x x� x-x—z—#z x �-x—x� x—x x—. —fOA6 y�x x �ol z� R 60' N 182 c / 2 906. N 182,758.43 906.41 '� ROAD P.I.4 0 ' 6 C' Pzl 7x 810 E 118 E 1 299,253.91 N 182,697.29 RELOCATED FENC CO ATION `- ( ` N 18 ,161 2 -1 6 6^ E 1 ,299,249.61 6 C-40 - ...... r-. ..._... E. I .29,R, 7 LL] , 24 N OADY PABA J ' ROAD P.C. NEW GATE LOCATIpN 6 u ABODONED%ROAD 6 %" ASS ROSE U D u r ^ ; ROAD P.I. I ' E 1,299,150.14 ��(n ul ia'�� N 0 pJ W �� l PLAN J O a 30: SCALE: 1" = 30' 30' l5' Q 30' 60' 1" 30' 0 M r� W d+ pp M M N WN p J d J W lL > W 30 > a TT OF AD & LEVEE 0.59° T P OF LOOD ALL M 0 217. __ 25 AMP, Z GRADE (MA ), -50 FT Z .C.'S. SEE PL TE C- 5 FOR )ETAIL 0 --- - -- -- _-- ----- a---- ----- ---------- -- ----- --- - --- uj __.. _.. w __. EXISTING GROUND URFA..E x(v. W EX STING FIBER PTICS CABLE (CONT ACTOR TO 15 12" EXISTING CON RETE TORM �� PL TE C- _ DRAIN IINV RT NOT FOUND) _ ui 7 " EXISTING C NCRET STORA ORAL 1 do EWER ABANDONED) - 10 Q� J :0 W STATION o 0 0 0 o po 0 0 O (p OD (T O N M M M M F SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE PROFILE ---F- CORPS OF ENGINEERS SEATTLE, WASHINGTON HORIZONTAL SCALE: I" = 30' LOWER CEDAR RIVER FLOOD CONTROL VERTICAL SCALE: I" = 6' LEVEES & FLOODWALLS LEFT BANK PLAN & PROFILE STATION 26+00 TO 35+20 RENTON WASHINGTON KEYPLAN SI IMYITATIO,I W. ,wE w• °ATE, RATE DATE AND TIME PLOTTED: 16-DEC-1998 I1:25 �,�•u::.::... NO SCALE D B-99-0017 E-19-1-70 98DEC03 C-13 DESIGN FILE: I:Adesi9nsOcrfcOcivOcrfcclld.dgn I ° PWN C11• BRB T 21 REVISIONS SYMBOL ZONE DESCRIPTION DATE a *ur V INSTALL TIDEFLEX DUCK ROAD P.I. 9 SOUTH 3E I FLOW CEDAR RIVER FLOODWALL P.I. 8 BILL FLAP VALVE N 199L2FLOODWA BOEING BRIDGE P GRADE SHALLOW DRAINAGE N 182,135.27 ? E 1,299ALL P.I.10 SWALE TO ENSURE CONTINUOUS E I ,299,401 .50 1 ,988 .17 o v, SLOPE TO TOP OF CATCH BASIN 9,449.1 I -- 2l ' ROAD P.C.SOCIYH BOEING GRADE SHALLOW DRAINAGEFLOODWALL BRIDGE P.I. 2 ¢ P.I. 14 FLOODWALL P.I. 9 FLOODWALL P.I, II z� SOUTH BOEING SWALE TO ENSURE CONTINUOUS uN N 181,732 1 62 , 1 09.62 IN 181 ,877,23 ;� BRIDGE P.1, 1 .7SLOPE TO TOP OF CATCH BASIN E I ,299,497.77 a N 181.310.15 E 1 99,420'.2P-� I ,299, 7 .83 E I ,299 471-IS -' N FLOODWALL, FLOODWALL P1. 13LEVEE ,299,601 .69 SEEW FOOTPRIIFTE W / CHAIN Lt W O- •, +O E I ,299,550.84 PLATE S-3+OFLOODWALL SEE Cn S FENCE + RIVER ACCESS. O O -- _ Q PLATE S-3 i RIVER ACCESS SEE OTf CD SEE NOTE 2 _O C:)--- o u _ _ R NO' o _ C-B TYPE 1, TOP EL I -} - - - - z - - FLOODWALL P.I. 12 IE 7. I W R 200' - - 22' ROAD- .C. - _ CIO) o /- -N 121 ,684 ,62 N I _ -' U ROAD P. T. --- .Fa, - _.. STEEL POLE ALL PLA E S-2 _51 � _ PLATE S-2 E I 29 _ �' - 0 a ROAD _ y A 20a YP AD 6 - l a i ' N` X B CO m U v BLDC q 9 OX. ROAD P. ,i, . I. I I N I 19. 4`FM �Q 'ti Lo,: �� D m /� (N� •ter• C �� I i i / N . . P.1. ROAD Pi E 1 9. T z A 8 mo a n- . _ ,299,456. - u„�2Q__ �- _ _ 24'uC Q _ ...- N a 182 , 119 .22 __ _. - 24' �� ci 24NC ABA _ --- _ ' ABAN SS J -E k,299,39723 3 r .- a'v I �- G DE SHAL ROAD P.I. 10 �, 1 r � _ Y d DR N 181 ,872 .17 T ENSURE 0 TINUOUS E 1299, 4 4 3 _04. r s t: 0 -__ _ L - _ O LJJ SWALLE TOAEN EDRCON'TINUOUS. Y PEA TO T P OF - o . TCH SLOPE TO TOP OF CATCH BASIN �. a --tip /-. 77 _. + F I _Z C BAST \' J_�-. o _ __ o —__ i _1-� T- J C B TYPE 1. TOP EL 19.5 m 5. I 29,9I401 1351__- _.._ ... Blast > _ ; a H enc Fence' , Q p _..Lo Q J _�Z PLAN 30' 15' 0 30' 60, 0 a 0 a I' = 30' o o SCALE: 1" = 30' _0+ o W o 35 z M ti M d+ CL o SE SURE PLAT STRUCTURE, S-1 rn M cc + 0 u a _ N + .0 _ o+ C, TOP F FL DWAL m TOP OF FLOODWALL W M - N > 30 59% -- --- 25 - - EXTINGROUN SURFACE EW RO D ELE ATION MATC - --- - --- TEEL . LIDE TES,. _ __ " - f BOTTOM OF CL SURE TRUC URE - LATE -1 ----------- /_ --------------- - ---------- ----- ---- ---- ---------- 20 - PLATE S- NG GROUND O O SURFACE E E ISTING CONCRETE O 1 EXI ING CAP ST RM DR IN EXISTING CONC ETE S ORM DRAIN_ 15 I EXI TING C NCRET STORM DRAIN IO z 0 0 0 0 0 0 G N N N N 0 N 0 N O O + W + + + + + + Q + v +I c + V -IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY STATION U.S. ARMY ENGINEER DISTRICT, SEATTLE NOTES: CORPS OF ENGINEERS SEATTLE, WASHINGTON I. ROADWAY FROM STA 35+10 THROUGH 38+00 TO BE GRADED TO WEST AT 2% TO DIRECT RUNOFF PROFILE LOWER CEDAR RIVER FLOOD CONTROL TO LANDWARD SIDE OF LEVEE. LEVEES & FLOODWALLS 2. RIVER ACCESS POINTS TO SERVE AS FUTURE HORIZONTAL SCALE: 1" = 30' LEFT BANK PLAN & PROFILE MAINTENANCE DREDGE ACCESS POINTS. TO BE GRADED VERTICAL SCALE: I" = 6' STATION 35+20 TO 44+00 AND HARDENED TO FACILITATE MAINTENANCE EOUIPMENT ACCESS. RENTON WASHINGTON KEYPLAN sly x ITAiION No. iI E Ro. TEDATE AND TIME PLOTTED: II-DEC-1998 14:27 n SCALEDESIGN D B-99-0017 E-19-I-70 9DEC03 C-I4 PT8 FILE: I: Odes ignsOcr fcOC I VOcrfccl l e. dgn •NO o---....., I,— PWN °•• BRB 22 4 3 2 REVISIONS SYMBOL I ZONE DESCRIPTION A Q ' GRADE _..._....._. ENSURE OF CAT D l f .._.l y ... e lj a W . i CFI Z o N U , J iz B a 0 S 35 30 25 W Z O H........ -------------- a >_---_ w 20 _._�. " 0 a 15 0 a w r 10 a 0 STATION p v v 0 v v FLOODWALL P.I. I! N 181,065.00 E 1,299,659.92 .. FLOODWALL P.I. 17 FLOW CEDAR RIVER n -D Zvi 2:^ Cl nnnwAl I D I IC �. ,....... PLAN 30' 15' 0 30' 60' SCALE: I" = 30' 1" = 30' 0 0 0 0 v v v v v v c v PROFILE HORIZONAL SCALE: I" = 30' VERTICAL SCALE: I" = 6' DATE AND TIME PLOTTED: II-DEC-1996 14:37 DESIGN FILE: I: Odes ignsOcr fcOC I VACRFCCLLF. dgn 4 3 - "" MATC NE O PLATE C-16 . tcol , I 0 0 0 v Q 0 Ot O IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK PLAN & PROFILE STATION 44+00 TO 51+00 RENTON WASHINGTON KEY PLAN SIEE INVITATION NO. FILE w. OAT' RATE NO SCALE D B-99-0017 E-19-1-70 98DEC03 C-15 Pi N °'". ORB sNEEr 23 SYMBOL ZONE DESCRIPTION DATE BY - Cy 25 _ 7.0 _.....— ��_ y.s— ..... _._ __ _ lq �_ ._:•._ -`_ ^ 1 is _a ti. : _ �, _ ' CEDAR RIVER LEVEE P.I. 10 MATCH EXISTING GRADE LEVEE FOOTPRINT `^..._ FLOW N 180,283.01 INSTALL TIDEFLEX DUCK E I 300, 139 �. �rT N X �• �� _ " .43 BILL FLAP YQLYE o R, y TELEPHONE POLE. ATTACH GUY WIRES TO TOP OF FLOODWALL P.1. 20 N 180,352.08 Q - + p -. FLOODWALL P.I. IB Mq T C B TYPE I, TOP EL 20.0 IE E 17.4 IE W 17.5 FLOODWALL AS SHOWN ON PLATEC-43. E 1 300,077.24 -- � - ~� -'` --d • N 180,592.72 p _ - + — E 1,299,874.74LE ___ _ , . �'C�✓�FLOODWALL .44 .1 I P.I. 19 FLOODWALL, SEE S 3 00'' rQ Ui _._C3lr E I 299' I 25 W CD E _ �. lq -t� ^I -- - TPPE I, P U ER, (LEVEE — O t - .,..: SHO EC4 - O) \LEVEE P I. I I pPt p ..(T E I 6^ .3D0.2 • \ GRADE SHALLOW DRAUNAUL $WPLE -- TEN`�HR ONTINUOU-FLbWR:-:.... EETC� _ GRADE SHALLOW DRAINAGE SWALE CONTINUO - 'L > \ \ TOP OF QATCITBA - - TO ENSURE- TO g I vv. C vim/ _, H i - 30 _.. MTOr l.- l ,. + �/ .; :?➢/.>.ccft ;i..x,..... .......... P ~' �' .... /\ - _..O /^ ; ��•.- PLAN 30' 1- 30, 0 I' 30' w0. SCALE: 1" = 30' oa a Cr mti JJ J Q ~(D Q A J Q 3W 40 O O O. + w u1 > J • .... (� �.Z.. Z W. M 35 a > J W 0.15% TOP OF FL0 DWALL. w ----- mw w 0:21 TOP OF PCC CURB WALL 0,2 % 2H:IV LEVEE SIDES OPE - 30 -- PLAT C-40 w w EXIS 1NG GROUND URFAC EX STING 5ROUNJ SURF CE 20 w 12" XISTIN CON ETE TORM RAIN ° > a_ u 15 24" EXISTING DIP 0 0 0 0 0 SW OUTFACE 0 0 0 0 STATION + :n ur En :n uT OD rn u-) In uT IF SHEET IS LESS THAN 32" X 21" IT IS A PROFILE REDUCED PRINT, REDUCE SCALE ACCORDINGLY f� U.S. ARMY ENGINEER DISTRICT, SEATTLE HORIZONTAL SCALE: 1" = 30' CORPS OF ENGINEERS VERTICAL SCALE: I" = 6' SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK PLAN & PROFILE STATION 51+00 TO 59+00 KEY PLAN RENTON WASHINGTON NO SCALE vzE q TATION N0. nlE Np. OATE: %.1TE DATE AND TIME PLOTTED: II-DEC-1998 15:03 D B-99-0017 E-19-I-70 98DEC03 C-16 DESIGN FILE: I:OdesignsmcrfcOCIVOCRFCCLLG.dgn 2k:� I Ds PWN I °"- BRB �T 24 ii 4 3 REVISIONS DESCRIPTION A B C e ea n \ 40 35 z 0 a 30 w J w 25 WIIIIIII \ BERM P J . I N 180,032.7960 E I, 300.366._908.0-- N 179 901 7800 BERM P.I. 2 E 1,300,529.6300 N 180,012.0910 E 1 ,300G� ] 3 .0430 o- - cl) ...,... .. Ll r- O Ra � , per\\ 6'x ., `SEE NOTE 2 � R 20".. BERM P .1 . 3 N 179,910.31` I ,300,427.3470\, SEE NOTE 3 CEDAR RIVER FLOW EXISTING LANDSCAPE ROCKS/STATUES W W ... ...... ,. O ..... O A _ . -.-. r.'.. rt..............- - -- = � - ---- \LN - --- — P .1 . 6 -- PROFILE BELOW 10 " } 179,753.9990 E 1,300,717 80 AP OX A BERM FOOTPRINT. C 4 .BERM P . 1 5 N 179837.8180 1,300,616.1360 PLAN 30' 15' 0 30' 60' - Ln �a \ SCALE: 1" = 30' z oLA Ln w LA N J Q a x o F- �; Q M a ¢m V N cow V U J O zQ z� a w w P OF BERM 7--- STATION 0 0 0 0 0 0 0ID + + , + O� 0ID ID ID N W Q In In PROFILE HORIZONTAL SCALE: I" = 30' VERTICAL SCALE: I" = 6' NOTES: I. WHEN CONSTRUCTING LANDSCAPING BERM, CONTRACTOR SHALL TAKE UTMOST CARE TO PROTECT EXISTING SURFACE DRAINAGE AND LANDSCAPING FEATURES. THESE FEATURES SHALL BE REPLACED AT CONTRACTOR'S EXPENSE IF DAMAGED OR DESTROYED. 2. NEW CURB AT LOCATION OF EXISTING CURB. BUILD TO DESIGN ELEVATION SHOWN IN PROFILE. SEE PLATE C-47 FOR DETAIL. 3. FOR LANDSCAPE BERM/PATH CROSSING DETAIL, SEE PLATE C-45. IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK PLAN & PROFILE STATION 59+00 TO 65+40 I DATE AND TIME PLOTTED: 10-DEC-1998 10:47 . DESIGN FILE: I:OdesignsOcrfc4CIVOcrfccllh.dgn 4 r NO SCALE 2 RENTON WASHINGTOP 412E I INVITATION N0. FILE Np. DATE: RITE D B-99-0017 E-19-1-70 98DEC03 C-17 Ds PWN I— BRB —1 25 4 2 REVISIONS SYMBOL I ZONE DESCRIPTION A r - crass m CLEANOUT IE AT INTERSECTION �r WITH EXISTING PIPE INSTALL CO EAST OF EDGE OF ROAD) ALONG EXISTING LINE. SEE PLATE - _ C 49 FOR DETAIL .. . _ ... _ REALIGNED ROAD ;. FOOTPRINT ------------------- u� u BOTTOM OF SWALEG H ra a ' o" FLOW L Li ,.. _.._.... _ �. v r GRADE SHALLOW DRAINAGE SWALE TO I ENSURE CONTINUOUS (3% MAX)SLOPE TO TOP OF CATCH BASIN C-B, TYPE I, TOP EL - A m IB.0,1EE 16.1,1EW 16.2 C49 N 184,998.98 .._ �Nuo � E I ,298,641 .94 �^ GENERAL NOTES APPLICABLE TO PLATES C-I8 , C-19, C-20,C-2 1, C-22 C-23 C-49 I, ALL ASPECTS OF WORK INCLUDED IN THIS PROJECT SHALL BE GOVERNED BY AND IN COMPLIANCE WITH FEDERAL AVIATION ADMINISTRATION GUIDELINES AND REGULATIONS. 2. AIRPORT NAVIGATIONAL AID FIXTURE BASES, C ELECTRICAL HAND HOLES (NOT SHOWN), AND FIXED DRAINAGE AND UTILITY FEATURES SHALL BE PROTECTED WHERE ENCOUNTERED, UNLESS NOTED OTHERWISE. RE -CONTOUR SURFACE AROUND FIXTURES TO SLOPE AWAY FROM FIXTURE BASE AS SHOWN ON PLATE C-49 FOR LIGHT CAN FIXTURE. 3. AFTER RE -GRADING, GRASSED SAFETY AREAS SHALL BE SEEDED WITH WESTERN YARROW AND LUPIN SEED MIX. 4. ALL CONTOURS AND SPOT ELEVATIONS SHOWN ARE EXISTING AND APPROXIMATE. DATE AND TIME PLOTTED: 10-DEC-1998 10:49 DESIGN FILE: I:OdesignsOcrfcOCIVOcrfccili.dgn 4 �ddl JI NSW 5. WHEN GRADING GRASSED SAFETY AREAS, CONTRACTOR SHALL PROTECT ALL EXISTING AIRPORT SURFACE FEATURES. DAMAGED EQUIPMENT SHALL BE REPAIRED PLAN OR REPLACED AT CONTRACTOR'S EXPENSE. 6. GRASS SOD WITHIN REGRADED SAFETY AREAS SCALE: I" = 30' SHALL BE BELOW THE SURFACE OF ADJACENT PAVEMENT TO FACILITATE SHEET FLOW OF WATER ACROSS PAVEMENT ONTO GRASS. SEE PLATE M-3 FOR RUNWAY/TAXIWAY PAVEMENT AND GRASSED SAFETY AREA INTERFACE. 7. RIVER SEDIMENT ACCUMULATED ON GRASSED SAFETY AREAS DURING PREVIOUS HIGH WATER EVENTS SHALL BE REMOVED AND DISPOSED OF OFF SITE. 1 .. Dense Brush _ -T O , !m , o BOTTOM F SWALE U o � a1 FLOW LLi ' a CL 12.0 1N7 u c --- , r W Z EDGE OF RUNWAY � J F,F- 1,. , U GRADE SHALLOW DRAINAGE SWALE TO" / ENSURE CONTINUOUS (3% MAX) SLOPE Q TO TOP OF CATCH BASIN �rn _ 30' 15' p 30, 6.0' I" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK AIRPORT DRAINAGE IMPROVEMENTS I RENTON WASHINGTON SIEE IN UTION N0. FILE W. WE, RATE D B-99-0017 E-19-1-70 98DEC03 C-18 05- PWN Ern. BRB SHEET 26 4 NOTES: 3 0 REVISIONS DESCRIPTION C I. GRADE SHALLOW DRAINAGE SWALE TO ENSURE CONTINUOUS (3% MAX) SLOPE TO TOP OF CATCH BASIN. 2. THIS AREA CONTAINS 18 NDB RADIALS, 60'IN LENGTH APPROXIMATELY I' BELOW GROUND SURFACE. THIS AREA SHALL NOT BE DISTURBED DURING RE -GRADING ACTIVITIES. 3. EXISTING TAXIWAY PAVING TO BE REMOVED. REGRADE AREA AS SHOWN. 4. REMOVE EXISTING CATCH BASIN AND ASSOCIATED, 450 SLOPED ASPHALT PATCH. INSTALL 12" CONCRETE CONNECTOR PIPE TO JOIN EXISTING PIPE ENDS, THEN BACKFILL TO MATCH SURROUNDING GRADE. 5. ADD COLLAR TO ADJUST TOP OF EXISTING CATCH BASIN TO MATCH SURROUNDING GRADE_ REMOVE DAMAGED FLAPGATE. 6. ADD COLLAR TO ADJUST TOP OF EXISTING CATCH BASIN TO MATCH SURROUNDING GRADE. r r - _ CLEANOUT IE AT INTERSECTIO WITH EXISTING PIPE INSTALL CO EAST OF EDGE o OF ROAD ALONG EXISTING s LINE. SEE PLATE C-49 FOR DETAH,O - a r- J 7 A' fL O ) SEE NOT 3/, FLOW o� o0 W FL_O = m Z a 1 USE NOTE I (BOTTOM OF SWALE EE NOTE I Q :'INt GRADE BREAK --- ' ------_- GRADE BREAK DATE AND TIME PLOTTED: 10-DEC-1998 10:54 DESIGN FILE: I:4designsOcrfcOCIVOcrfccllj.dgn 4 P O z PLAN SIAI F: I„ - 70' r GRADE BREAK i ., r IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGL) U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL I" = 30' 30• 10 30' ho' LEVEES AND FLOODWALLS LEFT BANK AIRPORT DRAINAGE IMPROVEMENTS 11 RENTON WASHINGTO SIZE I—TATI011 N0. FILE N0. OxTE: PLATE D B-99-0017 E-19-1-70 98DEC03 C-1' PWN cnE. BRB snEEr 27 2 4 3 REVISIONS DESCRIPTION A B C ^ as: 71: , u �r^zy3 PVC m Yj m0 z nI co SEE NOTE I a Pry 2oQ- — i /'^ m^��ki f 6j'VC fir' ... ..-._. m�2 co'pIti - :�., UJw •o IN W..._`U.... o Kati y. F3 U ti 2 O /m�a z V>DO W C 1• •LFti o m•N j i .111011,,...._:6•PVCCIO GRADE AREA TO m; _ _ 1 -_. _ g.PyC.m DRAIN TO CB F " 2 6'P VAj �d d PONti FiJ � t)... ---i:, 6•PVC� ( ...._6 PVC c @ m P 4 PVC "PVC EDGE OF TAXIWAY 6 ,- PVC x L'i6'PVC o2 h o o mof + 3 ,a kin N mm cn^p I uiui ..:.-_ •-¢ti - Um O�ZZ�r,'s a- h� .. _ m��0��>W �t�2rn ^-�,..... .. .. . _._, _. z0� ,� 3 O i SEE NOTE 2 Lu J CL j a NOTES: i I EDGE OF RUNWAY — I. THIS AREA CONTAINS 18 NDB RADIALS, 60,IN LENGTH APPROXIMATELY I' BELOW GROUND SURFACE. THIS AREA SHALL NOT BE DISTUREBED DURING RE -GRADING ACTIVITIES. 2. GRADE AREAS SHOWN ON EACH SIDE OF GRADE BREAK TO ENSURE CONTINUOUS (3% MAX) SLOPE TO TOP OF EXISTING CATCH BASIN. DATE AND TIME PLOTTED: 10-DEC-1998 10:56 DESIGN FILE: I:OdesignsOcrfcOCIVOcrfccllk.dgn 4 _ EXISTING CATCH BASIN —' _.._._ 6PV ^m.... v � •. Vim_.. 1 ry _. ,» •�„� 22q ^•f CATCH EXISTING -- r,.,_• .." _„•-_ I BASIN EDGE OF TAXIWAY �t. SEE NOTE 2 m ^ GRADE BREAK m a u0 m f 0 �. C _,. J� 1 i EXIS ING CATC BASI PO ^ ^ SEE N E 2 1 Uti zZ � t In r ' °' ` SEE NOT 2 m ! 3 1 . C•. c m as EDGE OF RUNWAY &RENTnn, � .. 30' 15' 0 30' 60' PLAN 1" - 30' SCALE: I" = 30' O�a � 3 2 P P � N IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK AIRPORT DRAINAGE IMPROVEMENTS III RENTON WASHINGTOt SIlE INVITATION N0. FILE x0. DATE. RATE D B-99-0017 E-19-1-70 98DEC03 C-20 Ds PWN "" BRB ` 28 NEE .N C6.-7 r\ 4 m0^^tim r N u ' Lu J CL at a, ;btu ro cv/1\\\ _ J �0'� a; 12 GRADE BREAK SEE NOT 2 ]2`aPE m ` N JOINT my ems,_ 4 1 0 1 ZONE REVISIONS DESCRIPTION t ■ APPROXIMATE DELINEATION OF LANDWARD TOE OF LEVEE. BEGIN DING ED OE .-- A A LEVEE zmo ' Ft OW 4 x F, [,�,-- '4'VC ABAN f ----;- GRADE BREAK o ' f - 2 9AC ROADS MO ONPL VD SEED L AN LL I9 TEPE 1, TOP EDGE E 15.5 E W 15. \ v �o � APRON OF AIRCRAFT I N 4 m A�� EDGE OF AIRCRAFT N, 182,531 15..48 qua v� 2 PARKING APRON ^roti�ry ^?m Ej 1 ,299,212.70 ,' U) Jo mp `. n n mC' EDGE OF ASHPALT SE F} NOTE 2 4-PVC O ^ Lo O SURFACE .... -i 2w3 ui ti ?? 2 o SEE NOTE 2 , O N 7 , o P l `t COMPASS ROSE Lu 'a %j o L. m (ASPHALT SURFAtSI v �1 J... EDGE OF TAXIWAY SEE NOTE 3..._. 0 Cp EXISTING CATCH APRON OF AIRCRAFT H F E N � p , W �k J y ` , j CO u,SEE NOTE 4 ...EDGE OF TAXIWAY C FLOW '•, url \ `OCO(D01 \ F40 // _L/o p_ EXISTING CATCH.. z \ �i ;_ m BASIN GRADE BREAK SE OTE I u \� - GRADE BREAK F�<0 .' \ (" PRD SEE NOTE I Or Lz ............. SEE NOT EDOE,OF TAXIWAY E I ' '2 'ON , PEN n, _..-_ ,Gl NOTES: EDGE OF RUNWAY IF SHEET IS LESS THAN 32" X 21" IT IS A I. GRADE AREA TO ENSURE CONTINUOUS REDUCED PRINT, REDUCE SCALE ACCORDINGLY (3 % MAX)SLOPE TO TOP OF EXISTING CATCH D m BASIN. ° m o `4 -<< 12 0P A U.S. ARMY ENGINEER DISTRICT, SEATTLE i m =N �^ EN JOINT r`r� CORPS OF ENGINEERS 2. GRADE SHALLOW DRAINAGE SCALE TO ENSURE CONTINUOUS (3% MAX)SLOPE TO TOP OF CATCH BASIN. SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL 3. CONCRETE TRAFFIC PATTERN INDICATORS. LEVEES & FLOODWALLS ' GROUND SURFACE SHALL SLOPE AWAY (3% MAX) PLAN FROM INDICATORS. VERTICAL DROP BETWEEN LEFT BANK AIRPORT DRAINAGE IMPROVEMENTS IV EDGE OF INDICATORS AND SOD SHALL BE 1.5". NOT TO SCALE 30' 15' 0 30' 60' 4. LOWER TOP ELEVATION OF EXISTING CATCH 1" = 30' RENTON WASHINGTON BASIN TO MATCH SURROUNDING GRADE. SIZE INYITATIdI ,tl. FILE ,!C OAiE. FiAiE DATE AND TIME PLOTTED: 10-DEC-1998 IOe58 D I B-99-0017 E-19-1-TO 98DEC03 C-21 DESIGN FILE: I.Odesigns0crfcOCIVOcrfcclll.dgn osp;;,,,„ oscN. PWN C4. BRB E"CCi 29 4 3 2 4 3 REVISIONS DESCRIPTION ti TH — BODING BRIDGE u. i CLEANOUT IE AT INTERSECTION WITH EXISTING DRAIN LINE INSTA CO EAST OF EDGE A w 25 - Ln — — INSET—CLEANOUT LOCATION SCALE: 1" = 30' C v J J G; O c C` P'L0 o �. SEE N01 B � �s \SEENOTE I Z GRADE BREAK P 00T C NOTES: I. GRADE AREA TO ENSURE CONTINUOUS (3. MAX) SLOPE TO TOP OF EXISTING CATCH BASIN. 2. EXISTING ASPHALT DUST COVER (2" THICK) TO REMAIN. BEGIN GRADING AT EDGE OF AC DUST COVER. DATE AND TIME PLOTTED: II-DEC-1998 15:55 DESIGN FILE: I:Odesigns0crfcOCIVOCRFCCLLM.dgn 4 OF ROAD ALONG EXISTING e" cc77,, LINE. SEE PLATE C-49 FOR DETAIL. ,,..i10 — ` "J Q a � ~� iN � d •` '� 2p�0 i` ca .EDGE OF TAXIWAY W 2 ~ 'TI . W J) I; 3 CID EXISTING CATCH BASIN. PROTECT v co i ma �Nn u�a nw 1NF n=N2�....'.. ppJ/n � �- ((��.j}. 2 Orb M •Z - � ��m 2'SLOT . �ED�rDRAIN W112.CMP-- ._ SEE INSET FOR ° ' n / LOCATION OF 0, / v 2zCi BASIN. PROTECT 1 LD J ' h In � �z .'A n'�• m ;� � � 20 `iCH TECT P , M ' u Liu V �/cl 2 ; Q o ti^gym CL O ' SEE NOTE I W ?e Z ' FLOW - c a EDGE OF RUNWAY ,m PLAN SCALE: 1" = 30' 30' 15' 0 30' 60' I" = 30' 3 2 IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK AIRPORT DRAINAGE IMPROVEMENTS V RENTON WASHINGTON SIZE IMVITAf1IX1 Np. F0.E AD. GATE, GLATE D B-99-OOIT E-19-I-70 98DEC03 C-22 1� PWN fa-- BRB -T 30 4 3 2 A B CD co:�mm _. Q J CL LLJ F— LU Z V H Q EDGE OF RUN' uNICIP i i AIRPO RT NOTES: C I. EXISTING ASPHALT DUST COVER (2" THICK) TO REMAIN. BEGIN GRADING AT EDGE OF AC DUST COVER. 2. GRADE AREA TO ENSURE CONTINUOUS (3% MAX)SLOPE TO TOP OF EXISTING CATCH BASIN. 30' 15' 0 30, 60, Fill AM I- = 30' EDGE OF TAXIWAY N , r— o, o 1 Q NI�r N-32 �•2C �Q� ' 3 IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK AIRPORT DRAINAGE IMPROVEMENTS VI RENTON WASHINGT01 SItE INVITATION NO. TILE NO. OAiE: RATE DATE AND TIME PLOTTED: 10-DEC-1998 11:01 n D B-99-0017 E-19-1-70 98DEC03 C-23 DESIGN FILE: I:OdesignsOcrfcOCIVOcrfcclln.dgn B�c:.:...o PAN• PWN —' BRB IB MT 31 4 3 2 4 3 2 30 20 0 / ----- ------ ___ SEE PLATE C-33 - __-. _....._... P.I 3 I -y -E;- N 185,4 4_15 . SSMH - NO I'LL 20 .. R T 12 Ki 511°59'27 ---- ----h--- - ---------- " - -------------------- 1_ P.I . 2' --_. N 185,279.07 N 185 ,471.07 E 1,298,927.71 E 1 ,298., 909 .4 9 x a w 3:32:481, LT 0 D 381150 SSMH I ° r L = 9.29' 1 �, n g ....... r sg -_._ - - � t ---------------- RT- 15+OG ---------------------- _ 6+00 - t I I-- -- -- ------ - -- J N 185,172.01 E 1,298,969.11 .•'"� -- 20 --- .._, 1 E 1 ,298,934.72 ...y ... .. - _._ _ .. - CROSS WALK, SEE STRIPING I U PLAN DETAIL ON PLATE C-46 . �Q I� SCALE: I" = 30' W(o o r d+ w 0 O me; O + + '` 0+ Q N Qr v -- v 0 O O In O + + + O CC + O O uo — NCJO — ram. X r -oaz CC0- r r_Q K Nr r r a'. O Zr N—Ln C Q rF oo H In — JWr w cow � -4 ET EX STIN GRAD In N > Et 21.95 EL 22 .3 - - _ 2' LEVEE OVERBUILD TOP OF LEVEE AND TRAIL 10% - ` --" ---- �i — -- - ----- - - - -- - EXISTING GROU O SU FACE CD C>+ 0 N M + V n C z a ¢ PROFILE DATE AND TIME PLOTTED: 10-DEC-1998 13:14 DESIGN FILE: 1: Odes ignsOcr fcOC I VOcrfcc I rb. dqn 4 3 REVISIONS OESCRIPTION NOTES: I. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM NORTH ZONE, N. AMERICAN DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. CONTOUR INTERVAL IS ONE FOOT. 2. ROAD AND TRAIL LAYOUT INFORMATION IS SHOWN ON PLATES C-33THROUGH C-39 . -Z C-32 C-24 C-26 C-28 C-30 C-71 C-25 C-27 C-29 KEY PLAN NO SCALE 30' 15' Q 30' 60, 1" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PLAN & PROFILE STATION RT104 00 TO RT16+80 RENTON WASHINGT01 SIZE I IMMITATIOM lq. FLE N0. GATE: PU.TE D B-99-0017 E-19-1-70 98DEC03 C-24 D5� BRB cME. sMEEr 32 4 Ili . REVISIONS DESCRIPTION A B 3 f P to E T I I I N d U ILu. 1 OI P.I .18 A = 19°5I'19" LT T : 16.42' R d N 184 .743 .85 D = 38 ° 1 I '50" _ _._... O � , -- E 1 .299.052 .30 R - 150.00' 10 _...— —C = 32 a55' P . 1 . 1 2 L I ~ 1 L $ .98'- N 84,480.80 __... - _ - 20 E I299 183 56 -- - -- - •-- _• _ - ---- -'99,1IQ.3� - --_----- N --.-.Y-.-.. -� --_ --- _ � HI UP .I7 E 1,299.Of1.25 ---------- 1e4.861----�------------------ -cl� T22R21+00 � �i RT — 2 r 17 +013'f _ --- _ 55' 515°39'�2'_E-F-----1-"' •� - � f'_•-' — ___-___ '-'-'----------__ _ __ -_ __ _' - �_ �___• _ ., '. 522°y Y -- �'---- ---- - - -- - - - -' - ?D -'rr _ ____ .-. '_ _ _ _ _ r' -17 0. r y ,tT N _ 113 p :_1 "' R 4iSiT: 1 ---' _. __ --- E 20 N I B .` y 53 .55' I ,. I 132 53 ` �\ P.I 814 - _ 1 END Ac PAVEMENT ELEV.-'-// ~` • ,: _. 1 BEGIN BOAT LAUNCH RAMP , SEE DETAILS PLN 184624.02 ATE C-42 E 1,84 624 .02 PLAN 2 SCALE: I" = 30' 30 20 0 C Ol N o 0+ C Z o LD Z N + r H CD N + ao F N rr W (XFn (X .W NN dw2 W a- W Li ------ --- TOP OF LEVEE 2.5' LEVEE O''ERBUIL D �� -- O.18% ---------------- DATE AND TIME PLOTTED: 10-DEC-1998 13:16 DESIGN FILE: I:0designsOcrfc4CIV4crfcclrc.dgn 4 C> � o : J + N N rN Q N 7-'C C-32 -26 C-28 C-30 PROFILE c-31 C-27 C-29 NO SCALE 30' 15' 0 30' 60, I" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PLAN & PROFILE STATION RT16+80 TO RT24+40 RENTON WASHINGTOP S11E INV ITITI. N0. FIll Np. MiE P,TE D B-99-0017 E-19-1-70 98DEC03 C-25 osc,l, BRB I —. "' 33 2 4 3 2 Tv ^ I ❑ Z EF Z 2 f 1.299.3pp�j 1 „ — I � " R = i Do 00 _._ - _.... U_ -- L'._ 21 .46-' R = 100.00' —_ - P.I 14 _ ` .... . 16 183,78 .3 NIt. Z5 = _ __ __:. T� s{ - ----- R7-2-7 --- _ —� - - - LI' -- _. _ -- -- E- 1 99 150 ' '-___-- - -' -- - - -__ -- .__ - .. " - _ - '_ zo N _ - - -. 30 '0 0 C ...._.__. Q I P.I . 13 ./ - _ A I °35'39" RT IN I84;160.42 p _ 2 '38'52" N 163,897.35 I 1,299,178.27 R = 200.00: E 1,299,236.82 .. ! 50 94 - .._ WI 21 J I = I V I � I Q I � I ---Pi-+,-4+-' _ - .i MFW� SCALE: I" = 30' 0 0 0 0 N N N ao N Cr f r r- P.I . 18 EXISTING ESTROOM SEE PLATE -II FOR DETAIL I .THIS AREA O SYMBOL ONE � I Z ' I 1 a I I I 1 .... R 80 —_3 L I .00I 1 T ' 14_1S' I I 183.53 21 _ __----- ----------- .Jz f. RT 47:E--1---- J m f-nl A�--� - . -- �.-•' -. ------- ---_--- ji- I D 959- --" T N .4�Igr E 1299 329 42 -..... •.-'u--, IIII WWIOUmo. -. � Z 35 .9T I J I = U F` I I Q I � 0 0 0 c o c m o N M M ix OC cr ZC-24� C-32 C-26 C-28 C-30 C-31 C-25 C-27 C-29 REVISIONS DESCRIPTION NOTES: I. FOR CATCH BASIN AND GRATE AT RESTROOM, USE ONE REMOVED FROM OTHER PARK LOCATION OR REPLACE WITH NEW TO MATCH EXISTING IN PARK. 2. FOR DETAIL OF RESTROOM AREA SEE PLATE L-II - ""- ID v Sv" OV' I" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PLAN & PROFILE STATION RT24+40 TO RT32+00 I DATE AND TIME PLOTTED: 10-DEC-1998 13:18 . DESIGN FILE: 1:0designsOcrfcOCl V4crfcclyd.dgn 4 3 0 KEY PLAN NO SCALE 2 RENTON WASHINGTOP SIIE INYITATtON Hp. FILE H0. GATE PLATE D B-99-0017 E-19-1-70 98DEC03 C-26 °� BRB EIB. SHEET 34 2 A 8 O Y1 P Z Z 2 f f°29g 450 O O 1 h y P.I. 23 N 183,114.10 _ E 415.81 ...._ ' 4 18` REVISIONS DESCRIPTION .I l0 0. 1• -----iT3 LLJ E "'" T-"0I.--- - ---- z5� - _ - 49 19 p a 0O0' b4 I R --- 2�-885.00 �44 73 _ --- _ __ rl 5._21.17'26"E3_* - 419.s47- - - _ - Ovho 1?gg----- zo -- ----- ---- -- -_- --- 8 1- v_ - 30 20 0 I W ti Q Q, O ♦` W 2 J Z ti .� _ _ _ - _ R ' 200. �'- _ _ _ :: _ a .,, ,M�e� . _..:: I ,. .' v ., .: .. ... �.. P.I. 24:_ �.,,..,.._ ....,_.. __._., N 182,942.13 I. \ 1 E 1,299,404 .37 V N. 182,772 .71 I PLAN -- _..__._.. ... ___ Q' E I ,299,417.09 _ 0 ` 28 38 52"iAT I SCALE: I" = 30' R 20q Al 00; —AO' TRANSITION - --- - EET E XISTI 8 GR DE LEVEQ RIPR TO F P R1V OODWA RSIDE L 0 22% o o Cl o o o 0 + + o N M Q N'1 (D m Of M M M M M to M M C r r r r r DATE AND TIME PLOTTED: 10-DEC-1998 13:20 DESIGN FILE: I:OdesignsOcrfcOCIVOcrfcclre.d9n 4 PROFILE 1111111 Z C-32 C-24 C-26 C-28 C-30 C-31 C-25 C-27 C-29 KEY PLAN NO SCALE 30' 15' 0 30, 60' I" 30' IF SHEET IS LESS THAN 32" X 21" IT S A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PLAN & PROFILE STATION RT32+00 TO RT39+40 RENTON WASHINGTOI "n Itn1T1T10x W, ME x0. O�TE %.ATE D B-99-0017 E-19-1-70 98DEC03 C-27 -u 6RB clEc. sxEEr 35 3 2 4 3 2 A B I I E 129 QL------- J ---- _ ~.I S12°25'48"E _ - �I I = I P.I . 27 U I N 182,632.60 QI E 1,299,447.92 �I I 30 0 DATE AND TIME PLOTTED: II -DEC -1998 14:20 DESIGN FILE: I:Odesigns0erfcOCIV4crfcclrf.dgn 4 O O N z Y01 O 1 h Q i 1 `t u m A T/ ma EXISTING / a EXISTING--BOE 1 NG P.1 31 ^J STORMWATER SYSTEM IN IN 1,182,56 - so -- - mac♦• EXTEND CB TO NEW GRA SEE PLATEC-44. DI A 10 SCALE: I" = 30' EXISTING WATERLINE CROSSING (APPROX. LOCATION) PROVIDE FLOODWALL PENETRATION ....... 520-'35'sv = - ... P.I. 28 N 182.41 IN182.538.53 E 1,299.5, E 1,299,460.30 P.I . 29 N 182,465.61 E 1,299,487.69 INSTALL FLAPGATE ON EXISTING 24" STORMWATER OUTFALL REVISIONS SlW9L I ZONE I DESCRIPTION DATE I BY ' � I I I I I I� I I IW I~ � 1 IQ I O I ti ,u� y / 1 1 d ' 22.17 60" D = 38°YI'S0" LT I J R 'So -Do, ,. P.I. 32 85 182 108.06 _. - ... L_.`.._.. _ -... + of >� E I 299 608.06 -�_----N -------- --____- 2-XTSTING ------ ___T CB FLLL _ --" - ------ --- = -' gib- .. ....... __ ------------ 20 a iL _..:--.. Lt IN su RT 9 A= °2',52" d 19.47'48" D 38.11S0" RT 182, 80.94 E 1,299,602.44 200.00' T _ '50.00' I R = T = 31. .55' L 26.17' = 51.83' I I L , I I I � � T � � T T O N M V n p v c c v v v v ZC-24=iC-26 Z �C-31 C-28 C-30 PROFILE C-25 C-27 C_29 NO SCALE 2 30' 15' 0 30, 60, 1" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PLAN & PROFILE STATION RT39+40 TO RT46+80 RENTON WASHINGT01 SIZE IIWITAT1011 W FILE m. OnTE, PLniE D B-99-OOL7 E-19-I-70 98DEC03 C-28 Ds BRB — SHEET 36 III 3 4 3 2 REVISIONS SYMBOL ZONE DESCRIPTION DATE BY A B E=5o C� I Fl 20 0 O z J J a 3 r w Y U P.I. 34 a. N 181 ,995.93 Z E ,299,631 ,57 ---- -,.Oa _ - ____ — -t---_S19-0016�--- - ------------ O Tel `�' 1 35 - ti N 181 894 15 E 1299 653 21 O w Y a h O c aQ ar Z¢ U U D_ a ...w gg = F ¢TABRT 48+89.-2- N p S-2 U d a p = 6°54'32" RT INSTALL FLAPGATE ON p = 28*38*52" EXISTING 12" CMP IE 15.66 R = 200.00' T 12:07' L = 24 12' Ll �a „I,, !t �� Co i O J p 19'39'31" LT 1 U p = 38'II'50" p 12 °3B'3q•• L -.... T 1 R = 150.00' R 3005 55 I LLI Y-_.._....__...----.._._ 7 = 25.99' T 33. 23 L) U. --.-. a L= 51.47' P.I 39 L 66.20' B TYPE I Q Q A C J a 5 — 401 ^S N 181 ,451 .87 ! TOP 24.0 I EiY E 1,299,764.90 LI o a ,�°i � 7 `' „ i.:DRAINAGE SCALE 4i nj Z V81 ,599.53 h O rtj N _--'---------------'-------------_ ,299,726.52 Li _ h r _ -----' A ----'---- -__ - - _- ----- --- '--__ + ___- - -- -- _ Rr �. - _ _ _ -- > #------- -r -- — ' -_` ---------------� —--------------------- -- --- --------_ s Cam.) . _ __-___ - __ _ _____ - 25 _,- .. _ - _ _ _ _ ------------ N 181 .748.58 v _ --K P.I . 38 E 1 ,299,689.64 a a N 181 ,517.31 "'\ p = 22a7.26" RT -- ., r INSTALL I.E. LAPGOAT AND; A ° 8°29'51" RT E 1,299,734.29 - SOUTH BOEING BRIDGE D 12252955" _ D 57.17'45" P.1 . 40 LEVEE CLOSURE GATE R 300.00, - = 100.00' N 181,333.81 SEE DETAILS PLATE S-I. T 1. T = 1955' E 1,299,770.95 . L 44.49' I, I 1 PLAN SCALE: I" = 30' w a+ O N rn v C' V Q ul LA U1 � tP r r r r r cc m r No Z C-32 C-24 C-26 C-28 C-30 PROFILE c 31 C-25 C-27 C-29 30' 15' Q 30' 60' I" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PLAN & PROFILE STATION RT46+80 TO RT54+40 DATE AND TIME PLOTTED: 10-DEC-1998 13:29 DESIGN FILE: I:OdesignsOcrfcOCIVOcrfcclrg.dgn 4 VCV DL Aki vNO SCALE t O.. 2 RENTON WASHINGTOP SIZE I-TITI" N0. 111E A), 11TEt PLATE D B-99-0017 E-19-1-70 98DEC03 C-29 0s BREI 1a . SMEET 37 4 3 2 O O cV Lk Q \ I I V I ' q W1 ... I 6 hQ 1890057�2A5• P.1 46 .N 180,7... 18 .57 0 A 4 2E 1 ,300,046.91 B C LT -I R = 225.58 7 = 25 .58' \! :.O I METER LIGHT G BOX D +1.58' - 14 °19' 6" o L = 50.87' PI 44 b / 1 NO F ILL R (11 4 440 9 a TELEPH - NO F�N� VAULT M N 180,845.13 E 1 1 tb 1 83. 0 ro : ,299,966.69 W' J 1 L Q ' R.I. 42. N :I81.060.4�3 --- - ----- y' — i i',. .-_ Ri_,5 '7-T- C DRA INAC » WALF - 0 'Lh• C ___ - -- — Q _- R7 _57t90. _ _ f -- D g9, _------------ so DSO "- -'- _' ---.' -- _ _ _ --- 1 - zs -- - � F� _ -------------------- 2� .. 1 1 .. -=•_ - . RT P.1.143, - 'D- 57°1 '45" P.I ..45 N 180.771 .I7RIDO.0 P.T 1I N 181,161.07 A- R 11.27'54" 19'S'S5" N 80953.55 300 0E 1,299,902.42 � _ ---- 30.43' E 1;299,984 ,06 E 1,299,819.11 L 2' 60A3 1 PLAN SCALE: I" = 30' 30 20 0 l(f tD DO m O ¢ Cc cc Cr Ild Z C-32 C-24 C-26 C-28 C-30 PROFILE -31 C-25 C-27 C-29 REVISIONS DESCRIPTION 30' 30' 6.0' I" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTCNJ LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PLAN & PROFILE STATION RT54+40 TO RT61+60 DATE AND TIME PLOTTED: 10-DEC-1998 13: 31 DESIGN FILE:1:0designsOcrfcOCIVOcrfcclrh.dgn 4 3 NO SCALE D.. 2 RENTON WASHINGTOP s,u l—T—H ,a. vice HD. MTE: x�TE D B-99-0017 E-19-1-70 98DEC03 C-30 D— BRB I $HEFT 38 30 20 0 C 4 I 3 1 2 ° y0 26*20' � I y 29 LT - - END STA RT 64 /� 7N 180.460 4'6+20\ . E00,26T ,= II.70 30.314'1`"LT 6.94� 0 639'4 .:. .....\f. � _ xO� ( R 90.00, j� N 180,594.96'\-L 47.44' P.1.50 . 4.f\ 0 .ti p _u N 180.465.12 r.1 I W T 1,300,135.78 oT E N. E 1,300,26 .98 .. I � 3ti' \ x yxo° I CL b — / q, TELEPHONE tom., - i 6 +O ' iY ::� i O A 30 --.• - - NO FILL �y \ ' 1 -0 so f � o RT 63:400 / b ! ti•......`` -"- N' I I @0 533..57 � 1 / o a• ...... ___ E 13g0.165 .18 T . / N 18.0,627 .00. d _ 27 °31 ' 14" .R.7. _. .... ....... ... _ �. ... ! E 1 .300.093.1-0 R 81 °00' 4" / - T z 17 . / I \ / I / 1 PLAN / SCALE: 1" = 30' WO WN > + N Wv ' J(0 N M or Zix W W Q F— N —TOP OF LEVEE I n(,,AN AVFNIIF RRIn(F ND WOR T T N M Q 10 Tn To 1 / F I— F— ~ Ir cc PROFILE I DATE AND TIME PLOTTED: 10-DEC-1998 13.34 . DESIGN FILE: I:OdesignsOcrfcOCIVOcrfcclri.dgn 4 3 as z C-32 C-24 C-26 C-28 C-30 C-31 C-25 C-27 C-29 _ KEY PLAN NO SCALE REVISIONS DESCRIPTION 30' 15' q 30' 60' 1- 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PLAN & PROFILE STATION RT61+60 TO RT66+20 RENTON WASHINGTON 512E 1 INVITATIIXI X0. FILE H0. DATE: I PLATE D B-99-0017 E-19-1-70 98DEC03 C-31 DS BRB I cl. SHEET 39 2 4 GRASS DRAINAGE SWALE SLOPE TO MAINTAIN DRAINAGE AWAY FROM BUILDING END BERM AT EDGE OF FXIITIUG DE I Rti,6`I+pO A I S RT 66-60 BE IN BERM I N 180,356.97 I E 1.300.477.14 I I I I I I I �I 1 W I ti l I \ � I Q I zzt-� 30 20 0 0 T C- tP F- 0 LP F- =.i MPORARY SANDBAG 00 OSURE DURING FLOOD ENT. ALIGN PCC CURB o° OF COURT. REMOVE EXISTING 'P TIMBER EDGING. I� + 6'9 \ / ti RT 70+00 RT 68+08 \ BEGI CC CURB WALL, ATTACH 0 EDGE OF EXISTING OUNTAIN WALL SEE DETAIL LATE C-47 0 �P F- 0 O� TO F- ALIGN WALL ALONG INSIDE OF EXISTING CHAIN LINK FENCE RT 72+00 RT 71+00 0 0 0 f- PLAN �\ SCALE: I" = 30' 0 0 f` H 2 O/ �O END WALL AT EXIST RT 73+00 0 0 N H SYMBOL LLNE \,�00 9S 0 X RT '14+00 � I 0 0 M r C PROFILE �Z C-32 C-24 C-26 C-28 C-30 �C- C-25 C-27 C-29 30' 15' 0 30' 60' NO SCALE DATE AND TIME PLOTTED: 10-DEC-1998 13:35 1- = 30' e,�, DESIGN FILE: I:9deslgnsOcrfc4CIV4crfcclrj.dgn 4 3 2 REVISIONS DESCRIPTION 0 V ti IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTIE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PLAN & PROFILE STATION RT66+20 TO RT73+80 RENTON WASHINGTON SIZE I-TATION N0. FILE N0. OA iE. PLATE D B-99-0017 E-19-1-70 98DEC03 C-32 — BRB E'"`' S EET 40 4 3 2 E 1'299, f50 H Q O SYMBO ZONE i Lo 00 yg0 :.. ... O P. I 1 „ _ /> � N 185.527.56 -. ..... �- I P P. I PRO 2 � . RD I t E 1,298,941.58 ti N 355.60 P.I. TXI a E 1, 98,98312 o N 185 286 .56 R �� is CLASS AO, 1 END E STRIPING o E 1 ,298 ,958 .32 o B0. 3�, �8.. OVERLAY ry000 0 y i �� o. HEAD C PARKING B ' U- -- A - - --- _ ---{-- -�-- + --F----F---- 5 SPAGES �4Sr- Oy - i��- HEAD IN PARKING •a D-,- 1y 45, "� E HEAD IN PARKING 16,1S SPACES 5ESl�, PACES ARKING } \� } C-5 SPACES i 100 •� 09 L7 N 35'20 4S' a' o -ry 9'r� 314.49, 0 500•g6• R . P . I . TX3 r a 10, �+ lei ti P.T.. TXI 1+37 29 END Pavedk Pc' {'�:$Q1M 184 18.58 `r P - TX2 I+ 9 75 END L E 1,29 ,995.25 1 O9 R S' AC SIDEWALK, FOLLOW - START 14+ O1 1 d D 2�p8• EXISTING CURBING ti N i185,.152., 7• �� yyyyyy,,,� I Q OO+Z O P T, PR EDGE OF NEW AC TRAIL ��' �} E 1 ,298,939.00 38'. 10'/ Ill E �•298.85 F'• - �•�, Q TRAILER `/ R.STRS INGLK, SEE DETAIL O 10.52 5' -A 10PACES PCC SIDEWALK P.I. TXI 2 O `! TE C-46 1 cL N 185,257.51 O E 1,298,947.22 * ^ w� 1 A z _ 1 -- - - - - V i C-46 Q a x' N n ^ ANGLED PARKING + 4 SPACES 3 SPAC P.l . PRD 3 -- - -- - ----+ �F-_--F-..---{----i----t--- +Z7- 't-- �----I- 't N --� - ��'r X N 185,491.18 p ro ---- .O --- -t----I---- E I ,298,832.06 O Ao -�.21' ANGLED BARKING ro o N -�-- 1----t---- -'__ Q T9 BJ v. 23 SPACES oA A 4 58'7"`RT ro TE C-24 FOR O ' 9 ..D > 19 5,55" v TRAIL °Y 300,00' v �' ON TOP OF LEVEE o P .1 . TX2 2 P. I .PRD 4 • �' I J P.1 . TX2 I N 185,189.29 N 185,013.36 P.I. TX3 I I= N 185,283.62 2" CLASS A E 1,298,930.96 PLAN E 1,298,928.97 N 184,942.69 1 U E 1 ,298!901 .82 OVERLAY P.I . TXI 3 E 1 ,298,988.49 1 ~ - -. NEW OVERHEAD TRAIL LIGHT N 185,169.10E 1 ,298,935.35 SCALE: I" = 30' 1� LOCATION TYP. SEE NOTES I u O O Z Z z Z O r +O M- c + :o N O O + r IN N - N X + + OD O co Lo Z Q, - + X + O_ ti U N + x N W ti W r CY DN M U w + - O La O dN> O�O O= 6'U KOV -JO �o�j O �W a: U oo�_ - J b a° j a o. r a Nj a wm .- .: > :.' W a. d JO W to J W r < �.. PROFILE PRD o N M K LD o_ K a a z uT v + + O O LA - O O W X N U X N X r U r d 30 > C 20 10 - o PROFILE TXI is SCALE: I" = 30' X ;� DATE AND TIME PLOTTED: 11-DEC-1998 14:29 DESIGN FILE: I:OdesignsOcrfcOCIVOcrfcclrq.dgn 4 SCALE: 1" = 30' W w J U z O - � W ow o a o yr O 0- 0 - + + w + x O W O v - W vw N U N 'J N 2 X U r r X r N j X N r N Nr Q olf W �—Z C-33 C-35 C-37 C-39 C-34 C-36 C-38 KEY PLAN NO SCALE REVISIONS DESCRIPTION NOTES: I. ALL EXISTING PARKING IN AREA SHOWN TO RECEIVE CLASS A OVERLAY SHALL REMAIN. PARKING SHALL BE STRIPED OCCORDING TO SPACE TYPE AS OUTLINED BELOW: HEAD IN SPACES - SHALL BE STRIPED PERPENDICULAR TO CURB 16' LONG AT 9' SPACING. ANGLED SPACES - SHALL BE STRIPED AT 53° MEASURED FROM CURB AND BE 21' LONG AT 9' SPACING. ANGLED TRAILER SPACES - SHALL BE STRIPED AT 53' MEASURED FROM CURB AND BE 30' LONG AT 9' SPACING. 2. CLASS A OVERLAYMENT SHALL BE 2" CLASS A AC PAVEMENT ON EXISTING CLASS E PAVEMENT, EXCEPT AREAS OF PRO ALIGN- MENT TO BE REALIGNED AS SHOWN. PREPARATION, MATERIALS, AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH WASH DOT SPECIFICATIONS. 30' IS' Q 30' 60, I" = 30, IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTCNJ LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PARK TRAIL PLAN & PROFILE I RENTON WASHINGTON 512E INYITATIN MD. FKE MD. GATE: PLATE D B 99-0017 E-19-1-70 98DEC03 C-33 DN ORB m. -T 41 O O o O REVISIONS M SYMBOL ZONE DESCRIPTION DATE BY E I°299.1$ I 0 2 2 2 z� - I I _ ❑ ❑ El I I 1 y CLASS A I OVERLAY LT "a N 184 ,885 .99 P.I. TX3 4 ;4�„ p ° I 1 i.A I,299.07-5,61 --- - __N..... E 184_,697.05 299,097.63 ,.._._. NEW. OVERHEAD TRAIL LIGHT NOTES ---- ---- ---- -_--- -� - N 184,423.87 R 100.00' •�, -- 0 v I -I LOCATION TYP. SEE PLATE C-4 6 E 1,299,(59.77 T :_._.43.37' h g1.85' IA9 O ON L= i' A •C w HEAD IN PARKING 5 SPACES ES HEAD IN PARKING HEAD IN PARKING 5 SPACES �c w •.A _ P.I.PRO 5 Tr3 o 5 SPACES 1 �\ N 184,915.56 �•�-' B�'9 o t 1 E 1,299,033.13 --- --- F-----1----1--- --- ----t----t-----i--- ,� x w Q 0 EDGE w°* Of AC TRAIL \ } ROSSWALK, SEE o I STRIPING DETAILS LT 6° }�2 r' E 299 0 0 PLATE C-46 p 9T i 00 w 17.22' cn ` ~ 3 I�•.84 �O i'�' i+ R _ 57°17'45" RT Lj -•r ti a,�,+\---i--a I T = Ci 97.23' - �' 7 , �.00' _ a 5' I t• `( 05'+o RT L 30.32, � h ` \ . 4, Al I � IS .� '_ •• R% q5 g\ Q• P.I. TX4 I N 184,296.55 '• �-+� _ I' ,-"l - - - E 1 ,299, I49.61 b• 1 ^ F` 1 o : P.I. TX3 6 I N 184,253.58 1 Q J E 1,299,146.19 ��' I Q- _- Q) C,' I LLII ZI R 67°j 8'45 100,00, RT P.I . TX3 N 184,793.14 3 D 38.16.4 LT 1 Z Ali T L o 3i.81 E 1,298,982.86 �' R, 13).�j50" J Z I L= 74 .00, I Z UI I U QI I Q I PLAN P.1 . TX4 2 N 184,183.40 E 1 ,299,135.40 Lu SCALE: 1" = 30' _J W O cc O a. N + J+ c �_ (D m O+ > M v fO0 + N + V + r M (D x N J r N j M N � W M r cy U M V N N > r N w W O O x O U X O U X N --j r N> M— — J O x— U — J Z > r N> r N> G. W — J CC, > Cl- W > ~ N> 30 - -- — --- -- _---- —'— -- -- -- _-- 20 _ _ 10 0 O M x 0 M x 0 M x 0 M x 0 o + M x 0 o + K 0 M x 0 M x o m o+ + M M x x IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY PROFILE TX3 U.S. ARMY ENGINEER DISTRICT, SEATTLE SCALE: 1" = 30' CORPS OF ENGINEERS Z SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL ZC-33��JC-35 C-37 C-39 LEVEES & FLOODWALLS C-34 C-36 C-38 RIGHT BANK PARK TRAIL PLAN & PROFILE II RENTON WASHINGTON 30' 15' 0 30' 60' SIZE —ITATIN M0. FILE NIL UATE: PLA TE DATE AND TIME PLOTTED: 10-DEC-1998 13:15 '" 30 °� KEY PLAN D B-99-001T E-19-I-70 98DEC03 C-34 DESIGN FILE: I:OdesignsOcrfcOCIVOcrfcclrr.dgn �°p«;,,„, � NO SCALE o�+ BRB °"• —T 42 � A REVISIONS SrNBOL ZONE DESCRIPTION DATE BY I z ❑❑ ❑ 2 2 2 2 � E I lI I L I I 1 _ R 7 Rt I 845. , N / 184 178 .I I 29 a23 q E I .299.214.95 D 5T 1T , I fk CLASS A .. 3 g 20,5' RIVERSIDE DRIVE E STRIPING g 0, I {_._. CD P.I. TX3 8 END ............. _.. .,..1..84,137.84 ,.. N 183 ,669.74 1, I... N __._ 2P KING _. - _. _ P.I. TX5 ".3. .._ .. _... N 183,8 5 70 E 1,2 83 HEAD C PARKING 5 SPACES _._- E".Y,299,302".40 ._.-HEAD INPARKING.. _. "-1 5 SPACES •j- r -WEAD IN PARKING / 5 SPACES r4ESPAQ HEAPACES �y $[N PARKING HEdD IN PARKING 5 SPACES HEAD IN PARKIN —y �f J1' p 5. SPACES f + a I R = 80.00, NEW OVERHEAD TRAIL LIGHT •p S ,� " I T = 26.11 L 50 .48' LOCATION TIP. E NOTES- ON PLATE C-46 EDGE OF AC TRAIL I P. I. TX4 3 I N 184 ,047 .45 P.I. TX5 6 END E 1,299,187.88 �" N 163,570.26 I E 1,299,348.29 01 N •X LLJ I O o J Q-1 -4 C. LDch s I D �.... ? A I v D = 22.30'34" RT 38'll'S0" P.I. TX5 1 BEGIN P.J. TX5 2 A - 22'39,35".._ _..o".fit AA" IW J I T' 129.85, N-P 183?934436ND1 N 183,893.06 D -= g0.00', A .,Zf) E 1,299,184.10 R, 11.58, N 1 i? L ' 58.93' E 1,299,185.11 1835700.41 23 • 0 ", 2 91 , L E 1,299,258.00 U Q PLAN ; Q I `� SCALE: W = 30'uj J U. O uT 0 0 0 Ix co OD + OD + U Z O M O O Ln O' U Ln O' U F- ____________ ..N................. -__.... __ •> N X�> SP._, rX J _________ O O �? _.-_.___p _ .-__..___- tiu __.___._..._.._____..____..._______._x_J _-__._.__-_ — iL W — WJ >W _..... X r O N? Xr+ Oc—_ X W > ,w U 30 > W > -- - --- --- - 20 10 V Q C IJ1 Ifl In + to In X X X X X X X IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY PROFILE TX4 PROFILE TX5 U.S. ARMY ENGINEER DISTRICT, SEATTLE SCALE: I" = 30' SCALE: 1" = 30' CORPS OF ENGINEERS �Z SEATTLE, WASHINGTCNJ LOWER CEDAR RIVER FLOOD CONTROL C-33 C-35 C-37 C-39 LEVEES & FLOODWALLS C-34 RIHGT BANK PARK TRAIL PLAN & PROFILE III C-36 C-38 RENTON WASHINGTON DATE AND TIME DESIGN FILE; PLOTTED: 10-DEC-1998 13:17 I:OdesignsOcrfoOCIVOcrfcclrs.dgn 1 - 30 30' 15' 0 30' 60' a boo: :...a KEY PLAN RATE SIIf INYITATIpI ,q. fILE ND. �-- D B-99-0017 E-I9-I-70 8DEC03 C-35 Du cxi. NO SCALE BRB 43 4 3 2 M OO SYMBOL ZONE I Z Z !z I I I p ° \�AOp' ti d 11 •40. � R,_... 2 A I P.I . TX6 I P.I TX6 2 t A P.I TX7 2 V 7 ` 220, 00 P.I . TX7 4 -<� � N 183,39F:53 ---- N-_-_ 183 ,351,.18 ._.R.I TX7--I L - 75' L N TX7244 .53 40.75. N 183,029.87 E 1 ,299,395 .18 6;E 129940389 N 183261 ,,.,. 2 Q ' E 1., 299,425.57 `-.:+ P.I . TX 3 E 1 ,299,444 -09 - O� _ Q HEAD IN PARKING x N f-83.129.13 Op A• - _..1 6 SPACES 99.444 .87 O z + } 7 6. 00 RT I LLl R 10'(TYP) I � P.I . TX6 3 I I n N 183,25T.54 I b1 E 1,299,384.92 �- ,cY.. P.I . TX6 7 I Z 1 k h• } ./ C'-�_� _ I 182,912.02- 1 V N I 183.082.52 AC TRAIL ` / o E 1. 6.36 NE LOCATION HEAD THE I NOTE HT R ` 114 °3$ ' 1$ i_L,.T Q d' 1 y� ry�� ON PLATE C-46 SI ` SO 30^ I �(o oe, Ve �,a \ E 1 299,385.44 7 98• x 6, 1 v to i� r Cy m •�� u 19' TYP `� b E 1.299 3p0 V I D 23 •age A}b 1 �� ti a R 50' R ` 20 pp47"RT C V• o — —1-- — ci- I ( 93�•00 ysv, �'fb b P.I. TX7 5 y .1. 'Pr'(• d y N 182,926.68 Q R- 0.76 ON h ^ E I ,299,421 .42 0 -I--- ZI kXI �l.. 183'204.81 t7-``.. J�36,95~ tT E I .299..337.34-._.._..h ...� ____..... ....._...... .f0.._.. Q oo �• } v 39 D ' .50556- RT ~� P.i . TX6 8 l .. I Z I A = 20°37'9" RT Q• Q• R ° 300.00' ~• N 182.772.03 I D = 38.11'50" T ° 84.16, Q• 1 = E 1 ,299,423 .42 1 R I50.00' P.I. TX6 6 L164.10' �o ~ 1 b T= 27.29' N 183,014.14 I �I L 53.98E 1,299,386.46 A = 25°II'60" LT FLOFORLAYOUTSEE PLATE 1 PLAN D = l oo 0 : R = 100.00' 1 B T = 22,35' SCALE: I" = 30' L = 43.98' C 30 20 10 r D 10 10 x x x PROFILE TX6 SCALE: I" = 30' DATE AND TIME PLOTTED: 10-DEC-1998 13:19 DESIGN FILE: 1:OdesignsOcrfcOCIVOcrfcclrt.dgn 4 3 10 r 10 x T�-Z C-33 C-35 C-37 C-39 C-34 C-36 C-38 _ KEY PLAN NO SCALE REVISIONS DESCRIPTION 30' 15' 0 30' 60, I" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTCNJ LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PARK TRAIL PLAN & PROFILE IV RENTON WASHINGTON SIZE INVITATIp, N0. fILE Iq. "T PLATE D B-99-0017 E-19-1-70 98DEC03 C-36 Ds BRS c.. artEr 44 2 4 3 2 O O O O N I I �I� I m2 Q; I E I ?99 i �Cxl I I I I A I b1 I I I .1826425.27 LT Q N.I p' S9.jj•g9" - E 1,299,525.9 '+ Ipp.00; 8 11 j p BEGIN RIVERSIDE DRIVE CLASS A OVERLAY & STRIPING O T ,56' L ' 17.08 -I SEE PLATE C-28 FOR I W I 1•, LT G i2'5 5 D 3005005N _ _ y . Q (0 ,� o, ,, ,� m °' TRAIL ALIGNMENT ON TOP OF LE . NEW OVERHEAD TRAIL LIGHT LOCATION TYP. SEE NOTES ON PLATE. C-46 Z I RIVERSIDE DRIVE R E STRIPING CLASS A T 63.69' ti 3 J O OVERLAY L ` EDGE OF U = I. R �IO'ITYP) �p AC TRAIL o N o o E 1 299 455 V I _. x �'+ 20' _ � 10')e- k o zz I 10 °i 1 0 0 ----*----I-----I-----r---- -- - 30 (V P.I . TX6 12 182.326.41 I 3 E 1,299,561.11 v FLOODWALL, SEE PLATE C-27 I FOR LAYOUT INFORMATION. P.I. TX6 9 10'52 38'52" R 200.00 ao ;o �+ P.I. TX6 II N 182,521 .50 I9.03' T _: 39.94' L N 182,375.90 1 E 1,299,480.16 I E 1,299,538.72 SCALE: I" = 30' a 1 I I I- IW I I a i vi is 1 I I I I I 1 1 N +1 I I -I +1 I IW Iw d I I I 1 -4 I N 1 I coI 1 1 d I (q (p �+J coljM 1 I 1+ I �I H N> HNI- Lu ( x011 HNj „y OY 4 - 0- J O W n - 0. J W w� �U Xj — J O H N awr•r v r- (o x DATE AND TIME PLOTTED: 10-DEC-1998 13:21 DESIGN FILE: 1: Odes ignsOcr fcOC 1 V9crfccl ru. dgn 4 + + + + + + 10 ID x x x x x PROFILE TX6 SCALE: I" = 30' 3 REVISIONS DESCRIPTION l I 1 d d X 1 H a > ILL 1 IO -4 la d I(p �1 NH xl V: H W - W� j 1 I 1 I I+y1 tfA U N j +1 J O W M N Xl H 1 cOI I I+ F�fI i I I XI OY y U > d N > I I m 1 - coo U N> HNI W M 0. > I I. I I 1 • I m� w o n T : + O N 2 PROFILE TX7 SCALE: I" = 30' Z C-35 C-37 C-39 C-34 C-36 C-38 KEY PLAN NO SCALE 30' 30' 15' Q 3. 0' 60, I' = IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PARK TRAIL PLAN & PROFILE V RENTON WASHINGTON SIZE Nvi7-M x0. FTE - I P TF D B-99-0017 E-19-1-70 98DEC03 C-37 D5- BRB cM. sxFFr 45 4 2 I REVISIONS DESCRIPTION A 30 20 10 O O O O , d = 6•1. / P.I . TX8 I R '?B .�I.. Li / N 182 ,007 .35 � T e IS0.00' L 8.81 ' E 1,299:627.66 P.1. TX8 3 L ' r N 181,932.95 P.I. TX8 4 "S IISg 1 E 1 299,665,85 N 181,664.04 CROSS ALK, SEE E 1 ,299 726.44 1 91 `- STRIPI G DETAL o " PLATE -46 EDGE OF - n q 1 0 j0 0 ._._. pp. ....�..._._... AC TRAIL `t ~ x - y X P P.I.TX8 6 END V 0 N 181 ,577.34 E 1,299,728.62 U 2 o � a ~• m It h -__-- NEW OVERHEAD TRAIL LIGHT LOCATION TYP. SEE NOTES I� oQ: a Q ON PLATE C-46 P.I.TX8 2 p 38eg4'50" RT d 1q.1' _.. _. D 1 R _ 28-38,52. P.I . TX8 5 N 181,990.17 R %50.00 T 200.00' N 181,612.83 E 1 ,299,633.54 T _ 43 08 l 24.59' IN 1 ,181 ,612.83 SEE PLATE C-29 FOR j0,31 g6" LT L 48.93' TRAIL ALIGNMENT p 11'50 ON TOP OF LEVEE 0 = 3 50 •OO , R = 13 .83 1 27.ST L SCALE: I" = 30' w U4 :- O O o cr d n U Cr a O W v c + c + ui w O W O _ M Q Q, a, w Ih (D W W J X 10 OD J X OD U ± N X 0, U X O+ r NF- r cm >: M) M r N r j Nr W JW — coL3 Jp X :n CD— X to U — J O — W JW IL W 2 Q. W Q r N> r N >: Q. Q CL W 2 a > w v d w c > APR A H PAYE 10 X PROFILE TX8 SCALE: I" = 30' DATE AND TIME PLOTTED: 10-DEC-1998 13:28 DESIGN FILE: I: Odes ignsOcrfc6CIV4crfcclrv.dgn 4 3 v v co w X X r r ZL C-35 C-37 C-39 C-34 C-36 C-38 KEY PLAN NO SCALE 30015' Q 30' 60, I" = 30' IF SHEET IS LESS THAN 32" X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PARK TRAIL PLAN & PROFILE VI RENTON WASHINGTON SIZE INVIiAiIOX H0. F0.E M0. OATEv RATE D B-99-0017 E-19-1-70 98DEC03 C-38 Ow BRB lm. SHEET 46 9 3 1 2 O r a 0 0 m 30 20 10 O m w W 0 Ir (.7 o a :n Z O w En , + O W + > O O In ti N ti — O -J OT — + u — ♦ X — w x — x — H m r r r0 j d+ L5 _ w X O r' e0 X L) N j -- H 1 d > W i CL > W N CL W N a- y y + — m m o+ x x x PROFILE TX9 SCALE: I" = 30' SEE PLATE C-30 FOR TRAIL ALIGNMENT ON TOP OF LEVEE N 180,749.1 ,300,009.E P.I TX9 4 END b EDGE OF MEET EXISTING TRAIL AC TRAIL N 180,595.17 h E 1,300,089.62 9 � 01 P.I . TX9 3 OO�,U ti N 180,635.80 R E 1,300,060.38 35.3g 1 RT R 0 .25 .� 49.T6' L PLAN SCALE: I" = 30' �Z C-33 C-35 C-37 C-39 C-34 C-36 C-38 NO SCALE DATE AND TIME PLOTTED: 10-DEC-1998 13:30 DESIGN FILE: I:OdesignsOcrfcOCIV6crfcclrw.dgn 4 3 2 REVISIONS DESCRIPTION 30' IS' Q 3.0' 60' I" 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PARK TRAIL PLAN & PROFILE VII RENTON WASHINGTON IM I IIIUTi N0. FILE W. MTL' KI E D B-99-0017 E-19-1-TO 98DEC03 C 39 0— BRB —T 47 4 I 3 2 L REVISIONS ' SYMBOL I ZONE DESCRIPTION DATE I BY A B 18" OF CLASS I RIPRAP SLOPE PROTECTION RIVER SIDE E ALIGNMENT AIRPORT SIDE 4" OF BASE COURSE I 5.2' Ti.5' i t.51 5.8' .1 q" OF TOPSOIL 100 YEAR WATER 1' AND SEEDING SURFACE ELEVATION _ I I 24" OF CLASS 11 1 2 -�MATERIEMBANKMENT RIPRAP ---------------I----------------- — -- STRIP 6" AND REMOVE UNSATISFACTORY MATERIAL LEVEE AND ROAD SECTION NOT TO SCALE CA10 100 YEAR WATER 1' E ALIGNMENT I 2" MIN. TOPSOIL AND SEEDING 4.5' (avg) LEVEE EMBANKMENT MATERIAL 2 2-------- ---------- ------I-------- ---------- / STRIP 6" AND REMOVE UNSATISFACTORY MATERIAL I LEVEE TYPE I g NOT TO SCALE C-16 FOR ASPHALTIC PAVEMENT AND BASE COURSE DIMENSIONS AND MATERIALS, SEE TYPICAL ROAD SECTION ON PLATE C-45. � ALIGNMENT DRAINAGE SWALE 2% � % WIDTH VARIES EXISTING GROUND SURFACE — —'WMAZ GUARDRAIL, SEE NOTE I 9' 9' 2' SHOULDER 2' 2" MIN. TOPSOIL 100 YEAR WATER f% 1 2_ % AND SEEDING SURFACE ELEVATION I 4" OF BASE COURSE 1 LEVEE EMBANKMENT 8 MATERIAL — — — — — — — I — I STRIP 6" AND REMOVE UNSATISFACTORY MATERIAL 18" OF CLASS IRIPRAP SLOPE PROTECTION EXISTING GROUND SURFACE 100 YEAR WATER SURFACE ELEVATION 24" OF CLASS II RIPRAP— LEVEE TYPE II NOT TO SCALE C 13 RIVER SIDE E ALIGNMENT AIRPORT SIDE LEVEE EMBANKMENT MATERIAL I STRIP 6" AND REMOVE UNSATISFACTORY MATERIAL LEVEE TYPE III E NOT TO SCALE ICL12 18" OF CLASS I RIPRAP SLOPE PROTECTION PLACE 24" LAYER OF CLASS 11 RIPRAP ON RIVERWARD SIDE FOR PROTECTION OF INTERSECTION 1 z I Ln I i I t _ LEVEE SIDESLOPE VARIES I I I I i %ATA. TOP OF ROAD (L!ROAD MATCH EXISTING GRADE I 1.5% r EXISTING GROUND SURFACE J FOR ASPHALTIC PAVEMENT AND BASE COURSE DIMENSIONS AND MATERIALS, SEE TYPICAL ROAD SECTION ON PLATEC-45 . 4" TOPSOIL E 2' AND SEED FLOODWALL 3 VARIES (3' MAX) -ASw— - - "71AVR- LEVEE EMBANKMENT EXISTING GROUND SURFACE MATERIAL LANDSCAPE BERM SECTION ALIGN FLOODWALL D ALONG E OF LEVEE NOT TO SCALE C-17 I I I I I I� LEVEE EMBED FLOODWALL 5'(MIN) I TOP OF LEVEE LEVEE ,4 FLOODWALL,7.�- f LEVEE TOE '44TAW----7--- ---------- ------ -AM%--- r WIDTH VARIES EXISTING GROUND SURFACE_/__C_/__L_1__L_1__L_/__G_/__G_/__G_/__L_1__L_J I LEVEE/FLOODWALL INTERSECTION_ ELEVATION LEVEE/FLOODWALL INTERSECTION, PLAN NOT TO SCALE 4" OF BASE COURSE NOTES: 4" OF TOPSOIL I. FOR GUARDRAIL INSTALLATION PROCEDURES AND AND SEEDING DETAILS, SEE DETAILS ON PLATE C-42. 44 4 1 8 NOT TO SCALE IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS I RENTON WASHINGTOP SIiE INVITATION H0. FILE x0. DAM, PLATE D B-99-0017 E-19-1-70 98DEC03 C-40 o PWN — BRB s"T 48 DATE AND TIME PLOTTED: 10—DEC-1998 11:07 DESIGN FILE: I:OdesignsOcrfcOCIVOcrfccldo.dgn 4 A �gcON 3 9 0 4 3 1 2 A 1 C N I � o " x3" STEEL BAR, TYP. TABLE AND BENCHES 4 EA. 3"x 12" W/1/2" SPACE BETWEEN, TYP. FOR TABLE LINE OF SYMMETRY L o -v NOTE: III/" 1'-6" I'-21/4 GALVANIZED PIPE W/ THROUGH III/2" 8" BOLT DETAIL USED FOR PICNIC TABLE AT PICNIC SHELTER, 3/8„ I /2" e SEE PLATE L-IL THROUGH BOLT 4' 3 o 71 22b LINE OF SYMMETRYQ\1 0\,,,BASE DIAM.,GALN PIPECENTEk'IN1SLAB'2 EA. 3"x8" W/I/2" SPACE BETWEEN, TYP. FOR BENCHESw COURSE MOTE: MPACTED SUBGRADE PLAN CONIC. PAD SIZE REDUCED TO 2'x2' WHEN ATTACHED TO OTHER CONIC. SECTION AT CENTER III CHAMFER TABLE PAD (AT PICNIC SHELTER). PLAN AN AND BENCH EDGES BARBEQUE PAD C.S. AND PLUG W/HARDWOOD PLUGS SCALE: 3/4" = I' BASE COURSE TYP. TABLE AND BENCHES �I CLIR I11/� 5/e"x8" LONG ANCHOR p BOLTS W/NUTS AND WASHERS BOTH ENDS. STAKE THREADS ON 10' X 10' PCC SLAB, EMBEDDED END, TYP. in CENTER ON TABLE r io iv ' v S. COMPACTED SUBGRADE - N SECTION CONC. TABLE AND BENCH SUPPORTS, REINFORCE W/ 3- 4" WIDE K-WEB PICNIC TABLE v N vi FEATURE STRIPE 21 v 6'" %z'x2" LAG SCREWS, TYP SCALE: 1'-0" BACKREST FROM i 4"x10" TIMBER 7" BENCH SEAT FROM 0 4 EA 4"x6" "—BENCH SEAT BRACKET L 5x5x r.19" LONG W/ 4 STUDS EVENLY SPACED BASE COURSE AT ONE LEG - LET LEG INTO CONC. FLUSH. PROVIDE CHAMFERED EDGE AROUND LET -IN LEG OF BRACKET. -NOTE; 4 BENCHES RED. PER TABLE, TYP. FEATURE STRIPE BASE COURSE 4' AC TRAIL EDGE y" DIA. EYEBOLT WELDED TO DA. END CAP BOTH ENDS, TYP 1-1/2" DIA. SCH. 40 STEEL PIPE-H.D. N GALVANIZE ENTIRE ASSSEMBLY AFTER FABRICATION. INSTALL THIS WAY ONLY 4" CONCRETE SLAB WITH _ 4 LT. BR. FINISH 4" BASE COURSE -II COMPACT SUBGRADE io DA. EYEBOLT WELDED TO /zPDA. END CAP -BOTH ENDS, I 6" u4 WELDED 11 TO PIPE ASSEMBLY CONCRETE FOOTING . 4 0, " PER FT_� TO DRAIN 0 U 0 Q Q I o, 0 0 p TYPICAL TRASH RECEPTACLE TIE -DOWN NOT TO SCAIf 2'-6" 8'-0" 2'-6" e Ef1 e B0H. SEAT tACK£T . �.$HAPED BACKREST '^'y' PRECAST CONC. P4ER' ' REINFORCE Wl 4-' 4" WIDE K- 0 ` (HEAVY DU .)yERT.- o - -BA�KREST `BRACKET`. #4 .012" O.C' 1/2 4' STEEL. `BAR NOR IZ. _ 1/za BOLT y{/N�ASHER , %z"� DIAM. THREADED ROD' eRECEsS eNUT END .Its II/z" DIAM. HOLE V/W.ASHERS AND NUTS G.S..' INTO QENCH`ANP PLUGGED ,,o IF BENCH IS NOT LOCATED ADJACENT TO PLUG W/ FAROWOOD J. TRAIL CENTER BENCH ON PAD. 13'x 6' CONCRETE PAD (MAYBE AC PLAN IF BENCH LOCATED ADJACENT TO TRAIL) BENCH SCALE: Y4" = 1'-0" PLAN REVISIONS DESCRIPTION /4" CHAMFERED EDGE TYP. 0 w -'[DIMENSION REFERENCE LINE OUTSIDE FACE OF CONCRETE FEATURE STRIPE NOTES: I. FOR LOCATIONS OF PICNIC TABLES, BENCHES, BARBECUE GRILL PADS, AND TRASH RECEPTACLE PADS, SEE PLATES L-2 THROUGH L-10. PICNIC TABLES AT PICNIC SHELTER, BARBECUE GRILLS, AND TRASH RECEPTACLES TO BE PROVIDED BY OTHERS. 2. MINIMUM SPACING BETWEEN BBO STANDARDS AND PICNIC TABLES IS 15'. 3. MINIMUM SPACING BETWEEN TRASH RECEPTACLES AND PICNIC TABLES IS 15'. IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS GVIL DETAILS II DATE AND TIME PLOTTED: 10-DEC-1998 11:09 DESIGN FILE: I:OdesignsOcrfcOCIVOcrfccidb.dgn i 2 RENTON WASHINGTON viE Iry UT.MI N4 FILE ND. MTE, RAiE D B-99-OOIT E-19-1-70 98DEC03 C-41 DS PWN °" �T 49 4 I 3 1 2 I REVISIONS SYMBOL I ZONE 1 DESCRIPTION DATE I BY %" R "X 1-1/8 "SLOT 25' I I A X 1-1/8 " SLOT I -_---' :: -_-r-_ 10/ R + 12 GAGE METAL /� - -I (- 16 „ 3-3/16" SECTION 1. ----- --- I - 6" X 2' BOTTOM PLATE AND 6" X 6" TRIANGULAR SIDE PLATE WELDED TO SOIL PLATE TO INSURE STEEL TUBE STABILITY IN LOOSE SOILS OR AS DIRECTED BY ENGINEER SOIL PLATE NOT TO SCALE %" X 3" X 21/4" END PLATE 2" 4" I" DIA STUD 1+1 I C STANDARD POST AND BLOCK— I I I --- �— ---- ----- •— -- I'-1/4" LAP j 12'-6" o I o o I o oho 0 0 4-1/4' M 4-1/4" 3" iB ..ilo DIA END PLATE DETAIL NOT TO SCALE 2 HEX NUTS FOR "' I STUD (SEE NOTE NO. 4) STANDARD SWAGED3� Y4" DIA HOLE (EIGHT) CONNECTION FOR 74" CABLE ELEVATION (GUARD RAIL REMOVED) DATE AND TIME PLOTTED: 10-DEC-1998 11:12 DESIGN FILE: I:OdesignsOcrfcOCIV4crfccldc.dan 4 6'-3" 12" 16" 4" 4„ 2 4" 2„ } I ANCHOR PLATE jf SEE DETAIL PLAN � I I DIA BOLT I I I — BREAKAWAY END POST, TRIM AS REQUIRED NOTES: I. ALL GUARDRAIL POST HARDWARE AND ACCESSORIES SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123 OR ASTM A153, EXCEPT AS OTHERWISE NOTED. ALL NUTS SHALL COMPLY WITH AMERICAN HEX ANSI SPECIFICATION B18.22. 2. 12'-6" GUARDRAIL LENGHTS SHALL BE USED. GUARDRAIL SHALL BE PRECURVED FOR CURVES LESS THAN 150' RADII (RADIUS TO FACE OF RAIL). 3. GUARDRAIL POSTS SHALL BE PLUMBED AND SET VERTICALLY. POST SPACING SHALL BE 6-3" UNLESS OTHERWISE SHOWN. 4. OUTSIDE NUT SHALL BE TOROUED AGAINST INSIDE NUT A MINIMUM OF 100 FT-LBS. 5/" DIA BOLT AND RECTANGULAR WASHER 8" 2' X IS" BUTTON HEAD BOLT WITH 7/g " OVAL GRIP 8„ ,I AND RECESSED HEX NUT — T ' _4c W-BEAM METAL GUARDRAIL PAINTED FED STD 5958 �2006 '� 2 - IOd NAILS wZ cv --- ---- ,CO " )K 1-1/8" SLOTS f BEARING PLATE - NO SPACER o 3/4" HOLE N IV, (SEE BEARING PLATE DETAIL) xQ iv N U O � FORM SOCKET IN CONCRETE TO "+ c 2Lu 2' �. RECEIVE 6" X 8" POST, OR PLACE � ?�, - 00 CONCRETE AROUND 6" X 8" POST I•:..; Z11 FINISH GRADE WRAPPED WITH I/2" THICK , STYROFOAM, OR EXPANDED . ' 6" X 8" X 6'-0" TREATED , , i-D POLYSTYRENE FOAM SHEETING jI TIMBER POST, 6'-3" OC TO FACILITATE BROKEN POST PAINTED PARK SERVICE BROWN FED STD 5958 #10091 }� REMOVAL (SEE NOTE NO. 3) z.. CONCRETE o 6 x 6 - 6/6 WELDED (T=YP) WIRE FABRIC 24" DIA CONCRETE FOOTING ELEVATION W-BEAM GUARDRAIL WITH TERMINAL NOT TO SCALE 3/6" THICK 2 HEX NUTS AND WASHER STEEL PLATE FOR I" STUD (SEE NOTE 4) BEARING PLATE 2" STD PIPE Z 111=0 M I I %4" ANCHOR CABLE SPACER DETAIL A (TY ) 6 x 6 - 6/6 WELDED I° WIRE FABRIC HEX NUT FOR 24'� BOLT SAMACHINE BOLT AND CUT WASHER ON POST AND GUARDRAIL SECTION FRONT FACE OF RAIL r ( %" BOLT TAL W-BEAM 4RD RAIL ANCHOR PLATE DETAIL LONGITUDINAL VIEW NOT TO SCALE 6'-6- SECURE FROM ROTATION 4" WITH 2 - IOd GALV. NAILS I%I6" DIA HOLE %- THICK STEEL PLATE I BEARING PLATE DETAIL SEE NOTE II 51/4" 3/4" DIA (6 X 19) GALVANIZED 3/8-► 3/8„ CABLE TO BE SWAGE CONNECTED IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII NOTE: ANCHOR CABLE DETAIL I' DIA X 7" LONG STUD THREADED ENTIRE LENGTH NOT TO SCALE (GUARD RAIL REMOVED) ',uD •D. 7 NOT TO SCALE IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHNGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS III RENTON II SIZE INVITATION NO. iLLE ND. DATL PLATE D B-99-0017 E-19-1-70 98DEC03 C-42 DSDN. PWN c.. SNEET 50 4 3 2 A B FLOODWALL PENETRATION, ELEVATION IJUT TO SCALE STEEL SHEETPILE BURN HOLE IN SHEET STEEL PIPE SLEEVE PILING TO PASS SLEEVE 2" LARGER THAN OD OF PROTECTED PIPE CUT EXISTING PIPE TO DRIVE SHEET -- PILE AND REPLACE CASING SEAL. FLEXIBLE WATER TIGHT SLEEVE MATERIAL SEE SPECIFICATION TYPE COUPLING SECTION 5101 EXISTING PIPE FLOODWALL PENETRATION SECTION (JI_,T 11, ALE NOTES: I. FOR STORM DRAIN PENETRATION OF FLOODWALL, CONTRACTOR SHALL EXCAVATE TO EXISTING PIPE, CUT PIPE TO ALLOW SUFFICIENT SPACE DURING FLOODWALL INSTALLATION, CUT SHEETPILE WALL AND RECONNECT PIPE THROUGH SHEETPILE AS SHOWN. 2. WHEN INSTALLING FLOODWALL AT LOCATION OF FIBER OPTICS CABLE, CONTRACTOR SHALL TAKE UTMOST CARE TO AVOID PENETRATING CABLE. CONTRATOR SHALL DRIVE SHEETPILE ADJACENT TO CABLE, BURN NOTCH IN WALL TO ACCOMMODATE CABLE, TEMPORARILY REROUTE CALBE TO FILL NOTCH, DRIVE ADJACENT SHEETPILE, CUT EQUIVALENT NOTCH IN WALL, AND RETURN CABLE TO ORIGINAL POSITION. CABLE SHALL THEN BE PROTECTED AS SHOWN IN FLOODWALL PENETRATION DETAIL. I'4 V16"I MIN Y4" PREFORMED NONEXTRUDING JOINT FILLER MATERIAL WW 1/� jD T JOINT SEALANT BOND BREAKER "T" SEE NOTE 4 (SEE NOTE 1 \ � � 1/g"MIN TO I/p"MAX I / SAWED POURED SEALANT WITH BOND BREAKER SEE JOINT CONTRACTION JOINT NOT TO SCALE TOP OF JOINT SEALANT I/g" TO I/4" BELOW TOP OF PANEL 1/4" R EXPANSION JOINT NOT TO SCALE REVISIONS ' I SYMBOL I ZONE I DESCRIPTION DATE I BY WW I/� JOINT SEALANT "T" SEE ACKER NOTE 4 ATERIA 1/8"MIN TO I/2"MAX SAWED POURED SEALANT WITH BACKER MATERIAL \ W=1/2T0 5/a„ I/e TO 1/4 FOR DEPTH SEE MANUFACTURES RECOMENDATIONS "T" SEE PREFORMED FILLER MATERIAL NOTE 4 W=/2"TO 5/a„ ( SEE NOTE 2) V8"-I/4" I/4"MIN TO I/2"MAX D T JOINT "T' SEE PREFORMED FILLER NOTE 4 MATERIAL ( SEE NOTE 2) K, I/4"MIN TO 1/2"MAX PREFORMED JOINT ATTACH WIRE TO WALL WITH STAINLESS STEEL ANCHOR SHACKLE THROUGH "I" BOLT AND THIMBLE Y4" DIA. STAINLESS STEEL "I" BOLT WITH LOCK NUT AT END. CENTER AND EMBED 15" IN WALL WIRE ROPE CLIP AND THIMBLE PREFORMED JOINT ELASTOMERIC MATERAL GUY WIRE TO TELEPHONE POLE DOUBLE SOCKET TURNBUCKLE CONCRETE FLOODWALL GUY WIRE TO FLOODWALL ATTACHMENT NOT To SCALE W=1/2"TO 5/8" l/s TO I14 FOR DEPTH SEE MANUFACTURES RECOMENDATIONS "T" SEE NOTE 4 \ � � 1/g"MIN TO %2"MAX / SAWED JOINT WITH ELASTOMERIC MATERAL NOTES: I. NONABSORPTIVE "SEPERATING MEDIUM" REQUIRED TO PREVENT JOINT SEALANT FROM FLOWING INTO THE SAWCUT, TO BREAK BOND AT THE BOTTOM OF SEALANT AND TO SEPARATE NONCOMPATIBLE MATERIALS. 2. PREFORMED FILLER MAY BE FIBER BOARD OR OTHER APPROVED MATERIAL THAT CAN BE SAWED OR SECTION REMOVED TO FORM A SEALANT RESERVOIR. 3. JOINT DETAILS SHOWN, REPPRESENT CONTRACTION JOINT REQUIREMENTS, THE DETAILS FOR BOND BREAKER AND DIMENSIONS SHALL BE THE SAME FOR CONSTRUCTION JOINTS. 4. THE DEPTH OF WEAKENED PLANE GROOVE 'T' IS EQUAL TO 1/4 THE PAVEMENT THICKNESS AND NOT LESS THAN 2 INCHES. 5. D=DEPTH OF SEALANT, 11/4 TO II/2 TIMES THE WIDTH OF SEALANT. IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHNGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS IV RENTON WASHINGTOt SIZE IHVIfAiION N0. FILE N0. UATEa RATE D B-99-0017 E-19-1-70 I 98DEC03 C-43 —. P" 011• BRB ls, r 51 DATE AND TIME PLOTTED: 10-DEC-1998 11:13 DESIGN FILE: I:OdesignsOcrfcOCIVOcrfccldd.dgn 4 4 3 2 REVISIONS DESCRIPTION B a 00 00 v TOP ELEVATION AS INDICATE 00 w J 00 NOTES: I� ,I I, I1 I I 11 1 1 1 1 � 1 I � i I I ' I , 1 I I I I ' I I I I I 1")1 AKI FLARE ENTRANCE TO OUTLET PIPE CAST IRON INLET FRAME AND GRATE SEE DETAIL THIS SHEET - 1" GROUT I I 2'-0" � I 1 • 21-2., • Z 4„ -F- - • I �- 6„ SECTION DRAINAGE INLET TYPE I NOT TO SCALE 1. WALLS MAY BE OF MATERIALS OTHER THAN BRICK - SEE SPECIFICATIONS. CAST -IN -PLACE CONCRETE MANHOLES SHALL HAVE WALLS REINFORCED WITH •4 BARS AT 1211 O.0 BOTH WAYS AT CENTER OF WALL, 2. COVER FRAME SHALL BE SECURELY INSTALLED IN A BED OF CEMENT MORTAR. 3. FRAME AND COVER SHALL BE SET SO THAT TOP OF COVER WILL BE FLUSH WITH GRADE IN PAVED AREAS AND 3" ABOVE GRADE IN UNPAVED AREAS. 4. PIPE CONNECTIONS SHALL BE AS SET FORTH IN SPECIFI- CATIONS, SECTION: SEWERS: SANITARY, GRAVITY. •4 0 12" OC EW INVERT ELEVATION AS INDICATED � N O 00 - ao co 1'-10 1/2" 2'-0" 2'-0 1/4" 2'-2" 2'-5 1/4" FRAME PLAN B C � v• 00 O • a B GRATE PLAN a AM M OD a 3/4" a 3/4" 1, 1/8J 1/800 \ Ln M SECTION A -A - _ N N 1/8" R (TY N 1-5/8' PAD 1-1/2" X 3/4" X 1/8" THICK (TYP) 8 REQUIREDr �7/4/8 (TYP) l• PAD 1 1/2 X 3/4" X 1/8" THICK (TYP) SECTION B-B 1-3/4" (TYP) 1/8" R (TY r3/4" NORMAL TO BAR N I 1-3/4" 11 till 1/8" 1-3/4" 1/2" NORMAL TO BAR SECTION C-C CAST IRON INLET FRAME AND GRATE NOTE: MINIMUM WEIGHT OF FRAME AND GRATE IS 280 LES. NOT TO SCALE TOP OF NEW GRADE LEVEE EMBANKMENT ADD ADJUSTING RINGS TO ( \ CATCH BASIN TO RAISE TO TOP OF NEW GRADE. JOINTS SHALL BE RUBBER -' GASKETED TO MEET ASTM EXISTING GROUND SURFACE 0 °-° C 443 STEPS IN ADJUSTMENT SECTION A �. i"'' °. SHALL HAVE SHALL HAVE 6" MIN FR MEINAND CO ERGHT CLEARANCE. i 1 I p 1 � P I TYPICAL OF TWO LOCATIONS, vi SEE PLATE C-28 CATCH BASIN EXTENSION rl. T T. _,, r,LE IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS V IDATE AND TIME PLOTTED: 10-DEC-1998 11:13 DESIGN FILE: I: Odes i gnsOcrfcOC I V4crfcc Ide. dgn 4 RENTON WASHINGTOI SIZE I INVITATION ND. ME N0. DATL PLATE D B-99-0017 E-19-1-70 98DEC03 C-44 DsDN. PWN °"'• BRB I sIEET 52 4 I 3 A NOTE: ASHPALTIC PAVEMENT MATERIALS AND CONSTRUCTION PROCEDURES TO BE PER WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, M 41-10 (L IROAD 2' SHOULDER 4" CLASS "E" PAVEMENT 9' LANE EXISTING GROUND SURFACE 1 2% 2% 2" CLASS "A" PAVEMENT EXISTING GROUND SURFACE DRAINAGE SCALE, R 2' DRAINAGE SWALE, R 2' 6" CRUSHED GRAVEL BASE 2" TOPSOIL AND SEEDING — COMPACTED SUB BASE / 2" TOPSOIL AND SEEDING TYPICAL ROAD SECTION NOT TO SCALE (EIROAD 5" WIDE REFLECTORIZED WHITE CENTER LINE, SEE SPECIFICATIONS SECTION 02580. I I 5" WIDE REFLECTORIZED WHITE EDGE LINE, SEE SPECIFICATIONS 20' SECTION 02580. AC PAVEMENT I EDGE OF ROAD I EDGE OF ROAD 10' 5" WIDE REFLECTORIZED WHITE EDGE LINE, SEE SPECIFICATIONS SECTION 02580. I AC PAVEMENT I 8'-5" 9' PAVEMENT MARKINGS NOT TO SCALE ® ■ DATE AND TIME PLOTTED: 10-DEC-1998 11:14 DESIGN FILE: 1: Odes ignsOcrfcOC I VOcrfcc I df. dqn 4 D- 0 N O N N + c N + F N Q N N m CN Ed In W N N 7 > W W > CL W Or 30 TOP OF FLOODWALL ROAD & LEVEE z 0 a20 - - - - -- ----- ---- ----------- J M EXISTING GROUND SURFACE W z_ 10 ~ J X WO W O M Ln 0 _ + n + N O W O N OT N N N O N m+° U J 1- 0 °+° STATION D_o > w > W a w N Q co Q LD (rl7 LEVEE & ROAD RAMP VERTICAL PROFILE NOT TO SCALE MAX. GRADE: 12H:IV 5' LANDING FOR 30' HORIZ. TYP. I- 'I EXISTING PATH PANEL COMPACTED SUBGRADE PATH PROFILE OVER BERM NOT TO SCALE 5' LANDING TOP OF BERM 0 co N ZONE EXISTING PATH 4" PCC SIDEWALK ON 2" CRUSHED GRAVEL BASE �SAWCUT EXISTING PANEL OR AT JOINT NOTE: JOINTS BETWEEN PANELS TO BE EXPANSION JOINTS. SEE PLATE C-43. WWF 6X6-W4XW4 MATCH WIDTH OF EXISTING PATH APPROX. 8' _ I 3 4" PCC 2„ 2" CRUSHED GRAVEL BASE LEVEE EMBANKMENT PATH SECTION NOT TO SCALE Au�.pd. 0 REVISIONS DESCRIPTION IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS GVIL DETAILS VI RENTON WASHINGTON SIZE INVI`"T ND. FILE ND. D.x PLATE D B-99-0017 E-19-1-70 98DEC03 C-45 D— PWN cxx. BRB SST 53 B 4 SLOPE VARIES SEE PLAN EXISTING GROUND -------- --------- SEE FCC CURB AND GUTTER DETAIL THIS SHEET. TYP BOTH SIDES -BROOM FINISH I -SLOPE VARIES SLOPE TO DRAT SEE PLAN 1/4" PER I- r_R �,_I[ EXISTING GROUND ----------- —4" PCC ` SATISFACTORY FILL SIDEWALK OR LEVEE EMBANKMENT 2" CLASS "A" ON —4" BASE F WITHIN MINIMUM LEVEE SECTION. 6" CLASS "E" ON COURSE 6" CRUSHED GRAVEL SIDEWALK ON RIGHT SIDE OF ROAD ONLY FROM STA PRD 1+87 TO 2*90 MEET PARK ROAD SECTION�-A� PY KT tir. NOT TO SCALE C-33 E ROAD I .. I I i EXTRUDED ASPHALT OR PCC CURB NO SCALE V4„ 13/16" TOOLED EDGE ITYP) FIBERBOARD JOINT FILLER SECTION- CURB AND SIDEWALK JOINT NOT TO SCALE CURB, AND SIDEWALK NOTES: I. A DUMMY JOINT CONSISTING OF 3/8 " OR 1/4 " X 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED IN CURB AT A MINIMUM OF 15 FOOT INTERVALS. WHEN CURB IS PLACED BY SLIP -FORMING, A PREMOLDED STRIP TO I/2 " THICK AND UP TU FULL DEPTH MAY BE USED. 2. EXTRUDED CEMENT CURB SHALL BE ANCHORED TO EXISTING PAVEMENT BY EITHER TIE BARS OR ADHESIVE IN CONFORMANCE WITH WSDOT/APWA STANDARD SPECIFICATION SECTION 8-04. 3. ExTRUDED ASPHALT CURB SHALL BE ANCHORED BY MEANS OF A TACK COAT OF ASPHALT IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION SECTION 8-04. EXISTING PAVING SAW CUT FULL DEPTH l TO BE REMOVED I AND TACK COAT EDGE OF EXISTING PAVEMENT I --EXISTING AC + PAVEMENT ^T NEW ACPAVINC__.. NEW BASE COURSE 12"MIN 12" MIN EXISTING BASE MATERIALS JOINT BETWEEN NEW AND EXISTING FLEXIBLE PAVEMENTS IA 12" — WHITE STRIPING (TYP) 24" 12 �- TYPICAL CROSSWALK DETAIL TYPICAL PCC CURB AND GUTTER DETAIL Nut I _:I_ALt DETAIL SHOWS EXISTING MARKER CONSTRUCTION. CONTRACTOR SHALL REMOVE AND RESET MARKERS AS SHOWN OR REPLACE WITH APPROVED EOUAL IF DAMAGED. 24" 'i MARBLE PLAOUE SET IN PCC _ a lu Mns �• � TOPSOI L T AND SEED GRAVEL BASE COURSE 1/4 MILE MARKER DETAIL NCII I -.I I A11 NOT TO SCALE FILTER FABRIC MATERIAL 2X2X14GA WIRE FABRIC USE STAPLES OR WIRE OR EQUIVALENT RINGS TO ATTACH FABRIC TO WIRE l All, 6' MAX Z2X4 WOOD POSTS, STANDARD OR EOUAL ALTERNATE: STEEL FENCE POSTS FILTER FABRIC 2X2X14GA WIRE OR EOUIVALENT LAY FABRIC ON THE SURFAC ON UPHI� L SIDE AND PROVIDE3'4" - 1.5 WASHED GRAVEL BACKFILL ON BOTH SIDES OF FENCE 2x4 WOOD POST ALT: STEEL FENCE POST SILT FENCE NO SCALE NOTE: PLACE SILT FENCE BETWEEN CLEARING LIMIT AND RIVER TO PREVENT UNCONTROLLED RUNOFF FROM ENTERING RIVER. REMOVE 3 WEEKS AFTER LEVEE HAS BEEN SEEDED. Mil, DETAIL NiI SCALE I46 Meru [ae,r .( :c HIP 7It„ TRAIL OVERHEAD LIGHTING NOTES: fnIf I. POLES SHALL BE LAMINATED, PRESSURE TREATED TIMBER, PACIFIC COAST DOUGLAS FIR, THE PRESSURE TREATMENT SHALL BE PER AWPA STANDARDS P8, P9 AND C-28. POLES SHALL MEET NEMA DEFLECTION REQUIREMENTS FOR IOOMPH WINDS INCLUDING A 1.3 GUST FACTOR. ABOVE GROUND MOUNTING HEIGHT SHALL BE 20 FEET AND TOTAL HEIGHT 24.5 FEET. THE CROSS SECTIONSHALL BE 5- 1/8 INCH WIDE AND 4-1/2 INCH THICK. THE FINISH SHALL BE SMOOTH. 2. POLE INSTALLATION SHALL BE PER MANUFACTURER'S REOUIREMENT, USING CONCRETE AT LEAST 24 INCHES DIAMETER AROUND THE POLE AND BETWEEN GRADE AND TO THE BOTTOM OF THE POLE. I INCH PVC CONDUIT SHALL BE RUN BETWEEN ACCESS HOLE AND JUNCTION BOX INSTALLED 3 FEET FROM THE POLE. 3. JUNCTION BOX SHALL BE INSTALLED NEAR EACH POLE FOR SPLICING OF CONDUCTORS. THE BOX SHALL BE WATERTIGHT, TESTED IN ACCORDANCE WITH NEMA 4. MATERIAL SHALL BE POLYMER CONCRETE AND HEAVY -WEAVE FIBERGLASS REINFORCEMENT. THE COVER SHALL BE SUITABLE FOR 8000 POUNDS SERVICE LOAD WITH "ELECTRIC" LOGO., GASKETED, WITH 3/8 INCH 16-NC HEX BOLTS W/GASKET AND PULL SLOT. THE BOX SIZE SHALL BE 21-5/8 INCH LONG-11 5/8 INCH WIDE 8 59/64 INCH DEEP WITH OPEN BASE. 5. INSTALL I INCH PVC CONDUIT BETWEEN JUNCTION BOXES AND TWO TIMER/METER BOXES, ONE NEAR THE STADIUM ALONG THE TRAIL AND OTHER NEAR REST ROOMS. THE CONDUIT SHALL BE INSTALLED 24 INCH BELOW GRADE MINIMUM AND STUBBED UP INTO JUNCTION BOXES AND METER/TIMER BOXES. USE RIGID STEEL ELBOWS OR CONCRETE ENCASEMENT FOR STUB -UP TO PROVIDE RIGIDITY. PROVIDE METAL DETECTION TAPE A FOOT BELOW GRADE AND ABOVE CONDUIT. 6. PROVIDE 2#8 AND 1 #10 GROUND WIRE IN CONDUIT/ JUNCTION BOXES FOR USE AS FEEDER WIRE . THE WIRES TO FIXTURE MOUNTED ON POLE SHALL BE 2R12 AND 1u12 GROUND. CONNECT EACH u12 PHASE WIRE TO #8 VIA I AMP IN -LINE WITERTIGHT FUSE AT THE JUNCTION BOX. GROUND WIRES SHALL BE USED FOR GROUNDING ALL METAL PARTS. 7. EXISTING LIGHT FIXTURES SHALL BE REMOUNTED ON POLES AND CONNECTED TO WIRES/CIRCUITS PER EXISTING CONNECTIONS. FIXTURES ARE IOOWATT, I 0.52 AMPS 240 VOLT WITH H38 LAMP. 8. ALL ELECTRICAL WORK SHALL COMPLY WITH.NFPA 70, NATIONAL ELECTRICAL CODE, 1996 EDITION, STATE AND LOCAL CODES. IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, W',SHPI,,! I LIJWER CEDAR RIVER FLOOD I.OMRuL LEVEES g, FLOODWALLS CIVIL DETAILS VII h. �,4 z z 0 w 0' u 0 B 4 3 2 1 I I E TRAI ROFILE GRADE Y4" CHAMFE 21, CLR FINISH GRADE ROUND OFF EDGE �_ 8' I 6" 3" CLR TOPSOIL AND SEED I FEATURE STIPE, (SEE LANDSCAPE PLANS) SEE PLATE C-41 ° ° 6" OF GRAVEL BACKFILL 18" OR 24" 2" CLASS A AC SEE PLAN #4 016' ANGLE OF REPOSE Lt 4" BASE COURSE °4 COMPACTED SUBGRADE SATISFACTORY FILL I/Z" WEEP HOLES ® 4' ° OR LEVEE EMBANKMENT MATERIAL FINISH GRADE ° RIGHT BANK TRAIL SECTION IN PARK ° NOT TO SCALE #4 1012" ALTERNATE LEG 18" 2" CLR a 3 #4 EVENLY SPACED 3" CLR ANGLE OF REPOSE 4" BASE COURSE LEVEE OVER -BUILD E LEVEE SEE PLAN FOR LOCATIONS I 8'MIN AT PROFILE GRADE MINIMUM LEVEE PRISM FOR COMPACTION ROUND OFF EDGES AT GRADE BREAKS SIDE SLOPES VARY SEE PLAN (2H:IV MAX) 2'MIN EXCEPT ATLEVEE PAVED EDGE EMBANKMENTEXISTING GROUND SURFACE ----------- --- 1 STRIP 6" SOD AND TOPSOIL AND REMOVE AC PAVEMENT, AND BASE MATERIAL RIGHT BANK LEVEE SECTION IN PARK q NOT TO SCALE C-25 EXISTING GROUND SURFACE TOP OF LEVEE 5' EXCAVATE AND BACKFILL EXISTING GROUND SURFACE ��WITH COMPACTED LEVEE EMBANKMENT MATERIAL ANGLE OF REPOSE 7/L!V/N WIDTH AT BOTTOM OF EXCAVATION IS 3' LEVEE END AT INTERSECTION WITH EXISTING GROUND NOT TO SCALE C-24 8" 4' CHAMFER 3" CLR MIN H (VARIES SEE PROFILE) COMPACTED BACKFILL C41- #4 012" IMBEDMENT LENGTH = H (16" MIN) PCC CURB WALL (STA RT 68+08 - 73+80) (STA 58+40 - 59+10) NOT TO SCALE DATE AND TIME PLOTTED: II-DEC-1998 14:46 DESIGN FILE: I:OdesignsOcrfcOCIVOcrfccldi.dgn d RETAINING WALL SECTION g NOT TO SCALE L-II %" x 3" BOLT FLAT WASHER- mywrm mom aF - rrwmrrTIKIr I INK "'PAVER EDGE CONNECTION DETAIL NOT TO SCALE VERY ROUGH FINISH, I/2 " INDENTATIONS 3„ I/2" O O O 6111 - CONNECTING LINK I /g 14 SECTION A -A NOT TO SCALE 3 - #4 EVENLY SPACED Al] #5 - CONNECTING LINK 3 3„ 14" 1L 36" 12' q BOAT LAUNCH RAMP PAVERS NOT TO SCALE v LAND SIDE o [#4's, TACK WELD TO ANGLE ° 18" X 2" HOOK WALL REINFORCING DIA x 4 %2" ANCHOR BOLT ® 6" O.C. WITH NUT, D v D WASHER, AND LOCK WASHER D v v PCC CURB WALL THIS PROJECT v DD EXISTING PCC WALL D L5"x3"x%2" FULL HEIGHT D RIVER SIDE PCC CURB WALL ATTACHMENT DETAIL, PLAN SCALE: I" = 1'-0" �.0. REVISIONS DESCRIPTION NOTES: I. INSTALL BOAT LAUNCH RAMP PAVERS AT BOAT LAUNCH RAMP (APPROX. STA RT 16+80) FROM ELEV. 18.0' TO ELEV. 15.0'. MAXIMUM SLOPE IS 18%. BURY SINGLE PAVER 3' INTO EMBANKMENT AT START OF PLACEMENT AS DEADMAN AND CONNECT TO FIRST PAVER BLOCK WITH Y4" EYE BOLT ANCHOR ROD. 2. INSTALL BOAT LAUNCH RAMP PAVERS ON 4" LAYER OF COMPACTED BASE COURSE. FILL SPACE BETWEEN PAVERS WITH BASE COURSE. IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS VIII RENTON WASHINGTOP SIZE WVITATION N0. FILE Np. DATE, PL*TE D B-99-0017 E-19-1-70 98DEC03 C-47 ° PWN M. �T 55 7 4 3 2 5. 4' REVISIONS SYMBOL I ZONE DESCRIPTION RAILS AND PICKETS TO BE GALVANIZED. INSTALL HANDRAIL A ON BOTH SIDES OF STAIRS 36" 4„it 1 '6" RISI 18" FINISH GRADE OF PAVERS (ELEV.— 20') c SEE PLATE L-11 FOR STAIR LOCATION 0 0 8' U W u U 8 C 1 III/2" DIA. " DIA. PICKETS SCHED 80 4" OC MAX BOTTOM ENLY SPACED RAIL 3.5" 3.5" a4 012" 0. C. CHEEK WALL PCC STAIRS, 6" RISE x 12" TREAD I I I I I I � I I I" CLAY PAVERS A STAIRS AT RESTROOM — PLAN SCALE: y2" = 1'-0" DATE AND TIME PLOTTED: 10-DEC-1998 14:28 DESIGN FILE: ]:Odes fgnsOcr fc4C l V6crfccl dj. dgn A SCALE: I/2" = 1,-0" 2" DIA. SCHED 80 PIPE HANDRAIL WITH WELDED JOINTS 4" 3' -0" MEET AC TRAIL (ELEV. -25') 6" 4" PIPE COLLAR 2" SCHEDULE 80 PINNED TO POST GALVANIZED STEEL PIPE 3„ TOP OF CHEEK WALL 6" B a a C-48 CORROSION -RESISTING 3" DIAM NOM. STEEL PIPE SLEEVE I8 io QUICK SETTING oo HYDRAULIC CEMENT o CORROSION -RESISTING a 3"X3"X I/4" STEEL PLATE PIPE SLEEVE DETAIL q NOT TO SCALE C-48 CENTER RAIL ON WALL Y4" CHAMFER (_ " CHEEK WALL CONSTRUCTION JOINT x4 ® 12" ANGLE OF REPOSE 4" GRAVEL BASE COURSE T 4" PCC — SECTION B—B NOT TO SCALE STAIR TREAD DETAIL IV NOT TO SCALI C-48 IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGL( U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHNGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS IX RENTON WASHINGTON $ iSE Ixv1T�iIM XD. FIEE W. D�TE1 PLATE D I B-99-0017 E—I9—I-70 98DEC03 C-48 Dsw PWN C.. s MT 56 4 3 2 REVISIONS DESCRIPTION 0 A B I % SLOPE (TYP) I % SLOPE (TYP) EXISTING AT -GRADE LIGHT FIXTURE CAN TO BE PROTECTED NOTE: SUBGRADE SLOPE GROUND SURFACE TO MATCH TOP OF CAN. CONTOUR SURFACE AWAY FROM TOP OF FIXTURE BASE AT GRADIENT INDICATED FOR 5 RADIAL FEET WHERE POSSIBLE. LIGHT CAN FIXTURE SECTION (TYP) NOT TO SCALE 2' DIAMETER CONCRETE PAD IN PAVED AREAS ONLY PROVIDE SCREW TYPE PLUG FINISH GRADE --\ C STORM DRAIN OR SANITARY SEWER SIZE AS SHOWN ON PLANS WWF 6X6 - W2.9XW2.9 6" DIAMETER PIPE LONG RADIUS BEND KNOCKOUT TYPE PLUG AT END OF LINE TYPICAL SURFACE CLEANOUT 2" (MIN) TOPSOIL AND SEEDING DEPRESS CB 2" FROM SURROUNDING GROUND (MAX) 2" (MIN) TOPSOIL AND SEEDING 3 GROUND CONTOURS TO FOLLOW PARABOLIC ALIGNMENT Y SUBGRADE GRASSED SAFETY AREA SECTION (TYP) q NOT TO SCALE C-18 EXISTING PAVED RUNWAY/ TAXIWAY SURFACE 2" (MIN) TOPSOIL AND SEEDING 3' (TYP) HORIZONTAL DRAINAGE SWALE 3 i�) SUBGRADE 3 GROUND CONTOURS TO FOLLOW PARABOLIC ALIGNMENT GRASSED SAFETY AREA SECTION (TYP) g NOT TO SCALE C-19 GRASSED SAFETY AREA � I.5" SLOPE (3% MAX) I q-• I SUBGRADE PAVEMENT EDGE DETAIL (TYP) NOT TO SCALF IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS X DATE AND TIME PLOTTED: 10-DEC-1998 11:03 DESIGN FILE: 1:0designs0crfc0C IVOcrfccl lo. don 4 NOT TO SCALE RENTON WASHINGTOP 51 iE BNrt�0M 99n. MTE D _ PLnTE E-19-1-TO 98DEC03 C-49 """ PWN C.. BRB �T 57 4 3 I PLANT MATERIAL LIST AND LEGEND (MITIGATION PLANTINGS) A B SYMBOL O PLANT MATERIAL LIST AND LEGEND (PARK PLANTINGS -RIGHT BANK) OUANTITY*« TAG BOTANICAL NAME/COMMON NAME SIZE CONDITION TREES 4 AC AESCULUS CARNEA 'BRIOTTIV 2" CALIPER BB, WELL - RED HORSECHESTNUT BRANCHED 45 AF ACER X. FREEMANII'ARMSTRONG' 2-1/2" BB, WELL- ARMSTRONG MAPLE CALIPER BRANCHED 59* AR ACER RUBRUM 'SUNSET' 2" CALIPER BB, WELL - RED MAPLE BRANCHED I CC CERCIS CANADENSIS 1-1/2" BB REDBUD CALIPER 3 CH PRUNUS SP. 2" CALIPER BB FLOWERING CHERRY 7 CP CRATAEGUS PHAENOPYRUM 2" CALIPER BB WASHINGTON THORN 3 GB GINKGO BILOBA 4" CALIPER BB MAIDENHAIR TREE 2 LT LIRIODENDRON TULIPIFERA 2" CALIPER BB. WELL - TULIP TREE BRANCHED I LW LABURNUM WATERERI 5'-6' HT. BB GOLDEN CHAIN TREE 105 PC PINUS CONTORTA 5508'-9' HT., BB SHORE PINE 50010'-12' HT. 5 PM PSEUDOTSUGA MENZIESII 8'-9' HT. BB DOUGLAS FIR I OV QUERCUS VIRGINIANA 8'-10' HT., CONT. LIVE OAK 15 GALLON 7 SIB SALIX BABYLONICA 3" CALIPER BB. WELL - WEEPING WILLOW BRANCHED I SP STEWARTIA PSEUDOCAMELLIA 5'-6' HT. BB JAPANESE STEWARTIA SHRUBS 13 CJ CAMELLIA JAPONICA 5 GALLON CONT. HARDY PINK CAMELLIA 48" O.C. 58 CH CISTUS HYBRIDUS 5 GALLON CONT. WHITE ROCK ROSE 48" O.C. 70 CP CISTUS PURPUREA 5 GALLON CONT. PURPLE ROCK ROSE 48" O.C. 105 CIF CORNUS FLAVIRAMEA 3'-4' BR, OR CONT. YELLOWTWIG DOGWOOD 5 GALLON 48" O.C. 138 CS CORNUS STOLONIFERA 3'-4' BR, OR CONT. RED -OSIER DOGWOOD 5 GALLON 48" O.C. 36 EA EUONYMOUS ALATA 'COMPACTA' 3'-4' BR, OR CONT. DWARF -WINGED EUONYMOUS 5 GALLON 48" O.C. 20 FM FUCHSIA MAGELLONICA 'RICARTOONII' 2 GALLON CONT. HARDY FUCHSIA 48" O.C. 369 FI FORSYTHIA INTERMEDIA 'SPRING GLORY' 3'-4' BR, OR CONT. SPRING GLORY FORSYTHIA 5 GALLON 48" O.C. 100 HO HYDRANGEA OUERCIFOLIA 3'-4' BR, OR CONT. OAKLEAF HYDRANGEA 5 GALLON 48" O.C. 17 IC ILEX CORNUTA BUFORDII 2 GALLON CONT. BUFORD HOLLY 48" O.C. 87 LO LIGUSTRUM OVALIFOLIUM 3'-4' BR, OR CONT. CALIFORNIA PRIVET (NON -VARIEGATED) 5 GALLON 48" O.C. 36 MA MAHONIA AOUIFOLIUM 5 GALLON CONT. TALL OREGON GRAPE 48" O.C. 41 PLO PRUNUS LAUROCERACUS 'OTTO LUYKEN' 5 GALLON CONT. OTTO LUYKEN LAUREL 48" O.C. 63 ST SPIRAEA THUNBERGII 2 GALLON CONT. THUNBERG SPIRAEA 48" O.C. 68 SV SYRINGA VULGARIS 3'-4' BR, OR CONT. LILAC 5 GALLON 48" O.C. 430 VO VIBURNUM OPULUS 'COMPACTUM' 3`41' BR, OR CONT. DWARF HIGHBUSH CRANBERRY 5 GALLON 48" O.C. 4" MINIMUM TOPSOIL, RIGHT BANK, u AND HYDROSEED PER SPEC. + 35 REPLACE LONDON PLANE (PA)TREES, POPLARS (P), AND ALDERS (A)BEING REMOVED **QUANTITY NOTE: OUANTITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR EXISTING TREES TO BE TRANSPLANTED (SEE LANDSCAPE PLANS FOR NEW LOCATIONS) OTY.++ SYMB. SPECIES 3 PC SHORE PINE 5 CP WASHINGTON THORN I CN PACIFIC DOGWOOD 8 AF ARMSTRONG MAPLE 8 AR RED MAPLE I PT EMPRESS TREE 3 SP JAPANESE STEWARTIA 2 GB MAIDENHAIR TREE (GINKGO) 2 AC RED HORSECHESTNUT EXISTING TREE TRANSPLANTING NOTE: 1) NEW LOCATIONS FOR EXISTING TREES WHICH WERE REMOVED, BALLED AND BURLAPPED, AND STORED FOR TRANSPLANTING SHALL BE STAKED OUT IN THE FIELD BY THE CONTRACTOR AND AP- PROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION. 2) MEMORIAL TREE PLAQUES SHALL BE RE- INSTALLED WITH THE SAME TREE AS WHEN REMOVED BY THE CONTRACTOR. EXISTING TREE LEGEND (SEE DEMO DRAWINGS) SYMBOL TREE SPECIES A ALDER AC RED HORSECHESTNUT AF ARMSTRONG MAPLE AR RED MAPLE CC REDBUD CH CHERRY CN PACIFIC DOGWOOD CP WASHINGTON THORN GB MAIDENHAIR TREE (GINKGO) LT TULIP TREE LW GOLDEN CHAIN TREE P POPLAR PA LONDON PLANE TREE PC SHORE PINE PM DOUGLAS FIR PT EMPRESS TREE OV LIVE OAK SIB WEEPING WILLOW SP JAPANESE STEWARTIA SYMBOL 0 0 0 O 0 0 U 0 QUANTITY** TAG BOTANICAL NAME/COMMON NAME SIZE CONDITION LT. BANK RT. BANK TREES 256 A ALNUS RUBRA 3'-4' BR BR OR CONT RED ALDER OR 5 GAL. 8'OC. 35 AG ACER GLABRUM VAR. DOUGLASII 4'-6' HT, CONTAINER DOUGLAS MAPLE g OC. 27 FL FRAXINUS LATIFOLIA 4'-6'HT. CONTAINER OREGON ASH 10' 15'OC. 38 PC PINUS CONTORTA 6'-7' HT. B & B SHORE PINE 10'-15' OC. 8 TP THUJA PLICATA 6'-7' HT. B & B WESTERN RED CEDAR 10'-15' OC. 8 TH TSUGA HETEROPHYLLA 6'-7' HT. B & B WESTERN HEMLOCK 10'-15, OC. SHRUBS 52 AA AMELANCHIER ALNIFOLIA 5 GALLON CONT. SERVICEBERRY 48" OC. 86 CI CEANOTHUS INTEGERRIMUS 2 GALLON CONT. WILD LILAC 48" O.C. 378 CT CEANOTHUS THYRSIFLORUS 2 GALLON CONT. BLUEBLOSSOM 48" O.C.. 112 Ll LONICERA INVOLUCRATA 5 GALLON CONT. BLACK TWINBERRY 48" OC. B5 MA MAHONIA AOUIFOL(UM 2 GALLON CONT. TALL OREGON GRAPE 48" O.C. 86 OC OEMLERIA CERASIFORMIS 5 GALLON CONT. INDIAN PLUM 48" OC. 112 PCN PHYSOCARPUS CAPITATUS 2 GALLON CONT. NINE ARK 48" OC. 98 PE PRUNUS EMARGINATA 5 GALLON CONT. BITTER CHERRY 48" OC. 70 PL PHILADELPHUS LEWISII 2 GALLON CONT. WILD MOCK ORANGE 48" OC. 335 611 RN ROSA NUTKANA 2 GALLON CONT. NOOTKA ROSE 48" O.C. 100 IRS RIBES SANGUINEUM 3'-4' BR, OR BR OR CONT. RED -FLOWERING CURRANT 5 GALLON 48" OC. 820 SG SALIX GEYERIANA LIVE STAKE OR CUTTING/ GEYER'S WILLOW COLLECTED 24" O.C. 1494 1140 SL SALIX LANRA LIVE STAKE OR CUTTING/ PACIFIC WI COLLECTED 24" O.C. GROUNDCOVERS 415 MN MAHONIA NERVOSA I GALLON CONT. LONGLEAF OREGON GRAPE 36" O.C. 1502 350 GS GAULTHERIA SHALLON I GALLON CONT. SALAL 36" O.C. 310 PMS POLYSTICHUM MUNITUM I GALLON CONT. SWORDFERN 36" O.C. 4" MINIMUM TOPSOIL RIGHT BANK, A g (2" MINIMUM TOPSOIL LEFT BANK UNLESS INDICATED OTHERWISE) AND HYDROSEED PER SPEC., MIX A OR B AS INDICATED GENERAL LANDSCAPE NOTES: 1) ALL TREES 5" CALIPER OR LESS (EXCEPT FOR LONDON PLANE TREES, ALDERS, AND POPLARS)SHALL BE TRANSPLANTED TO NEW LOCATIONS AS SHOWN. SEE TABLE THIS SHEET OF EXISTING TREES TO BE TRANSPLANTE. 2) ALL OTHER TREES TO BE REMOVED AND NOT TRANSPLANTED SHALL BE REPLACED IN KIND WITH SIZE AS INDICATED IN PLANT LIST (SEE LANDSCAPE PLANS FOR LOCATIONS); WITH THE EXCEPTION OF THE LONDON PLAN TREES, ALDERS, AND POPLARS WHICH SHALL BE REPLACED WITH SUNSET RED MAPLES, 2" MINIMUM CALIPER. 3) MITIGATION PLANTING TO BE INSTALLED NO FURTHER INTO PARK THAN 15'BACK FROM TOP OF RIVER BANK. MITIGATION PLANTINGS ARE TO BE INSTALLED ON BOTH RIGHT AND LEFT BANK ALONG RIVER BANK AS INDICATED ON LANDSCAPE PLANS. 4) CONTRACTING OFFICER SHALL APPROVE ALL PLANT MATERIAL AND PLANTING LAYOUTS PRIOR TO INSTALLATION. 5) EXISTING IRRIGATION SYSTEM TO BE REDESIGNED AND INSTALLED BY CONTRACTOR TO FIT NEW SITE LAYOUT AND NEW AND EXISTING PLANT MATERIALS. REDESIGN OF EXISTING SYSTEM SHALL BE BASED ON IRRIGATION SYSTEM REFERENCE DRAWINGS PROVIDED AND SPECIFICATION SECTION 02811, IRRIGATION SPRINKLER SYSTEMS. } LEFT BANK ONLY UPSTREAM OF -HANGARS LEFT BANK ONLY 7) ALL VEGETATION SHOWN TO REMAIN THAT IS DAMAGED OR DESTROYED DUE TO CONTRACTOR ACTIVITIES AND NOT SHOWN OTHERWISE SHALL BE RESTORED. RESTORA- TION SHALL INCLUDE REPLACING DECIDUOUS TREES WITH A 4" MINIMUM CALIPER TREE OF THE SAME SPECIES; REPLACING EVERGREEN TREES WITH A 5' MINIMUM HEIGHT TREE OF THE SAME SPECIES; AND REPLACING SHRUBS OR GROUNDCOVERS WITH A MINIMUM 2 GALLON CONTAINER SIZE OF THE SAME SPECIES. 8) FOR CIVIL AND LANDSCAPE ABBREVIATIONS, SEE PL. G-4. 9) EXISTING DESIREABLE AND NATIVE VEGETATION TO BE PRE- SERVED SHALL BE TAGGED IN FIELD BY CONTRACTOR AND APPROVED BY CONTRACTING OFFICER PRIOR TO ANY CLEARING OR SITE PREPARATION ALONG BOTH RIGHT AND LEFT BANKS FOR MITIGATION PLANTING. SITE PREPARATION FOR MITIGATION PLANTING TO INCLUDE REMOVAL OF GRASS/WEEDS AND TILLAGE PER SPEC SECTION 02950. 10) TREES SHALL BE PLANTED A MINIMUM OF 15'FROM ALL PAVING EDGES AND SITE FURNISHINGS (EG. LIGHT POLES, BENCHES, ETC.). IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGL,' U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS PLANT LIST/LEGEND AND GENERAL LANDSCAPE NOTES DATE AND TIME PLOTTED: II -DEC -1998 10:48 DESIGN FILE: i:4designsOcrfcOciv0crfcllac.dgn 4 7 6) ALL EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED FROM DAMAGE DURING PLANTING AND LANDSCAPING OPERATIONS. e RENTON WASHINGTO SIZE TAT.TAT. N N0, FiEE ND. DATE: 11TE D B-99-001T E-19-1-70 98DEC03 L-I — YOROZU — SKRINDE s"EET 58 4 3 19 A B 0 I 2-AR I Paved Parking 2-PC 00 - ------- f •, STY a,a7�T�_i'K� bool &1u, a,n��+.�� C►L' ��iOoo�w'E�a �or° vs-�`o*�s,i ��'��o© a°000ve�uev�� ooe �► !-o�'ar•oa aosowo° e�oao°o°aagoo°re°ora.�.aoo�J°+�;o�-_®+++°d0000 OosQ0o0oAOQ'�,�7.�� o4®oaI _/. �7 1 1 i h� P N *00 ;, BENCH, TWO..TYP. rD SEE PLC-41 3FeLd 71�Q©• I -CH 2-PC CH 2 PC 06 RL-t2a4 +OQ Pc L SLI 59'27 E - )'� 53°44 RT EXISTING BENCH --TO--- __--____ -- REMAIN, T.YP.- -- -------- -- 411 PICNIC TABLE, TYP. _. ------------- ------- - SEE PL. C 41 -PC PC 48-CF 16-AA I-R 14-RN 8-CI 7-CI 35-CI r W t3 RN CI r 4 : '.: ........... .. .. I 8-CI 6-CI 12-RN i _ 74-SG 16-RN 8-PCN 39-SG / II.1 ItN 6 ',1, 8-AA 17-RN 32-R 19-SG 20-SG E 7.298. 1 0 0 E /.298,55( CEDAR RIVER FLOW 1 I rv-I J NOTES: 1) SEE PL. L-I FOR PLANT LIST/LEGEND AND GENERAL LANDSCAPE NOTES. 2) SEE PL.L-12 FOR LANDSCAPE DETAILS. �Z L-10 L-2 L-4 L-6 L 8 -9 L 3 L 5 l T KEY PLAN ,II, .SALE 30' 15' 0 30' 60' I" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINVTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LANDSCAPE PLAN I SIjE INYITAiIpi A'0. FILE "D. WTE: PLATE D B-99-0017 E-19-1-TO 98DECO3 L-2 GSGN. yOROZU/CAESAR G" - SKRINDE 91at 59 4 3 2 0 0 s a r 0 a w z 0 A B C 0 0 v P I s E �.299.150 i z z SAN SAN I y - oOC _ I I I I _ I I I --.__ I-Ak 10-VO. 66-HO, 36-EA I -PC I -PC I-CP '-PC I I -AR - -- - - - _ 11=V0 �i2 FI 17 ST - c S AR II VO I2 FI 3 PC 27 FI I -PC I2-AR - _ -- 5 2-PC - W. 2t fH I' - ---------r7iR RT 214-00 RT-------- ------------ 0 , 52g< 1Vf�. E RT I g+00 � � 32�2� �'__-'_-' �� Oq E _ - _ - _� S _ _ E ).29g 00Q RT 0 25-HQ 519° 13'53"E 28^ Oa 46 E 7 RS -L ik T 522°55 __- -- - -_-____ I CW .I I ) - R -CP _ g 1'A 2 _J I' 9-HO 3_PC;-;JJ] L - --I-p �I I _. --2-AR -- - •PICNIp' TABLES. TWO TYP.-'-`,+r-RN - -- - -- '- sE€ FL._G 4l_- �• _ o - L 7-0C ------------ �t J F- _ 6-RS 4-RS 5=L1 J WI I -AR 21-RN- 2'- 7= f 5-AG nc t 3-PC 7-PE .-_ 9-PL h II- E T-PE- I -FL - C 'T 1 I -FL SRC.• 3-AG _ - "o F _ _ _ _ BENCH, TYP. 3 AG - 0 2_ - I ti AC' SEE-PL. C-41 O F CL e 22 RN W I 2-PC 9-RN 10-SG J 12-RN 59-GS 22-RN 7-PCN O Z I 3-PCN 164PSL J 4-PCN 19-PMS 22 N J I �I J _ 39-SL 17-GS J I 16-RN 15-SL 7-RN 2-FL 31-GS 6-PE �I 80/ �0PEN I NG £ ) 298 SSQ CEDAR RIVER FLOW I I I I I I I E ).298, Epp 1h i \ 1 I I I I I I I I I I I f_ DATE AND TIME PLOTTED: 11-DEC-1998 10:07 DESIGN FILE: 1:0designs0crfc0C I VOcrfc I ire. dgn 4 o � h M P M � T � i 2 n NOTES: 1)SEE PL. L-I FOR PLANT LIST/LEGEND AND GENERAL LANDSCAPE NOTES. 2) SEE PL.L-12 FOR LANDSCAPE DETAILS. No Z L-10 L-8 L-2 L-4 L-6 L-9 L-; L-g L-T KEY PLAN No '.f4LE 30' 15' 0 30' 60, I" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LANDSCAPE PLAN II RENTON WASHINGTOI sa 1-TAT- N0, FILE Iq. DAm MTE D 1 B-99-0017 E-19-1-70 98DEC03 L-3 Ds YOROZU/CAESAR c'- SKRINDE s"MT 60 4 1 3 1 2 A B r E f.299.300 �.. I I ............ I -- Pc FOR ENLARGED PLAN OF -- RESTROOM AREA, SEE PL.L-II -CN 3-PC 4-PC I -PC 5 AF 2 _.. 23 CH 3-CP I AF I ----------------- 'LA -.•___ •---------------------': ..gyp _ _ ---- -- ----------_--' -- - _ ----- --- - --- -. _ - _---------- --- _ --_-- ------------•--- 7 _ — - 1 - ------ RT .R kAV: S21 5-A sr'G3z'�- 33-CP - - ------ ' / +00 1 1 AR JJcSSC= - BEidEH, ]1}_ TY? 37-CP 30 2 °43'32„E PICNIC T S2°92Z9 1 IEXJSLING TABLES-13)ANB ;18'3TG7'E 35-CH FT W f f lBBO•-TO AEMAty_ cYP.- _ ABLE,.I9-;YP,_ 299.1$p 2-Af2 EE Ptt-4L..., ii \ SFE-PL:C-41 I, .• ; -J.fP i PLA.x AT 6::- NQ ----- ---------- - I ` 2-PC 1 Z P PrQMC-SHELTER, I -A 'SE - - ------- L 2-PC I PC O w �\ Lr. i J 12-LI - ---- 12-OC ------ (-FL \ 9-LI T FL 7-PL 3_PL , 1 8-RN 8-PL 12 OC 2$ G$ C IU AG C7 �� T8=GS II -PE - ��5 PMS- __ —I-SB P8-PMS 3- _ IQ 16-RS315-G 1 7-PE 14-RN 9-OC S t12-SG 12-SG w . �5 PL c� 6-SG 16-SC�..I-PC ISO O I L113-RN2-RN 3-PC I -FL II-RS 17-SGJ40-PMS 6-OC37-SL EXISTING BENCH 47-SG 10-RN I� TO REMAIN, TYP. 12-RS 8-SG 6-SL J W � 12-RN 14-PCN = ?1 40' OPENING __'' 42' OPENING IQ I� _ U' CEDAR RIVER ' I FLOW e\qoo 1 I DATE AND TIME PLOTTED: 11-DEC-1998 10:16 DESIGN FILE:i:AdesignsOcrfcOcivOcrfcllyd.dgn NOTES: 1)SEE PL. L - I FOR PLANT LIST/LEGEND AND GENERAL LANDSCAPE NOTES. 2) SEE PL. L-12 FOR LANDSCAPE DETAILS. -9 —Z L-10 L-2 L-4 L-6 L-6 L-9 L-3 L-5 L-T KEY PLAN NO SCALE 30' 15' 0 30, 60, I" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LANDSCAPE PLAN III RENTON WASHINGTO SIZE -TAT- M0. iltE N0. OATE: hATE D B-99-0017 E-19-1-70 98DEC03 L-4 °�"` YOROZU/CAESAR E'"'SKRINDE —T 61 4 i c 0 v L L >s •U 9 L U 9 c C 0 0 B u w 0 4 3 2 I � � I I - _ } t. 1 _ - 3-PC r(orn '. - __-•••-_ PC - - I -AC r I aB_ _ m,. r •� RT 33 (i0 y _ Im^ I AC I AC Z_32t9n- 2-PC �I-AIR -- 3 PC s17°20'47°E _ RT I -PC 2-AR RT 35�- ; ` ENCHES, 2 TYP. I -AR s 34* 101-VO BENCH, TYP. 26, 00 RT 3 •-" __. L__________ __________ q° 4-AR E-PL: ,r.,4L ,k 26 V0. S2°1l'26:.E `. 6*0p _ - -I_1DY - Oq, 27-FI L._-•• -- -- --_ SEE- -PEt:`_ 9, GTY4•P .I O I -PC I2993B•_, 7g8,2q„W------- -- 1----_� * •- —•'-.-_ 0 VO1 FL - -IGB I�AF0p 38 514°5)2:MA 9'00E J ., ,� , • - I_FL � (� •, _ 2 P6 ---_-_-?A=CM� . to-u � 3-ec---2-�--ro-�A-_ - -• -- - - -- - - - - - � 50-SL � -..,,, o � O `, � � ' 'm a -•`_-- --- -- - �., - -- _;;- ------ c� - Lu I 3-PC 29-SL 5 OC _ J �i I; -MA FL 14-PE 45-SG 24-SG 13-GS 8IQPMS 4 6-RN 24-GS 18-SL -RN I -PC 15-MA 33-GS p I 24-SG 14� 15-SG 7-PCN 55-SL 9-PCN 5-RN 12-OC �I BENCH-'TYP 20-SG - - SEE PL. C-41 _. .. W I 1 CONCRETE FLOODWALL, z I SEE CIVIL PLANS ` I ' E 1,29g I \� I50 I 70-SL 15-MN I10-MN I TP I 28-SL 306-SL I 90-SL 67-GS 6-A I 1 Y ` L4 Li n I I • 1 l� p� ..... DATE AND TIME PLOTTED: II-DEC-1998 10.21 DESIGN FILE:i:OdesignsOcrfcOcivOcrtcllre.Cgn •�, --, to z N p U• C tb ........... 10 R If'j _... .............. I - ,. cj 4i IQ i, ^ ^ ry ZN3W•�... ? �� 0 lU tip.., ; I ^ma• 2W31n C,_' i ET I J NOTES: O SEE PL. L-I FOR PLANT LIST/LEGEND AND GENERAL LANDSCAPE NOTES. 2) SEE PL. L-12 FOR LANDSCAPE DETAILS. L-2 L-4 L-6 L-8 -9 L-3 L-5 L-7 KEY PLAN W, ;(kL 30' 15' 0 30, 60, I" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LANDSCAPE PLAN IV RENTON WASHINGTON TIZE i.11TATiON M, iILE M. OATEa RATE D B-99-0017 E-19-1-70 98DEC03 L-5 Dl- YOROZU/CAESAR O1M• SKRINDE s T 62 4 4 3 2 N Ln P co _ 1 2 2 tJl 2 2 2 I c\;c\ 1 Y m . 1 � f 1 J 1 p NOTES: m F . 3 0 ^ F ti - - - _ 1) SEE PL. L-I FOR PLANT LIST/LEGEND AND ,i U GENERAL LANDSCAPE NOTES. \ m t / �!\ J ¢'a _- i 2) SEE PL. L-12 FOR LANDSCAPE DETAILS. r, r' , r 1 - p I - I -,... .. _�\-' -- ._....I (� ,'( ( i(-P(.: I-PML�PC L.... .I .:' �.. _. �_ 1_. _.1._.. ... 1... m i CONCRETE F OODWAL''L. 9 } 1 f/r - P - // I �� > p.13 CJ.II FM 1 a..,-w _ 7-o SEE CIVIL PLANS 3-PC K — 1 I -PM - ! / I-AF - 25-VO pa - f 5 \J ------ 4 J E f.29 I AF „ TABLE TYP. "7 PL 9.4$$ 172�V0 • . SEE PL: �'41: Nf TYP__ - r♦ i � L SEE PL. C-41 I ' 9 PM51 t4 P� _ fidCPL 2CTq -- - 15 OC a6_RN A, 4 B SEE_ -1 12 M� f=PC 2 L _- I J S a I 0 RN .. 0 PMS 130 F I G5 S e •U I U- xt1 Q e e Q 3 p o c�. v Q f� a c� ♦ PL j � � . r 9 4 SL 2 v Q 15 LI84SG�I4-L MA G24-GS J� l 8 37-PMS 8-RN 14-SG6-P8-MA -PE I-OC � O i 5-PCN 66-SG I Q I 1 z B I CEDAR RIVER � ' I FLOW �I I QI i �I I 1 76-MN L-10 I 50-GS 43-MN 120-St N E /.299.3pp 1 I-TH 4-TH 400-SL 25-A -J L-2 L-4 L, L e o . I 2-TP I -A 19 A 400-GS _ _. r /` 60-SL __ m F _ ___ _-__ '_•• _ -- L 3 l T KEY PLAN - - - - 111, ,-aLE F N I x—x—x—x—x—x x-r:l—x--X—z—x_x_ F"x�x-�x�x—x—X—X—x �- z—^ —_ __x—x—x—%— ! x�x� — 1 /x X—x—X—X x— - Z - • z I wI . ..__ .... I• 30' IS' 30' 60' 1 / 1 30' C I 1 IF SHEET IS LESS THAN 32" X 21" IT IS A E 1'299,($0 I // REDUCED PRINT, REDUCE SCALE ACCORDINGLY J 1 j — .S. ARMY ENGINEER DISTRICT, SEATTLE ' CORPS OF ENGINEERS LOWER SEATTLE, WASHINGTON - J CONTROL i j -•' '" 1 If R CEDAR RIVER FLOOD 1 L T f, iy l LEVEES & FLOODWALLS I �I I• �, '�J �� LANDSCAPE PLAN V Q RENTON WASHINGTON SII£ '-"Tx"- N0. 11LE M. UATEI 11TE DATE AND TIME PLOTTED: 11-DEC-1998 10:26 co...,.... D B-99-0017 E-19-1-70 98DEC03 L-6 . DESIGN FILE: i:6designs0crfc0civ0crfcl Irf.dgn o._..,,., ox YOROZU/CAESAR C - SKRINpE v�cT E 4 -— 3 2 4 1 3 1 2 A C 0 o p � w coo � vMoi , �i , 1 I `I F MA, 40-5 Ac 41-PLO ` ' " 5 4 (� l / FM, 5-L0.7-IC, 4-AF ,. - 1 j I F 0 6-AR -. .__.__. 3..AF 7-PC 2-AR ---- - - I-AF -ART RT 49+00 RT 50+OQ.`S3M,;..,_ 3 l ' AR ------------ - ----- _ S12°00'16•11 $14-02'53"E - - 13 5353E ---_L-- -. .. _... ,.. S5°24 ----- _.- __ _ ---------------- --- ----- L._--rry 3'A- - e - - E_ 32� - _R -- ----------------- ---------- ----- •0 „E JJ- L6_Pl _ - I 5 RS ----- -- --- ---- y<1 1 - _ - m - _ __ 2_4'- J - - FAR - 6-RN I" RN 29-SG 38-SL 8-RN 3 AR LT i' 1 l 8-PCN J INSTALL FLAPGATE ON 9-RN 25-SGl _ -- _-J ap W I EXISTING 12" CMP IE 15.66 J CEDAR RIVER ; W cl— I FLOW 1 Q ti l 1 0) I I 12GS ILLJ Z Q I - l T?2A 9-A 36 MN 0SL 3-TH A 80 SL 4I-TH 6-A I A 22-MN CI 0-GS 36 GS MN - IIJ I ti l`600 i 1\ 1. .—....».—...__....._.._..—_.�._.._. t Fence NOTES: 1)SEE PL. L-I FOR PLANT LIST/LEGEND AND GENERAL LANDSCAPE NOTES. 2) SEE PL. L-12 FOR LANDSCAPE DETAILS. --*—Z L-10 L-2 L-4 L-6 L-B L-9 L-3 KEY PLAN NO `.CALL 30' is, 0 30' 60, I" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LANDSCAPE PLAN VI DATE AND TIME PLOTTED: II-DEC-1998 t0:30 DESIGN FILE: i:OdesignsOcrfcOcivOcrfcllrg.dgn 4 3 RENTON WASHINGTO SIlE I.-T.. W. kS . 0•IE. Pl.1TE D 6-99-0017E-19-1-70 98DEC03 L-7 osce. YOROZU/CAESAR RINDE �T 64 W 0 a w 0 f /2g9 900 f / 2g9'SO 1 1 1 1 1 r t` 1 I 1 1 1 1 1 QI ! 1 L I -,I I:.. _. - • / �/ - BEN P?L �� .I j 07 SSE -�:J , a ' _ I y: 14-AF _ i------- --- - Y - _ - E S, BENCH, TYP.. - - `P 227° 32 52, E I SEE PL. C-41 -'' - .- I 0) - ------ PJCi�tt�.-FABLE. TiP.;>�--1 I �I FAR 3-AR ql� LJ I-SB I VJ _ _ _::- SE6'PL C 1 - 1�._• 3_AR — I -----•------------ -•---- --- I. - ! ---- - LT i Q 3 AR � - ----------------- -------- " LV CEDAR RIVER NOTES: O SEE PL. L-I FOR PLANT LIST/LEGEND AND GENERAL LANDSCAPE NOTES. 2) SEE PL. L-12 FOR LANDSCAPE DETAILS. a*-Z L-10 L-Y L-4 L-6 L 6 L-9 L-j L-` L-7 KEY PLAN NO SLaLE 30' 15' 0 30' 60, I" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS _ SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LANDSCAPE PLAN VII DATE AND TIME PLOTTED: 11-DEC-1998 10:34 DESIGN FILE: i:4designsOcrfcOcivOcrfcllrh.dgn I RENTON WASHINGTON SIZE INVITIT ION. FILE ND. -TE: PLATE D. B-99-0017 E-19-1-70 98DEC03 L-8 DSON• YOROZD/CAESAR I Dom-SKRINDE I —T 65 4 3 3 0 A F 00 200 / I -RC 13-PC / S25'35-.fig,.--•- �00 0S0 / ----- EXISTING V / REMAIN, T, / 2-AR __....... - — — /��j EXISTING EXERCISE Q / EOUIPMENT TO REMAIN Qvi A, / / 20-A / 1e1 RN / / ! / J / / 9) S / O / C / / / DATE AND TIME PLOTTED: 11-DEC-1998 10:39 . DESIGN FILE: it$designsOorfcOciv0crfcliri.dgn 4 R1 bq+00 `, - N-D- CEDAR RIVER FLOW a Q,{ `.......... Igi y0 P 61r00 66,i00 � c a , ��k' I I { I I I I i NOTES: 1)SEE PL. L-I FOR PLANT LIST/LEGEND AND GENERAL LANDSCAPE NOTES. 2)SEE PL.L-12 FOR LANDSCAPE DETAILS. L-10 L-2 L-4 L-6 L 8 L-9 L"3 L-5 L-7 KEY PLAN NO SCALE 30' 15' 0 30' 60, " = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LANDSCAPE PLAN VIII RENTON WASHINGTO SISE INVIT�TIdI N0. iILE M, pATE� 0.1TE D B 99-0017 E-19-I-70 98DEC03 L-9 os«. YDROZU/CAESAR "`• SKRINDE -T 66 A B C r'r 1 4 1 1 " C._� EXISTING TREES TO BE PRESERVED AND PROTECTED. CONSTRUCT FLOODWALL 1 FAR FROM TRUNK AS POSSIBLE. 1 4LAS f m 6' b _..._..._,._-_ 1..._. RT 70+00 X,\ RT 71+00 2 X X NOTES: D SEE PL. L-I FOR PLANT LIST/LEGEND AND GENERAL LANDSCAPE NOTES. 2: SEE PL.L-12 FOR LANDSCAPE DETAILS. 3AREAS DISTURBED DUE TO CONTRACTOR ACTIVITIES SHALL BE RESTORED TO MATCH' EXISTING CONDITION AT CONTRACTOR'S EXPENSE. �--Z L-10 L-2 l-< L-6 L-8 L-9 L-1 L-5 L-7 KEY PLAN NO SCALE 30' 15' 0 30, cv' I" = 30' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASH14GTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LANDSCAPF PLAN IX DATE AND TIME PLOTTED: II-DEC-1998 10:44 DESIGN FILE: i:OdesignsOcrfcOcivOcrfcllrj.dgn 4 X 3 nT�eo� 2 RENTON WASHINGTON SIZE INVITATION N°. TILE NO. °ATE. PLATE D B-99-0017 E-19-1-70 98DEC03 L-10 ° YOROZU/CAESAR `"` SKRINDE �r 67 4 2 0 � I A?EF I REMOVE EXISTING AC PAVING AND REPLACE WITH SALVAGED PAVERS 0 `:\•__ Ji EXISTING -- --- ----'---------------------------- - RESTROOM E 21.5' CONNEGT_SIl_C$----- SEE PL.C-26 \` v , , i— ------- OF WALL- Z CONCRETE RETAINING \ ,� CONCRETE.," --------------- ---------- TOP17DB8ER WEAR -MAT BENCH AND WALLS, SEE DET. B, STAIRS.KND HAND- TyP,-SEA-SP G.-02600 CONCRETE PAD, WALL gPL. C-47 �' RAIL, -SEE DET. ---------------------- SEE DET., PL.C-41 TOP _ L O l /3S° EXISTING PAVING r�o PL,'C 48 LIMIT OF 6' TO REMAIN �36 �° `� FALL ZONE, o SEE NOTE 3 - 1 j TOP OF WALL /svy 39' 45.21' �O� A �� ;r TOP 0 EDGING 9 s. a 51.41' ti • \� FIBAR DRAIN STRIPS, i" 6' O.C., SEE DET., PL. L-13 B CENTER STAIRS i �� CS \ ON PICNIC L� _ — CONCRETE AC TRAIL SHELTER PAD �� 6 • EDGING AND WOOD FIBER SURFACING, No'1y V� ; / SEE DET. PL.L-13 PLAi C� SEEYEOUIPMEN7 GALV. PIPE FOR LAYOUT, PL. L-13 " __________________________ _ _ _ PICNIC TABLE, i 6"_D1A:'DRAIN PIPE. i 4N DRY SUMP. SEE B TRASH RECEPTACLE --- 4-TYPICAL, SEE RUBBER WEAR -MAT TIE -DOWN 5 TYPICAL, DET. PL.C-41 • �i DET., p4�t'=13 TYP., SEE SPEC. 02800 4 LOCATED, Ta BE FIELD'" 9ARg�CUE GRaLL ____LOCATED, SEE DET. 5 CONCRETE PL':C'4"I----------------- ----------PAD. E•6_DET. •• ----' pL':C 4I FF 25.0' \ STEEL PlEN1C --- SHF.1< R ON 32' x" 32' -PC'C SLAB, SEE'SPEC. SECTION'�2800 �! -- '., - l— BENCH PAD DATE AND TIME PLOTTED: 10-DEC-1998 14:30 DESIGN FILE:i:OdesignsOcrfcOcivOcrfcllrl.dgn 4 RESTROOM AREA PLAN EDGE AC TRAIL 9S° o NOTES: O SEE PL. L-I FOR PLANT LIST/LEGEND AND GENERAL LANDSCAPE NOTES. 2)SEE PL. L-13 AND PL.C-41 FOR DETAILS. 3) SIX FOOT FALL ZONE CONSISTS OF MINIMUM CLEAR AREA (NO EDGING OR OBSTRUCTION) AWAY FROM PLAY EOUIPMENT TO BE PROVIDED IN ACCORDANCE WITH THE U.S. CONSUMER PRODUCT SAFTEY COMMISSION'S HANDBOOK FOR PUBLIC PLAYGROUND SAFTEY. 4) SEE PLATEC-43 FOR JOINT DETAILS. / h \pCr 140° -\—PICNIC SHELTER PAD 20 DIMENSIONS SHOWN APPLY �; �)3, TO OUTSIDE OF WALL PLAY AREA EDGING - PLAN SCALE: I" = 10' 10' 5' O 10• 20, I" = 10' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS Of ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RESTROOM AREA PLAN RENTON WASHINGTOI 512E IHV UT .. nlE _ DATE, 8.11E D B-99-0017 E-19-1-70 98DEC03 L-II DSGN• YOROZLI °"• SKRINDE 51UT 68 4 3 2 I C DO NOT PRUNE OR DAMAGE LEADER OF TREE NOTE: PULL BACK BIODEGRADEABLE BURLAP OR ROOT COVERING AT LEAST 1/3 PRIOR TO PLACING IN HOLE. REMOVE NON-BIO DEGRADEABLE BURLAP AND CONTAINERS COMPLETELY. CONTAINER, B&B, OR BAREROOT STOCK 4' MIN. DI 2" BARK MULCH u • 0 0 PLANTING SOIL MIX BREAK UP SUBSOIL IN BOTTOM OF EXCAVATED HOLE TO A DEPTH OF 4" MINIMUM DECIDUOUS TREE PLANTING NOT TO SCALE CONTAINERIZED OR BALLED AND "LAPPED STOCK 2" BARK MULCH \ b" /I NOTE, MIN. a PILL BACK BIODEGRADEABLE BLPLAP OR ROOT COVERING e o l AN HOLE.T LEAST REMOVEIOR NONTBIO ACING ° (D o O DEGRADEABLE BURLAP AND CONTAINERS COMPLETELY. PLANTING SOIL MIX SHRUB PLANTING (CONTAINER) NOT TO SCALE EXISTING GRADE 45 DEGS .viu.wunw o 0 TO SLREEOPE o a LIVE STAKE 0 o q LIVE STAKING DETAIL NO SCALE DO NOT PRUNE OR DAMAGE LEADER OF TREE NOTE: PULL BACK BIODEGRADEABLE BURLAP OR ROOT COVERING AT LEAST 1/3 PRIOR TO PLACING Nb IN HOLE. REMOVE NON-BIO DEGRADEABLE BURLAP AND CONTAINERS COMPLETELY. 4'MIN DI2" BARK MULCH S' 0 ° ° ° Q ° • .Q PLANTING SOIL MIX WIIAN�� -- BREAK UP SUBSOIL IN BOTTOM OF EXCAVATED HOLE TO A DEPTH OF 4" MINIMUM EVERGREEN TREE PLANTING NOT TO SCALE EROOT STOCK OR ROOTED TING, PLANT FINISHED GRADE CHES VISIBLE SOIL LINE ON TRUNK 2" BARK MULCH PLANTING SOIL MIX, BACKFILL IN 6" LAYERS OVER CENTER MOUND OF PLANTING SOIL, CAREFULLY PLACING ROOTS OVER MOUND AND ADD SOIL MIXTURE AROUND ROOTS, TAMP EACH LAYER AND WATER THOROUGHLY SHRUB PLANTING (BAREROOT/CUTTING) NOT TO SCALE PLANTING BED WITH 2" DEPTH OF MULCH TOOLED EDGE, 45 DEGREES, 2" DEPTH FINISH GRADE Abill \�\\\` TOOLED EDGING DETAIL NOT Tu SCALE PLANTING NOTES, 1) CONTAINERIZED AND BALLED AND BURLAPPEO PLANTS CAN BE PLANTED YEAR-ROLNO AS LONG AS THE GROUND IS NOT FROZEN OR SNOW-COVERED. BAREROOT PLANTS $HALL BE PLANTED WHEN DORMANT (PREFERABLE OCT TO APRIL.)AND AS LONG AS GROUND IS NOT FROZEN OR SNOW- COVERED. WILLOW STAKES SHALL BE PLANTED FROM SEPT THRU MARCH. FALL PLANTING IS ENCOURAGED FOR CON- TAINERIZED MATERIAL TO TAKE ADVANTAGE OF NATURAL RAINFALL AND TO MINIMIZE COMPETITION FROM WEEDS. 2) ALL PLANTS SHOULD BE WATERED DURING AND AFTER PLANTING AND MAINTAINED IN A MOIST CONDITION THROUGH PROLONGED DRY SPELLS. 3) INDIVIDUAL TREE PLANTING SITES SHALL BE PREPARED BY SCRAPING AWAY GRASS OR WEEDS IN A FOUR FOOT WIDE CIRCLE PRIOR TO DIGGING PLANT PIT. FOR SHRUB AND GROUNDCOVER PLANTING, THE ENTIRE AREA TO BE PLANTED SHALL BE CLEARED. 4) WILLOW CUTTINGS SHALL BE PLANTED IN SATURATED SOIL OR WHERE THE BOTTOMS OF THE CUTTINGS REACH THE WATER TABLE AS MUCH AS POSSIBLE. TO PLANT STAKES, PUNCH A PLANTING HOLE USING A REBAR OR METAL ROD TO PROVIDE AN 18" DEEP HOLE OR 1/2 THE LENGHT OF CUTTING. PLACE CUTTING INTO THE HOLE, ENSURING THE BOTTOM OR ANGLED CUT POINTS DOWN INTO THE GROUND. LEAVE AT LEAST 6" OF THE CUTTING PROTRUDING ABOVE GROUND. STOMP DOWN AROUND THE CUTTING TO ELIMINATE AIR POCKETS IN SOIL AROUND THE CUTTING. CEDAR RIVER AVERAGE ORDINARY HIGH WATER (OHW)_ REVISIONS SYMBOL ZONE DESCRIPTION DATE BY WILLOW PLANTING 3'-4' APPROX. ABOVE OHW !A A&A J O - 10' - I5' FROM TOP OF BANK no °ccti0 TYPICAL MITIGATION PLANTING SECTION — RIGHT BANK NOT TO SCALE BARK MULCH, 2" CONTINUOUS IN PLANTED AREA HAND TOOLED EDGE TOPSOIL AND GRASS `SEED OR EXISTING GRASS NOTE: WILLOW PLANTING TO BE SIMILAR ON LEFT BANK. OTHER MITIGATION PLANTING ON LEFT BANK TO BE AS INDICATED ON PLANS. IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE I CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LANDSCAPE DETAILS DATE AND TIME PLOTTED: 10-DEC-1998 14:26 DESIGN FILE: i:OdesignsOcrfcOciVocrfclldo.dgn 4 RENTON WASHINGTON 512E INVITATION A FILE W. OAi - E D I B-99-0017 E-19-1-70 98DEC03 L-12 oscN. YOROZU/CAESAR C1°' SKRINDE sT gg 4 APPROX. 16' - 0" RFVICInNG SYMBOL ZONE I DESCRIPTION DATE I BY TRANSFER STATION PLAY AREA DETAIL e NOT TO SCALE 3+" DRAIN ROCK WOOD FIBER FILLED SUMP SURFACING FILTER FABRIC/ FBER DRAIN STRIPS a^� - SLOPE TO DRAIN EXISTING COMPACT EARTH PERFERATED 2" DISTANCE FROM PIPE 6" OIA. BOTTOM OF PIPE TO BOTTOM OF SUMP ` DRY SUMP NO SCALE DATE AND TIME PLOTTED: 10-DEC-1998 14:27 DESIGN FILE: i:OdesignsOcrtcOcivmcrfclldb.dgn FIBAR PLAY AREA 6„ SURFACING, TYP., SEE SPEC. 02800 Y4" CHAMPFER, TYP. FINISH GRADE 4 h 0� O ROX. 25' - 0" a4 REB A R COMPACTED SUBGRADE FIBAR DRAIN STRIPS, TYP., SEE SPEC. 02800 CONCRETE PLAY AREA CURB ,I__ ALE NOTE: I. JOINTS BETWEEN CONCRETE PAVERS PFR UANIIICAr TIl0P0Z DCrhiI- MENDATION v 8" HERRINGBONE PATTERN 90 DEGREES WITH SOLDIER COURSE EDGE -PLAN PAVER INSTALLATION PATTERN NO SCALE PAVER INSTALLATION NO SCALE SALVAGED CLAY PAVERS SAND BEDDING FINISH GRADE METAL EDGE RESTRAINT METAL GALVANIZED ANCHOR SPIKE 10" X 3/8 ' DIA BASE COURSE SEE SPEC. COMPACTED SUBGRADE NOTES: I. DELETE EDGE RESTRAINT WHERE CONCRETE PAVERS ABUT CONCRETE WALKS CURBS AND/OR CONCRETE SEATWALLS. 2. SEE DETAILS THIS SHEET FOR PAVER INSTALLATION PATTERN. SECTION IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE I CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LANDSCAPE DETAILS RENTON WASHINGTON iZE INVITATION W. I FILE W, DATE, FLATE D B-99-0017 E-19-1-70 98DEC03 L-13 " YOROZU/CAESAR -- SKRINDE S T 7O 4 3 4 1 3 / i TS3X3 8'-0" OC / SEE NOTE I i SAW CUT / / N NOTCH IN PCC ^ J PAVEMENT LIGHT GAUGE RR RAIL (40.) CONCRETE 1'-4" X 1'-4" X 8" 3 X 1/4" SOLID RU TIRES 5'4 " ■ DATE AND TIME PLOTTED: II -DEC -1998 07:26 DESIGN FILE: I: Odes ignsOcr fcOstrto fcscOo.dgn 4 l_—C4 x 5.4 GALV STEEL RIBBED SKIN o / 4" DIA ROLLER RUBBER SEAL CONTINUOUS n O d SEE SECTION e S-2 SECTION q SCALE: I"= I'-O" S- I TH 2'-6" END VIEW SCALE: I"=1'-0" S-I SCALE: 1/2" = 1'-0" 41 -m EL 25.0 NOTE: SEE DIET AILe RR RAIL WITHOUT ROLLER S-I 6 DETAIL I SCALE: 3" = 1'-0" S-I yb rLAIt DETAIL q SCALE: 3" = 1'-0" S-I PL %-X3"X4" L L I X IX 3/bX s SEE DETAIL c SLOTTED CONNECTION '''A" CLEARANCE TOP AND BOTTO LI X I X Y16X REVISIONS DESCRIPTION NOTE: I. LOCATIONS OF STRUT AND TIE -DOWN ARE AT ALTERNATE (EVERY OTHER) PANEL POINT, STARTING AT ENDS. STRUT AND TIE -DOWN OCCUR AT THE SAME LOCATIONS. O 2. BOLTED SPLIQES IN TOP AND BOTTOM MEMBERS MAY BE MADE USING /16" PLATE AND 2-/r6" BOLTS EACH END (4 BOLTS PER SPLICE). LOCATE AT POINTS OF INFLECTION. SELF -TAPPING SCREW 3. BOLTS SHALL BE ASTM A307. EACH FLUTE/EACH SUPPORT RUBBER 4, STEEL WHEELS SHALL BE STAINLESS STEEL. WASHERS 5. DISTANCE BETWEEN GATE AND RAIL SHALL BE SUFFICIENT 3/ TO ALLOW GATE TO FREELY ROLL WITHOUT RUBBING - WHILE /16 X 3%2 X 2" MAINTAINING CONTACT BETWEEN RAIL AND SEAL. PLATE WITH 2-%6" BOLTS TYP D GALV STEEL DECKING TYPE B, 18 GAGE RUBBER SEAL ALONG BOTTOM EDGE DETAIL a, -2--, 3" = 1'-0" S-I DETAIL 3 SCALE: 3" = 1'-0" S-I C4 x 5.4 CHANNEL TOP AND BOTTOM EL 29.0 12" 9" 6" 3" 0 1' 1'/2" ° 1, - o" 12"9" 6" 3" 0 I" = I' - 0" 12"6" 0 1' 2' 3' 4' 5' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEVEE CLOSURE GATE DETAILS - I RENTON WASHINGTON SIZE INVITATION mil. FILE NO. GATE; PLATE D B-99-0017 E-19-1-70 98DEC03 S-I PEN c.. S MT T I 6" 1-2" 6" 3 1 2 REVISIONS DESCRIPTION DIAMOND TREAD COVER LEVEE EMBANKMENT RUBBER GUIDE I" x 2" x 1/4" FB ROLLER 4 PER PIECE OF COVER 3 PER SIDE PLATE WELDED A o c 6" WALL u5 AT 12" tt4 AT 16" 6" 8„ 8" #5 AT 12" 1 uq e e SECTION q c SCALE: I"=1'-0" C-29 0 0 0 U y U L U 9 L N 9 U L B N C [A N N V 1 j B 21/4" LL a -- U 0 SEALED 2000n CAPACITY ROLLER BEARINGS PER WHEEL 0 rn ROLLER DETAIL U SIDE TO BE BRACED BY TS 3X3 SCALE: 3" = 1'-0" SEAL DETAIL SCALE: 6" = 1'-0" DATE AND TIME PLOTTED: II-DEC-1998 07:27 DESIGN FILE: is OdesignsOcrfc0strOcr fcscOb. dgn 4 9„ 6„ 9„ Ir iv ><4 � o LIGHT GAUGE RR RAIL '/2" DIA STUD AT 16" OC 0 2'-0" ASCE 40 u RAIL SEE NOTE 3 SECTION g RAIL DETAIL SCALE: 11/2"=1'-0" C-29 SCALE: 3"=1'-O" C S-2 TYP TYP %4" A307 DIA BOLT ALIGNED AT EDGE OF RAIL - GALV STEEL DECKING TYPE 8, I8 GAGE PLATE --T I NOTE: LOCATED AT EVERY BRACE TIE DOWN DETAIL ELEVATION SCALE: 3"=I'-O" V- %4" A307 DIA BOLT ALIGNED 1/4" GUSSET PLATE AT EDGE OF RAIL 2„ 1 Q 6„ 4" I 'DIA SE SEAL ALL 4JfH/"OLE NOS FOR 4'-0"______________ _ __________NROSTATICSSURE /g" PLATE 1. '/4" PLATE RIBBED SKIN I6 PLAN BENT PLATE FAR SIDE SLOT I" X 2" RAIL DETAIL 2 SECTION c SCALE: 3"=1'-0" S- I SCALE: 3"= I'-0" S-2 3 NOTES: I. CLOSURE BETWEEN CONCRETE END WALLLS AND GATE IS BY REMOVABLE WOOD BLOCKING, PRESSURE TREATED, CUT TO THE WIDTH OF GAP. 2. DIAMOND TREAD COVER SHALL BE /4" STEEL PLATE ASTM A36, WITH G90 GALVANIZING. 3. RAIL TO BE INSTALLED LEVEL WITH TOP OF EL. 25.0' 41/4„ %6" PLATE 7--- RUBBER SEAL Y6" THICK BENT PLATE SCALE: 6" = 1'-0" 12" 9" 6" 3" 0 1'/2" ` I' - 0" 12"9" 6" 3" 0 1' 2' 1" = 1' - O" IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEE CLOSURE GATE DETAILS - II RENTON WASHINGTOrJ SII£ INVITATgN NIL fILE W. OATEa PLATE D B-99-0017 E-19-1-70 98DEC03 S-2 "m NOYES — 5"' 72 9 3 2 Ll E,. A 12" (TYP) #5 AT 12" OC S 6" (TYP) a4 AT 12" EF 2" CLR I - � TOP OF CONCRFTI-WALL #5 NS r r aq B I I I W \L W N U S-3 I I LL a ® PREFORMED JOINT FILLER u a ADDITIONAL #5 NS, #4 FS Z a j MAIN STEEL VI #5 O 12" (BEND) NS U-BAR MAIN STEEL #4 ® 12" (BEND) FS NOTCH SHEET PILE #6, SEE BONDING )TE l Y ) -----------•, - N --- �N M a 1 g N ADDITIONAL #4 BARS 4'-0" LONG EF ,- 20'-67/a" PANEL (TYP) ADDITIONAL #4 / BAR EF FLEXIBLE JUMPER SEE BONDING NOTE RIVERSIDE ELEVATION I" CHAMFER (TYP) BOTTOM OF CONCRETE I -WALL SCALE: %2" = 1'-0" B I" CHAMFER (TYP) #4 U-BARS 3i 7 %z 13 AT 24" OC I I • j #5 AT 12" OC #4 AT 18" O.C. I 2" CLR (TYP) w #4 AT 12" EF � I LAND SIDE j RIVER SIDE I #6, SEE NOTES I & 2 I 7 / #5 AT 12" OC (BEND) \ I / CJ (OPTIONAL) � I 1 #4 U-BARS, PASS THROUGH EACH STEEL SHEET PILE HANDLING HOLES. #4 AT 12" OC (BEND) II MAIN STEEL, SPACED TO MISS II STEEL SHEET PILE INTERLOCKS #4, ADDITIONAL BARS, 4' LONG EF I II C AT PANEL ENDS II I I II II II SECTION q SCALE: I/2" = 1'-0" S-3 DATE AND TIME PLOTTED: 09-DEC-1998 17:22 DESIGN FILE: 1: Odes ignsOcr fc0strOCrfcscOe. dgn 1'-0" FOR TOP ELEVATION I j SEE FLOOD WALL DETAIL CONCRETE CAP I. > 7 %2" � rn rn EXISTING GROUND 'I j " I NORMALy j z FLOW W I o w I to I L`' z I I N Ev j STEEL SHEET PILE WALL I I I I I I TYPICAL WALL I I I SECTION SCALE: 1/4" = 1'-0" DETAIL TYPE 'Y' WATERSTOP SCALE: NONE S-3 REVISIONS SYMBOL I ZONE DESCRIPTION DATE BY NOTES: I. #6, REINFORCING BAR SHALL BE WELDED ACROSS THE TOP OF EACH SHEET PILE. 2. #6, REINFORCING BAR SHALL NOT EXTEND ACROSS THE MONOLITH JOINT. 3. INSTALL FLEXIBLE JUMPER IN AN 8" LOOP AT ALL MONOLITH JOINTS AND TRANSITIONS FROM CONCRETE FLOODWALL TO UNCAPPED SHEET PILING. n. w JOINT SEALER E,_ = RIVER FACE OF WALL y � s 'Y' WATER STOP / ETAS- 1/z" PERMOULDED EXPANSION JOINT MATERIAL. MAKE JOINT I" THICK AT CHANGE OF DIRECTION STEMS SECTION g SCALE: NONE S-3 5' 0 5' 10' 0 I' 2' 3' 4' S• IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS FLOODWALL DETAILS RENTON WASHINGTO SIZE INVIT.TNM N0. illE N0. WTEa RV.TE D B-99-0017 E-19-1-70 98DEC03 S-3 "� PCN EIE'• SFIEET 73 4 3 I • - U 'li At �TiD pD ( L Al, I I6lW US,& b i0 1- ICIi- b8 t' S IzG-121�. IJ3Td 'y a , q 2!.'I�i14AtYN; �CJUIP`AF.�T 5GNE1?i!'..E - Gµ4�iE 10 REAO • O OW610 V-94 (FULt< G&U,) ist air � • 7 �'� der'' S r a,i s $ UP t 'tea R6p6a, r� 0.1 RP VM b di0l,ZZ oil Bo / 1,�. i9 /4" jn _ 1a►�d'TYpuE.v�u �Cx q . I'u F ,e l\1�./fir ,�\.. • i �LI �-/�� 1° � 2,r'• -: � Z. k��as , Zvi -- __ •^-• - -- — -_ _ • _ _ w s E jnjI _. oN _w z W vj ^1 f As Buill REFERENCE DRAWING NO. 1 January File No. E-19-1-70 ; Q 8 � v g a� i i SJ g e �, • .pj V l V $ � � '��•- i,! a :. _ ZL A " B /114" Ale ///¢ � � I Kt�H as CvKECTECJ• 44 I �T " : __�.� \ - \ \� � s .-/ " _.... \ �u---'K'�-24 z w--�t�--�. x • . � � 1 � �I� 4.Nk�u Ir � ��4+ `: .- -- T 1, 7-1 i q,. \ _ 'ti.2��_�•� a'i 1..z /\\ 2�� \ �\ •.�..- y� :!'� _..../ 1 y y y - _...__k- l �....'1 \ l • — - - - _ _ r a �n f $ 54 - g io19 a a s o r :x = — d T" ; � K AQ > o a Uin (�L�l ��w /. -= REFERENCE DRAWING NO. 3 File No. E-19-1-70� WZW fig. . _HW As Bull� na eo -izo iBo _"� January 22, IG80 Ls� Ei 0 8 c � `o e NE w g$ 3 cc It _�_ NTH Of Pro .`�C.:cFGti d i , 7Ut1,3 , fox, ,cn IxiiNT a is _-, ,1'_ =, L—C � --- /40T0/Z 14�r-- U/' /`4"l/r✓f.:✓t� +✓ 3i -KC • NG.-'_::lE �zE seG:•/6T•�w7" [�' V- — KCC7Z3K fGfN-Uf'J f4A/NC✓/"V ` *,!! - /S'c: ; NDT.ZL.E ,;,/ZF- �'!e4" ACiJj N�' VirttiL:tl1L fSC:�/47,�WA GovE,q :�CiiL lA:i. ... ,c�TOMATTIC V,4LVB ,dz:Z�bLY aG,4 2" 7-6- .>F6' �O9.C. yCK GaCJNL.PY.. } IY�,NlYfS/.� 33 U - 4ve- /'ftuJ/CJ£ y 33 aG kEY3 cv�.�1/N n/� r-O .:,c MRN - I"61 6LL s , O — CGNTfLGL' LErZ J Ft VAJV^r-, e ^ L - 23 A /Nvrf 44z- //./ ZCV ^o 4, A4'F 314A: 46 /N/Jlci+T.fw, LA-M-Wa CGAG+S /60 -VL , M-'w- SIZE t:, /NGbGA7-60. ®- -' AL)ArT OP CO,V,vl Tle-rJ vEE 4:1--7-A14- 14AkIUA4. LY iA/ VAL:S ; IUV-1" 3- R4//,4ee > MVK 30 ✓r4LVt-- AOYZ, .::CrF. LY'CTAIL „mac'IJET,A/L®A:1K T*11 7?MI/"4E .iWU.ry JO/,�✓T 7Y4XCcb7- CS'Ll7CYc5 -T/Ze A5 2 CO. -T, M./A4. /M/,T- 41 A'- ALc Cry/GEC /// u;/ Fx /%,>/ i/fF�T• / ''1/Z, S OV WCi A 6V4.; 011 i /A4f, Z,L-1 v4 d/ZE - FH,4LL dF /%1.° 1.•4fsyi3c 7N.M/ HN£ Ta ;o MM; .gin ru-s/E, (9otf'MJ61 aTTAWY DRIVEWAY ., wrv«I % L/Mi73 Uc f/kilYi � ✓E/C,ky rert,,s� .[,LkyAT/O1/ Pwli'e [heck Valve Ably' 'l :.. , RELOC4 EX/ST/N! ,PxIC'KFLC>IJ f'X@VE'N?l.R' I ! 7>7 7N/3 +-x4`n, y u4LVS GGx w !G) ca✓�,-,04yWy^e-i s.Ch/,ti 'T � ewl� & M GONV A 4./ X /N NC6U /SG3M-AO+ / GL� > o � � N a t - �v ga d REFERENCE DRAWING NO. 2 e d� a� o File No. E-19-1-70 a1 W- o As Built o ao so 1zo January 22,1980 u 0 a w w u N z �. 0 z S �i m �. - Wt ruve, POM411m, nir -`— of tftrr Yp AV µ Z r gjv,Afr i CA LV� cN.0.7 AT R WAM',Plf'IVI . -. _.-..•..—n-.-... a-... __-r,_-.... .. _.......-r-�-_..__._...t-: _T.wl 'T_....yr..-.;Pic �:%mow _. ....,._.._.. .. ._ �.:._... y� vv-s�l _ _�— ��-(✓M/TJ' Of COMJ'fRUCTION�',Q��/.,1% . M •' - 29$ 27i' 1 z' ....... f 6.VC O- PI-IAJ6 '41 _f! ' At" VALVE �"c�3 U 12, i, �. NxT 182 P..4 4q / "allmar ar t fXFt•GI.�. _ wig 29 1 0 A�', -EA L'T REFERENCE DRAWING NO. 4 File No. E-19-1-70 �R 00nnL,.r n �? n. I p ev Ap r;1 ,kvv� #?- W, PIAOM, A**, NH 1IF#0 o 4 rv,,m p-,r wn j •,e,rrp s r, , -04P io rt, vt, H141.1 uw MAN LAM N?'? M1,11 I H, -.70wr f' 7 LN M. L14M I I I'T AJII�INI! IN 6eIlAtlelf 1'r Fi(Ift OsK -?s . 13"Mm 22's, " Y�/Ylv 02" covr-,eY(;r10A1 (MV/. - - - - - - - - -- i 2N its ar ff% War ar W4 rm PRAM I-- ---- -- - --- ef —i �--m v" jp(* MAIO L14t. MAIN L, PKAIH III ;eVALVE iz 2'V4LVe K- e 1' V,41\,2F ! 5f-6 1 ow Rgr ry jrPA, 50ury -IT, W,(PAM - ---------- 77 4?,WrfQ- 122 REFERENCE DRAWING NO. 5 r aCn I,A-rf.KAL $ MAIN U4 F, 14 10MMON File No. E-19-1-70 i �_ . ��Mrirwl�w�u.Y drnu:ma�vl �7 6twkxy-@IL "'PVC M� lxr END QC /'Hd.r_ 11 0� o Oc �a4o©r� 1 0MOP[nV MN i I r- FS.77L7K F�le1-L"P • I 7__5o d37 /cG' ,t,bYllat .5/zE �a/�✓4'�.4GLl.� W/ VAA1044 -1E1-- S�ArVT Ca✓6wK Io'UPs /S4/Vf�I10 /-PSG' NOa.ZLE S/G4�/+GJi W VA I't% a7AhlT Caw" 4jCr3 . 01— " ca rAt (Va ln� MIN01PO ErA; 612:F� A�P /N WJE4 �0 G = CCYi��,K Z1A.1,EV c�O o-c.vc,� PNOV14W -' 3-96G4 KlY3 wI wito 3N-a Wu/VO4 K1.3 /ATAK4(.3 C446:5 2ae 1 kdF ,5/Z6 A;$ 11,101CGtTE4>. /144/A/ UrvE —d5 7— -UF S/ZE A6 /N.D/Gd7'E/J, tY3HUT'Q VAGVB , 2"14U_I[Lo^ MAMA/ 2I; 4V4444 -4P-AgZ8q. 2" 43 A-7-14,oVF.n 4w 4A-,w?3C/4PE Asdnw7wT J 6TAI)v4acCS ST4604 6G,�, BMJ4"YG�t/ Ham" ENTOR - 'g" I� 0 506 5.Y. 06 '0004 O Ci04<f V*4 VE A6JAA445 � C -TAIL-1 M9N(1 L,0Mµt IA(M-R41A14V SA MAV - /" 19WV/00 3 - A4a✓t VA,0 0 AT Po/.t�T qW Go/ K.ECGT/0" ►MUTE°[�Lati.Qt F fyFl/jN.7lzIFf E�W/N6JO/NT — It /YVr 4c c2:N/,',4CCTACIV CSEE 407A/L O Q-774Mtl r (MKS 5/ze A /ierama o. 2 GU PT: ccN,- NNIMUM REFERENCE DRAWING NO. 6 y f eUl f 7/78 1 -� s File No. E-19-1-70 ona. o< pas / =a ISO�///��/ � = s z /1// 'tl'�UJ "YY Y{/ + Y 9. ';," ya:. Ct7'iE7 L4JE I�Oft.4'B9 u " s°c 3 fqd fly, did ^o � ^ di ^ f N 4 f .v dj Point " 1por�t,�on .of Irrt ation stem South of RV E PipeALVE rpm NUMBER SIZE Approx. Hain to Discharge Supply Side Setting of Valve=___ .. B 1-112" C 1-1/2" - 2" D 1-1/2" - 2" E 1-1/2.. - 2" F 1-1/2" - 2„ ` G 1-1/4" - 1-1/4" • H 1-1/2" - 2" .. 1-1/2" .. 2" X f J j i 1I r, daK - ,9v <o -- --P-.nti e'lcgduyr-box' of r System A F - 1" due east of valve marker. System C: valve box - 1" west of valve marker. 9L System D: valve box • 1" due west of valve parker. System E: valve box " 4" due east of quick coupler. System F: valve box " due east of valve marker C ar River pe- at, PSI @ GPII scharge Farthest DEMAND de of Head ive „ 30 .5 2 30 41.0 2 30 55.3 2 30 50.6 2 30 54.1 2 30 60.0 1-1/4" 30 23:5 2 30 42.6 2 30 42.8 Z. IRRIGATION EQUIPMENT SCHEOLE ,SYMBOL ITEM •. BRAND/MODEL t/ - Point of Connection Equipment as per detail 2-1/2" main ---� 2" main' --- Lateral - i Rotor Pop-up lawn head Rainbird 37-RC ® 't Rotor Pop-up lawn head Rainbird 31-RC ® Shrub S3pray head Rainbird 171=D-Hp 'PAP -UP Shrub spray head Rail 2400 Shrub spray head Rainbird 2400 T Shrub spray head Rainbird 2400 FLT-H ® Lawn Pop up spray head Rainbird 1714-HP 0 Automatic control valve Rainbird EFA series Controller 41 Rainbird RC-23,3 '. Controller 42 Rainbird RC-1215 Ma1N• Quick Coupler - Rainbird 33D-LVC m';m Key Rainbird 33-DK Manual drain valves Rainbird MAV-1" Thrust Block - •. Sleeves = PRY - PRESSURE REDUCING VALVE Wilkins 6OOL, unless otherwise noted cry OK IRl$NTL?N allow- . TV ouk dl Change Order 41 dr nt. a a Vol DULE: IrrtgationSystem Hoof Ebe Ceda rIl verVE PRV S[ZE/ Pfpe from Pipe at PSI @ZE Approx.. Main to Discharge FarthestDischarge Supply Side Side of Head ttiiofValveValve 2" 30 45.6' /2` 2" 2" 30 45.6 2" 30 49.4 D 1-1/2.. ZiP 2" 2" 30 49.4 E 1-1/2" Q� ' 2" 2" 30 51.8 F. 1-1/2° t \ 2" 2" 30 - 49.3 - 6 - 1-I/2" 2" 2" 40 43.8 6 H 1-112' 2" 2" - 40 36.5 40 43.8 J 1-1/2' PRV-1-1/ 2" 2" 30 53. K 1-1/2" 40 PSI E>" 2" 2" 30 54.3 L 1-1/2" PRY-1-1/2" - 2" 2" 30 52.7 .N 1-1/2"� 10 PSI 2" 2" 30 47.7 1-1/2"/40 psi 2" 2" 30 54.6 1-1/2"/40 psi 2" - 2" 30 48.1 P 1-1/2" 1-1/2"/40 psi , 2" 1-1/2" -30 39.0 Q 1-1/4' 1"/40 Psi 1-1/4" 1-114" 30 19.0 R 1-1/4' 1"/40 psi 1-1/4" 1-1/4" 30 18.9, S - .1-1/4"- 1"140 psi 1-1/4" 1-1/4" 30 20.0 T 1-1/2" I-1/2"/40 psi 2" 2" 30 49.2 u 1-1/2" 1-1/2"/40 psi 2". 1-1/2" 30 37.5 V 1-1/2." - 2" 2" 30 50.0 H 1-1/2" 10/2/40 psi 2" 2" 30 40 K 1- 1/2* 30 5P.:5 �C CFp � To�Qb 1 -O x `\ �CEJAFe 'M-l! lac HGmrS',::t REMARKS - Class C00 PVCNSF Class 200 PVC,, NSF r _ Class 200 PVC, NSF, Size as indicated, min. 3/4" diameter 13/64" fdj• nozzle, part circle, vandal resistant cover screws. 13/64" Adj. nozzle, full circle, vandal resistant cover screws. - Standard nozzle, circle/part circle pattern as Indicated. ' - Stehdard nozzle end strip - Standard nozzle center strip - Flat spray half oircle - Standard nozzle, c:rcrle/part circle pattern as indicated. x Size as indicated in valve schedule. Locate quick coupler at each auto control valve immediately ahead of, valve (on supply side), for purposes of auto. control valve location. If auto.control valves are immediately adja- cent to each other only 1 quick coupler required per cluster. Install as per detail 12. wall mount, install in utility cabinet. as per' manufacturer's recommendations. - Nell mount, install in utility cabinet, as per manufacturer's recommendations. - Install as per detail 13. - Provide 3 keys each with Rainbird SH-0 Swivellose ells. Provid,e 3 Rainbird MVK 30 key. Install As per specs and detail 14. 3 CO. FT. Con,. min. . PVC - I.U. twice diameter of insert pipe. ' -Al Nbts'i+.I POI Discharge ensure range 25 - 75 .WWssize as i ntltcated valve ,schedule: install- on supply..', side of vat s). If for one zone/valve only - install in v Tye box with valve- If for I"It multiple valy s\jnstall in, separate valve box ' as per detail just to provide optimum coverage withou ging. moo. 1 • 5�a is r r 1' ry 4p __: r is head follows mainline un Lep-s.- I 4 _ �.ii�A '\�_--- X L ,4 T a p r ` 1°akJ t�.�-IN ION I pp TWYN�iKk '� \^�IIGY 510 g@ � 2 U) Lo Q I. AIFJ-h 6 VAWFJ> 9.40WN IN FAVW Al ARC o 09. W<x_-,r IN APJA>' P�,p,14 A+LE1F� WH O ��I � N� Q+ 2. Gol-11INtJ� 2°�MdAIN '(D SUAl L�L- r% grlo ON R�N of S1 Sty ( N5 �r+-I or- 121v�R REFERENCE DRAWING NO. 7 �M�p A_ LLQmJ 88N � C File No. E-19-1-70 > 2 As Built January 22, I960 WLL • W) pram •o 0 0 11 Q V t, - ` fP O BO 'IIIO n60 m;a (/ aw u a 13 W ra k—su-nder brA-d-9-6-; 12" from 3' wall. 111 r Aig 0i F--c in V-2" from concrete Al Vrlbrldge; IV from 3' wall 4 X pt4 I r7 .......... .. . ...... north of steps on hills Quick cou ler WFiito 't t east side of \ m T sidewalk, 10 'from'from'as Chea-d on SystempOFa x A UL x j x SM 22 I F-i iW I REFERENCE DRAWING NO. 8 File No. E-19-1-70 L '-'�jZ, - Ll uIl L& 40 U11 > 40 120 A ILI u U &him, STATE OF WASHINGTON DEPARTMENT OF ECOLOGY CERTIFIED MAIL P.O. Box 47600 • Olympia, Washington 98504-7600 (360) 407-6000 TDD Only (Hearing Impaired) (360) 407-6006 April 29, 1998 q 61998 City of Renton 200 Mill Avenue SouthInFrir DeN Renton, WA 98055 ATTN: Mr. Ross Hathaway RE: Water Quality Certification/Modification for Corps Public Notice #TB-98-01 Dredge of the Cedar River for Increased Flood Protection to the City of Renton Dear Mr. Hathaway: The public notice number TB-98-01 and accompanying revised mitigation plan dated April 6, 1998 for proposed dredging of the Cedar River has been reviewed. On behalf of the State of Washington, we certify that the work proposed in the public notice complies with applicable provisions of Sections 301, 302, 303, 306 and 307 of the Clean Water Act, as amended, and other appropriate requirements of State law. This letter also serves as the State response to the Corps of Engineers, and as the response to your Certification that the project complies with the Coastal Zone Program of the State of Washington. The project is considered consistent consistent with the Coastal Zone Program, based upon your compliance with the enforceable policies of the program, including the provisions of the enclosed Order. The water quality certification is subject to the conditions contained in the enclosed Order. If you have any questions, please contact Bonnie Shorin at (360) 407-7297. Written comments can be sent to her at the Department of Ecology, P.O. Box 47703, Olympia WA 98504-7703. The enclosed Order may be appealed by following the procedures described in the Order. Sincerely, Paula Ehlers, Supervisor Environmental Coordination Section PE:bss Enclosure cc: Corps of Engineers — Merri Martz WDFW — Larry Fisher Ecology, NWRO - Dave Burdick, Ann Kenny Ecology, HQ — Linda Rankin IN THE MATTER OF GRANTING ) A WATER QUALITY ) CERTIFICATION/MODIFICATION TO) The City of Renton ) in accordance with 33 U.S.C. 1341 ) FWPCA § 401, RCW 90.48.260 ) and WAC 173-201A ) TO: The City of Renton 200 Mill Avenue South Renton, WA 98055 TTN: Mr. Ross Hathaway ORDER #TB-98-01 Dredge 125,000 cubic yards of the Cedar River to provide flood hazard reduction to the City of Renton, in King County, Washington On February 19, 1998, Ecology received a public notice requesting a water quality certification from the State of Washington for the above -referenced project, pursuant to the provisions of 33 U.S.C. 1341 (FWPCA§ 401). On April 7, 1998, Ecology received a supplemental public notice providing revisions to the mitigation proposal which accompanies the proposed dredging project. The proposed project entails dredging 125,000 cubic yards of sediment from the lower 1.23 miles of the Cedar River, in order to deepen the channel and provide relief to the City of Renton from 100 year flood events. This project also includes placement of levees of 1 — 8 feet in height, set bace 5 — 100 feet from the bank edge on both banks of the river from Williams Avenue to the mouth. Mitigation includes creation of spawning habitat for sockeye salmon at river mile 5, native plantings on the banks throughout the dredge area to restore habitat components, and placement of large woody debris at river mile 5 to provide cover from predation on juvenile salmonids,. Approvals/Permits: HPA #00-D4609-01 For dredging, bank protection, levee improvements, and mitigation measures. SDP #1998-NW-40006 Applicable conditions of the above permits and approvals shall be considered conditions of this Order. AUTHORITIES: In exercising authority under 33 U.S.C. 1341 and RCW 90.48.260, Ecology has investigated this application pursuant to the following: Conformance with applicable water quality -based, technology -based, and toxic or pretreatment effluent limitations as provided under 33 U.S.C. Sections 1311, 1312, 1313, 1316, and 1317 (FWPCA Sections 301, 302, 303, 306, and 307); 2. Conformance with the state water quality standards as provided for in Chapter 173-201A WAC authorized by 33 U.S.C. 1313 and by Chapter 90.48 RCW, and with other appropriate requirements of state law; and, Water Quality Certification #TB-98-01 April29, 1998 Page 3 of 6 3. Conformance with the provision of using all known, available and reasonable methods to prevent and control pollution of state waters as required by RCW 90.48.010. WATER QUALITY CERTIFICATION CONDITIONS: In view of the foregoing and in accordance with 33 U.S.C. 1341, 90.48.260 RCW and Chapter 173-201A WAC, certification is granted to the City of Renton (applicant) subject to the following conditions: General Conditions: 1) Notification shall be made to Bonnie Shorin at (360) 407-7297, and Bob Newman at (425) 649-7046, three days prior to the onset of the work authorized by this order. 2) Machinery and equipment used during dredging, bank modification, and bridge pier modification, shall be serviced, fueled, and maintained on uplands in order to prevent contamination of surface waters. 3) Any dredge spoils, excavated material, or construction debris shall be disposed of above the 100-year floodplain and shall be contained so as to prevent its re-entry into waters of the state. 4) Vegetative plantings shall consist of native riparian, non-invasive species only. Monitoring Conditions: 5) Vegetative plantings shall be inspected annually for three years to ensure 80% survival rate or better. Failed plants shall be replaced with healthy plants to maintain a minimum 80% success rate. 6) Impacts to fish resources shall be monitored according to the terms described in BPA 00- D4609-01. 7) Monitoring of turbidity impacts shall be conducted in accordance with condition below. Construction Conditions: 8) Double framing is required around the bridge piers during construction of bridge pier modification. Intermediate water will be pumped out and disposed of at a suitable upland landfill. Temporary Modification of Water Quality Standards: 9) Conditions listed below are issued under the authority of Chapter 90.48 RCW and 173- 201 A WAC and are intended to allow short-term modification of state water quality standards. Except as specifically authorized by this Order, all applicable provisions of 173-201A WAC shall be met. Water Quality Certification #TB-98-01 April29, 1998 Page 4 of 6 10) The Cedar River is a Class A water from Lake Washington to the Maplewood Bridge. (WAC 173-201A-130(5). Certification of this project does not authorize the applicant to exceed the turbidity standard for Class A waters beyond the mixing zone described below at condition 11. Turbidity in Class A waters shall not exceed 5 NTU over background turbidity when the background turbidity is 50 NTU or less, or have more than a 10% increase in turbidity when the background turbidity is more than 50 NTU. 11) Mixing Zone_ Consistent with WAC 173-201A-100 (7) and—110(3), a mixing zone is established within which the turbidity standard is waived. The mixing zone is established to allow only temporary exceedances of the turbidity criteria during and immediately after project construction. The mixing zone shall not exceed 300 downstream from the point of dredging. 12) Dredge Monitoring: Monitoring shall take place at the mixing zone boundary shall take place one hour after dredging begins, and again one hour before dredging finishes, daily, for the first week of dredging. If monitoring indicates turbidity standards are not being met at the boundary of the mixing zone, measures shall be taken to reduce turbidity rates, such as reducing the rate of dredging, placement of sediment curtains, etc. If monitoring shows that standards are being met at the mixing zone boundary, then monitoring may be reduced to once per week for the remainder of the work period. Emergency Conditions: 13) Toxic conditions resulting in distressed or dying fish (including dissolved oxygen levels below 5.0 mg/L) are not allowed. During and immediately after project construction, the applicant or contractor shall visibly monitor the area for distressed or dying fish. If water quality exceedances are observed outside the dilution zone, in -water work shall cease immediately and the applicant or the contractor shall contact Ecology's Spill Response Office at (360) 407-6300 (24-hour phone number). Mitigation Conditions: 14) Mitigation shall conform with the revised mitigation plan published under Corps Public Notice TB-98-01A, and conditions of HPA# 00-D4609-01. Administrative Conditions: This certification does not exempt compliance with other statutes and codes administered by federal, state, and local agencies. This certification will cease to be valid if the project is constructed and/or operated in a manner not consistent with the project description contained in the Public Notice for certification. This certification will cease to be valid and the applicant must reapply with an updated application if five years elapse between the date of the issuance of this certification and the beginning of construction and/or discharge for which the federal license or permit is being sought. Water Quality Certification #TB-98-01 April29, 1998 Page 5 of 6 This certification will cease to be valid and the applicant must reapply with an updated application if the information contained in the Public Notice is voided by subsequent submittals to the federal agency. Any future action at this project location, emergency or otherwise, that is not defined in the public notice, is not covered by this approval. All future actions shall be coordinated with Ecology for approval prior to implementation of such action. Copies of this Order shall be kept on the job site and readily available for reference by Corps of Engineers personnel, the construction superintendent, construction managers and foremen, and state and local government inspectors. Ecology retains continuing jurisdiction to make modifications hereto through supplemental order, if it appears necessary to further protect the public interest. Any person who fails to comply with any provision of this Order shall be liable for a penalty of up to ten thousand dollars per violation for each day of continuing noncompliance. Any person aggrieved by this Order may obtain review thereof by appeal. The applicant can appeal up to 30 days after receipt of the permit, and all others can appeal up to 30 days from the postmarked date of the permit. The appeal must be sent to the Washington Pollution Control Hearings Board, PO Box 40903, Olympia WA 98504-0903. Concurrently, a copy of the appeal must be sent to the Department of Ecology, Enforcement Section, PO Box 47600, Olympia WA 98504-7600. These procedures are consistent with the provisions of Chapter 43.21B RCW and the rules and regulations adopted thereunder. Dated 1q" l 2 9,� 9 9 e at Lacey, Washington Paula Ehlers Environmental Coordination Section Department of Ecology State of Washington S vwmt , .1 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY P.O. Box 47600 • Olympia, Washington 98504-7600 April 23, 1998 (360) 407-6000 • TDD Only (Hearing Impaired) (360) 407-6006 Ms. Merri Martz Environmental Coordinator USACE — Resources Section P.O. Box 3755 Seattle, WA 98124-3755 Re: 401 Certification for PN # TB-98-01A Dear Ms. Martz: As we discussed in our telephone conversation today, I have not yet received the Hydraulic Project Approval for the above referenced project, but am expecting it by FAX today. I will be out of the office on Friday and Monday, therefore I hope to be able to complete the 401 for you on Tuesday, April 28`h, and certainly no later than Thusday, April 30`'' Please call me if you have any questions. I will try to reach you again if I have not received the HPA by Tuesday. Sincerely, Bonnie Shorin Federal Permits Unit i� Lib-7 / 69 4 4 qJ 85Noq C ecy . wv. yam ;iAY-15-98 FRI 03:05 PM USACE SEATTLE DISTRICT FAX NO. 206 764 4470 P. 02 MAY- 14-1 17:15 from:DEPT OF ECOLOGY CENTRAL PROGRAMS 36040TS902 T-396 P.01/01 Job-903 + A STAi't of WASHINGTON DEPARTMENT OF ECOLOGY P.O. Box 47600 , Olympia, Washington 98304.7600 (360) 407.6000 • TOD Only (Hearing Impaired) (360) 407-6006 CE TIFIED MAIL Ma 15, 1998 U.S Army Corps of Engineers Envpironmental Resources Section Att ! Ms. Merri Martz p,(j Box 3755 Se t1e, WA 9$124-3755 RE: Correction to 401 Certification and Federal Consistency for Corps public Notice #TB-98-01 to dredge the lower 1.23 miles of the Cedar River in the City of Renton, Washington De; Ms, Martz: Copdition 11 of Ecology's recent Section 401 Certification contained an error in the description of t e mixing zone that is to be authorized during dredging work to deepen the channel of the Ce' River. The 300 foot mixing zone should read as 300 feet beyond the edge of the delta, rather than 300 feet from the point of dredging. If 3 u have any questions please contact Bonnie Shorin at (360) 407-7297. 'Written comments cal be sent to her at the Department of Ecology, P.O. Box 47703, Olympia, WA 98504-7703. Thi enclosed Order may be appealed by following the procedures described in the Order. S L&C, EA-�� a Ehlers, Supervisor ronmental Coordination Section bss E 173-201A-070 Title 173 WAC: Ecology, Department of (3) Water quality shall be maintained and protected in waters designated as outstanding resource waters in WAC 173-201 A-080. (4) Whenever waters are of a higher quality than the criteria assigned for said waters, the existing water quality shall be protected and pollution of said waters which will reduce the existing quality shall not be allowed, except in those instances where: (a) It is clear, after satisfactory public participation and intergovernmental coordination, that overriding consider- ations of the public interest will be served; (b) All wastes and other materials and substances discharged into said waters shall be provided with all known, available, and reasonable methods of prevention, control, and treatment by new and existing point sources before dis- charge. All activities which result in the pollution of waters from nonpoint sources shall be provided with all known, available, and reasonable best management practices; and (c) When the lowering of water quality in high quality waters is authorized, the lower water quality shall still be of high enough quality to fully support all existing beneficial uses. (5) Short-term modification of water quality may be permitted as conditioned by WAC 173-201A-110. [Statutory Authority: Chapter 90.48 RCW. 92-24-037 (Order 92-29), § 173-201A-070, filed 11/25/92, effective 12/26/92.) WAC 173-201A-080 Outstanding resource waters. Waters meeting one or more of the following criteria shall be considered for outstanding resource water designation. Designations shall be adopted in accordance with the provisions of chapter 34.05 RCW, Administrative Procedure Act. (1) Waters in national parks, national monuments, national preserves, national wildlife refuges, national wilderness areas, federal wild and scenic rivers, national seashores, national marine sanctuaries, national recreation areas, national scenic areas, and national estuarine research reserves; (2) Waters in state parks, state natural areas, state wildlife management areas, and state scenic rivers; (3) Documented aquatic habitat of priority species as determined by the department of wildlife; (4) Documented critical habitat for populations of threatened or endangered species of native anadromous fish; (5) Waters of exceptional recreational or ecological significance. [Statutory Authority: Chapter 90.48 RCW. 92-24-037 (Order 92-29), § 173-201A-080, filed 11/25/92, effective 12/26/92.1 WAC 173-201A-100 Mixing zones. (1) The allow- able size and location of a mixing zone and the associated effluent limits shall be established in discharge permits, general permits, or orders, as appropriate. (2) A discharger shall be required to fully apply AKART prior to being authorized a mixing zone. (3) Mixing zone determinations shall consider critical discharge conditions. (4) No mixing zone shall be granted unless the support- ing information clearly indicates the mixing zone would not have a reasonable potential to cause a loss of sensitive or important habitat, substantially interfere with the existing characteristic uses of the water body, result in damage to ale ecosystem, or adversely affect public health as determined by the department. (5) Water quality criteria shall not be violated outside ` the boundary of a mixing zone as a result of the dischar for which the mixing zone was authorized. (6) The size of a mixing zone and the concentrations pf pollutants present shall be minimized. (7) The maximum size of a mixing zone shall comply with the following: (a) In rivers and streams, mixing zones, singularly or ip''° combination with other mixing zones, shall comply with they- most restrictive combination of the following (this size limitation may be applied to estuaries having flow character.,' istics that resemble rivers): (i) Not extend in a downstream direction for a distance" from the discharge port(s) greater than three hundred feet_ plus the depth of water over the discharge port(s), or extend upstream for a distance of over one hundred feet; (ii) Not utilize greater than twenty-five percent of they flow; and (iii) Not occupy greater than twenty-five percent of the width of the water body. lit= 41, (b) In estuaries, mixing zones, singularly or in combina tion with other mixing zones, shall: 4' (i) Not extend in any horizontal direction from the discharge port(s) for a distance greater than two hundred feet plus the depth of water over the discharge port(s) as mea• sured during mean lower low water; and (ii) Not occupy greater than twenty-five percent of the width of the water body as measured during mean lower low water. For the purpose of this section, areas to the east of a line from Green Point (Fidalgo Island) to Lawrence Point (Orcas Island) are considered estuarine, as are all of the Strait of Georgia and the San Juan Islands north of Orcas Island. To the east of Deception Pass, and to the south and east of Admiralty Head, and south of Point Wilson on the Quimper Peninsula, is Puget Sound proper, which is consid- ered to be entirely estuarine. All waters existing within bays from Point Wilson westward to Cape Flattery and south t0 the North Jetty of the Columbia River shall also be categ rized as estuarine. (c) In oceanic waters, mixing zones, singularly or in combination with other mixing zones, shall not extend in any, horizontal direction from the discharge port(s) for a distance! greater than three hundred feet plus the depth of water over the discharge port(s) as measured during mean lower to water. For the purpose of this section, all marine waters not classified as estuarine in (b)(ii) of this subsection shall be categorized as oceanic. (d) In lakes, and in reservoirs having a mean detention time greater than fifteen days, mixing zones shall not be allowed unless it can be demonstrated to the satisfaction of the department that: (i) Other siting, technological, and managerial options that would avoid the need for a lake mixing zone are not reasonably achievable; (ii) Overriding considerations of the public interest "ill be served; and (iii) All technological and managerial methods available for pollution reduction and removal that are economically [Title 173 WAC—page 3581 (199" F2' Water Quality Standards —Surface Waters 173-201A-100 vable would be implemented prior to discharge. Such s may include, but not be limited to, advanced waste ent techniques. (e) In lakes, and in reservoirs having a mean detention $ly or in mienter with other mixing zonfifteen days, e, shall comply the nation g p y restrictive combination of the following: (l) Not exceed ten percent of the water body volume; Not exceed ten percent of the water body surface (maximum radial extent of the plume regardless of er it reaches the surface); and T(iii) Not extend beyond fifteen percent of the width of titer body. (g) Acute criteria are based on numeric criteria and lefty tests approved by the department, as generally under WAC 173-201A-040 (1) through (5), and shall fret as near to the point of discharge as practicably 1ttlnable. Compliance shall be determined by monitoring 411a or calibrated models approved by the department y[illzing representative dilution ratios. A zone where acute ttitc is may be exceeded is allowed only if it can be demon - tutted to the department's satisfaction the concentration of, tnd duration and frequency of exposure to the discharge, will Mtt create a barrier to the migration or translocation of indi- ftnous organisms to a degree that has the potential to cause .ntage to the ecosystem. A zone of acute criteria exceed- 'tbu shall singularly or in combination with other such zones mnply with the following maximum size requirements: (a) In rivers and streams, a zone where acute criteria may be exceeded shall comply with the most restrictive onbination of the following (this size limitation may also be applied to estuaries having flow characteristics resembling (i) Not extend beyond ten percent of the distance lawtrds the upstream and downstream boundaries of an .iulhorized mixing zone, as measured independently from the icharge port(s), (ii) Not utilize greater than two and one-half percent of . now; and (iii) Not occupy greater than twenty-five percent of the yidth of the water body. (b) In oceanic and estuarine waters a zone where acute Oft "in may be exceeded shall not extend beyond ten percent Ot the distance established in subsection (7)(b) of this section a treasured independently from the discharge port(s). (9) Overlap of mixing zones. ia) Where allowing the overlap of mixing zones would It in a combined area of water quality criteria nonattain- I which does not exceed the numeric size limits estab- under subsection (7) of this section, the overlap may rmitted if: (i) The separate and combined effects of the discharges be reasonably determined; and (ii) The combined effects would not create a barrier to migration or translocation of indigenous organisms to a ce that has the potential to cause damage to the ecosys- (b) Where allowing the overlap of mixing zones would It in exceedance of the numeric size limits established 't -45der subsection (7) of this section, the overlap may be ^-ed only where: (i) The overlap qualifies for exemption under subsec- tions (12) and (13) of this section; and (ii) The overlap meets the requirements established in (a) of this subsection. (10) Storm water: (a) Storm water discharge from any "point source" containing "process wastewater" as defined in 40 C.F.R. Part 122.2 shall fully conform to the numeric size criteria in subsections (7) and (8) of this section and the overlap criteria in subsection (9) of this section. (b) Storm water discharges not described by (a) of this subsection may be granted an exemption to the numeric size criteria in subsections (7) and (8) of this section and the overlap criteria in subsection (9) of this section, provided the discharger clearly demonstrates to the department's satisfac- tion that: (i) All appropriate best management practices estab- lished for storm water pollutant control have been applied to the discharge. (ii) The proposed mixing zone shall not have a reason- able potential to result in a loss of sensitive or important habitat, substantially interfere with the existing or character- istic uses of the water body, result in damage to the ecosys- tem, or adversely affect public health as determined by the department; and (iii) The proposed mixing zone shall not create a barrier to the migration or translocation of indigenous organisms to a degree that has the potential to cause damage to the ecosystem. (c) All mixing zones for storm water discharges shall be based on a volume of runoff corresponding to a design storm approved by the department. Exceedances from the numeric size criteria in subsections (7) and (8) of this section and the overlap criteria in subsection (9) of this section due to precipitation events greater than the approved design storm may be allowed by the department, if it would not result in adverse impact to existing or characteristic uses of the water body or result in damage to the ecosystem, or adversely affect public health as determined by the department. (11) Combined sewer overflows complying with the requirements of chapter 173-245 WAC, may be allowed an average once per year exemption to the numeric size criteria in subsections (7) and (8) of this section and the overlap criteria in subsection (9) of this section, provided the discharge complies with subsection (4) of this section. (12) Exceedances from the numeric size criteria in subsections (7) and (8) of this section and the overlap criteria in subsection (9) of this section may be considered by the department in the following cases: (a) For discharges existing prior to November 24, 1992, (or for proposed discharges with engineering plans formally approved by the department prior to November 24, 1992); (b) Where altering the size configuration is expected to result in greater protection to existing and characteristic uses; (c) Where the volume of water in the effluent is pro- viding a greater benefit to the existing or characteristic uses of the water body due to flow augmentation than the benefit of removing the discharge, if such removal is the remaining feasible option; or (d) Where the exceedance is clearly necessary to accom- modate important economic or social development in the area in which the waters are located. [Title 173 WAC—page 3591 173-201A-100 Title 173 WAC: Ecology, Department of (13) Before an exceedance from the numeric size criteria in subsections (7) and (8) of this section and the overlap criteria in subsection (9) of this section may be allowed under subsection (12) of this section, it must clearly be demonstrated to the department's satisfaction that: (a) AKART appropriate to the discharge is being fully applied; (b) All siting, technological, and managerial options which would result in full or significantly closer compliance that are economically achievable are being utilized; and (c) The proposed mixing zone complies with subsection (4) of this section. (14) Any exemptions granted to the size criteria under subsection (12) of this section shall be reexamined during each permit renewal period for changes in compliance capability. Any significant increase in capability to comply shall be reflected in the renewed discharge permit. (15) The department may establish permit limits and measures of compliance for human health based criteria (based on lifetime exposure levels), independent of this section. (16) Sediment impact zones authorized by the depart- ment pursuant to chapter 173-204 WAC, Sediment manage- ment standards, do not satisfy the requirements of this section. [Statutory Authority: Chapter 90.48 RCW. 92-24-037 (Order 92-29), § 173-201A-100, filed 11/25/92, effective 12/26/92.] WAC 173-201A-110 Short-term modifications. (1) The criteria and special conditions established in WAC 173- 201A-030 through 173-201A-140 may be modified for a specific water body on a short-term basis when necessary to accommodate essential activities, respond to emergencies, or to otherwise protect the public interest, even though such activities may result in a temporary reduction of water quality conditions below those criteria and classifications established by this regulation. Such modification shall be issued in writing by the director or his/her designee subject to such terms and conditions as he/she may prescribe, and such modification shall not exceed a twelve-month period. (2) In no case will any degradation of water quality be allowed if this degradation significantly interferes with or becomes injurious to existing water uses or causes long-term harm to the environment. (3) Notwithstanding the above, the aquatic application of herbicides which result in water use restrictions shall be considered an activity for which a short-term modification generally may be issued subject to the following conditions: (a) A request for a short-term modification shall be made to the department on forms supplied by the depart- ment. Such request generally shall be made at least thirty days prior to herbicide application; (b) Such herbicide application shall be in accordance with state of Washington department of agriculture regula- tions; (c) Such herbicide application shall be in accordance with label provisions promulgated by USEPA under the federal Insecticide, Fungicide, and Rodenticide Act, as amended (7 U.S.C. 136, et seq.); (d) Notice, including identification of the herbicide, applicator, location where the herbicide will be applied, proposed timing and method of application, and water 11`' restrictions shall be given according to the following require,, ments: ,� (i) Appropriate public notice as determined and pm- - scribed by the director or his/her designee shall be given o� any water use restrictions specified in USEPA label provi. sions; (ii) The appropriate regional offices of the departinew of fisheries and wildlife shall be notified twenty-four hour, prior to herbicide application; and (iii) In the event of any fish kills, the departments or ecology, fisheries, and wildlife shall be notified immediately, (e) The herbicide application shall be made at times sb as to: (i) Minimize public water use restrictions during week• ends; and (ii) Completely avoid public water use restriction, during the opening week of fishing season, Memorial Day weekend, Independence Day weekend, and Labor Day weekend; (f) Any additional conditions as may be prescribed by the director or his/her designee. [Statutory Authority: Chapter 90.48 RCW. 92-24-037 (Order 92-29), 173-20 1 A- I 10, filed 11/25/92, effective 12/26192.] WAC 173-201A-120 General classifications. General classifications applying to various surface water bodies not specifically classified under WAC 173-201A-130 or 173• 201A-140 are as follows: (1) All surface waters lying within national parks, national forests, and/or wilderness areas are classified Class AA or Lake Class. (2) All lakes and their feeder streams within the state are classified Lake Class and Class AA respectively, except for those feeder streams specifically classified otherwise. (3) All reservoirs with a mean detention time of greater than 15 days are classified Lake Class. (4) All reservoirs with a mean detention time of 15 days or less are classified the same as the river section in which they are located. (5) All reservoirs established on preexisting lakes arc classified as Lake Class. (6) All unclassified surface waters that are tributaries to Class AA waters are classified Class AA. All other unclas- sified surface waters within the state are hereby classified Class A. [Statutory Authority: Chapter 90.48 RCW. 92-24-037 (Order 92-29), f 173-201A-120, filed 11/25/92, effective 12/26/92.] WAC 173-201A-130 Specific classifications—Fresb• water. Specific fresh surface waters of the state of Wash' ington are classified as follows: (1) American River. Class AA (2) Big Quilcene River and tributaries. Class AA (3) Bumping River. Class AA A (4) Burnt Bridge Creek. Class (5) Cedar River from Lake Washington to the A Maplewood Bridge (river mile 4.1). Class (6) Cedar River and tributaries from the Maplewood Bridge (river mile 4.1) to Landsburg Dam (river AA mile 21.6). Class [Title 173 R'AC—page 3601 (1997 Ed-) 1 BRYN MAWR SYSTEM IMPROVEMENTS SCHEDULE A CONTRACT NO. C73130C CONFORMED DOCUMENT r r DEPARTMENT OF NATURAL RESOURCES r WASTEWATER TREATMENT DIVISION King, County r r JANUARY 1998 1 1 1 AS -BUILT DRAWING DEC, 2000 ' ,64, GARRY STRUTHERS ASSOCIATES, INC. , and Associated Firms 1 B C D E F H 4 ® 3 2 BRYN MAWR SYSTEM IMPROVEMENTS SCHEDULE A ............................ PROPOSED BRYN MAWR SIPHON -• PROPOSED BRYN MAWR TRUNK LYNNWOOD - - - - - EASTSIDE INTERCEPTOR (EXISTING) 405 — — BOEING OUTFALL INTERCEPTOR SNOHOMISH CO. KING CO. -- -- --- N 5 POULSBO V REDMOND 03 Lake BELLEV 520 W a s h i n g t o n .. .'.'.�u'.:'.t'.':." SEATTLE BRE TON �. 90 113TH ST .: :. 1 900 .... m 115TH ST BOAT LAUNCH Q� 0 � 5F BOEING RENTON f TUKWILA.405 CITY LIMIT �1 RENTON r PLANT R NTON � g90EING PARKI LOT z' 'ran (AREA OF ST CKPILE AS VASHON 120TH ST j A Z DIRECTED BY NCINEER) N : 6Tt1 ,- 5T; ISLAND SITE LOCA ON Z Q T z = a KENT I a p T JO MAPLE m z VALLEY of a 3& ........ .... ................... 124TH ST N $p, 6TH ST 167 Record Drawing12/00 5 �O�' RENTON These drawings have been AUBURN MEMORIAL N sTH sr modified to conform with Z� HS STADIUM information provided by the �w contractor. See original file copies for engineer's KING CO. N o _ > 900 40 professional seal. PIERCE CO. a ` N JTH < < ST 3e Ir m � < ti9 TACOMA N AIRPORT WY CALL 2 DAYS o T; NW 2 D ST U rn IN2ND ST " z S TOBINST �° wNY WDN BEFORE YOU DIG = z a c ANTa STGRiAST 1-800-424-5555 �Q E w N w a N < J U VICINITY MAP LOCATION MAP NO SCALE NO SCALE < z h j BASEMAP: DESIGNED: CHECKED: DATE: ELEVATION 0 EQUALS MEANS DEPARTMENT OF NATURAL RESOURCES .,I SEA LEVEL 1929 USC k CS JAN. 1998 (ADJUSTED 1947) K.J.D. J.G. O BRYN MAWR SYSTEM IMPROVEMENTS CARRY S Richards R ASSOCIATES, INC. DRAWN: SCALE: SCHEDULE A nLE NO 3150 Richards Road, Suite 100 Bellevue, WA 98005-4446 A C.G.H. VICINITY MAP AND 0 REVISED PER RECORD DRAWING MARKUPS MKW 12-00 Phone: (425) 519-0300 RECOMMENDED: NONE DRAWING No: a CONFORMED CGH 2/98 Fax: (425) 519-0309 ve- &d... CONTRACT NO: King County LOCATION MAP G100 7 COORDINATES h BEARINGS ARE APPROVED: Y APP'D DATE BASED ON WASHINGTON CO - No. REVISION BC73130C SHEET No: or ORDINATE SYSTEM NORTH ZONE V I - C n E A G H A R v A s s DRAWING INDEX : SCHEDULE A DRAWING SHEET TITLE NO NO R EL EXISTING INVERTED SIPHON �. TO REMAIN IN SERVICE G100 1 VICINITY MAP AND LOCATION MAP \ G101 2 KEY MAP AND DRAWING INDEX nt s G102 3 ABBREVIATIONS, STANDARD SYMBOLS AND LEGEND LAKE WASHINGTON G103 4 GENERAL NOTES, CONSTRUCTION NOTES, AND HAUL ROUTE 1 - _ C101 5 PLAN AND PROFILE STA 0+00 TO STA 5+00 NO ) i MH R01-41D C102 6 PLAN AND PROFILE STA 5+00 TO STA 10+00 � d 1 (t)ETIb M. ) 1 C103 7 PLAN AND PROFILE STA 10+00 TO STA 14+03.86 � Cifl C110 H R 1-41C C104 8 PLAN AND PROFILE STA 14+03.86 TO STA 19+00 C105 9 PLAN AND PROFILE STA 19+00 TO STA 24+00 162'9 0 C106 10 PLAN AND PROFILE STA 24+00 TO STA 29+00 C107 11 PLAN AND PROFILE STA 29+00 TO STA 34+00 1 R NTO �J C108 12 PLAN AND PROFILE STA 34+00 TO STA 39+00 CITY LIMITS MH R01-41A � C109 13 PLAN AND PROFILE STA 39+00 TO STA 42+65.94 o C110 14 PLAN AND PROFILE STA 42+65.94 TO STA 47+00 a MH R 1-41 C111 15 PLAN AND PROFILE STA 47+00 TO STA 52+00 C112 16 PLAN AND PROFILE STA 52+00 TO STA 56+00 C113 17 PLAN AND PROFILE STA 56+00 TO STA 61+09.71 C114 18 RENTON SEWER CONNECTION DETAIL n o C115 19 SITE PLANS: SIPHON OUTLET & SIPHON INLET STRUCTURES ,-:Si C116 — C119 NOT USED C120 20 T.E.S.C. AND RESTORATION PLAN STA 0+00 — STA 10+00 C121 21 T.E.S.C. AND RESTORATION PLAN STA 10+00 — STA 19+00 MH ROi-40 C122 22 T.E.S.C. AND RESTORATION PLAN STA 19+00 — STA 29+00 C123 23 T.E.S.C. AND RESTORATION PLAN STA 29+00 — STA 39+00 C124 24 T.E.S.C. AND RESTORATION PLAN STA 39+00 — STA 47+00 14 C125 25 T.E.S.C. AND RESTORATION PLAN STA 47+00 — STA 56+00 C126 26 T.E.S.C. AND RESTORATION PLAN STA 56+00 — STA 61+09.71 MH R01-63 C127 — C129 NOT USED C130 27 TEMPORARY EROSION/SEDIMENTATION DETAILS MH 01-62 C131 28 DETAIL SHEET 1 MANHOLE AND 24" DIA LOCKING FRAME AND COVER C132 29 DETAIL SHEET 2 CURB AND TRENCH I C133 30 DETAIL SHEET 3 INVERTED SIPHON OUTLET MH R01 61 a C134 31 DETAIL SHEET 4 SIPHON INLET STRUCTURE DETAIL & SECTIONS C135 32 DETAIL SHEET 5 FLOW METER VAULT & MISCELLANEOUS DETAILS 1 C136 33 DETAIL SHEET 6 MISCELLANEOUS DETAILS Record Drawing12/00 M" RD1- ° C103 cloy — c C137 34 DETAIL SHEET 7 WATER TIGHT LOCKING MANHOLE FRAME &COVER These drawings have been modified to conform with _ S101 35 STRUCTURAL NOTES information provided by the z S102 36 EASTSIDE INTERCEPTOR CONNECTION PLANS, SECTIONS, AND DETAILS. Z� contractor. See original file MH R 66 1 NH ae1 56 W MH R 1- 2A 00 copies for engineer's z S103 37 STRUCTURAL DETAILS ~o professional seal. p = zo =� a S104A 38 SIPHON INLET STRUCTURE z �v n z - a a S104B 38 SIPHON INLET STRUCTURE o r7 1 CALL 2 DAYS r BEFORE YOU DIG E101 39 ELECTRICAL SITE PLAN & SINGLE LINE DIAGRAMS �JJZ � J N 1- 800- 424- 5555 E102 40 ELECTRICAL DETAILS FLOW METER VAULT & MISCELLANEOUS DETAILS v E103 41 FLOW/LEVEL MONITORING LOOP DRAWINGS o DESIGNED: CHEO<ED: DEPARTMENT OF NATURAL RESOURCES DATE: K.J.D. J.G. BRYN MAWR SYSTEM IMPROVEMENTS JAN. 1998 GARRY S RS ASSOCIATES, INC. DRAWN: SCALE: O SCHEDULE A E Ho - I 3150 Richards Road, Suite 100 V Bellevue, (4 9519-03 0 G.G.H. KEY MAP AND REVISED —NEW SHEET ADDED MKW 12-00 Phone: (425) 519-0300 RECOMMENDED: NONE DRAWING No: o CONFORMED CGH 2/98 Fax: (425) 519-0309 �-g y DRAWING INDEX G 101 CONTRACT NO: King C011Tlt j No. REVISION BY APP'D DATE APPROVED: C73130C SHEETNO: OF A B C D E F G H 1 i i I • J i TEED PIP THE CONTRACT MAY I'SE THIS RECEIVING I I I 1 1 I 1 I I I I I I I I I 11 I I I I I D 10 B RY�J Z y 1 I I I I I I I I I I / I I I I I I I I I I I I I I I j D _24" STS PIT A B R TAN BORE WESTWARdI Z I I I I I I I I I I I I I �� I I I I I I I I I I I I I Z PROV ED T E NTRA4TOR OLL01N THEFW SPECIFIED ON 02140 DE 3.02 E. �' I I j REQUI ME ABLI$HED OR WORK I I I I I I I I I I > p - I O ADJACE EASTSIDE NTERGIEPTO I Z _ _ _ _ -p I 1 I sts at....... 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P \s� N 6TH ST INSTALL 8" S - ---------------------------1------------------- I -------- - - - - - - ---------------------------------- ---- -------------- a' 4n u• m --a . c � s7s cr I:•� m+ �Ir srs '_•• m Iz'• Z m 13.. srs • a — I PROPEM LINE 1E I." CONt c-6.9 ' I 19FLL - WITH COMPACTED OVE AND D N FILL TO SN,TINGROP - \fir RESTORE PER CECTSITRUCTURAL IEa+ t+�s -11 O --- T� L----- SrS -------ter - \ ----e -- S-� mso'I 99 I I II - - - - - - - - - - - - - - - - - ' •�--i--'--� RN:s4 tt 144 cl SRO. MI�IMUM IE 12'CONC 4W�17.9 CON EXISTING PIPE TO 1 srs srs m s s DROP CONNE0IWN. a saw-16.a s is" m in 4 s m tt 1 i — — — — — — — — — — — — — — — — — — / A 4 3 8 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --J -- I I I II I I I— --I--- I I I I II I p�I II WA.DLII 8"5S SUAEP�14aBEBBiOeNNE I - 1 / L — — — — — — — — — — — — — — — — — — — — — — — — — / 1 TOPOGRAPHIC INFORMATION IS DERIVED FROM AN AERIAL SURVEY CONDUCTED ON 2/5/93. SOME GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE CHANGED.THE CONTRACTOR IS RESPONSIBLE TO BE FAMILIAR WITH THE CURRENT SITE CONDITIONS. ® s 25 20 N 10 W No. C D —`\ — — — — L — — — — — — — — — \ / These drawings have been modified to conform with information provided by the contractor. See original file copies for engineer's 1 n-Lr)r) 9 9 1 nn , "!, II professional seal. II . _ _ _ F F C H H NOTE: IF SCHEDULE A WORK IS COMPLETED BEFORE SCHEDULE 8, EXISTING STORM OUTFALLS WILL NEED TO BE BYPASSED UNTIL THEY ARE CONNECTED TO SCHEDULE B BOEING OUTFALL INTERCEPTOR. CALL 2 DAYS BEFORE YOU DIG 1—Rnn—A?A—c,��c� SU 20 1998 I /'-• L-- � CONTRACT NO: King County I A 1 U + U U 10 C 103 REVISION BY APp'D DATE \\vim// cooRDINATES a e%N.S ARE nPrR^ovED: / C73130C II ^ 7 /� BASED DN WASEM NO N C ZONE / � TA 1 4 t 1 1 l R R i L— ORDINATE SYSTEM NORTH ZONE \� SHE NO: OF T3 ■ I'm 75 T v S ut 0 �i NAT L GA ON 0 0 � MH R01-61 STA 16+32.6S+A-}&+3bFr THE i SIDE OF RI E SIDE ROAD HALL NOT BE A AGED " STEEL W PPED GAS MAIN. PED POWER AND PHO O N 182756.59 E 1299466.08 moo Q'r CONTACT PUGET UND CONTACT OR T ED GAS PIPE �v L PIPE 27" SS (CON TOLES AND REPLACE Co PLUG AQ NEON 8" IW WEST ENID WI CONCRETE ND A DON TS WEST WITH REMOVE EXISTING 27"SS (CONC) I `� AND MANHOLES AND REPLACE SS AND MANHOLES. CONCRETE AFTER COMPLETION OF SCHEDUI E B. WITH 36'SS AND MANHOLES. POWER & PH01 s+� 16+00 1 � 21 PCP 55 ---i-�""- RIVERSIDE DRIVE 3.73 — L NV 4j--------J_--9-----'n----------- ---- ------L----Ir ll-----1--a--1--❑ ----- 1 E 25 20 W 00 -o Zo 1: U li U Z -Q Z NJ O NU U LA �U FA jFA iEEL 1929 USC s GSS JAN. 1998 (ADJUSTED 1947) KJD JG BRYN MAWR SYSTEM IMPROVEMENTS GARRY STRUTHERS ASSOCIATES, INC. DRAWN: SCALE: SCHEDULE A FILE NO: �� 3150 Richards Road, Suite 100 Bellevue, WA 98005-4446 pA M CGH H: 1 " = 20' PLAN & PROFILE REVISED PER RECORD DRAWING MARKUPS MKW 12-00 Phone: (425) 519-0300 RECOMMENDED: V: 1" = 5' DRAWING NO: 1 ADDENDUM NO. 1 & 2 - CONFORMED CGH KJD 2/98 Fax: (425) 519-0309 le Cw.. .� coNnucT No: King County STA 14+03.86 TO C 104 No. REVISION BY APP'D DATE a SEoIoN WASHI G�iOINNG00- C73130C ORDINATE SYSTEM NORTH ZONE STA 1 9 + 0 0 SHEET NO: OF r D E A B C D E F G C H 411 00 5 2 0 GO v (U I TOPOGRAPHIC INFORMATION IS DERIVED FROM AN AERIAL SURVEY CONDUCTED ON 2/5/93. 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D: �..... ......... ......... ......... ......... ......... ......... ...... ......::: ......... ::::::::: ........ ::: .. .... ......... :: ......... ::::::::: ......... :::::::::::: ......... ......... ......... ......... :::::::::... ......... ......... ......... ......... ......... 25 15 F .... ......... ......... ......... ..... I... ......... ......... ......... BASEMAP: ELEVATION O EOUAS MENlS DESIGNED: CHECKED: DEPARTMENT OF NATURAL RESOURCES DATE: R ASSOCIATES, INC. � CARRY S Richards 3150 Richards Road, Suite 100 EA LEVEL 1929 USC a GS ADJUSTED 194n KJD do � BRYN MAWR SYSTEM IMPROVEMENTS SCHEDULE A JAN. 1998 DRAWN: SCALE: FILE NO: Bellevue, WA 98005-4446 DATUM CGH H: , = 2D PLAN & P R 0 REVISED PER RECORD DRAWING MARKUPS MKW 12-00 Phone: (425) 519-0300 RECOMMENDED: V; 1" = 5' 1 LE DRAWING NO: ADDENDUM NO. 1 do 2 — CONFORMED CGH KJD 2/98 Fax: (425) 519-0309 � &d{,k.� CONTRACT NO: King County STA 1 9 +00 TO STA 24+00 C 105 APPROVED: A B C D E F r. G H H 4 G 04a � N r2�°G[ cE�R/_aP Erb a=J.�6'q � l 11 TOPOGRAPHIC INFORMATION IS DERIVED FROM AN AERIAL SURVEY CONDUCTED ON 2/5/93. SOME GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE CHANGED.THE CONTRACTOR IS RESPONSIBLE TO BE FAMILIAR WITH THE CURRENT SITE CONDITIONS. 15 NOTE: IF SCHEDULE A WORK IS COMPLETED BEFORE SCHEDULE B, EXISTING STORM OUTFALLS WILL NEED TO BE BYPASSED UNTIL THEY ARECONNECTED TO SCHEDULE B BOEING OUTFALL INTERCEPTOR. 25 1998 No. U U_I m INV. I m G — 1 %,UrI ndU 1 //voNN040.... %1� 1... �� 7c-G=-a�,.� CONTRACT NO: King County S-T-A 24+00 TO STA 29+00 C106 REVISION BY APP'0 DATE COORDINATES W a BEARNGTON CO—�P� % / C73130C SHEEP NO: OF BOOR NA W�SHINOTON C- ' RO ORDINATE SYSTEM NORM ZONE 12 00 4 3 2 �vl 8 C n F r r. u TOPO( AERIA GROUI CHANT FAMILI 20 .... B .. .. :. �. ..M... ... ... ..... .. ... .... .. .. .. :.::. :.' ...... ...: .. :::. ... : .. .. 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ELEVATION EQUALS MEANS ELEVATION DESIGNED cNEcxeD: DEPARTMENT OF NATURAL RESOURCES o"'E` MKW 12-00 /&<^ CARRY STRUTHERS ASSOCIATES, INC. 3150 Richards Road, Suite 100 Bellevue, WA 98005-4446 EA LEVEL 1929 USC R CS ADJUsfED 1947> pp KJD � O BRYN MAWR SYSTEM IMPROVEMENTS SCHEDULE A PLAN & PROFILE MAR a'A"'"� CGH SCALE' SC H: 1" = 20' FILE NO: REVISED PER RECORD DRAWING MARKUPS DESIGN 5 15 1998 I CLARIFICATION CGH KJD 3/9 Phone. (425) 519-0300 RECOMMENDED. V: 1 = 5 DRAW NG NO: ♦ Fax: 425 519-0309ie-_ COPlTRACT No: King County STA 3 4 + 0 0 TO S TA 3 9 + 0 0 C 10 8 c t ADDENDUM NO. 1 k 2 — CONFORMED CGH KJD 2/98 ( ) APrRwEO. No. REVISION 8Y APP'D DATE COORDINATES k BEARINGS ARE BASED ON WASHINGfON CO- C731 30C SHEEP NO: OE ORDINATE SYSTEM NORO1 ZONE A 6 C 0 E \Sl\� N 18� 13.6\ 33 77 \ �\\ E\\298�33.51_ �(01�,QS 1-41.0 STA 2+50.94 N / 1298946 91 LINE "q^ I I I I ' I I I ca I I I I I I I I I I CONNECT 27"SS TO W"Mo ° s I I I EXISTING MANHOLE _Mr _ RIVERSIDE DRIVE - ---- _ SEE, rr FOR DETAIL SITE PLAN OF THIS i � ., SS nor _ SEE PROFILE ON LOWER 130EING CB-14 _ RIGHT -ON THIS SHEET. SE .�RAWIWC.' ' ,. I ---i).ell I I A 150.00' F 0 H Record Drawing 00 These drawings have been / modified to conform with information provided by the ' contractor. See original file \ copies for engineer's professional seal. I ,� f � 38+92.7 -}- M R01- i 00 STA 38+95 91 WNSTRFAM LA Y A EXISTING MH\ 301 76!A \ SIPHON END STA 8+7674 ) STRUE M 91 CAP RE LID. FORCE MAI Y U,L Q zi p SW BOEING CB- \ I ss am so I LE B A; 4 M 5 4 3 2 1 0 C D E F G 0 1 � 11 TELL 11 T 0 OF MICROTUNNELING RETRIEVAL (\ 1 ` \ CONTRA OR RESTORE X S G A ION OF EXISTING PILES. LOCATION EXISTING PILES. STA 45+62 I I I IRRIG?(1I S M (NO SH N DEPTH UNCERTAIN CONTRACTOR MAY DEPTH UNCERTAIN CONTRACTOR MAY 144" MANHOLE (ABANDONED)yI RIM EL = 12.0 I 1 I I Q LOCATION OF ' BORE PI / / REMOVE PIL S IF IN CONFLICT W TUNNEL. 2 REMOVE PILES IF IN CONFLICT W/ TUNNEL ABANDONED I 1 I I I CONTRACTOf TO PROTECT TREES. FREEZE PIPE I ,Crl I I \ , , k � + 0 / 44+00 Cn -n 45+00 46+00 ,� 47400 I H 1`/ i CARRIER PIPE D.I. X X 2 EACH 24" OM Q COUPLING / / // n NI LJ t IZ STA 431 . *7 / ' I ' s � J SIPHON OUTLET E 12 893 1 ' / � ' STRt�CTURE SEE' t "FOR A _ Q' MN RO1-41.D I = a DETAIL SITE/ N n .. U OF TH ARE4, / T II I Q ' SEE, I // / I 1 1 1 � / /' i' / /' TOPOGRAPHIC INFORMATION IS DERIVED FROM AN 1 AERIAL SURVEY CONDUCTED ON 2/5/93. SOME GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE CHANGED.THE CONTRACTOR IS RESPONSIBLE TO BE FAMILIAR WITH THE CURRENT SITE CONDITIONS. 42+00 43+00 44+00 I I I 1 r I 111 I I IL J L . CALL 2 DAYS BEFORE YOU DIG 45+00 46+00 1-800-424-5555 47+00 _ ...... .. ..... MI I... . ... EXISTI G GROUND... _ . RE TON N1 NICIPA AIRPORT SAFETY ZO E:. AT E EENT,ER INE.... ' AP ROXIMATE .... —. .:::: W TER: EL. r 15 Z:: _ \ _ . FREEZE PIPE E 18.0 A XI EXISTING TE ELEVA ION RIVER BO OM (1994 DATA) / STR CTURE AB NDONED '® EL' 12 0 �::.. .. ..... w .. . .. 1 (i ... ... :. CEDAR RIVER:: SO .F.REEZE .PPE . . .. :;.4-. ..... .... ( APPROXIM TE: ECEVA ION :OF .. .... ... .. �. .. M1V 13.14 :(113 }4 METRO DATUM) : RIVER BO OM AFTf 1998 :DR AGING ::. 1.44 :MANHOLE FlLtEQ; WIT ; CDF TO : IM ... .. ... .. . c J........... .... .... . -- -- ---.- --: ' CONC HRUST & NTRX ::: OTENTIAL:FUTURE::: :. .. '. ... .... BLOCK ABANDONE .1N '. .. ... KEDGE EL ATION:.: PLACE BOTH 16' 10'Hx2.O: . ' ::' v . . .... ::.. =1:00: (9 00: METRO ... DAT.UM)): ....... ' O 2 EACH FLEX ... N . 0 ... ..... I:': .... .. : :.' . . .' ..: ..2. CH:24" R MAC:FLEX: COUPLING. ..... ... COUPLING a:: CONTRACTOR MAY ... . LOWER I RT L.. .. . — — — — — — — .. — — ..... ... ' ob ' ELEVATI N TO AC OMOOATE ... .:. ...... ... _ .. ..... . . :...' A♦3 .DON..... ::.. wIXn: UNNE ING .OPER ON:: CHA GES:.:::: ..: :.. . . ......... . ........ ......... .... . -5 TR MIE: SiiA6 : ::: :: MUST : E: APPROV .:BY:THE £NGtNEER ::::::::: ......... ......... ............ ....... . .... .... ..... . ......... . : : -5 W_ E 10 ..... ::. -10 AFT:::::.:::: .. .. .... ....... . :: :' ' 9 .33.M R0..:DATU :::::::: ::::::::: ::::::::: ::::::::: ::4O::GA CASING PIPE; 24!';SS..DI CL:52:0 5-0.002 ..... =:.. O ... .... .. .. .... .... .. .. ... .. ... ... .. .... ... .... ... .... .... ... .. ....... ..... .. ... .. .. ... ...... .... ... .... .. .. ... ..... ... ..... .. .. .. ... .... .. ..... .. ..... .. ... ... . ....... ......... ..... .. ..... .. ........ .... .. .... ... ..... .. ...... ... ...... .. ::.::. .. .. ... :... .... .... .. ...... ... ......... ... .. .. ... ..... .... .. .. .. .. ....... ..... ........ ... .. ...... .. ...... .... .... ......-15 _15 ........... ... ..... ...... ...... .... ..... .. ...... .... .... ....... ... < SHEET PILE ABANDONED IN PLACE OASEW: ELEVATION 0 EQUALS MEANS DESIGNED: CHECKED. DEPARTMENT OF NATURAL RESOURCES DATE; NSEA LEVEL (AD.IUSIED 1947) USC ! OS JAN. 1998 GARRY STRUTHERS ASSOCIATES, INC. DRAWN: SC BRYN MAWR SYSTEM IMPROVEMENTS DRAWN: SCALE: O SCHEDULE A FlLE NO: 3150 Richards Rood, Suite 100 REVISED PER RECORD DRAWING MARKUPS MKW 12-00 Bellevue, WA 98005-4446 pq M CGH H: 1" = 20 PLAN & PROFILE 2 WORK DIRECTIVE SLOPE CHANGE VMS 6/98 Phone: (425) 519-0300 RECOMMENDED: V: 1 = 5' DRAWING NO: R t ADDENDUM NO. 1 & 2 — CONFORMED CGH KJD 2/98 Fox: (425) 519-0309 7e `. CONTRACT NO: King County STA 42 + 6 5 . 9 4 TO C 110 COORDINATES S BEARINGS ARE APPROVED: STA 4 7+ 0 0 i No. REVISION BY APP'D DATE BASED RDIN ON SYSTEM NOR co- C73130C SHEET NO: OF ORDINATE SYSTEM NORTH ZONE A B C D E _ F G i i 00 I00 00 11 11 11 II I 1 1 11 11 11 O 11 11 11 1 ( 1 I II I 1 V 1 __ —__111 11 11 1 1 I I I II 11 L 5 0 ELEVATION D EQUALS MEANS _ -. ....... -... _ . ..... _ ....- ..-_ _ _ .. _ _ - $$EA LEVEL 1929 USC a GS JAN. 1998 N (IWUSTED 1947) KJD JG BRYN MAWR SYSTEM IMPROVEMENTS GARRY STRUTHERS ASSOCIATES, INC. DRAWN: SCALE. SCHEDULE A FILE NO: 3150 Richards Road, Suite 100 a REVISED PER RECORD DRAWING MARKUPS MKW 12-00 A Bellevue, WA 98005-4446 pq CGH H: 1" = 20 PLAN & PROFILE 2 WORK DIRECTIVE SLOPE CHANGE VMS 6/98 Phone: (425) 519-0300 RECOMMENDED: V: 1 " = 5' DRAWING NO: o T ADDENDUM NO. 1 & 2 —CONFORMED CGH KJD 2/98 Fax: (425) 519-0309 ie-{,�d►- CONTRACT NO: King County STA 47+00 TO STA 52+00 C1 1 1 No. REVISION BY APP'D DATE oON�ASSHINGTARE O^ NN C �12 ( / C73130C SHEET NO: OF f PUBLIC WORKS DEPARTMENT ^CAY of�O� M E M O R A N D U II >: xrE-.: NAME 5 ; NITIALJD DATE: February 15, 2011 TO: Denis Law, Mayor FROM: Gregg Zimmerman, Administrator#�7 - --. STAFF CONTACT: Ron Straka, Surface Water Utility Supervisor, x7248 Steve Lee, Surface Water Engineer, x7205 SUBJECT: Rehabilitation of Section 205 Lower Cedar River Flood Damage Reduction Project, United States Army Corps of Engineers Letter of Acknowledgement Request The United States Army Corps of Engineers (USACE) is requesting the Mayor acknowledge the City's continued obligation and compliance with the Project Cooperation Agreement (PCA) in order to assist with rehabilitation efforts along the lower Cedar River right bank levee. From January 8 to January 12, 2009, the lower Cedar River in Renton received a high flow event that staged the river levels between the 50-year and the 100-year flood stage. A Phase 4 flood was declared (highest river flood phase on Cedar River) with approximate river flows of 10,000 cfs damaging the lower Cedar River and the levees. When the river flood levels receded, damages on the Section 205 Lower Cedar River Flood Damage Reduction project levee was observed at approximately river mile 0.2 along the right bank. The right bank is the Cedar River Park side of the river (see Figure 1). The City of Renton requested assistance under Public Law 84-99 authority to repair the damage to the Section 205 Lower Cedar River Flood Damage Reduction project on January 28, 2009. Due to the sustained high river flows from the January 2009 flood event, the lower Cedar River sheared a portion of the park and levee prism area including the gabions immediately south of the river boat launch (see Figure 2). The repair project aims to: remove the failed gabion walls; dispose of loose gabion netting; remove vegetation along the repair areas; acquire and place class II riprap; re -grade slope to 2:1; and replant trees and brush along the project area. In addition, a proposed willow planting area along the sand bar is anticipated along with a 2-feet blanket of riprap. A, .F Mayor Law Y v� / C "v Page 2 of 2 February 15, 2011� The Federal Zthprevious ent is anticipating repairs of the levee, however the terms and conditions of executed PCA dated May 9, 1998, between the United States and the City comply with the three basic provisions listed below: A. The City must make available all lands, easements, rights -of -way and rights - of -entry necessary for construction of the Section 205 Lower Cedar River Flood Damage Reduction project (Project). B. The City must hold and save the United States free from any damages arising out of the construction, operation, maintenance, repair, replacement, and rehabilitation of the Project, except for damages due to the fault or negligence of the Government or its contractors. C. The City must maintain and operate all the Project features after construction and prevent any encroachment on the completed work. Please provide your signature acknowledging the City's continued obligation of the above conditions as previously agreed to in the PCA dated May 9, 1998, by signing on page three of the USACE acknowledgment request letter. Once signed, please return it to the Surface Water Utility for transmittal to the USACE. The USACE is requesting we return the signed letter by Friday, February 18, 2011. Thank you for your assistance. If you have any questions, please contact either Ron Straka or Steve Lee. Attachments cc: Lys Hornsby, Utility Systems Director H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2817 Cedar River Section 205 Project\04.0 - Correspondence\4.18 - USACE\PL84-99-JAN2009-ASST-REQ-CEDAR\110214 LWB Ltr to Mayor.doc\STLtp e- ' } DEPARTMENT OF THE ARMY SEATTLE DISTRICT, CORPS OF ENGINEERS P.O. BOX 3755 SEATTLE, WASHINGTON 98124-2255 REPLY TO ATTENTION OF Operations Divison Emergency Management Branch Mr. Steve Lee Surface Water Utility Engineer City of Renton 1055 S. Grady Way —Fifth Floor Renton, WA 98055 CAG-98-064, Adden #1-11 ECEIVE FEB 1 0 2011 Cily OF RENTON UTILITY SYSTEMS RE: Rehabilitation of Flood Control Works located on the right bank of the Cedar River at approximately River Mile 0.2 in Renton, King County, Washington, Job No. CED-2-09 Dear Steve: This letter in response to the City of Renton's written request of January 28, 2009 for assistance under the PL 84-99 authority to repair damage to the Section 205 Lower Cedar River Flood Damage Reduction Project. Enclosure 1 is a copy of the Project Information Report (PIR), dated July 13, 2010, which describes the proposed levee repair project. The Federal Government is 100% responsible for the costs associated with construction of the proposed levee repairs. However, the terms and conditions of the May 9, 1998 Project Cooperation Agreement (PCA) between the United States and the City of Renton will apply to the proposed levee repair project. What this means is the City must comply with the three basic provisions to the PCA that are generally referred to as the A-B-C's listed below. A. The City of Renton must make available without cost to the United States all lands, easements and rights -of -way, and rights -of -entry necessary for construction of the above referenced project feature. (See, Articles Il. D. 2 and Article III of the PCA). B. The City of Renton must hold and save the United States free from any damages arising out of the construction, operation, maintenance, repair, replacement, and rehabilitation of the Project and any Project -related betterments, except for damages due to the fault or negligence of the Government or its contractors (See Article IX of the PCA). C. The City of Renton must maintain and operate all the Project features after construction, and prevent any encroachment on the completed work. (See Article VIII of the PCA). Please have the mayor acknowledge the city's continued obligation of providing the A-B- C's presented and more fully described in the PCA of May 9, 2003 by signing in the space provided at the end of this letter. 2 RE: Rehabilitation of Flood Control Works located on the right bank of the Cedar River at approximately River Mile 0.2 in Renton, King County, Washington, Job No. CED-2-09 Enclosure 3 is a combination Certification of Lands, Attorney's Certificate and Outstanding Third Party Risk Analysis document (duplicate). The mayor must sign the land certification portion, and the City attorney must sign the Attorney's Certificate and complete the Risk Analysis Form. The City must also provide along with the completed certification documents the types of supporting documents listed below that verify the City has sufficient interest in the lands for construction, operation and maintenance of the proposed levee repairs. Types of acceptable evidence of defensible title to the project lands include the following documentation that must be legible. • Title policy or report with legible copies of recorded exceptions. • Copies of recorded deeds of conveyance from the owners of record for each parcel of land within the project footprint, including access routes, and subordination agreements used to clear title on the project lands. • Copies of order in condemnation or eminent domain proceedings, if applicable. Also, please cross-reference all title evidence to a plat map, right-of-way drawing, or the Exhibit A map attached to the Certification of Lands document package. A copy the drawing containing the cross-referenced title information must be included with the title evidence you send as part of the Certification of Lands package. Following receipt of a completed and signed Certification of Lands document package, our Real Estate Division staff will review the City's documentation for sufficiency of title, area, and property interest before the COE will advertise for construction. The City must return one original signature copy of this letter and one original signature copy of the Certification of Lands document package by February 14, 2011 or sooner. The following is a project schedule and milestone dates leading to the initiation of construction. Project Schedule City returns signed Letter of Acknowledgement February 14, 2011, or sooner City submits Certification of Lands document package February 22, 2011 Corps RE Division approves Certification of Lands March 1, 2011 Advertise for Construction April 12, 2011 Initiate Construction June 30, 2011 Since ly, oug T. eber; p. Chief of Emergency Management Branch Operations Division .W RE: Rehabilitation of Flood Control Works located on the right bank of the Cedar River at approximately River Mile 0.2 in Renton,. King County, Washington, Job No. CED-2-09 The City of Renton, King County, Washington, acting by and through the Mayor hereby acknowledges the City's continued obligations as stated in the PCA of May 9, 1998. CITY OF RENTON, WASHINGTON By &:4� DENIS LAW, Mayor Attest. Jason/A. Sethi- Deputy City Clerk Cf w/enclosures; Larry Warren Attorney for Renton P.O. Box 626 Renton, WA 98507 cf w/enclosures CENWS-OD-EM (D. Weber) CENWS-PM-CP (J. Fitzpatrick) CENWS-OC-RE (B. Rohde) CENWS-RE-RS (L. Watts) Cc without enclosures CENWS-CT-PR (Bonnie Ecker) CENWS-PM-PL-ER (Bobbi McClain) Date cP17 ZO// Steve Lee From: Larry Warren Sent: Friday, March 18, 2011 1:42 PM To: Steve Lee; Ronald Straka Cc: Gregg A. Zimmerman; Lys L. Hornsby; Denis Law Subject: COE land certification Once I got the title report, all 158 pages, I prioritized review and analysis of it, recognizing that it was time sensitive. I have finished the risk analysis without identifying any problems. To expedite the process, I have analyzed various title exceptions and explained why no action is necessary. The mayor also needs to sign a letter based on my analysis and granting a Flood Protection Easement and a Work Area Easement. How do you want to handle the documents? Page 1 of 1 Utility System Map Search Land Search Stormwater " Search Water '- Search Wastewater Map Contents �- Eo}WatersystemDemo28Mar2007 tb ❑ Fire Flow .M 0 Water Group Layer Wastewater Group Layer 4+ w Storm Water Group Layer ,ti Fv] Sensitive AreasGroup Layer ,t R] DOE - Contaminated Sites and Sites of lti C] Street Name Annotation tfi ❑Two Foot Contours :b C] Parcels Zoning 31 no Jurisdictions !b; Transporlatwn Network }i � Buildings Renton 2009 Aerial Orthophoto Help City of Renton Web Site i '-' C2 http://teffene/utilitysystemmapjan2009/default.aspx 03/16/2011 1 EXECUTIVE DEPARTMENT D o City of aQ M E M O R A N D U M DATE: February 17, 2011 TO: Teresa Phelan, PW - Utilities FROM: f.. E ,\Cynthia Moya, Records Management Specialist v SUBJECT CAG-98-064— US Army Corps of Engineers The attached original documents have been signed by City officials and are being returned to you for execution by other parties. When you receive the fully executed documents, please forward a signed original to the City Clerk's office for our permanent record file. This matter will be on a periodic call-up schedule to remind you of this requirement until our office receives the fully executed document. Thank you! hAcityclerk\records specialist\correspondence & memos - cindy\need sigs contract memo.doc 1` CAG-98-064, Adden #1-11 DEPARTMENT OF THE ARMY SEATTLE DISTRICT, CORPS OF ENGINEERS P.O. BOX 3755 SEATTLE, WASHINGTON 98124-2255 REPLY TO ATTENTION OF Operations Divison Emergency Management Branch Mr. Steve Lee Surface Water Utility Engineer City of Renton 1055 S. Grady Way —Fifth Floor Renton, WA 98055 RECEIVED FEB 1 0 2011 CITY OF RENTON UTILfTY SYSTEMS RE: Rehabilitation of Flood Control Works located on the right bank of the Cedar River at approximately River Mile 0.2 in Renton, King County, Washington, Job No. CED-2-09 Dear Steve: This letter in response to the City of Renton's written request of January 28, 2009 for assistance under the PL 84-99 authority to repair damage to the Section 205 Lower Cedar River Flood Damage Reduction Project. Enclosure 1 is a copy of the Project Information Report (PIR), dated July 13, 2010, which describes the proposed levee repair project. The Federal Government is 100% responsible for the costs associated with construction of the proposed levee repairs. However, the terms and conditions of the May 9, 1998 Project Cooperation Agreement (PCA) between the United States and the City of Renton will apply to the proposed levee repair project. What this means is the City must comply with the three basic provisions to the PCA that are generally referred to as the A-B-C's listed below. A. The City of Renton must make available without cost to the United States all lands, easements and rights -of -way, and rights -of -entry necessary for construction of the above referenced project feature. (See, Articles II. D. 2 and Article III of the PCA). B. The City of Renton must hold and save the United States free from any damages arising out of the construction, operation, maintenance, repair, replacement, and rehabilitation of the Project and any Project -related betterments, except for damages due to the fault or negligence of the Government or its contractors (See Article IX of the PCA). C. The City of Renton must maintain and operate all the Project features after construction, and prevent any encroachment on the completed work. (See Article VIII of the PCA). Please have the mayor acknowledge the city's continued obligation of providing the A-B- C's presented and more fully described in the PCA of May 9, 2003 by signing in the space provided at the end of this letter. 0a RE: Rehabilitation of Flood Control Works located on the right bank of the Cedar River at approximately River Mile 0.2 in Renton, King County, Washington, Job No. CED-2-09 Enclosure 3 is a combination Certification of Lands, Attorney's Certificate and Outstanding Third Party Risk Analysis document (duplicate). The mayor must sign the land certification portion, and the City attorney must sign the Attorney's Certificate and complete the Risk Analysis Form. The City must also provide along with the completed certification documents the types of supporting documents listed below that verify the City has sufficient interest in the lands for construction, operation and maintenance of the proposed levee repairs. Types of acceptable evidence of defensible title to the project lands include the following documentation that must be legible. • Title policy or report with legible copies of recorded exceptions. • Copies of recorded deeds of conveyance from the owners of record for each parcel of land within the project footprint, including access routes, and subordination agreements used to clear title on the project lands. • Copies of order in condemnation or eminent domain proceedings, if applicable. Also, please cross-reference all title evidence to a plat map, right-of-way drawing, or the Exhibit A map attached to the Certification of Lands document package. A copy the drawing containing the cross-referenced title information must be included with the title evidence you send as part of the Certification of Lands package. Following receipt of a completed and signed Certification of Lands document package, our Real Estate Division staff will review the City's documentation for sufficiency of title, area, and property interest before the COE will advertise for construction. The City must return one original signature copy of this letter and one original signature copy of the Certification of Lands document package by February 14, 2011 or sooner. The following is a project schedule and milestone dates leading to the initiation of construction. Project Schedule City returns signed Letter of Acknowledgement February 14, 2011, or sooner City submits Certification of Lands document package February 22, 2011 Corps RE Division approves Certification of Lands March 1, 2011 Advertise for Construction April 12, 2011 Initiate Construction June 30, 2011 Since ly, . wwl�� oug T. eber: p. f Chief of Emergency Management Branch Operations Division 3 RE: Rehabilitation of Flood Control Works located on the right bank of the Cedar River at approximately River Mile 0.2 in Renton,, King County, Washington, Job No. CED-2-09 The City of Renton, King County, Washington, acting by and through the Mayor hereby acknowledges the City's continued obligations as stated in the PCA of May 9, 1998. CITY OF RENTON, WASHINGTON By DENIS LAW, Mayor 4 Attest:/ Jason/A. Seth, -Deputy City Clerk Cf w/enclosures: Larry Warren Attorney for Renton P.O. Box 626 Renton, WA 98507 cf w/enclosures CENWS-OD-EM (D. Weber) CENWS-PM-CP (J. Fitzpatrick) CENWS-OC-RE (B. Rohde) CENWS-RE-RS (L. Watts) Cc without enclosures CENWS-CT-PR (Bonnie Ecker) CENWS-PM-PL-ER (Bobbi McClain) Date oP 17 Oal/ Steve Lee From: Stephanie Rary Sent: Tuesday, March 08, 2011 2:12 PM To: Steve Lee; Ronald Straka; Kelly Beymer; Todd Black Cc: Larry Warren Subject: RE: 1151515 (Title report for agreement with Army Corps of Engineers) Thanks. I will ask the title company specifically what they need. Stephanie Rary, Paralegal Renton City Attorney 100 S 2nd ST / P.O. Box 626 Renton, WA 98057 425-430-6493 / 425-255-5474 (fax) srarv@rentonwa.p,ov Confidentiality Statement: This message may contain information that is protected by the attomey-client privilege and/or work product privilege. If this message was sent to you in error, any use, disclosure or distribution of its contents is prohibited. If you receive this message in error, please contact meat the telephone number or e-mail address listed above and delete this message without printing, copying, or forwarding it. Thank you. From: Steve Lee Sent: Tuesday, March 08, 2011 2:10 PM To: Stephanie Rary; Ronald Straka; Kelly Beymer; Todd Black Cc: Larry Warren Subject: RE: 1151515 (Title report for agreement with Army Corps of Engineers) Stephanie, We do not know what map the 'Tracts 1 through 6, as shown on "City of Renton Engineer Map B 92-50, dated May 23, 1957" is located or even what the legal is referring to. We have some assessors maps with the project limits, we have one very old 1922 commercial waterway cloth map, and we have one very, very long 24"x80" undated commercial waterway no. 2 map. Most of these maps are very difficult to scan. -Steve From: Stephanie Rary Sent: Tuesday, March 08, 2011 11:21 AM To: Steve Lee; Ronald Straka; Kelly Beymer; Todd Black Cc: Larry Warren Subject: FW: 1151515 (Title report for agreement with Army Corps of Engineers) We have received good news regarding the title report needed to show the City has title to Parcel No. 0723059096 for the Agreement with the Army Corps of Engineers. Per the email below, the title company will be vesting the property in the City. The title company asked if we have a copy of the map. Can we send them one? Thanks! Stephanie Rary, Paralegal Renton City Attorney 100 S 2nd ST / P.O. Box 626 Renton, WA 98057 425-430-6493 / 425-255-5474 (fax) srarv@rentonwa.gov From: Rob Chelton [mailto:RobCheiton@PNWT.com] Sent: Tuesday, March 08, 2011 9:04 AM To: Stephanie Rary Subject: RE: 1151515 Hi Stephanie: My examiner has finally waded through all the paper work on this one, has sent it to word processing, but will need to review it once it is typed. The property will be vested in the City of Renton, only. There is no record legal description for this property, and we will tentatively set it up as it is on the county tax assessors records, "Tracts 1 through 6, as shown on "City of Renton Engineer Map B 92-50, dated May 23, 1957", etc. This map appears to be unrecorded, as the assessor's office is unable to provide us a copy, even though the tax legal description refers to it. Would someone on your end have a copy of this map? Sorry for the delay, but this has been a tough property to search. From: Stephanie Rary [mailto:SRary@Rentonwa.gov] Sent: Thursday, March 03, 2011 9:00 AM To: Rob Chelton Cc: Larry Warren Subject: RE: 1151515 We are getting pressure on this as we cannot execute this contract without the title report. Do you have an update for me on title? Thank you. Stephanie Rary, Paralegal Renton City Attorney 100 S 2nd 5T / P.O. Box 626 Renton, WA 98057 425-430-6493 / 425-255-5474 (fax) srarv@rentonwa.gov Confidentiality Statement: This message may contain information that is protected by the attorney -client privilege and/or work product privilege. If this message was sent to you in error, any use, disclosure or distribution of its contents is prohibited. If you receive this message in error, please contact me at the telephone number or e-mail address listed above and delete this message without printing, copying, or forwarding it. Thank you. From: Rob Chelton [mailto:RobChelton@PNWT.com] Sent: Tuesday, March 01, 2011 8:59 AM To: Stephanie Rary Subject: RE: 1151515 My examiner was out for various reasons. I have forwarded all the information to her, and spoke with her briefly yesterday, and she was starting to put all the information together. She works a swing shift, so when she gets in this afternoon, I will see where she is at, and get back to you this afternoon. From: Stephanie Rary [mailto:SRary@Rentonwa.gov] Sent: Tuesday, March 01, 2011 8:55 AM To: Rob Chelton Subject: FW: 1151515 Hi Rob Please let me know the status of the above title order. The documents sent by Steve Lee last week explain how the City acquired title. Please let me know if you need anything further. Stephanie Rary, Paralegal Renton City Attorney 100 S 2nd ST / P.O. Box 626 Renton, WA 98057 425-430-6493 / 425-255-5474 (fax) srarv@rentonwa.sov p city of P,rrrbCI1{ Confidentiality Statement: This message may contain information that is protected by the attomey-client privilege and/or work product privilege. If this message was sent to you in error, any use, disclosure or distribution of its contents is prohibited. If you receive this message in error, please contact me at the telephone number or e-mail address listed above and delete this message without printing, copying, or forwarding it. Thank you. From: Steve Lee Sent: Thursday, February 24, 2011 2:04 PM To: Larry Warren Cc: 'RobChelton@PNWT.com'; Kelly Beymer; Todd Black; Leslie A Betlach; Stephanie Rary Subject: RE: 1151515 La rry, Hopefully this is what you are looking for? I do not believe King County will readily have this information for the parcel in question. See attached memorandum from Property Services to you on March 5, 1998. The attached memo refers to the dissolution document by Commercial Waterway No. 3. & for parcel #072305HYDR. This parcel is owned by the City and was dissolved in 1956 per Superior Court Cause No. 494024 by the Commercial Waterway and extends from the Inner Harbor Line (see attached assessor's map) to the Pacific Coast RR Bridge. I have included in the scanned memo of the dissolution decree language by the Commercial Waterway No. 2 Board. I also have the original, cloth assessors map of Lake Washington Commercial Waterway District No. 2 from 1920 if you want to see it? -Let me know if this is not what you need. Thanks, Steve Lee City of Renton 425-430-7205 From: Larry Warren Sent: Thursday, February 24, 2011 11:00 AM To: Steve Lee Subject: FW: 1151515 From: Stephanie Rary Sent: Monday, February 21, 2011 8:40 AM To: Larry Warren Subject: FW: 1151515 UW: Rob from PNWT sent these documents with the below comments. I am not sure where the Lake WA Tide Lands are; with any luck the property that is the subject of the agreement falls in there. Stephanie From: Rob Chelton [mailto:RobChelton@PNWT.com] Sent: Friday, February 18, 2011 3:26 PM To: Stephanie Rary Subject: RE: 1151515 Hi again, We have checked, and there are no title orders for any company. We can see other title companies order numbers if any have been opened,when we run a property search, and there are none. I also checked our order tracking system for the City, and the Law Firm, from 1196 thru 1998, and still nothing. I have attached a couple of documents from 1998 that are part of this project, but are not deeds. Perhaps these may be what your office is talking about. The portion within the Lake WA. Tide Lands, we are pretty confortable with vesting in the City of Renton. It's the portion of the commercial water way, where in the problem lies. From: Stephanie Rary [mailto:SRary@Rentonwa.gov] Sent: Friday, February 18, 2011 2:19 PM To: Rob Chelton Subject: RE: 1151515 Hey Rob, Is there any chance you can check PNWT's records to see what (if any) title reports either the City of Renton or our office (at that time we were Warren, Kellogg, Barber, Dean & Fontes) ordered between 12/1/1998 and say S/31/1998? That would at least give us an idea if we used PNWT for a title report then. Thanks for your help! Stephanie Rary, Paralegal Renton City Attorney 100 S 2nd ST / P.O. Box 626 Renton, WA 98057 425-430-6493 / 425-255-5474 (fax) srary@rentonwa.sov p Confidentiality Statement: This message may contain information that is protected by the attorney -client privilege and/or work product privilege. If this message was sent to you in error, any use, disclosure or distribution of its contents is prohibited. If you receive this message in error, please contact me at the telephone number or e-mail address listed above and delete this message without printing, copying, or forwarding it. Thank you. 4 From: Rob Chelton [mailto:RobChelton@PNWT.com] Sent: Friday, February 18, 2011 9:45 AM To: Stephanie Rary Subject: RE: 1151515 Hello again: The assessor's legal description recites Tracts 1 thru 6, City of Renton Engineer Map B 92-50 dated May 23, 1957. Thought this may be helpful information. Since at this time, it appears we may have a broken chain(no trail to follow), I was hoping to determine exactly what you are hoping for in the report. From: Stephanie Rary [mailto:SRary@Rentonwa.gov] Sent: Friday, February 18, 2011 9:05 AM To: Rob Chelton Subject: RE: 1151515 I am going to ask a few departments to look into this. If you could please contact your person at the State's Real Estate Division, that would be helpful too. I will let you know what we find. Thanks. Stephanie Rary, Paralegal Renton City Attorney 100 S 2nd ST / P.O. Box 626 Renton, WA 98057 425-430-6493 / 425-255-5474 (fax) srary(@rentonwa.gov C_itti� of e Confidentiality Statement: This message may contain information that is protected by the attorney -client privilege and/or work product privilege. If this message was sent to you in error, any use, disclosure or distribution of its contents is prohibited. If you receive this message in error, please contact me at the telephone number or e-mail address listed above and delete this message without printing, copying, or forwarding it. Thank you. From: Rob Chelton [mailto:RobCheiton@PNWT.com] Sent: Friday, February 18, 2011 8:23 AM To: Stephanie Rary Subject: 1151515 Hi Stephanie; I am helping Kathy, and our examining department on this report. Parcel number 072305-9096. Several of us have tried to locate the deed into the City of Renton, to no avail. We think it may have been conveyed in what they are calling Tract 13B of Court Commissioner's Plat 156371, which is a court case that has been hard to obtain. There is also the possibility the State never recorded a deed. Can you possibly shed some light on when the City thinks they obtained the property, and or possibly the deed recording number? As it looks now, we would have to vest in either the State of Washington, or Puget Sound Energy. I have someone at the State's Real Estate Division, that I could ask to see if they had any records, but not sure how quick that would be. Any light you may be able to shine on this one would be appreciated. Rob Chelton Unit 12 Pacific Northwest Title 206 343-1327 This email is intended solely for the use of the individual to whom it is addressed. If you are not the intended recipient, be advised that you have received this email in error and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. Although this email has been scanned for the possible presence of computer viruses prior to dispatch, we cannot be held responsible for any viruses or other material transmitted with, or as part of, this email without our knowledge. Thank you. This email is intended solely for the use of the individual to whom it is addressed. If you are not the intended recipient, be advised that you have received this email in error and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. Although this email has been scanned for the possible presence of computer viruses prior to dispatch, we cannot be held responsible for any viruses or other material transmitted with, or as part of, this email without our knowledge. Thank you. This email is intended solely for the use of the individual to whom it is addressed. If you are not the intended recipient, be advised that you have received this email in error and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. Although this email has been scanned for the possible presence of computer viruses prior to dispatch, we cannot be held responsible for any viruses or other material transmitted with, or as part of, this email without our knowledge. Thank you. This email is intended solely for the use of the individual to whom it is addressed. If you are not the intended recipient, be advised that you have received this email in error and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. Although this email has been scanned for the possible presence of computer viruses prior to dispatch, we cannot be held responsible for any viruses or other material transmitted with, or as part of, this email without our knowledge. Thank you. This email is intended solely for the use of the individual to whom it is addressed. If you are not the intended recipient, be advised that you have received this email in error and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. Although this email has been scanned for the possible presence of computer viruses prior to dispatch, we cannot be held responsible for any viruses or other material transmitted with, or as part of, this email without our knowledge. Thank you. DEPARTMENT OF THE ARMY SEATTLE DISTRICT, CORPS OF ENGINEERS P.O. BOX 3755 SEATTLE. WASHINGTON 98124-3755 CENWS-PM-PL-ER FINDING OF NO SIGNIFICANT IMPACT Elliot Rearing/Spawning Channel Mitigation for Overdredging Associated With the Cedar River 205 Flood Control Project Renton, King County, Washington 1. Background. The proposed action is described in the attached environmental assessment and will restore fish and wildlife habitat to the Cedar River, near the city of Renton, King County, Washington. This project is designed to compensate for unanticipated impacts associated with dredging the lower Cedar River in 1998 as part of the Cedar River Section 205 Flood Control Project. The lower Cedar River was dredged deeper than designed'in 1998; the resulting oversteepened channel grade caused destabilization and scour of gravels upstream of the project (between Williams Avenue and I-405). This scour caused the loss of 1800 sockeye salmon redds which had been developed there during spawning in October 1998. 2. Action. The work is a joint effort between the Seattle District Corps of Engineers and the City of Renton. The proposed work consists of 1) reconstructing a low spot in the existing Elliot Levee to allow water to pass through a 60' wide permeable levee section; 2) construction of a channel from the reconstructed levee section downstream through an old system of rearing ponds (built by WDFW) to connect up with an existing side channel system downstream of the levee; and 3) plantings of native vegetation surrounding the new channel. 3. Evaluation. An environmental assessment has been prepared for the proposed work and was coordinated with governmental agencies and other interested parties. The U.S. Fish and Wildlife Service. Washington Department of Fisheries and Wildlife, Washington Department of Ecology, National Marine Fisheries Service, Muckelshoot Tribe, and other local agencies were solicited for their views which were incorporated into the EA as appropriate. The proposed project will not negatively impact the Cedar River area and its natural resources and,in fact, the project is expected to improve fish and wildlife habitat. The proposed action will comply with all applicable laws, regulations, and agency consultations. 4. Finding of No Significant Impact. Based on the analysis briefly described above and provided in more detail in the environmental assessment, it has been determined that performance of this work, in accordance with the conditions herein described or referenced, is a federal action that will not significantly affect the quality of the human environment, and thus does not require preparation of an Environmental Impact Statement. Date j4�pp *"Vv� NY I , AMES M. RIGSBY Colonel, US Army Corps of Agineers District Engineer Elliot Rearing/Spawning Channel Mitigation for Overdredging Associated With the Cedar River 205 Flood Control Project Renton, King County Washington ENVIRONMENTAL ASSESSMENT April 2000 l� US Army Corps of Engineerso Seattle District TABLE OF CONTENTS 1.0 INTRODUCTION...................................................................................................... 2 2.0 PROJECT DESCRIPTION..........................................................................................2 2.1 LOCATION............................................................................................................2 2.2 BACKGROUND......................................................................................................2 2.3 PROPOSED ACTION.............................................................................................. 2 3.0 NEED FOR ACTION.................................................................................................. 3 4.0 ALTERNATIVES.......................................................................................................3 4.1 NO ACTION.................................................................................... :...................... 3 4.2 BED STABILIZATION IN THE WILLIAMS TO LIBRARY REACH ............................... 3 4.3 SETBACK GABION BANK AND BIOENGINEER BANK IN LIBRARY REACH ............. 3 4.4 MAPLEWOOD HOMEOWNERS' SPAWNING/REARING CHANNEL ..........................4 4.5 PROPOSED ACTION.............................................................................................. 4 5.0 EXISTING ENVIRONMENT......................................................................................4 5.1 GEOLOGYISOILSISEDIMENTS...............................................................................4 5.2 WATER QUALITY..................................................................................................4 5.3 VEGETATION........................................................................................................ 5 5.4 FISH AND WILDLIFE............................................................................................. 5 5.5 THREATENED AND ENDANGERED SPECIES......................................................... 6 5.6 CULTURAL RESOURCES.......................................................................................7 5.7 AIR QUALITY/NOISEILIGHT..................................................................................7 5.8 PUBLIC USE AND RECREATION............................................................................7 6.0 ENVIRONMENTAL IMPACTS OF THE PROPOSED ACTION ................................... 7 6.1 GEOLOGY/SOILSISEDIMENTS...............................................................................7 6.2 WATER QUALITY...................................................................................................8 6.3 VEGETATION........................................................................................................ 8 6.4 FISH AND WILDLIFE............................................................................................. 8 6.5 THREATENED AND ENDANGERED SPECIES.......................................................13 6.6 CULTURAL RESOURCES.....................................................................................13 6.7 AIR QUALITY/NOISEILIGHT............................................................................. ...13 6.8 PUBLIC USE AND RECREATION..........................................................................14 7.0 MONITORING........................................................................................................ 14 8.0 AGENCY COORDINATION....................................................................................14 9.0 ENVIRONMENTAL COMPLIANCE........................................................................14 9.1 NATIONAL ENVIRONMENTAL POLICYACT........................................................14 9.2 ENDANGERED SPECIES ACT SECTION 7 CONSULTATION.................................14 9.3 CLEAN WATER ACT COMPLIANCE.....................................................................15 9.4 COASTAL ZONE MANAGEMENT ACT CONSISTENCY..........................................15 9.5 HYDRA ULIC PERMIT APPROVAL........................................................................16 9.6 FISHAND WILDLIFE COORDINATIONACT........................................................16 9.7 NATIONAL HISTORIC PRESER VA TION A CT .........................................................16 9.8 EXECUTIVE ORDER 12898, ENVIRONMENTAL JUSTICE.....................................17 9.9 CLEAN AIR ACT...................................................................................................17 10.0 CONCLUSION.....................................................................................................17 11.0 REFERENCES.....................................................................................................18 1.0 INTRODUCTION. This environmental assessment (EA) evaluates the impacts of constructing a salmon rearing and spawning channel behind the Elliot Levee maintained by King County at rivermile (RM) 4.4 on the Cedar River, Renton, Washington. This project is designed to compensate for unanticipated impacts associated with dredging the lower Cedar River in 1998 as part of the Cedar River Section 205 Flood Control Project. The lower Cedar River was dredged deeper than designed for in 1998 and the resulting oversteepened channel grade caused destabilization and scour of gravels upstream of the project (between Williams Avenue and I-405). This scour caused the loss of 1800 sockeye salmon redds which had been placed there during spawning in October 1998. A Final Environmental Impact Statement (EIS) was prepared for the flood control project and expected mitigation elements in August 1997. This EA supplements that EIS and only addresses the unexpected extra mitigation required as a result of overdredging. 2.0 PROJECT DESCRIPTION. 2.1 LOCATION. The project is located in the floodplain along the left bank at RM 4.4 on the Cedar River (see appendix A.), in the City of Renton, King County, Washington. 2.2 BACKGROUND. The U.S. Army Corps of Engineers (Corps) constructed a flood control project in and along the lower 1.25 miles of the Cedar River in Renton, Washington from 1998-1999. This work included several major elements: 1) dredging the lower 1.25 miles of the channel to an average depth of 4 feet below the existing channel bed in 1998, tapering up to zero dredge at 1.25 miles (Williams Avenue); 2) constructing setback levees and floodwalls along both banks of the lower 1.25 miles of the river, finished in 1999; 3) constructing a groundwater fed spawning channel for sockeye salmon in the floodplain along the left bank of the Cedar River at RM 4.6; 4) reconstructing a rock revetment protecting the Maplewood Golf Course on the right bank of the Cedar River at RM 4.2 to provide habitat benefits for rearing salmon juveniles; and, 5) setting aside 10,000 CY of the dredged material for placement up near Landsburg (RM 21) to supplement spawning gravel in the upper Cedar River. All of these elements have been constructed, or are in progress (Landsburg gravel supplementation will continue for 10-15 years). As a result of overdredging in element #1, gravel upstream of the dredged area was destabilized in November 1998 resulting in the loss of 1800 sockeye salmon redds. This EA addresses extra mitigation required to compensate for that one-time loss of 1800 sockeye salmon redds. 2.3 PROPOSED ACTION. The proposed work consists of: 1) reconstructing a low spot in the existing Elliot Levee to allow water to pass through a 60' wide permeable levee section; 2) construction of a channel from the reconstructed levee section downstream through an old system of rearing ponds (built by WDFW) to connect up with an existing side channel system downstream of the levee; and 3) plantings of native vegetation surrounding the new channel. See Appendix B for details. The new channel will have water in it at all river flows above 300 cfs, roughly October - June each year. The channel will have a series of pools and riffles in the upper end with approximately 2,000 ft2 suitable for sockeye spawning, and 15,000 ft2 suitable for sockeye, chinook, coho and steelhead fry and juvenile rearing. The existing natural side channel at the downstream third of the project has several high spots that currently strand fish when flows drop below —600 cfs. This project will reduce the potential for stranding and allow the rearing channel to be accessible from October - June each year. 3.0 NEED FOR ACTION. This action is needed to compensate for adverse impacts which have already occurred to the 1800 sockeye salmon redds and the aquatic ecosystem in the lower Cedar River. 4.0 ALTERNATIVES. Four alternatives are evaluated. 4.1 NO ACTION. The no action alternative would not compensate for adverse impacts which have already occurred to the 1800 sockeye salmon redds and the aquatic ecosystem in the lower Cedar River. The river channel has restabilized following the winter of 1998-1999 flows, and currently provides suitable spawning habitat for sockeye and chinook salmon (utilized in the fall of 1999). However, no compensation would be made for the one-time loss of sockeye eggs and production. 4.2 BED STABILIZATION IN THE WILLIAMS TO LIBRAR Y REA CH. This alternative would place rock groins or similar structures in the bed of the Cedar River in the reach which was destabilized as a result of overdredging. The groins would reduce scour of the gravel bed and increase survival of eggs incubating in the gravels. However, this technology is not proven and it additionally is unknown how to show the success of this alternative, since the existing survival of eggs to fry is not known for this reach of the river. 4.3 SETBACK GABION BANK AND BIOENGINEER BANK IN LIBRARY REACH. This alternative would remove a gabion wall that is currently in the Cedar River upstream of the Renton Library and bioengineer the bank with large woody debris (LWD) and plantings of native vegetation. This alternative would provide about 6000 ft'- of river channel habitat that is currently covered by gabions. It would incrementally reduce velocities and scour in this reach of the river by widening the channel by about 30 feet, and create localized pools and eddies as a result of placing LWD at the toe of the bank. This alternative would create a small amount of new channel habitat which could be utilized for spawning by sockeye salmon and possibly other salmon species in the reach that was destabilized. However, spawning habitat is not currently a limiting factor to salmon production in the Cedar River. 4.4 MAPLEWOOD HOMEOWNERS' SPAWNING/REARING CHANNEL. This alternative would create a groundwater fed spawning and rearing channel directly across the river from the proposed Elliot channel site. There is currently existing seeps and springs which flow out of the high bluff on the right bank of the river and form a wetland/pond complex which 3 is partially connected to the river. This alternative would capture the seeps and springs and direct their flow into a larger pond/channel complex with a more reliable connection to the river. This alternative has already been designated as the contingency mitigation site by the City of Renton in the event that the other mitigation elements constructed as part of the flood control project do not provide sufficient benefits. 4.5 PROPOSED ACTION. This alternative creates a spawning/rearing channel behind the Elliot Levee maintained by King County at RM 4.4. The channel would have flow from October - June (flows >300 cfs) through a permeable levee section and connect to an existing side channel system downstream of the levee. Approximately 2,000 ft'' of spawning habitat and 15,000 ft2 of rearing habitat would be available for sockeye, chinook and coho salmon and steelhead trout, and bull trout if they occur in the lower Cedar River. The Cedar River currently has limited side channel or off -channel habitats, and this would significantly increase the amount of off channel habitat available in the lower river. 5.0 EXISTING ENVIRONMENT. 5.1 GEOLOGY/SOILS/SEDIMENTS. The northwest/southeast trending valleys that contain the Cedar River, and Lakes Sammamish and Washington were formed by the most recent retreat of glaciation approximately 10,000 years ago'. The soils are generally glacially deposited, such as till, outwash or glaciolacustrine deposits. The Cedar River valley is composed primarily of alluvium deposited with the meanderings of the Cedar River across its floodplain. Gravels are deposited in many areas of the floodplain, and flow from the river through these gravel deposits manifests itself in the form of groundwater flow where floodplain soils have been excavated. The floodplain soils at the Elliot rearing/spawning channel site are a mix of gravels, sands and silts from successive flooding events that overtopped the levee. 5.2 WATER QUALITY. Water quality in the Cedar River is considered Class AA (extraordinary) in the vicinity of the proposed rearing/spawning channel (RM 4.4). During heavy rainstorms and floods there are temporary periods of high turbidity, but otherwise there are no other water quality issues. The floodplain where the rearing/spawning channel will be constructed currently receives river water during flows greater than about 2500 cfs, which is about a two year flow. Puget lobe of the Cordilleran ice sheet. El 5.3 VEGETA TION. The riparian zone in the floodplain where the rearing/spawning channel will be constructed is composed primarily of young red alders (Alnus rubra) and willows (Salix sp.). There are some young conifers (Thuja plicata, Pseudotsuga menziesii and Picea sitchensis) which have been planted by King County in the past 5-10 years. There are also numerous non-native species such as blackberries (Rubus discolor), reed canary grass (Phalaris arundinacea), Japanese knotweed (Polygonum cuspidatum), and teasle (Dipsacus sylvestris). There is about 1.0 acre of mixed wetland and upland mosaic, the wetland is dominated by reed canary grass with some small patches of salmonberry, (Rubus spectabilis), slough sedge (Carex obnupta) and scouring rush (Juncus effusus). 5.4 FISH AND WILDLIFE. There are at least 22 species of fish present in the Cedar River (refer to August 1997 FEIS). In the vicinity of the proposed rearing/spawning channel there are sockeye salmon, chinook salmon. coho salmon, steelhead trout, rainbow trout, cutthroat trout, mountain whitefish, northern squawfish, peamouth chub, three -spine stickleback, largescale sucker, longnose dace, brook lamprey, Pacific lamprey, and several species of sculpin. Bull trout have not been observed in the vicinity of the proposed project, but they may occur. The Cedar River adjacent to the proposed project is heavily utilized for spawning by adult sockeye, chinook and coho salmon. The existing natural side channels downstream of the Elliot levee are utilized for rearing by sockeye fry, chinook fry and juveniles, coho and steelhead smolts (R. Tabor, USFWS, pers. comm.). Sockeye salmon: Sockeye are present in the Lake Washington basin from the Hiram M. Chittenden Locks up to RM 21.8 on the Cedar River. Juvenile sockeye are captured in numerous side channels and lateral habitat in the lower Cedar River (M. Martz, USACE, pers. comm). Abundance of sockeye in the Cedar River has declined drastically from peak counts in the mid- 1970's (WDFW et al. 1994). Mean sockeye escapement in the Lake Washington basin is 166,500 from 1987-1996 (Fresh and Lucchetti 2000). The escapement goal in the Cedar River (350,000) was last achieved in 1996, and the status of the Cedar River sockeye stock is depressed (WDFW et al. 1994; City of Seattle 1998). Chinook salmon: Summer/fall chinook are present in the Lake Washington basin from the Hiram M. Chittenden Locks up to RM 21.8 on the Cedar River. Natural spawning escapement in the Lake Washington basin has averaged 3,143 from 1983-1991, with Cedar River data going back to 1967 (WDFW et al. 1994). Lake Washington chinook represent approximately 12 percent of the natural escapement occurring in the Puget Sound ESU. The Washington Department of Fish and Wildlife (WDFW) listed the status of chinook in the Cedar River as unknown due to unreliable abundance data (WDFW et al. 1994). Summer/fall chinook of the Cedar River basin are distinguished from other Puget Sound stocks by geographic isolation. The stock is native and all production comes from naturally spawning fish. Genetic analysis has not been conducted to date (WDFW et al. 1994). Recent trends in abundance of Lake Washington chinook have declined since 1991. The Lake Washington chinook stock is now considered to be depressed (City of Seattle 1998). 5 Coho salmon: Coho are native to the Cedar River and occur from the Hiram M. Chittenden Locks up to RM 21.8. Historical reports indicate that large numbers of coho spawned in the Cedar River upstream from the Landsburg Diversion before its construction (City of Seattle 1998). Like other anadromous salmonids in the Cedar River, coho abundance has declined drastically in recent years. Escapement goals in the Cedar River are 15,000 coho, however, this number has not been achieved since 1979 (City of Seattle 1998). Coho salmon are considered depressed in the Lake Washington basin. Recent returns to the Cedar River have been estimated to be approximately 300 fish (City of Seattle 1998). Steelhead: Winter steelhead are native to the Cedar River from the Hiram M. Chittenden Locks up to RM 21.8. The natural Lake Washington spawning stock of winter steelhead is managed for an escapement of 1,600 fish, representing approximately 7 percent of the estimated natural escapement of all steelhead within the Puget Sound ESU. Natural spawner escapement in the Cedar River has ranged from 70 to 2,575 from 1983 through 1997, and averaged 800 adults (City of Seattle 1998). In recent years, the escapement target of 1,600 adults was only met during the period 1985 through 1986 (WDFW et al. 1994; City of Seattle 1998). Following 1986, steelhead escapement in the Cedar River fell to a low of 70 adults in 1994 and recently rebounded to 616 fish in 1997 (City of Seattle 1998). Winter steelhead stocks in the Lake Washington basin were rated as depressed by the WDFW (WDFW et al. 1994). Wildlife species likely to be present at the site and surrounding area are black -tailed deer, cougar, muskrat, coyote, racoon, Eastern gray squirrel, opossum, beaver, cottontail rabbits, striped skunk, Norway rats, various small rodents, and feral dogs and cats. The taller cottonwoods near the golf course are utilized by red tailed hawks, and bald eagle for perching and foraging. Mergansers, mallards and other waterfowl are also present. 5.5 THREATENED AND ENDANGERED SPECIES. Three listed species are likely to occur in the project area, and one candidate species; bald eagle (Haliaeetus leucocephalus), Puget Sound ESU chinook salmon (Oncorhynchits tshaivytscha), and Puget Sound/Western Washington ESU bull trout (Salvelinus confluenttts) are all listed as threatened and coho salmon (Oncorhynchus kisutch) is a candidate species. Bald eagles are known to utilize the taller cottonwoods near the site for perching and foraging (S. Negri, WDFW, pers. comm.). There are no nests within one mile of the site. Chinook salmon utilize the mainstem Cedar for spawning, rearing and migratory transport. Chinook fry and juveniles utilize the existing natural side channel at the downstream end of the Elliot levee for rearing from February - July (R. Tabor, USFWS, pers. comm.). Bull trout have never been observed in the vicinity of the project. Two native char were captured in the lower mile of the Cedar River in the past 10 years (E. Warner, MIT, pers. comm., USACE data 1998), but are otherwise not known to inhabit the lower Cedar River. Coho salmon utilize the mainstem Cedar for spawning, rearing and migratory transport. Coho juveniles and smolts utilize the existing natural side channel at the downstream end of the Elliot levee for rearing (R. Tabor, USFWS, pers. comm.). L 5.6 CULTURAL RESOURCES. A record search at the Washington Office of Archaeology and Historic Preservation (OAHP) on March 24, 2000 and a cultural resources reconnaissance survey conducted by a Corps professional archaeologist on March 27, 2000 revealed no recorded or previously unrecorded historic properties within the project area. The proposed alignment runs through an abandoned river channel, recently active during the 1990 flood, that has seen significant disturbance from previous flood control efforts and fish habitat creation projects. Visible sediments within the proposed channel alignment are largely recent fluvial deposits, as evidenced by modern materials located at depth within screened shovel test probes. Underlying older fluvial deposits, at least those not disturbed by prior earthmoving activities, hold a slight potential for buried cultural materials. (e.g., fish weir sites). In a letter sent to the Washington State Historic Preservation Officer on April 11, 2000 (concurrence pending), the project archaeologist recommended periodic monitoring during construction to assure that work will cease in the immediate area, and the OAHP and Muckleshoot Tribe will be notified, in the unlikely event buried cultural deposits or features are encountered. 5.7 AIR QUALITY/NOISE/LIGHT. Much of the Puget Sound region was formerly considered "non -attainment" by the Puget Sound Air Pollution Control Agency, but has recently been upgraded to "attainment" because only a few violations of air quality standards were recorded in the past two years. Highway 169 is adjacent to the proposed project site and generates typical urban levels of noise and light. The City of Renton Maplewood Golf Course also generates urban levels of light near the proposed project site. 5.8 PUBLIC USE AND RECREATION. The rearing/spawning channel site is located on City of Renton Parks lands. It is within Ron Regis Park, which has several playing fields. This portion of the park land is to remain as natural area with some potential for the creation of interpretive trails in the .future. The Maplewood Golf Course is immediately adjacent to the site. The Cedar River is closed to recreational fishing, however, poachers do utilize the site and adjacent areas for illegal fishing. 6.0 ENVIRONMENTAL IMPACTS OF THE PROPOSED ACTION 6.1 GEOLOGY/SOILS/SEDIMENTS. The creation of the rearing/spawning channel will require removal of about 300 CY of levee material (rock and finer materials) which will be replaced with an equivalent amount of large rock (12-24" minus). Approximately 5000 CY of floodplain sediments (gravel, sand and silts) will be excavated to create the new channel. About 100 CY of clean gravels (0.54", <5% fines) will be placed to create spawning habitat. Overall, the floodplain soils will be slightly changed with the addition of clean gravels. This is not a significant effect. 6.2 WATER QUALITY. The majority of the channel will be constructed "in the dry" so there will be no effects on water quality. Erosion control measures will be employed to prevent any runoff of sediments into the Cedar River or the existing side channel. At the downstream end of the channel (within the 7 existing natural side channel) there may still be water and a connection to the Cedar River. Limited material will be excavated in this area (removing high spots to reduce stranding potential), and a silt fence or curtain will be used at the downstream end to prevent turbidity from entering the Cedar River. Following construction, all cleared areas will be mulched and seeded, and eventually planted with native vegetation (October). There will be no change in water quality parameters following construction. The project will not have any significant effects on water quality. 6.3 VEGETATION. Riparian vegetation will be dramatically improved as a result of the proposed action. Plantings will greatly enhance the density and area of riparian vegetation around the 1700 foot long channel. Species to be planted include willows, red alder, Oregon ash (Fraxinus latifolia), western red cedar (Thz ja plicata), Sitka spruce (Picea sitchensis), . Reed canary grass will be cleared and emergent vegetation will also be planted in the wetland areas (Carex obnupta, Carex lenticularis, Carex stipata). Overall, vegetation will be enhanced by the project. 6.4 FISHAXD WILDLIFE. The proposed channel is designed to provide rearing and spawning habitat for salmonid species. Approximately 2000 ft2 of spawning habitat will be created primarily for sockeye salmon and approximately 15,000 ft2 of rearing habitat will be created or made accessible for sockeye, chinook, and coho salmon and steelhead trout. Resident fish may also utilize the channel. The wetland area will be enhanced with plantings which may enhance the value for amphibians. Overall, the project will benefit fish and wildlife. Sockeye: Given a useable spawning area of 2,000 ft2, an "average" flow year in the Cedar River, and based upon the levels of egg deposition efficiency, egg -to -fry and fry -to -pre -smolt survival, and pre -smolt -to -spawner ratios described above, the number of spawning sockeye that may be produced from the Elliot Levee Overflow was calculated. A potential egg density (167 eggs per ft2) was based on the area of an average redd (19.4 ft2) and the expected egg deposition per female spawner (3,230) (Stober and Hamalainen 1978, 1980; Montgomery 1990). The density of egg deposition (mean = 3,588 eggs per female) was adjusted for egg retention (5%) and egg loss due to adult mortality (5%). It is estimated that 334,000 sockeye eggs (167 eggs per ft2) could be deposited in the overflow channel during the spawning season (Table 1). Table 1. Life history assumptions of sockeye salmon production in the Elliot Levee Overdredge Mitigation Channel. Life Cycle Attribute Number Density (No.) (No./ft) Survival (/o) Source Useable Spawning Area 2,000 ft= Potential Egg Density 334,000 167 Montgomery (1990) Number of Fry Produced 27,989 8.38% Montgomery (1990) Lake Survival 2,799 10% Montgomery (1990) Pre -smolt Survival to Adult 331 11.84% Montgomery (1990) Spawner Return 215 0.9% Montgomery (1990) Based on the literature reviewed, an egg -to -fry survival of 8.38 percent was used (Montgomery 1990). Due to more stable flow conditions in the off -channel habitat, the Elliot Levee Overdredge Mitigation Channel should have egg survival comparable to the higher level recorded for the mainstem Cedar River (8.1 %) by Stober and Hamalainen (1980). Cowan (1991) had found that egg -to -fry survival of chum salmon (O. keta) were much higher in groundwater channels near the Satsop River, Washington than mainstem survival estimates. Assuming an egg -to -fry survival rate of 8.38 percent, the proposed mitigation project would yield 27,989 sockeye fry, of which 2,799 (10%) would survive to become pre-smolts in Lake Washington (Montgomery 1990). Average pre -smolt -to -adult survival was assumed to be 11.84 percent (Montgomery 1990), suggesting that 331 adults would be produced from the Elliot Levee Overdredge Mitigation Channel. Assuming a 64.9 percent return rate, a total of 215 sockeye originating from the Elliot Levee Overdredge Mitigation Channel would return to the Cedar River as spawners each year (Table 1). Chinook salmon: The proposed Elliot Levee Overdredge Mitigation Channel will create an estimated 2,000 ft2 of salmonid spawning habitat and an estimated 15,000 ft'- of salmonid rearing habitat. It was assumed that few chinook will spawn in the Elliot Levee Overdredge Mitigation Channel, and that chinook salmon production would be driven by the amount of available rearing habitat, rather than the amount of available spawning habitat. It was also assumed that only chinook fry that rear for approximately 90 days before moving downstream to Lake Washington will benefit from the increased rearing habitat provided by the Elliot Levee Overdredge Mitigation Channel. Lister and Walker (1966) reported chinook production in Big Qualicum River, British Columbia to be 0.034 smolts per ft'-. Wunderlich and Toal (1992) used similar production numbers (0.01- 0.13 smolts per square foot of available rearing area) for low- and spring -flow periods on the Green River. Koning and Keeley (1997), using data from various literature sources, reported chinook smolt densities before restoration activities of 0.005 smolts per ft'. Post restoration monitoring indicated an order of magnitude greater as densities approached 0.05 smolts per ft'-. The Stream Enhancement Research Committee (1980) report a density of 0.02 smolts per ft'- on the Cowichan River, and 0.04 smolts per ft'- on the Deadman River in British Columbia. 9 Maximum density of juvenile chinook (44-68 mm FL) in non -natal tributaries of the lower Fraser River ranged from 0.006 to 0.06 fish per ftZ (Murray and Rosenau 1989). High fecundity and short freshwater residence time indicates a high level of recruitment at the start of downstream migration to saltwater. Bradford (1995) suggests that this high level of recruitment appears to be offset by low marine survival rates, between 1 and 2 percent, for chinook salmon. Chapman (1986) indicated that overall marine survival rate of chinook salmon to be 3.4 percent in the absence of a fishery. A clear downward shift in ocean survival was noted after the 1980 brood class (Cramer et al. 1999), however recent cool, wet weather patterns may mark a shift in the ocean climate regime back to higher marine survival rates for Puget Sound salmon in the near future. Calculations were based on a mean seeding rate of 0.04 fry per ft'-, that the Elliot Levee Overdredge Mitigation Channel could provide rearing habitat for approximately 600 juvenile chinook (Table 2). Juvenile chinook must then migrate downstream through Lake Washington and pass through the Hiram H. Chittenden Locks. Assuming a mean survival of 70 percent (based on discussions with regional biologists), approximately 420 chinook 90-day fry that reared in the Elliot Levee Overdredge Mitigation Channel would survive to the ocean. Assuming an ocean survival of 1.5 percent (Bradford 1995), approximately 6 adult chinook would return to the Cedar River each year. If Chapman's (1986) estimate of marine survival (3.4%) were to be realized, approximately 14 adult chinook would return to the Cedar River. An average value (mean = 10) of the adult returns from the two estimates (i.e., Chapman 1986; Bradford 1995) was used as the expected return to the Cedar River from chinook produced in the Elliot Levee Overdredge Mitigation Channel. It is assumed that the fry will be recruited to the Elliot Levee Overdredge Mitigation Channel from the mainstem Cedar River. Murray and Rosenau (1989) found that similar off -channel habitats in the lower Fraser River also recruited juvenile chinook salmon from mainstem spawning habitats. Table 2. Life history assumptions of chinook salmon production in the Elliot Levee Overdredge Mitigation Channel. Life Cycle Attribute Number Density (No.) (No./ft)%) Survival Source Juvenile Rearing Area 15,000 ft= Martz (1999) Juvenile Rearing Density 0.04 Fpur sources Juvenile Produced 600 L. Washington/ 420 70% Ship Canal Survival Adult Returns 6 1.5% ocean survival Bradford (1995) Adult Returns 14 3.4% of smolt yield Chapman (1986) Mean Adult Return 10 Coho salmon: The proposed Elliot Levee Overdredge Mitigation Channel will create an estimated 2,000 ft'- of salmonid spawning habitat and an estimated 15,000 ft'- of salmonid rearing habitat for coho. It was assumed that coho salmon production would be driven by the amount of available rearing habitat, rather than the amount of available spawning habitat. Coho juveniles &I rear year-round in the Lake Washington basin and it was assumed that the 15,000 ft- of habitat would persist throughout the year. Lister and Walker (1966) reviewed smolt yields for coho salmon on Big Qualicum River and found a density of 0.01 smolts per ftZ. Marshall and Briton (1980) studied coho densities in various Pacific Northwest streams. Overall, smolt production for all the streams studied (n=17) averaged 0.05 smolts per ftZ. Coho production in Nile Creek, British Columbia, averaged 0.02 smolts per ftZ (Marshall and Briton 1980). The Stream Enhancement Research Committee (1980) recommended a rate of 0.02 smolts per ftZ be used when little information is available, but recommended a higher rate when the coho production is known or suspected to be higher. Baranski (1989) developed a method for estimating smolt production in Puget Sound streams which uses gradient, low flow channel width, and channel length. Density estimates applied vary by stream width and gradient. Tributaries less than 18 ft wide and gradients <1 percent used 0.01 smolts per ftZ. Beechie et al. (1994) developed a method of estimating smolt production for the Skagit River. His method incorporates potential production estimates (smolt density per unit area) for different temporal and spatial scales: 1) winter or summer; 2) by habitat unit type (i.e., pool, riffle, side channel, and distributary slough); 3) mainstem or tributary; and 4) pond or lake. Mean coho potential production for side and distributary channels was 0.05 coho per ftZ (Beechie et al. 1994). Chapman (1981) and Zillges (1977) used a value of 0.05 smolts per ftZ to compute coho smolt production throughout western Washington. The variability of observed smolt densities in the literature has been related to variations in the physical and biological environment (i.e., stream size, gradient and habitat composition). The effects of these physical and biological factors on fish are, in turn, dependent on population densities. Competition always plays a role in the levels of fish abundance, especially when coho juveniles are present (Sabo 1995). Calculations were based on a mean seeding rate of 0.03 smolts per ftZ, that the Elliot Levee Overdredge Mitigation Channel could provide rearing habitat for approximately 450 coho smolts (Table 3). Juvenile coho must then migrate downstream through Lake Washington and pass through the Hiram H. Chittenden Locks. It is assumed that larger smolts (i.e., coho) will survive at a higher (80%) rate than do smaller juvenile chinook (based on discussions with regional biologists). Accordingly, approximately 360 coho smolts that reared in the Elliot Levee Overdredge Mitigation Channel would survive to the ocean. Chapman (1986) calculated a marine survival rate of coho salmon to be 8 percent without harvest. This survival is similar to 9.8 percent reported by Bradford (1995) from a survey of the literature. Assuming an ocean survival of 9.8 percent (Bradford 1995), approximately 35 adult coho would return to the Cedar River each year. Using Chapman's (1986) estimate of marine survival (8%), approximately 29 adult coho would return to the Cedar River. An average of two adult return values yields an estimate of 32 adult coho produced by the Elliot Levee Overdredge Mitigation Channel (Table 3). 11 Table 3. Life history assumptions of coho salmon production in the Elliot Levee Overdredge Mitigation Channel. Life Cycle Attribute Number Density (No.) (No./ft') Survival (%) Source Juvenile Rearing Area 15,000 ft2 Martz (1999) Juvenile Rearing Density 0.03 Six sources Smolts Produced 450 L. Washington/ 360 80% Ship Canal Survival Adult Returns 35 9.8% ocean survival Bradford (1995) Adult Returns 29 8% of smolt yield Chapman (1986) Mean Adult Return 32 Steelhead: The proposed Elliot Levee Overdredge Mitigation Channel will create an estimated 2,000 ft2 of salmonid spawning habitat and an estimated 15,000 ft2 of salmonid rearing habitat for steelhead. It -,vas assumed that steelhead production would be driven by the amount of available rearing habitat, rather than the amount of available spawning habitat. Steelhead juveniles rear year-round in the Lake Washington basin and we assumed that the 15,000 ft2 of habitat would persist throughout the year. The Stream Enhancement Research Committee in British Columbia (SERC 1980) reviewed smolt yields for steelhead trout in various Pacific Northwest streams and determined an average of 0.003 smolts per ft2 for all streams. The Washington Department of Game summarized smolt output from four fully seeded streams in Washington and British Columbia and calculated an average output of 0.002 smolts per ft2 (WDG 1983); however, their range varied by almost an order of magnitude, from as low as 0.0004 to 0.003 smolts per ft2. Gibbons et al. (1985) surveyed late summer parr (yearling) densities in tributary and mainstem stream reaches in 31 coastal and Puget Sound streams. Applying an overwinter survival estimate of 30 percent, their data indicate outmigrating smolt densities ranged from 0.0001 to 0.004 smolts per ft2, and averaged 0.002 Smolts ft2 in small tributary streams. Chapman (1981) used a value of 0.002 smolts per ft2 to estimate steelhead smolt production in'the upper Green River. Calculation were based on a mean seeding rate of 0.002 smolts per ft2, that the Elliot Levee Overdredge Mitigation Channel could provide rearing habitat for approximately 30 steelhead smolts (Table 4). Juvenile steelhead must then migrate downstream through Lake Washington and pass through the Hiram H. Chittenden Locks. We have assumed that larger smolts will survive at a higher (80%) rate than do smaller juvenile chinook (based on discussions with regional biologists). Accordingly, approximately 24 steelhead smolts that reared in the Elliot Levee Overdredge Mitigation Channel would survive to the ocean. Using 10 percent ocean survival (Chapman 1986), two (2) adult steelhead would return to the Cedar River, having originally reared in the Elliot Levee Overdredge Mitigation Channel (Table 4). 12 Table 4. Life history assumptions of steelhead production in the Elliot Levee Overdredge Mitigation Channel. Life Cycle Attribute y Number (No.) Density (No./ft) Survival (%) Source Juvenile Rearing Area 15,000 ft= Martz (1999) Juvenile Rearing Density 0.002 Four sources Smolts Produced 30 L. Washington/ 24 80% Ship Canal Survival Adult Returns 10 10% of smolt yield Chapman (1986) Mean Adult Return 2 6.5 THREATENED AND ENDANGERED SPECIES. There will be young alders and willows removed at the rearing/spawning channel site, but no trees suitable for perching or nesting activities. Native plants, including conifers, will be planted at the channel site, which over time, will provide more suitable habitat for bald eagles than currently exists. The majority of the channel will be constructed "in the dry" so there will be no direct effects on bull trout. Best management practices will be employed to ensure no sediments or turbidity enters the river during construction, and all cleared areas will be mulched, seeded and planted to prevent stormwater runoff after construction. The channel will provide additional rearing habitat for bull trout juveniles, if they occur in the lower river. The majority of the channel will be constructed "in the dry" so there will be no direct effects on Chinook. Best management practices will be employed to ensure no sediments or turbidity enters the river during construction, and all cleared areas will be mulched, seeded and planted to prevent stormwater runoff after construction. The channel will provide additional rearing habitat for chinook fry and juveniles in an area where they already heavily utilize the existing side channels (R. Tabor, USFWS, pers. Comm.). The project may affect, but is not likely to adversely affect chinook salmon. 6.6 CULTURAL RESOURCES. No known cultural or historic sites occur in the project area. If any artifacts are discovered during construction, all work will be stopped and an archaeologist will be called to the site to investigate before work continues. 6.7 AIR QUALITY/NOISE/LIGHT. There will be a temporary increase in noise during construction, but it will be well within urban limits. Following construction, there will be no change in air quality, noise or light parameters. 6.8 PUBLIC USE AND RECREATION. During construction, public access will be restricted on the site. Following construction, the site will be available for passive recreation as appropriate for a natural area. 13 7.0 MONITORING. The project will be monitored for at least five years following completion of construction. The riparian plantings will be monitored in years 1,2 and 5 after construction to determine percent cover, survival and the presence of invasive species. Adult salmon spawning will be monitored until 1943 adults have spawned in the channel. 8.0 AGENCY COORDINATION. Coordination was conducted with the following resource agencies and their comments integrated into this document. City of Renton King County Muckleshoot Indian Tribe U.S. Fish and Wildlife Service U.S. Environmental Protection Agency Washington Department of Fish and Wildlife Washington Department of Ecology National Marine Fisheries Service 9.0 ENVIRONMENTAL COMPLIANCE 9.1 NATIONAL ENVIRONMENTAL POLICYACT This project is in full compliance with the National Environmental Policy Act. An Environmental Impact Statement was prepared and signed August 1997. This document is a supplemental Environmental Assessment to that EIS and was coordinated with tribal, state, and federal agencies in order to address mitigation for overdredging that occurred during the original project. 9.2 ENDANGERED SPECIES ACT SECTION 7 CONSULTATION In accordance with Section 7(a)(2) of the Endangered Species Act of 1973, as amended, federally funded, constructed, permitted, or licensed projects must take into consideration impacts to federally listed or proposed threatened or endangered species. A Biological Evaluation was submitted to USFWS and NMFS. The Corps has received a letter of concurrence from the USFWS. A concurrence letter is expected from the NMFS but is still pending. 14 9.3 CLEAN WATER ACT COMPLIANCE A 404(b)(1) evaluation, which demonstrates compliance with the substantive requirements of the CWA is required for work involving discharge of fill material into the waters of the United States. A 404(b)(1) evaluation is being prepared by the US Corps of Engineers Seattle District and a 401 water quality certification is under review with Washington's Department of Ecology. 9.4 COASTAL ZONE MANAGEMENT ACT CONSISTENCY The Corps is in full compliance with the Coastal Zone Management Act. The Coastal Zone Management Act of 1972, as amended, requires Federal agencies to carry out their activities in a manner which is consistent to the maximum extent practicable with the enforceable policies of the approved Washington Coastal Zone Management Program. Shoreline Management Act Consistency The Shoreline Management Act (SMA) is the core of authority of Washington's CZM Program. Under the SMA, local governments have primary administrative responsibility for the SMA. The proposed project is located within the jurisdiction of the City of Renton. A shoreline substantial development permit is required for most work that will "substantially develop" a shoreline of the State of Washington. A permit is granted only when the applicant shows that the proposed work is consistent to the maximum extent practicable with the enforceable policies of the SMA or local shoreline management plan. However, the Department of Ecology retains authority to substitute a state plan for a local regulation when the shoreline is designated a "shoreline of state-wide significance." The local shoreline management plan permits the watershed restoration project in the area in question. A Watershed restoration project is a project developed or sponsored by a State department, a federally recognized Indian Tribe, a city, a county or a conservation district, for which agency and public review has been conducted pursuant to Chapter 43.21C RCW, the State Environmental Policy Act. The watershed restoration project generally contains a general program and implementation measures or actions for the preservation, restoration, re-creation, or enhancement of the natural resources, character, and ecology of a stream, stream segment, drainage area, or watershed. The proposed work is consistent with these uses. It meets all the criteria for the definition of watershed restoration project including the criteria described below: 1. A project that involves less than ten miles of streamreach, in which less than twenty-five cubic yards of sand, gravel, or soil is removed, imported, disturbed or discharged, and in which no existing vegetation is removed except as minimally necessary to facilitate additional plantings. 2. A project for the restoration of an eroded or unstable stream bank that employs the principles of bioengineering, including limited use of rock as a stabilization only at the toe of the bank, and with primary emphasis on using native vegetation to control the erosive forces of flowing water. 3. A project primarily designed to improve fish and wildlife habitat, remove or reduce impediments to migration of fish, or enhance the fishery resource available for use by all of the citizens of the state, provided that nay structure, other than a bridge or culvert or instream habitat enhancement structure associated with the project, is less than two hundred square feet in floor area and is located above the ordinary high water mark of the stream. 15 The Corps is not required under CZMA is not required to obtain a shoreline substantial development permit, however, the local sponsor has received an exemption. Their exemption was based on the following criteria: 1. The project has been approved in writing by the Department of Fish and Wildlife as necessary for the improvement of the habitat or passage and appropriately designed and sited to accomplish the intended purpose. 2. The project has received hydraulic project approval by the Department of fish and Wildlife pursuant to chapter 75.20 RCW. 3. The Development Services Division has determined that the project is consistent with this Master Program. 9.5 HYDRAULIC PERMIT APPROVAL An HPA from the WDFW is not required for federal work that involves construction within state waters, since there has been no waiver of sovereign immunity by the Federal government to require or allow such regulation of Federal agencies by local governments. 9.6 FISH AND WILDLIFE COORDINATION ACT The Fish and Wildlife Coordination Act is complete for this project. The Fish and Wildlife Coordination Act (16 USC 470) requires that wildlife conservation receive equal consideration and be coordinated with other features of water resource development projects. This goal is accomplished through Corps funding of U.S. Fish and Wildlife Service habitat surveys evaluating the likely impacts of proposed actions, which provide the basis for recommendations for avoiding or minimizing such impacts.. 9.7 NATIONAL HISTORIC PRESERVATIONACT The National Historic Preservation Act (16 USC 470) requires that the effects of proposed actions on sites, buildings, structures, or objects included or eligible for the National Register of Historic Places must be identified and evaluated. A record search at the Washington Office of Archaeology and Historic Preservation (OAHP) on March 24, 2000 and a cultural resources reconnaissance survey conducted by a Corps professional archaeologist on March 27, 2000 revealed no recorded or previously unrecorded historic properties within the project area. The proposed alignment runs through an abandoned river channel, recently active during the 1990 flood, that has seen significant disturbance from previous flood control efforts and fish habitat creation projects. Visible sediments within the proposed channel alignment are largely recent fluvial deposits, as evidenced by modern materials located at depth within screened shovel test probes. Underlying older fluvial deposits, at least those not disturbed by prior earthmoving activities, hold a slight potential for buried cultural materials (e.g., fish weir sites). In a letter sent to the Washington State Historic Preservation Officer on April 11, 2000 (concurrence pending), the project archaeologist recommended periodic monitoring during construction to assure that work will cease in the immediate area, and the OAHP and Muckleshoot Tribe will be notified, in the unlikely event buried cultural deposits or features are encountered. 9.8 EXECUTIVE ORDER 12898, ENVIRONMENTAL JUSTICE iR Executive Order 12898 directs every federal agency to identify and address disproportionately high and adverse human health or environmental effects of agency programs and activities on minority and low-income populations. The project does not involve the siting of a facility that will discharge pollutants or contaminants. so no human health effects would occur. The project would not negatively affect property values in the area, or socially stigmatize local residents or businesses in any way. No interference with Muckelshoot treaty rights would result from the proposed project; construction activities would not physically interfere with fishing, nor negatively impact fishery resources. Since no high and adverse effects are anticipated to result from the project, the Corps has determined that no disproportional impacts would occur. 9.9 CLEANAIR ACT The Corps is in full compliance with the Clean Air Act. The Clean Air Act required states to develop plans, called State implementation plans (SIP), for eliminating or reducing the severity and number of violations of National Ambient Air Quality Standards (NAAQS) while achieving expeditious attainment of the NAAQS. The Act also required Federal actions to conform to the appropriate SIP. An action that conforms with a SIP is defined as an action that will not: (1) cause or contribute to any new violation of any standard in any area; (2) increase the frequency or severity of any existing violation of any standard in any area; or (3) delay timely attainment of any standard or any required interim emission reductions or other milestones in any area. The Corps' determination is that emissions associated with this project will not exceed EPA's de minimum threshold levels (100 tons/year for carbon monoxide and 50 tons/year for ozone). 10.0 CONCLUSION Based on the preceding analysis, this project is not a major Federal action significantly affecting the quality of the human or natural environment, and therefore does not require preparation of an environmental impact statement 17 11.0 REFERENCES. Baranski, C. 1989. Coho smolt production in ten Puget Sound streams. Washington Department of Fisheries Technical Report No. 99. Olympia, Washington. Beechie, T., E. Beamer, and L. Wassserman. 1994. Estimating coho salmon rearing habitat and smolt production losses in a large river basin, and implications for habitat restoration. North American Journal of Fisheries Management 14:797-811. Bradford, M.J. 1995. Comparative review of Pacific salmon survival rates. Canadian Journal of Fisheries and Aquatic Sciences 52:1327-1338. Chapman, D.W. 1986. Yield of salmon and steelhead from Coal Creek, formerly a White River tributary: report to the court. Output of anadromous fish per unit area or length from stream in the Pacific Northwest and adult returns (Appendix I). Chapman, D.W. 1981. Pristine production of anadromous salmonids: Green River. Final report to U.S. Department of the Interior Contract POOC 14206454. Bureau of Indian Affairs. Portland, Oregon. City of Seattle. 1998. Draft Cedar River watershed habitat conservation plan for the proposed issuance of a permit to allow incidental take of threatened and endangered Species. Seattle, Washington. December 1998. —500 p. Co-vvan, L. 1991. Physical characteristics and intragravel survival of chum salmon in developed and natural groundwater channels in Washington. Pages 125-131 in J. Colt and R.J. White, editors. Fisheries bioengineering symposium. American Fisheries Society. Bethesda, Maryland. Cramer, S.P., J..Norris, P.R. Mundy, G. Grette, K.P. O'Neal, J.S. Hogle, C. Steward, and P. Bahls. 1999. Status of chinook salmon and their habitat in Puget Sound. Final report prepared for Coalition of Puget Sound Businesses. June 1999. Gresham, Oregon. Fresh, K., and G. Lucchetti. 2000. Protecting and restoring the habitats of anadromous salmonids in the Lake Washington Watershed, an urbanizing ecosystem. Pages 525-545 in E. Knudsen et at., editors. Sustainable fisheries management: Pacific salmon. CRC Press LLC. Boca Raton, Florida. Gibbons, R.G., P.J. Hahn, and T.H. Johnson. 1985. Methodology for determining MSH steelhead spawning requirements. Washington State Game Department, Fisheries Management Division. Publication No. 85-11. February 1985. I:. Koning, C.W., and E.R. Keeley. 1997. Salmonid biostandards for estimating production benefits of fish habitat rehabilitation techniques. Pages 3.1-3.21 in P.A. Slaney and D. Zaldokas, editors. Fish habitat rehabilitation procedures. Watershed Restoration Technical Circular No. 9. Ministry of Environment, Lands and Parks. Vancouver, British Columbia. Lister, D.B., and C.E. Walker. 1966. The effect of flow control on freshwater survival of chum, coho and chinook salmon in the Big Qualicum River. Canadian Fish Culturist 37:3-21. Marshall, D.E., and E.W. Briton. 1990. Carrying capacity of coho salmon streams. Canadian Manuscript Report of Fisheries and Aquatic Sciences Number 2058. Murray, C.B., and M.L. Rosenau. 1989. Rearing juvenile chinook salmon in nonnatal tributaries of the lower Fraser River, British Columbia. Transactions of the American Fisheries Society 118:284-289. (Montgomery) James M. Montgomery Consulting (Montgomery). 1990. Cedar River sockeye project final siting report. Prepared for the Seattle Water Department. September 1990. Seattle, Washington. Puget Sound Air Pollution Control Agency (PSAPCA). 1996. 1995 Air Quality Data Summary for the Counties: King, Kitsap, Pierce, Snohomish. Seattle, WA. Sabo, J.L. 1995. Competition between stream -dwelling cutthroat trout (Oncorhynchus clarki clarki) and coho salmon (O. kisutch): implications for community structure and evolutionary ecology. Master's thesis. University of Washington. Seattle, Washington. 82 p + appendices. Stober, Q.J., and A.H. Hamalainen. 1980. Cedar River sockeye salmon production. Prepared for Washington State Department of Fisheries, Olympia. University of Washington, Fisheries Research Institute FRI-UW-8016. Seattle, Washington. Stober, Q.J., R.E. Narita, and A.H. Hamalainen. 1978. Instream flow and the reproductive efficiency of sockeye salmon. University of Washington Fisheries Research Institute FRI-UW-7808. 19 June 1978. 124 p. Stream Enhancement Research Committee (SERC). 1980. Preliminary review of the predictability of smolt yield for wild stocks of chinook salmon, steelhead trout, and coho salmon. Report of the British Columbia Stream Enhancement Committee Workshop. 17 June 1980. Vancouver, British Columbia. 19 p + appendices. Washington Department of Fish and Wildlife (WDFW) and Western Washington Treaty Indian Tribes. 1994. 1992 Washington State salmon and steelhead stock inventory, Appendix 1: Puget Sound stocks. Olympia, Washington. 371 p M Washington Department of Game (WDG). 1983. Steelhead spawning and escapement objectives and methodology. Olympia, Washington. Wunderlich, R. C., and C. M. Toal. 1992. Potential effects of inundating salmonid tributary habitat due to increased impoundment at Howard Hanson Dam. Prepared by the U.S. Fish and Wildlife Service, Western Washington Fishery Resource Office. June 1992. Olympia, Washington. Zillges, G. 1977. Methodology for determining Puget Sound coho escapement goals, escapement estimates, pre -season run size prediction and in -season run assessment. Washington Department of Fisheries Technical Report No. 28. Olympia, Washington. 20 APPENDIX A PROJECT LOCATION MAPS 4 N 'Y MAP SCALE USGS 7.5 Minute Renton Quadmngl Project Area Location APPENDIX B PROJECT DESCRIPTION ---------------------------------------------- ----------------------------------------------------- EL. M.T7 REA CAP ... , +...Y, ....r ti. ♦ I \ 1 i ♦• NOTES. ,O , •.•• " \k •.• ' \ LEVEE DEYOIIT IrONANO CONSTRUCTION TO TAKE ♦ •', ' i ;l •••%{ 1 PLE AFTER JULIB WXEN RIVER LEVEL IS AT N 171 IBB.IJ9 +. ? 1^v:4+,• AND IS WINDOW IS OPEN. `f Q' •• E 1,314,111 .O+y ',• Mvf^..., "'�'if ^ �' 2. USE STRAW FER BALE AND FILTER FABRItt DTERNNG r f A lAM 06 iRIR ',. `; + Iw,ra VEICIE PLACE JUSTUSCABOVEWATERMLI E. ' • i ' `�l 3. RAG CLEAR EREED CANARY GRASS ONN25' IAPPROX.) •♦ J^ • •.••iv„ ,•••''t ` ''ON EITHER SIDE OF CHANNEL IN EMERGENT WETLAND. ....i -�� IMITf •• - © ; i i i, p ? •'( `• itiv^ 1. 'LEAVE SLOPES AS IS FROM WEIR TO APPROX. STATION ."..'`. •♦. ai -, �....•• 0 X','• B UND COBBLES OBBLE3 THAT LINE BANKS IN RIFFLES TO BE e'-I2- :^ SILT FENCE: .♦-:. . t 09 pOREMOVE LOG WEIR BY CUTTING IN PLACE. LEAVE ROCK AS IS. ' • N T I1 107.795 Af ..a '•'. „! STREAM . ' E 1.3 1,179.072 ''•, "�. .''•• / i •! `^ GRAVEL T BE 5 1' <5X FINES. ,•� ,:'•:::,,,,' E r J CROSSINGTOBE 12R' OF QUARRY SPAILS COVERED CRM59 '8.... ' - ' `"" ""f ■ITMAV' OFF STREAM BED G AVEL. N INO80.018 ' l '. ....: `t''•... i ... 6. R .... ^ ^•`'.. ... EL. 88.5T BANK ARMDRI NO REBAR/CAP CD11S7 TION LIMITS 1 I,... _�.: EMERGENT.WETLAND/ POOL LOCATIONS � � �. '••., f "^��•�� REMOVE REED CANARY .„♦ : s. • •;t:" RIFFLE AREAS SEE DETAI! FOR .r E 1.31e,165M1 _ •` ,.••,,. h'••..;•,�4 ( ! 7f' k k \\57�HANNEL C/1Q; SING. �� .... .: ... LARGE WOODY DEBRIS • �. SILT i N �- ...... fi ,.♦ CRY ` _ \E ISIIOSB .741 ',. •4`. N 1 978. h r;. C R"L�OR'57 . : { E 314201 .82e � � eG�AVE� RvQ ..•'•.Ij; "••••I,T E........., LEVEE BREACH6 7.. REH71R/CAP • _ 7 L 1. 1.1,)OL.�J E%CAVATE.TO � ' •; ,...... 'KEBAB/�M ��:•v� _... EIEV. 60.0' •i 1T3,927.382 .. t., •• \\\ , E•'. 4.222.421 `•. _ C MS3.. e .e... -N 17391T .I e1 �. ... C0115TRI1CTION LIMIT J`•„•- ;,� R-_ I IIB02=.075 CON LI ITS TION _• E. I,7I1 ,lOS .IB7 --- ... , RLEEBB N 173:956-:5TO AR/CAP •� _ ` �� 1 VEf . .. e o • ! ' .... 't 6E ISTING ELEV. • .' % '•: •,. E.f I11.66(.960 ....102 vi �,I "'. ' �j .• i i 1 NI1T7B38.30T •� _ 173920.910'� a T2 • ` ••. E 171MM. I7 ,• / �ElgLL-14446 62— •I r ,♦ \ ��,�••• REBAR/33.` .., ,.. �•-� i : REBAR CA ..FENCE "NI 7 r •• 1 •• s -�' eAl�'i %JIMD HAINLINK _ ••• 4B t,.. ... — ..•. ••• E 1818 2 ..... . 17 yy9988 • �j .. .••.......... .... N e8e e59 '•• .,• ••.• w � � 9 `: . • •r.:2+°'"`• ..• N.• 1T7.670.671 I J 1705 550 •„ • • • �� _ • • C�RSt'�— ,...........•.•• E 1,314,469.015 N 173,852.586 N C�?.i• `tg, .e •• `ram 'CONSTRUCTION LIMITS •. •... ••...•.IN E 1,314 .o5s :. . k .......... ............... "�� N ITI 921 iJ2 CHANNEL BOTTOM MI DTM 10' . •....................................'':.......;,:::.... , t •• •,; •...^ .' 70' N b' SF; i RD)UCID TO SOX OF FULL Y23 U.S. SEATTLE t ARMY ENGINEER DISTRICT, t'� %r •�:; CORPS OF ENGINEERS ... r. I ...................... CEDAR RIVER MITI0A710N i r f :^ ` t wA CHANNEL LAYOUT II i RENTON WASHINGTON w'S ""': x:wr•:u.+'� �`1'fw �:'S�• ' ' DATE AW TIME PLOTIM RI-ANF2oao 107� D �•••yM f-19-1-T-1 OOAMoe �[ .4.,.......... n'•6�5'ikT. ',.1.:"www'C. D[fNM rILG YFMaOM1�bObWFotr.MIMAM�0e00.Cp. .a. 1 OF 0 1 _ = '+ NOTE„AND CLEAR REED CANARY GRASS APPROX. 25' ON E TXER SIDE OF CHANNEL. N _r g � 2. SLOPES ARE 3,1 AND MATCHED 70 EXISTING GRADE o ., ................. ...... .................. O : NOTRE 7. D, 8U7 PLACED LARGE .e.s5 .. .T •: •• ... � i'�r''"• I •"V .. ! .... tvtr'F 0 S . CONNECT NEW CHANNEL. ITN EX ST ING COUNTY • `""++^` 'F f �' "y .. Ir; ...,,,t SLOPE ANDACHANNE PROFILE SEE SHEET S. � FOR LOP L _ '1CNANNEL CRU515 �• ...............•...•. -"' ....-i, •"' ,`L S. STREAM BED GRAVEL TO BE .S-�' Ylx <Sx FINES. E N 17�859 .700 6 y�••'••• +. l+{r~ h I E 131J72A .J52 '•.. T •• ° B To PREVENT EROSIONEBYAFI ONG SNIt M BEEDGE AREAS. .+ ♦, , •. �, • REBAR/CAP •. / ... _..,,, •..., +....r 7. LEAVE SLOPES AS IT FROM LOG WEIR TO STATION ♦ • ¢ ,.! -.. i-- . T9.7N fT/.889.a7 ..., .....::. ``••••��••••'� t+.... �• 12.00. MARK A �� E I,71],T89 • .187 '`-, �.. 9. INFORM CORPS PERSONEL WHEN BENCH WILL BE ALTERED BY CONSTRUCTION. �••• l 9. TOTAL NUMBER OF LARGE WOODY DEBRIS IS 50. '•,04:9•`t. \5 T IFCE ,PO."• ".. .d !r 1. `'•.+•`L••fi • ••.� •.a "�...T95 N 17A,80V 000 ... j 1.... I ® LARGE WOODY DEBRIS TpA •• ... \ E 1,313., 874A97 LOW—"aQONSTRIICTIGNN'L)I, E 9 p313,675.171 ! T9 .... '••. .••r''•+ ` IN ..... ^ EL. 2. :7J9••... �i,,• ........... ... BI2828.9.� EL.. C CAP .; '1'.......N '•..; ••., I,i4•. ,..:F. "` .;. .%.1� • L. 114554.197 .` .................. . JS .•., ,...... • 7 4545.4801 N 1T1501': 07 +''•* t'+�'�,. \ • ••••E I]13";.901 "•" 2 • B \,::,..` O"yr '. CHANPIkCS BOTTOM WIDTH W ` `••.,+ CONSTRUCTION. fMITS \ a•" 1 / ^�• - - 3 4200 - I P ' `r CR. T 372.93. r .. E I J 14037.097 • ERE,BAR%CAP ". r '_ 1 t+ON .,..... • \N 174327.1139 • STRUC LIM • •• T8•., "i"t : •' 3a IV \ 313991 .28 • ••• •• t�,,..,� �. 1 30' REr/CAP ee.50 `•� J NRMS • C \ \ r • IT 0 211.h77 \4 C - jj•77 E 1 •••• • \N 7A239.201 EL. 14121 79 '..,.,;+� :' 6.77 }. FI51 Rmcm uTO 501 OP'u 2A U.S. ARMY ENGINEER DISTRICT, SEATIll REB ••••��' /,. y".:"� .,1 COMPS OF ENOINEERS SE AiiIE w"SHNGTOH i `r,,,j.r \ 1 \ ' % N CEDAR RIVER MITIGATION \ a:� ';•`�:! M 171 198.1.19 •`F • 3i4,142.044: CHANNEL LAYOUT I •• \ ;e•e6• + VE LOG WEIR - E 31 4000 ` \ 1 R[NTpI� NASHIHrGTO ::'C:: "•"':L�"'"'":,`Dw " .:S" DATE AND TIME PLOTTED 21-APR-2000 IN]? .W. -• .�. D + ♦IE 19-I-7•I YOOAPROS I f-i �.� .w.•.- •......-;a=,e�i&'C"r:r Nr 7w DESIGN FILE1 I,/M.INuhel.u.mv.oO'.wl.Ne.aroMe.uO� w, ,� l or v 1 - _-__- SECTION 02230 CLEARING AND GRUBBING 06/97 PART 1 GENERAL 1.1 DEFINITIONS 1.1.1 Clearing Clearing shall consist of the felling, trimming, and cutting of trees into sections and the satisfactory disposal of the trees and other vegetation designated for removal, including down timber, snags, brush, and rubbish occurring in the areas to be cleared. 1.1.2 Grubbing Limited grubbing will be needed on this site. Stumps and roots from native vegetation can remain in the graded areas where they do not interfere with the overall grading of the site. 1.2 SUBMITTALS Government approval is required for submittals with a "GA" designation; submittals having an "FIO" designation are for information only. The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES: SD-18 Records Materials Other Than Salable Timber; [_FIO_]. Written permission to dispose of such products on private property shall be filed with the Contracting Officer. PART 2 PRODUCTS (NOT APPLICABLE) PART 3 EXECUTION 3.1 CLEARING Trees and stumps shall be cleared in a manner such that the root balls and trunks may be used to enhance the environmental structure of the site. Roots, brush, and other vegetation in areas to be cleared shall be cut -off flush with or below the original ground surface, except such trees and vegetation as may be indicated or directed to be left standing. Trees designated to be left standing within the cleared areas shall be trimmed of dead branches 1-1/2 inches or more in diameter and shall be trimmed of all SECTION 02275 1 IMMIX PART GENERAL 1.1 APPLICABLE PUBLICATIONS Publications of issues listed below, but referred to thereafter by basic designation only, form part of this specification to the extent indicated by references thereto. U.S. ARMY CORPS OF ENGINEERS SPECIFICATION (COE) COE CRD-C-107 (1969) Specific Gravity, Absorption and Unit Weight of Coarse Aggregate and Riprap COE CRD-C-148 (1969, Rev C) Method of Testing Stone for Expansive Breakdown on Soaking in Ethylene Glycol. COE CRD-C-114 (1973) Method of Testing for Soundness of Aggregates by Freezing and Thawing of Concrete Specimens. 1.2 SUBMITTALS Government approval is required for submittals with a "GA" designation; submittals having an "FIO" designation are for information only. The following shall be submitted in accordance with Section SUBMITTAL PROCEDURES. Statements Material Sources; FIO Reports. Test Report: FIO Test reports of stone materials as required documenting requirements or supplementing previous data. Records Service Records of Stone Materials; FIO Includes previous test reports. PART 2 PRODUCTS h. No rock shall be placed until rocks have been approved for use. 2.1.1.3 Rock Quality All rock delivered to and incorporated in the project shall meet the following minimum specifications. 1. Specific Gravity (BSSDO (COE CRD-C-107) 2.60 Minimum 2. Absorption (COE CRD-C-107) Not more than 3 percent 3. Accelerated expansion (COE CRD-C-148) Not more than 15 percent breakdown 4. Freezing and Thawing (COE CRD-C-I17-73) Not more than 10 percent loss over 100 cycles 2.1.1.4 Accelerated Expansion (15 Days) The test sample will be tested in accordance with COE CRD-D-148 except as herein specified. Testing procedure for sample size in COE CRD-C-148 shall be modified as follows: "The test sample shall be from 4920 grams to 5050 grams of 2-inch to 1-1/2 inch sized pieces." Test results will be computed by dividing the number of pieces that breakdown by the number of pieces in the original test sample. Failure or breakdown is defined as any piece separating into two or more pieces or losing sufficient surface material to allow it to pass through the 1-1/2 inch sieve. Maximum allowable break down is 15 percent over a period of 15 days. Weight loss based on the original over dry weight shall be recorded. 2.1.1.5 Freezing and Thawing Test sample, consisting of 10 pounds of pieces passing the 2-inch sieve and retained on 1- 1/2-inch sieve will be prepared by jaw crushing or hand chipping with all sharp edges chipped off and only pieces of approximately cubical in shape used. Original dry weight of pieced selected for freeze -thaw test will be computed by .determining moisture content of room —dry rock from representative surplus or undersized pieces. Dry weight of pieces selected for freeze -thaw = weight room dry. Samples will be immersed in water for 24 hours prior to start of test. Sample is placed in a pan approximately 15 by 9-1/2 by 1-1/4 inches and the pan filled to'/4" to %z" depth with water. Sample in pan is subjected to freezing and thawing in freeze -thaw apparatus described in COE CRD-C-I14 at the rate of 12 cycles per day, one cycle consisting of approximately 1 hour in alcohol solution at 0+/- 2 degrees F and 1 our in solution at 40 +/- 2 degrees F. The pan shall be suspended to a depth of/z to 1-inch sieve in alcohol solution and weighed. The percent loss shall be computed based on the original dry weight. Sample will be tested for 100 cycles. At end of 100 cycles, the samples shall be washed, dried,'sieved over the 1-1/2 inch sieve, and weighed. 2.2.2 Rock Gradation a. The rock shall be manipulated sufficiently to secure a regular surface and mass stability, with larger stones in contact with each other, and the voids filled in with smaller material. b. When thickness of the riprap is not indicated on the plans, it shall be at least 36" measured perpendicular to the slope. c. Wen placing rock, care shall be used to avoid disturbing underlying material. Placing in layers parallel to the slope shall not be permitted. Rock shall be carefully placed by hand or machine on the prepared subgrade in such manner as to produce a compact structure corresponding to the lines and grades indicated. d. Rock shall be placed in single layer with dimensions corresponding to the thickness of the section normal to the plane of the slope. e. Rock shall be placed to its full course thickness in one operation and in such a manner as to avoid displacing and damaging the prepared subgrade. The larger stones shall be well distributed and the entire,mass of stones in their final positions shall be roughly graded to conform to the gradations specified. f. The finished riprap shall be free from objectionable pockets of small stones and clusters of larger stones. g. Placing rock by dumping into chutes or by similar methods likely to cause segregation of the various sizes of stones will not be permitted. h. The desired distribution of the various sizes of stones throughout the mass shall be obtained by selective loading of the material at the source, by controlled dumping of successive loads during final placing, or by other method of placement which will produce the specified results. i. Riprap shall not be dropped from a height greater than 1 foot onto subgrade. Rearranging of individual stones by mechanical equipment or by hand will be required to the extent necessary to obtain a reasonably well graded distribution of stone sizes as specified. 3.4 MAINTENANCE The Contractor shall maintain the riprap until accepted, and any material displaced by any cause shall be replaced at his expense to the lines and grades shown on the drawings. SECTION 02921 SEEDING 1 GENERAL 1.1 REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only. AGRICULTURAL MARKETING SERVICE (AMS) AMS-01 (Aug 95) Federal Seed Act Regulations Part 201 AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ASTM C 602 (1995a) Agricultural Liming Materials ASTM D 977 (1991) Emulsified Asphalt ASTM D 2028 (1976; R 1992) Cutback Asphalt (Rapid -Curing Type) ASTM D 4972 (1995a) pH of Soils ASTM D 5268 (1992; R 1996) Topsoil Used for Landscaping Purposes ASTM D 5883 (1996) Standard Guide for Use of Rotary Kiln Produced Expanded Shale, Clay or Slate (ESCS) as a Mineral Amendment in Topsoil Used for Landscaping and Related Purposes 1.2 SUBMITTALS Government approval is required for submittals with a "GA" designation; submittals having an "FIO" designation are for information only. The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES: SD-01 Data Equipment; FIO. Surface Erosion Control Material; FIO. Chemical Treatment Material; FIO. SD-14 Samples Delivered Topsoil; FIO. Samples taken from several locations at the source. Soil Amendments; FIO. Manufacturers literature. Mulch; FIO. Manufacturers literature. SD-18 Records Quantity Check; FIO. Bag count or bulk weight measurements of material used compared with area covered to determine the application rate and quantity installed. Seed Establishment Period; GA. Calendar time period for the seed establishment period. When there is more than one seed establishment period, the boundaries of the seeded area covered for each period shall be described. Maintenance Record; GA. Maintenance work performed, area repaired or reinstalled, diagnosis for unsatisfactory stand of grass plants. 1.3 SOURCE INSPECTION The source of delivered topsoil shall be subject to inspection. 1.4 DELIVERY, INSPECTION, STORAGE, AND HANDLING 1.4.1 Delivery A delivery schedule shall be provided at least 10 calendar days prior to the first day of delivery. 1.4.1.1 Delivered Topsoil Prior to the delivery of any topsoil, its availability shall be verified in paragraph TOPSOIL. A soil test shall be provided for topsoil delivered to the site. 1.4.1.2 Soil Amendments Soil amendments shall be delivered to the site in the original, unopened containers bearing the manufacturer's chemical analysis. In lieu of containers, soil amendments may be furnished in bulk. A chemical analysis shall be provided for bulk deliveries. Festuca Red Fescue 14.2 13.9 (min) rubra Trifolium White Dutch 9.4 9.1 (min) Repens Clover (pre -inoculated) Calamagrotis Blujoint 52.8 52.3 canadensis Bentgrass 2.1.3 Temporary Seed Species Temporary seed species for surface erosion control or overseeding shall be as follows: Botanical Name Agrostis idahoensis Festuca ovina Lolium multiflorum Trifolium incarnatum Common Name Idaho Bentgrass Sheep Fescue Annual Ryegrass Crimson Clover Percent Pure Live Seed 25% 25% 25% 2596 2.1.4 Quality Weed seed shall be a maximum 1 percent by weight of the total mixture. 2.1.5 Seed Mixing The mixing of seed may be done by the seed supplier prior to delivery, or on site as directed. 2.1.6 Substitutions Substitutions will not be allowed without written request and approval from the Contracting Officer. 2.2 TOPSOIL Topsoil shall be as defined in ASTM D 5268. When available, the topsoil shall be the existing surface soil stripped and stockpiled onsite in accordance with Section 02300 EARTHWORK. When additional topsoil is required beyond the available topsoil from the stripping operation, topsoil shall be delivered and amended as recommended by the soil test for the seed specified. Topsoil shall be free from slag, cinders, stones, lumps of soil, sticks, roots, trash or other material over a minimum 1-1/2 inch diameter. Topsoil shall be free from viable plants and plant parts. 3.1.2 Seeding Conditions Seeding operations shall be performed only during periods when beneficial results can be obtained. When drought, excessive moisture, or other unsatisfactory conditions prevail, the work shall be stopped when directed. When special conditions warrant a variance to the seeding operations, proposed alternate times shall be submitted for approval. 3.1.3 Equipment Calibration Immediately prior to the commencement of seeding operations, calibration tests shall be conducted on the equipment to be used. These tests shall confirm that the equipment is operating within the manufacturer's specifications and will meet the specified criteria. The equipment shall be calibrated a minimum of once every day during the operation. The calibration test results shall be provided within 1 week of testing. 3.1.4 Soil Test Delivered topsoil, existing soil in smooth graded areas, and stockpiled topsoil shall be tested in accordance with ASTM D 5268 and ASTM D 4972 for determining the particle size, pH, organic matter content, textural class, chemical analysis, soluble salts analysis, and mechanical analysis. Sample collection on site shall be random over the entire site. Sample collection for stockpiled topsoil shall be at different levels in the stockpile. The soil shall be free from debris, noxious weeds, toxic substances, or other materials harmful to plant growth. The test shall determine the quantities and type of soil amendments required to meet local growing conditions for the seed species specified. 3.2 SITE PREPARATION 3.2.1 Finished Grade and Topsoil The Contractor shall verify that finished grades are as indicated on drawings, and the placing of topsoil, smooth grading, and compaction requirements have been completed in accordance with Section 02300 EARTHWORK, prior to the commencement of the seeding operation. 3.2.2 Tillage Soil on slopes up to a maximum 3-horizontal-to-l-vertical shall be tilled to a minimum 4 inch depth. On slopes between 3-horizontal-to-1-vertical and 1- horizontal-to-1 vertical, the soil shall be tilled to a minimum 2 inch depth by scarifying with heavy rakes, or other method. Rototillers shall be used where soil conditions and lengthof slope permit. on slopes 1-horizontal- to-1 vertical and steeper, no tillage is required. Drainage patterns shall be maintained as indicated on drawings. Areas compacted by construction operations shall be completely pulverized by tillage. Soil used for repair of surface erosion or grade deficiencies shall conform to topsoil requirements. shall be seeded in accordance with temporary seed species listed under Paragraph SEED. 3.3.4.1 Soil Amendments When soil amendments have not been applied to the area, the quantity of 1/2 of the required soil amendments shall be applied and the area tilled in accordance with paragraph SITE PREPARATION. The area shall be watered in accordance with paragraph Watering Seed. 3.3.4.2 Remaining Soil Amendments The remaining soil amendments shall be applied in accordance with the paragraph Tillage when the surface is prepared for installing seed. 3.4 QUANTITY CHECK For materials provided in bags, the empty bags shall be retained for recording the amount used. For materials provided in bulk, the weight certificates shall be retained as a record of the amount used. The amount of material used shall be compared with the total area covered to determine the rate of application used. Differences between the quantity applied and the quantity specified shall be adjusted as directed. 3.5 RESTORATION AND CLEAN UP 3.5.1 Restoration Existing turf areas, pavements, and facilities that have been damaged from the seeding operation shall be restored to original condition at Contractor's expense. 3.5.2 Clean Up Excess and waste material shall be removed from the seeded areas and shall be disposed offsite. Adjacent paved areas shall be cleaned. 3.6 PROTECTION OF INSTALLED AREAS Immediately upon. completion of the seeding operation in an area, the area shall be protected against traffic or other use by erecting barricades and providing signage as required, or as directed. Signage shall be in accordance with Section 10430 EXTERIOR SIGNAGE. 3.7 SEED ESTABLISHMENT PERIOD 3.7.1 Commencement The seed establishment period to obtain a healthy stand of grass plants shall begin on the first day of work under this contract and shall end 3 months after the last day of the seeding operation. Written calendar time period shall be furnished for the seed establishment period. When there is more than 1 seed establishment period, the boundaries of the seeded area covered for each period shall be described. The seed establishment period shall be coordinated with 02930 EXTERIOR PLANTING. The seed establishment period shall be modified for inclement weather, shut down periods, or for separate completion dates of areas. SECTION 02935 EXTERIOR PLANT MATERIAL MAINTENANCE PART 1 GENERAL 1.1 REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) ANSI A300 (1995) Tree Care Operations - Trees, Shrubs and other Woody Plant Maintenance AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ASTM C 602 (1995a) Agricultural Liming Materials ASTM D 4972 (1995a) pH of Soils ASTM D 5883 (1996) Use of Rotary Kiln Produced Expanded Shale, Clay or Slate (ESCS) as a Mineral Amendment in Topsoil Used for Landscaping and Related Purposes 1.2 SUBMITTALS Government approval is required for submittals with a "GA" designation; submittals having an "FIO" designation are for information only. The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES: SD-01 Data SD-08 Statements Work Plan and Schedule; FIC. Contractor's work plan and schedule. Maintenance Record; FIO. Contractor's record of each site visit. Contractor's record o- eac'_ site .visit PART 3 EXECUTION 3.2 SITE PREPARATION 3.3 MULCHING Mulch shall be mixed and applied in accordance with the manufacturer's recommendations. 3.4 WATERING Water to supplement rainfall shall be applied at a rate sufficient to ensure plant growth. Run-off and puddling shall be prevented. Watering trucks shall not be driven over turf areas, unless otherwise directed. Watering of other adjacent areas or plant material shall be prevented. 3.6 GENERAL MAINTENANCE REQUIREMENTS 3.6.3 Irrigation Maintenance The plant material shall be watered as necessary to prevent desiccation and to maintain an adequate supply of moisture within the root zone; the amount of water required shall be 1 inch absorbed water per week. Amount of irrigation watering shall take amounts of rain into account. 3.6.4 Maintenance Record A record of each site visit shall be furnished, describing: a. Maintenance work performed. b. Areas repaired or reinstalled. C. Diagnosis for unsatisfactory stand of grass. d. Diagnosis for unsatisfactory stand of plant material in planting bed. e. Condition of trees. f. Condition of shrubs. g. Quantity and diagnosis of plant loss. h. Irrigation of system. 3.9 PLANTING BEDS MAINTENANCE trimmed to form a symmetrical and tightly knit plant. The form of growth desired shall be indicated. 3.10.2.4 Broadleaf Evergreen Plant Material Broadleaf evergreen plant material height -to -spread ratio shall be maintained. The plant material shall be shaped to be recognized by the trade as typical for the variety grown in the region of the site. 3.10.2.5 Ground Cover and Vine Plant Material Ground cover and vine plant material shall be maintained to have a heavy, well developed, and balanced crown with vigorous, well developed root system. 3.10.2.6 Live Willow Stakes Live stakes shall be prepared from branches of Pacific Willow (Salix lasiandra) and Geyer's Willow (Salix geyeriana) as indicated on the drawings. Live stakes shall have a %-inch to y4-inch basal end diameter and shall be cut into 18 inch lengths. All side branches shall be removed. Plant material for use as live stakes shall be woody plant stem cuttings which shall be taken prior to leaf bud development. The stakes shall be cut flat on the top at an 45 degree angle on the bottom (for easier tampering into the ground and easier identification as to which end goes in the ground). Cuttings shall be prepared so that a terminal bud scar is within 1 to 4 inches of the top of the stake. Live stakes may be obtained from the local county Soil Conservation Service (206) 297-7575. 3.11 SHRUB AND HEDGE MAINTENANCE 3.11.1 Trimming and Pruning Trimming shall be performed to ensure the following: a. Safety. b. Quality (size, height, and shape). c. Health (removing broken, diseased branches). d. Rejuvenation (removing one third to one half of the older stems or branches). e. Visibility (signs, building entrances, motorist line of sight) Shrubs shall be pruned to the requirements of paragraph PLANT MATERIAL QUALITY. Pruning shall be accomplished by trained and experienced personnel in accordance with ANSI A300. The typical growth habit of individual plant material or the theme shape of the hedge shall be retained. Clean cuts shall be made flush with the parent trunk. Improper cuts, stubs, dead and broken branches shall be removed. 3.11.2 Irrigation of Shrubs and Hedges Run-off, puddling and wilting shall be prevented. 3.14 CLEANING OF PAVED AREAS Grass, weeds, leaves, and debris from mowing, clipping, and pruning shall be removed immediately. Excess and waste material shall be removed from paved areas and disposed off site. c SECTION 02300 EARTHWORK PART 1 GENERAL 1.1 REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only. AMERICAN SOCIETY FOR•TESTING AND MATERIALS (ASTM) (1996a) Sieve Analysis of Fine and Coarse ASTM C 136 Aggregates (1963; R 1998) Particle -Size Analysis of ASTM D 422 Soils (1997) Amount of Material in Soils Finer than ASTM D 1140 the No. 200 (75-micrometer) Sieve (1990; R 1996) Density and Unit Weight of ASTM D 1556 Soil in Place by the Sand -Cone Method (1998) Laboratory Compaction Characteristics ASTM D 1557 of Soil Using Modified Effort (56,000 ft- lbf/cu. ft. (2,700 kN-m/cu. m.)) (1994) Density and Unit Weight of Soil in ASTM D 2167 Place by the Rubber Balloon Method (1998) Classification of Soils for ASTM D 2487 Engineering Purposes (Unified Soil Classification System) (1996) Density of Soil and Soil -Aggregate in ASTM D 2922 Place by Nuclear Methods (Shallow Depth) (1994) Density of Soil in Place by the Drive - ASTM D 2937 Cylinder Method (1988; R 199661) Water Content of Soil and ASTM D 3017 Rock in Place by Nuclear Methods (Shallow Depth) (1998) Liquid Limit, Plastic Limit, and ASTM D 4318 Plasticity Index of Soils 1.2 MEASUREMENT k Satisfactory materials for grading shall be comprised of stones less than 8 inches. 1.4.2 Unsatisfactory Materials Materials which do not comply with the requirements for satisfactory materials are unsatisfactory. Unsatisfactory materials also include man- made fills; trash; refuse; backfills from previous construction; and material classified as satisfactory which contains root and other organic matter or frozen material. The Contracting Officer shall be notified of any contaminated materials. 1.4.3 Cohesionless and Cohesive Materials Cohesionless materials include materials classified in ASTM D 2487 as GW, GP, SW, and SP. Cohesive materials include materials classified as GC, SC, ML, CL, MH, and CH. Materials classified as GM and SM will be identified as cohesionless only when the'fines are nonplastic. Testing required for classifying materials shall be in accordance with ASTM D 4318, ASTM C 136, ASTM D 422, and ASTM D 1140. 1.4.4 Degree of Compaction Degree of compaction required is expressed as a percentage of the maximum density obtained by the test procedure presented in ASTM D 1557abbreviated as a percent of laboratory maximum density. 1.4.5 Topsoil Material suitable for topsoils obtained from offsite areas/excavations is defined in planting specifications. 1.5 SUBMITTALS Government approval is required for submittals with a "GA" designation; submittals having an "FIO" designation are for information only. The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES: SD-08 Statements Earthwork; FIO. Procedure and location for disposal of unused satisfactory material. Proposed source of borrow material. SD-09 Reports ` Testing; FIO. Within 24 hours of conclusion of physical tests, 6 copies of test results, including calibration curves and results of calibration tests. SD-13 Certificates Testing; FIO. 3.2 GENERAL EXCAVATION The Contractor shall perform excavation of every type of material encountered within the limits of the project to the lines, grades, and elevations indicated and as specified. Grading shall be in conformity with the typical sections shown and the tolerances specified. Satisfactory excavated materials shall be transported to and placed in fill or embankment within the limits of the work. Unsatisfactory materials encountered within the limits of the work shall be excavated below grade and replaced with satisfactory materials as directed. Such excavated material and the satisfactory material ordered as replacement shall be included in excavation. Surplus satisfactory excavated material not required for fill or embankment shall be disposed of by the contractor at no additional cost to the Government. Unsatisfactory excavated material shall be disposed of in designated waste or spoil areas. During construction, excavation and fill shall be performed in a manner and sequence that will provide proper drainage at all times. Material required for fill or embankment in excess of that produced by excavation within the grading limits shall be excavated from the borrow areas indicated or from other approved areas selected by the Contractor as specified. 3.2.1 Ditches, Gutters, and Channel Changes Excavation of ditches, gutters, and channel changes shall be accomplished by cutting accurately to the cross sections, grades, and elevations shown. Ditches and gutters shall not be excavated below grades shown. Excessive open ditch or gutter excavation shall be backfilled with satisfactory, thoroughly compacted, material or with suitable stone or cobble to grades shown. Material excavated shall be disposed of as shown or as directed, except that in no case shall material be deposited less than 1 meter 4 feet from the edge of a ditch. The Contractor shall maintain excavations free from detrimental quantities of leaves, brush, sticks, trash, and other debris until final acceptance of the work. 3.3 SELECTION OF BORROW MATERIAL Borrow material shall be selected to meet the requirements and conditions of the particular fill or embankment for which it is to be used. Borrow material shall be obtained from approved sources, either private or within the limits of the project site, selected by the Contractor. Unless otherwise provided in the contract, the Contractor shall obtain from the owners the right to procure material, pay royalties and other charges involved, and bear the expense of developing the sources, including rights - of -way for hauling. Unless specifically provided, no borrow shall be obtained within the limits of the project site without prior written approval. Necessary clearing, grubbing, and satisfactory drainage of borrow pits and the disposal of debris thereon shall be considered related operations to the borrow excavation. 3.4 OPENING AND DRAINAGE OF EXCAVATION Except as otherwise permitted, borrow pits and other excavation areas shall be excavated providing adequate drainage. Overburden and other spoil material shall be disposed of as directed. Borrow pits shall be neatly shall be certified by a registered professional civil engineer. These certifications shall state that the tests and observations were performed by or under the direct. supervision of the engineer and that the results are representative of the materials or conditions being certified by the tests. The following number of tests, if performed at the appropriate time, will be the minimum acceptable for each type operation. 3.9.1 Fill and Backfill Material Gradation One test per 500 cubic yards stockpiled or in -place source material. Gradation of fill and backfill material shall be determined in accordance with ASTM C 136. 3.9.2 In -Place Densities a. One test per 2000 square yards, or fraction thereof, of each lift of fill or backfill areas compacted by other than hand -operated machines. b. One test per 2000 square yards, or fraction thereof, of each lift of fill or backfill areas compacted by hand -operated machines. 3.9.3 Moisture Contents In the stockpile, excavation, or borrow areas, a minimum of two tests per day per type of material or source of material being placed during stable weather conditions shall be performed. During unstable weather, tests shall be made as dictated by local conditions and approved by the Contracting Officer. 3.9.4 Optimum Moisture and Laboratory Maximum Density Tests shall be made for each type material or source of material including borrow material to determine the optimum moisture and laboratory maximum density values. One representative test per 2000 cubic yards of fill and backfill, or when any change in material occurs which may affect the optimum moisture content or laboratory maximum density. 3.10 SUBGRADE AND EMBANKMENT PROTECTION During construction, embankments and excavations shall be kept shaped and drained. Ditches and drains along subgrade shall be maintained to drain effectively at all times. The finished subgrade shall not be disturbed by traffic or other operation and shall be protected and maintained by the Contractor in a satisfactory condition until ballast, subbase, base, or pavement is placed. The storage'or stockpiling of materials on the finished subgrade will not be permitted. :u re 4° o WASHINGTON � 4 s t t s 1 r�+� JOINT AQUATIC RESOURCE PERMITS APPLICATION (JARPA) —INSTRUCTIONS— This Joint Application can be used to apply for Hydraulic Project Approvals, Shoreline Management Permits, Approvals for Exceedance of Water Quality Standards, Water Quality Certifications, Coast Guard Bridge Permits, Department of Natural Resources Use Authorization, and Army Corps of Engineers Permits. You must submit readable copies of the completed application form together with detailed drawings, prepared in accordance with the drawing guidance in Appendix A to the appropriate agencies. You do not need to send the example drawings, the instructions, or the Appendices. Remember, depending on the type of project you are proposing, other permits may be required that are not covered by this application. Use the following checklist to determine which permits to apply for. Your project may require some or all of these permits. If you have trouble deciding which permits you need, please contact the appropriate agency for questions. Agency telephone numbers are in Appendix B. IF YOU CHECK ANY BOX UNDER A PERMIT TITLE, THEN YOU MUST APPLY FOR THAT PERMIT. Complete Sections A & C for any of the permits listed below. Also complete Section B for Shoreline and Army Corps of Engineers permits. Detailed drawings are required for any of these permits (see Appendix A for drawing requirements). ♦ Hydraulic Proiect Approval from the Department of Fish and Wildlife under 75.20 RCW is required if your project includes construction or other work, that: ❑ will use, divert, obstruct, or change the natural flow or bed of any fresh or salt water of the state. This includes all construction or other work waterward and over the ordinary high water line, including dry channels, and may include projects landward of the ordinary high water line (e.g., activities outside the ordinary high water line that will directly impact fish life and habitat, falling trees into streams or lakes, etc.). ♦ Shoreline Substantial Development Conditional Use, Variance Permit, or Exemption from Local Government (under the Shoreline Management Act, 90.58 RCW;) required for work or activity in the 100-year floodplain, or within 200 feet of the ordinary high water mark of certain waters; and which includes any one of the following: ❑ dumping; ❑ drilling; ❑ dredging; ❑ filling; ❑ placement or alteration of structures (whether temporary or permanent); or ❑ any activity which substantially interferes with normal public use of the waters regardless of cost. ♦ Floodplain Management permits and/or Critical Areas Ordinances, review by Local Government for: ❑ work in frequently flooded areas, geologically unstable areas, wildlife habitats, aquifer recharge areas, and wetlands. ♦ Section 401 Water Quality Certification from the Department of Ecology under 33 USC § 1341 is needed when a federal approval is required for a project, including the following: ❑ Corps of Engineers Nationwide Permit --Send to Ecology's Environmental Review Section; ❑ FERC hydropower license --Attach FERC exhibit E and send to Ecology's Water Resources Program; and ❑ A Corps of Engineers individual permit --Send only to Corps of Engineers; the Corps will notify Ecology. ♦ Approval to Allow Temporary Exceedance of Water Quality Standards from the Department of Ecology, under 90.48 RCW, if your project results in: ❑ a temporary exceedance of water quality criteria established by WAC 173-201 A for in water work (e.g., changes in turbidity from sediment disturbances and pH changes from concrete curing) — send to Ecology's regional office. NOTE: Application of aquatic herbicides and pesticides are covered by a separate application). ♦ Aquatic Resources Use Authorization Notification from the Department of Natural Resources is required if your project: ❑ is on, crosses, or impacts the bedlands, tidelands or shorelands of a navigable water. H.\DIVISION S\UTILITIES\DOCS\2000-165a. doc Instruction Page 1 of 2 ♦ Section 404 Permit from the Corps of Engineer under 33 USC § 1344 is required if your project includes: ❑ discharge or excavation of dredged or fill material waterward of the ordinary high water mark, or the mean higher high tide line in tidal areas, in waters of the United States, including wetlands; ❑ mechanized land clearing in waters of the United States, including wetlands. ♦ Section 10 Permit from the Corps of Engineer is required for: ❑ any work in or affecting navigable waters of the United States (e.g., floats, piers, docks, dredging, piles, buoys, overhead power lines, etc.). ♦ Section 9 Permit from the Coast Guard is required for: ❑ construction of a new bridge or modification to an existing bridge over a navigable waterway. USEFUL DEFINITIONS The following definitions are presented to help applicants in completing the JARPA. They may not necessarily represent specific language from the laws implemented through JARPA. Ordinary High Water Mark or Line means the visible line on the banks where the presence and action of waters are so common as to leave a mark upon the soil or vegetation: Provided, that in any area where the ordinary high water line cannot be found the ordinary high water line adjoining saltwater shall be the line of mean higher high water and the ordinary high water line adjoining freshwater shall be the elevation of the mean annual flood. Mean Lower Low is the 0.0 tidal elevation, determined by averaging each day's lowest tide at a particular location over a period of 19 years. it is the tidal datum for vertical tidal references in the salt water area. Mean High Water and Mean Higher High Water Tidal Elevations at any specific location can be found in tidal benchmark data compiled by the United States Department of Commerce, Environmental Science Services Administration, Coast and Geodetic Survey, dated January 24. 1979. This information can be obtained from the Corps of Engineers at (206) 764-3495. The determination of tidal elevation is obtained by averaging each day's highest tide at a particular location over a period of 19 years, measured from mean lower low water, which equals 0.0 tidal elevation. Shorelands or shoreland areas means those lands extending landward for two hundred feet in all directions as measured on a horizontal plane from the ordinary high water mark; floodways and contiguous floodplain areas landward two hundred feet from such floodways; and all wetlands and river deltas associated with the streams, lakes, and tidal waters which are subject to the provisions of 90.58 RCW. Shorelines means all water areas of the state, including reservoirs, and their associated wetlands, together with the lands underlying them, except stream segments upstream of the point where mean annual flow is less than 20 cubic feet per second, and lakes less than 20 acres in size. Wetlands means areas that are inundated or saturated by surface water or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas. Bridge means any structure including pipelines and conveyor belts, which transports traffic or materials across a navigable water. H:\DIVISIONS\UTI LIT[ E.S\DOCS\2(X))-I65a. . Instruction Page 2 of 2 AGENCY USE ONLY Agency Reference Other: a JARPA FORM (for use in Washington State) PLEASE TYPE OR PRINT IN BLUE OR BLACK INK Date Received: Based on the preceding checklist, I am sending copies of this application to the following: (check all that apply) ® Local Government for shoreline: ❑ Substantial Development ❑ Conditional Use ❑ Variance ® Exemption: or, if applicable ❑ Floodplain Management ❑ Critical Areas Ordinance ® Washington Department of Fish and Wildlife for HPA ® Washington Department of Ecology for: ❑ Approval to Allow Temporary Exceedance of Water Quality Standards ® 401 Water Quality Certification Nationwide Permits ❑ Washington Department of Natural Resources for: ❑ Aquatic Resources Use Authorization Notification ❑ Corps Engineers for: ❑ Section 404 ❑ Section 10 permit ❑ Coast Guard for: ❑ Section 9 Bridge Permit SECTION A - Use for all permits covered by this application. Be sure to also complete Section C (Signature Block) for all permit applications. 1. APPLICANT City of Renton, Surface Water Utility -POC Gary Schimek MAILING ADDRESS 1055 South Grady Way, Renton, Washington 98055 WORKPHONE HOME PHONE FAX# (425)430-7205 1 (425)430-7241 if an agent is actina for the applicant during the permit process, complete #2. 2. AUTHORIZED AGENT US Army Corps of Engineers POC Dean G. Paron MAILING ADDRESS PO Box 3755, 4735 East Marginal Way South, Seattle, WA 98124-3755 WORKPHONE HOME PHONE FAX# (206) 764-3636 1 1 (206) 764-4470 3. RELATIONSHIP OF APPLICANT TO PROPERTY: ® OWNER ❑ PURCHASER ❑ LESSEE ❑ OTHER: 4. NAME. ADDRESS, AND PHONE NUMBER OF PROPERTY OWNER(S), IF OTHER THAN APPLICANT: 5 LOCATION (STREET ADDRESS. INCLUDING CITY, COUNTY AND ZIP CODE. WHERE PROPOSED ACTIVITY EXISTS OR WILL OCCUR) Ron Regis Park, Hwy 169 Behind Elliot levee on left bank of RM 4.5 (Section 22, Township 23N, Range 5E) Renton, WA WATERBODY TRIBUTARY OF Cedar River Lake Washington 114 SECTION TOWNSHIP RANGE GOVERNMENT LOT SHORELINE DESIGNATION 22 23N 5e ZONING DESIGNATION TAX PARCEL NO.. DNR STREAM TYPE. IF KNOWN H:`.DIVISION. S\t IT[ LIT[ E. S\DOCS\2(xx)-165.Am Application Page 1 of 4 6. DESCRIBE THE CURRENT USE OF THE PROPERTY, AND STRUCTURES EXISTING ON THE PROPERTY. IF ANY PORTION OF THE PROPOSED ACTIVITY IS ALREADY COMPLETED ON THIS PROPERTY. INDICATE MONTH AND YEAR OF COMPLETION. The property is currently owned by the City of Renton Parks Department and is maintained as a "natural" area within Regis Park, available for passive recreation and educational opportunities. Elliot levee is on the site and is maintained by King County. The Elliot Levee represents one of the flood control measures constructed on the Cedar River that disrupts the natural connectivity of the floodplain habitats available to salmonids in the lower river. Constructed near RM 6 in the mid- 1970's, the original design has failed at least twice in the past twenty years, including during the 1990 flood of record. Following the 1990 flood one option was to abandon the levee; however due to concerns over continued future flood damage to Maplewood Golf Course, the City of Renton and King County agreed upon a levee setback project. Construction of the levee set -back project occurred in 1995. The project created a "floodplain" between the face of the set -back levee and the mainstem Cedar River channel. A notch was constructed to allow the Cedar River to overtop the levee and dissipate energy during high flow events. A ground water -fed side channel (Elliot Groundwater Channel) near the downstream end of the Elliot Levee near RM 4 was also constructed in 1995. The Elliot Groundwater Channel (approximately 700-ft-long and 15-ft-wide) was designed to provide additional rearing and spawning habitat to anadromous salmonids inhabiting the lower Cedar River. IS THE PROPERTY AGRICULTURAL LAND? 0 YES 0 NO ARE YOU A USDA PROGRAM PARTICIPANT? 0 YES ®NO 7a. DESCRIBE THE PROPOSED WORK COMPLETE PLANS AND SPECIFICATIONS SHOULD BE PROVIDED FOR ALL WORK WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE INCLUDING TYPES OF EQUIPMENT TO BE USED. IF APPLYING FOR A SHORELINE PERMIT, DESCRIBE ALL WORK WITHIN AND BEYOND 200 FEET OF THE ORDINARY HIGH WATER MARK. ATTACH A SEPARATE SHEET IF ADDITIONAL SPACE IS NEEDED. See attached sheet 7b. DESCRIBE THE PURPOSE OF THE PROPOSED WORK. See attached sheet 7c DESCRIBE THE POTENTIAL IMPACTS TO CHARACTERISTIC USES OF THE WATER BODY THESE USES MAY INCLUDE FISH AND AQUA I IG Lit-t, wA i tK UUALI IT. v . — SUPPLY, RECREATION, and AESTHETICS. IDENTIFY PROPOSED ACTIONS TO AVOID, MINIMIZE, AND MITIGATE DETRIMENTAL IMPACTS. AND PROVIDE PROPER PROTECTION OF FISH AND AQUATIC LIFE See attached sheet Application Page 2 of 4 11:1 DI V I tiION. S\ 11TI1.ITI G. S\DOCS1'_(N>n-165a.Jix PREPARATION OF DRAWINGS: SEE APPENDIX A - SAMPLE DRAWINGS AND CHECKLIST FOR COMPLETING THE DRAWINGS. ONE SET OF ORIGINAL OR GOOD QUALITY REPRODUCIBLE DRAWINGS MUST BE ATTACHED. NOTE. APPLICANTS ARE ENCOURAGED TO SUBMIT PHOTOGRAPHS OF THE PROJECT SITE. BUT THESE DO NOT SUBSTITUTE FOR DRAWINGS THE CORPS OF ENGINEERS AND COAST GUARD REQUIRE DRAWINGS ON 8-112 X 11 INCH SHEETS. LARGER DRAWINGS MAYBE REQUIRED BY OTHER AGENCIES 8 WILL THE PROJECT BE CONSTRUCTED IN STAGESI ❑ YES ONO PROPOSED STARTING DATE. June 16, 2000 ESTIMATED DURATION OF ACTIVITY. 60 Clays, plus planting in October 9 CHECK IF ANY STRUCTURES WILL BE PLACED: ® WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH OR TIDAL WATERS, AND/OR ❑ WATERWARD OF THE MEAN HIGH WATER LINE IN TIDAL WATERS 10. WILL FILL MATERIAL (ROCK, FILL, BULKHEAD, PILINGS OR OTHER MATERIAL) BE PLACED: ❑ WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH WATERS? - IF YES, VOLUME (CUBIC YARDS) /AREA (ACRES ❑ WATERWARD OF THE MEAN HIGHER HIGH WATER FOR TIDAL WATERS? IF YES. VOLUME (CUBIC YARDS) !AREA (ACRES) 11. WILL MATERIAL BE PLACED IN WETLANDS? ® YES ❑ NO IF YES. A IMPACTED AREA IN ACRES. 0.5 B. HAS A DELINEATION BEEN COMPLETED? IF YES, PLEASE SUBMIT V41TH APPLICATION. ❑ YES ONO C HAS A WETLAND REPORT BEEN PREPARED? IF YES, PLEASE SUBMIT WITH APPLICATION. ❑ YES ONO D. TYPE AND COMPOSITION OF FILL MATERIAL (E.G., SAND. ETC.): Clean Gravel and Large Woody Debris E. MATERIAL SOURCE: Commercial F. LIST ALL SOIL SERIES (TYPE OF SOIL) LOCATED AT THE PROJECT SITE, & INDICATE IF THEY ARE ON THE COUNTY'S LIST OF HYDRIC SOILS. SOILS INFORMATION CAN BE OBTAINED FROM THE NATURAL RESOURCES CONSERVATION SERVICE (NRCS): 12. WILL PROPOSED ACTIVITY CAUSE FLOODING OR DRAINING OF WETLANDS? ® YES ❑ NO IF YES, IMPACTED AREA IS 0_5 ACRES 13. WILL EXCAVATION OR DREDGING BE REQUIRED IN WATER OR WETLANDS? ® YES ❑ NO IF YES: A. VOLUME: 350 (CUBIC YARDS)IAREA 0.5 (ACRES) B. COMPOSITION OF MATERIAL TO BE REMOVED: Floodplain soils C. DISPOSAL SITE FOR EXCAVATED MATERIAL: Commercial quarry or Landfill D. METHOD OF DREDGING: Hydraulic excavator, bulldozer 14, LIST OTHER APPLICATIONS, APPROVALS, OR CERTIFICATIONS FROM OTHER FEDERAL, STATE OR LOCAL AGENCIES FOR ANY STRUCTURES, CONSTRUCTION, DISCHARGES, OR OTHER ACTIVITIES DESCRIBED IN THE APPLICATION (I.E., PRELIMINARY PLAT APPROVAL, HEALTH DISTRICT APPROVAL, BUILDING PERMIT, SEPA REVIEW, FERC LICENSE, FOREST PRACTICES APPLICATION, ETC.) ALSO INDICATE WHETHER WORK HAS BEEN COMPLETED AND INDICATE ALL EXISTING WORK ON DRAWINGS. TYPE OF APPROVAL ISSUING AGENCY IDENTIFICATION NO. DATE OF APPLICATION DATE APPROVED COMPLETED? USACE 4ANI/section 10 US Army Corps of Engineers Public Notice dated equivalency evaluation March 14'• 2000 Section 7 consultations USFWS & NMFS February 25, 2000 Coastal Zone Mgmt. Department of Ecology March 16, 2000 National Historic Preservation State Historic Preservation March 31, 2000 Act Section 106 Officer SEPA LEAD AGENCY City of Renton SEPA DECISION: EIS Adoption SEPA DECISION DATE 12/29/97 15. HAS ANY AGENCY DENIED APPROVAL FOR THE ACTIVITY DESCRIBED HEREIN OR FOR ANY ACTIVITY DIRECTLY RELATED TO THE ACTIVITY DESCRIBED HEREIN? ❑ YES ONO IF YES, EXPLAIN: H:`DIVISION.S\IITILITIE.S\DOCS\2(IX)-165a.doc Application Page 3 of 4