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HomeMy WebLinkAboutReport 1Denis Law City Of Mayor — 1�? + June 17, 2013 Department of Community and Economic Development C.E."Chip"Vincent, Administrator Bob Mac Onie City of Renton 1055 S Grady Way Renton, WA 98057 SUBJECT: REQUEST FOR MYLARS AND NOTICE OF LOT LINE ADJUSTMENT APPROVAL Cedar River Lot Line Adjustment,,LUA13-00041.0, LLA Dear Mr. Mac Onie: The City of Renton has finished reviewing your proposed lot line adjustment and is now ready to approve and send the final version for recording. Please submit two sets of original signed rhlays and a check for $15.81 made out to Champion Couriers to my attention at the sixth floor counter of Cit Hall. Please verify that the mylars have been signed by all owners of record and have been notarized with an ink stamp (not embossed). The ink stamp must be legible so that King County will promptly record the lot line adjustment. This. decision to approve the proposed lot line adjustment is subject to a fourteen (14) day appeal period from the date of this letter. Any appeals of the administrative.decision must be filed with the City of Renton Hearing Examiner by 5:00 pm, July 1; 2013. Appeals must be filed in writing together with the. required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and information on the appeal process may be obtained from the City Clerk's Office, (425) 430-6510. If you have further questions regarding this project, please call me at (425)430-7314. Sincerely, Vanessa Dolbee Senior Planner cc: WSDOT / Owner{s} Leslie Betlach - City of Renton /Applicant - Yellow file Renton City Hall 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov 71100DEPARTMENT OF COMMUNITYo"`""� AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: June 13, 2013 T0: Kayren Kittrick, Plan Review FROM: Vanessa Dolbee, CED Planning, x7314 SUBJECT: Cedar River Lot line Adjustment, File No. LUA13-000410, LLA Attached is the most recent version of the above -referenced lot line adjustment. If required improvements have been installed and/or deferred and any other Plan Review concerns have been addressed and you are able to recommend recording of this lot line adjustment, please initial this memo below and return to me as soon as possible. However, if you have outstanding concerns or require additional information in order to recommend recording, please send a written summary at your earliest convenience. Thank you. Plan Review acceptance: M. Yellow File Approval Memos.docx Nalne Date DEPARTMENT OF COMMUNITYCoal 11001 AND ECONOMIC DEVELOPMENT r M E M O R A N D U M DATE: June 13, 2013 TO: Robert Mac Onie, Property Services FROM: Vanessa Dolbee, CED Planning, x7314 SUBJECT: Cedar River Lot Line Adjustment, File No. LUA13-000410, LLA Attached is the most recent version of the above -referenced lot line adjustment. If all Property Services concerns have been addressed and you are now able to recommend recording of the mylar, please initial this memo below and return to me as soon as possible. However, if you have outstanding concerns or require additional information in order to recommend recording, please let me Know. Thank you. Property Services acceptance cc: Yellow File Approval Memos_dou �I Robert T. Mac Onie, Jr. PLS ate ------------ Denis Law f �1 Of; ; i Y rJ r Mayor' f + Department of Community and Economic Development May 1, 2013 Bob Mac Onie City of Renton 1055 S Grady Way Renton, WA 98057 C.E. "Chip" Vincent, Administrator Subject: Notice of Complete Apnlication Cedar River Lot Line Adjustment, LUA13-000410, LLA Dear Mr. Mac Onie: The Planning Division of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. You will be notified if any additional information is required to continue processing your application. Please contact me at (425) 430-7314 if you have any questions. Sincerely, af� Vanessa Dolbee Senior Planner cc: WSDOT / Owner(s) Leslie Betlach -City of Renton / Applicant Renton City Hall 0 1055 South Grady Way 0 Renton, Washington 98057 0 rentonwa.gov Vanessa Dolbee From: Bob MacOnie Sent: Wednesday, April 03, 2013 11:34 AM To: Vanessa Dolbee Subject: Cedar River LLA Existing Parcel Areas: 1723059015 1956180 1723059028 895706 1723059179 386909 1623059078 202599 1623059132 207778 New Parcel Areas: Parcel 1 3201595 Parcel 2 37200 Parcel 3 410377 Me Mapping Coordinator CED/Planning - 6th floor 1055 S Grady Way Renton, WA 98057 425.430.7369 bmaconie@rentonwa.go� 1 City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) NAME: City of Renton & WSDOT ADDRESS: 1055 S Grady Way CITY: Renton, WA zip: 98057 TELEPHONE NUMBER: APPLICANT (if other than owner) NAME: Leslie Betiach COMPANY (if applicable): City of Renton ADDRESS: 1055 S Grady Way Community Services, 6t Floor CITY: Renton, WA ZIP: 98057 TELEPHONE NUMBER: (425) 430-6619 CONTACT PERSON NAME: Bob Mac Onie COMPANY (if applicable): City of Renton ADDRESS: 1055 S Grady Way Technical Services, 6" Floor CITY: Renton, WA ZIP: 98057 TELEPHONE NUMBER AND EMAIL ADDRESS: (425) 430-7369 bmaconie@rentonwa.gov PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: Cedar River Trail Lot Line Adjustment PROJECTIADDRESS(S)ILOCATION AND ZIP CODE: Cedar River Trail & Houser Way S KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 1723059015,1723059028,1723059179, 1623059078 & 1623059132 EXISTING LAND USE(S): City & Regional Park PROPOSED LAND USE(S): Same EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Low Density PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable) EXISTING ZONING: Resource Conservation PROPOSED ZONING (if applicable): SITE AREA (in square feet): Approximately 100 acres SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: NIA SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: NIA PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable) NUMBER OF PROPOSED LOTS (if applicable) NUMBER OF NEW DWELLING UNITS (if applicable): H:\CED\Planning\Technical Services\Projects\Parks\Cedar River Trail "\Master Application.doc - 1 - PROJECT INFORMAL NUMBER OF EXISTING DWELLING UNITS (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): 0109154 -on, fTihL I PROJECT VALUE: NIA - conveyance IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): ❑ AQUIFIER PROTECTION AREA ONE 2,114K sq ft ❑ AQUIFIER PROTECTION AREA TWO 2,136K sq ft ❑ FLOOD HAZARD AREA 41788 sq. ft. ❑ GEOLOGIC HAZARD 4,250K sq. ft. ❑ HABITAT CONSERVATION 495049 sq. ft. ❑ SHORELINE STREAMS & LAKES 520960 sq. ft. ❑ WETLANDS 4 sq. ft. LEGAL DESCRIPTION OF PROPERTY Attach legal description on separate sheet with the following information included SITUATE IN THE SOUTH HALVES OF SECTION 16 & 17 , TOWNSHIP 23 , RANGE 5 , IN THE CfTY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) �YA TrOiA declare under penalty of perjury under the laws of the State of Washington that I am (please check one) the current owner of the property involved in this application or K the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the info mation herewith are in all respects true and correct to the best of my knowledge and belief. Si ature of Ow /Repr sen tive Date Signature of Owner/Representative Date STATE OF WASHINGTON ) ) SS COUNTY OF KING ) certify that I know or have satisfactory evidence thatN ���Qrct.ma'� signed this instrument and acknowledge it to be his/her/their free and voluntary act f. the �J uses and purpose mentioned in the instrument. .. JL l Lc. wi II�GwC Dated �.`4; *�;I� fJ'����►'.� Notary Public in and for the State of Washington Notary (Print): 1 �x 1L1 �(� 1_l , IV t,�i1� ItCln 4t';�► l�il�6 r .� .� �aAy appointment expires: I c 'rh �D rW As H:\CED\Planning\TechnicaI Services\ ProjectslParkslCedar River Trail LLA\Master App Iication.doc -2- C PLANNING DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS „r This requirement may be waived by: ��- 1. Property Services PROJECT NAME: LLA A 2. Public Works Plan Review 3. Building DATE: 2. 7-6 2 4. Planning H:ICEDOata%Forms-Tomplates\Self-Help HandoutsTP anninglwaiverofsubrnittalregs.xls 05M PLANNING DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS This requirement may be waived by: 1 Property Services PROJECT NAME: , LLA 2. Public Works Plan Review 3. Building DATE: 7_ 4. Planning FI:ICEDOatalForms-TemplateslSeif-Help HandoutnNPianninglwaivero`submittalregs.xls 05109 Narrative Cedar River Trail Lot Line Adjustment The Washington State Department of Transportation (WSDOT) is conveying a portion of the former Burlington Northern Railroad Company's railroad right of way to the City of Renton. The right of way lies in the 5 % of Section 17 and the 5W % of Section 15, Township 23 North, Range 5 East, W.M., south of the City River between 1-405 and the railroad bridge crossing the Cedar River just east of the City's Riverview Park. A portion of the City's Cedar River Trail lies within the railroad right of way. The right of way will be combined with several City owned properties adjoining to the south resulting in two parcels. This process is beyond the scope of a simple Lot Combination because WSDOT in conveying only a portion of one of its two underlying parcels thus necessitating a legal subdivision. This will also monument the boundary line between the City and WSDOT portions of the railroad right of way. All of the property at issue is zoned Resource Conservation and falls within the City's Cedar River Natural Area. r Parcel 1 Closure.txt Name: Parcel 1 Description: Combination Parcels A, B & Portion of D End North: 178102.4159' East: 1302793.4552' Segment #1 : Curve Length: 122.918' Radius: 1644.451' Delta: 4.2827 (d) Tangent: 61.487' Chord: 122.889' Course: 567' 52' 19.92"E Course In: 519° 59' 11.25"w Course Out: N24' 16' 08.91"E RP North: 176557.0045' East: 1302231.3851' End North: 178056..1268' East: 1302907.2930' Segment #2 Line Course: N24° 16' 09.82"E Length: 100.000' North: 178147.2891' East: 1302948.3957' segment #3 : Curve Length: 286.796' Radius: 1744.451' Delta: 9.4197 (d) Tangent: 143.722' Chord: 286.473' course: 561' 01' 15.58"E Course in: 524° 16' 08.97"w Course out: N33° 41' 19.88"E RP North: 176557.0046' East: 1302231.3850' End North: 178008.4960' East: 1303199.0016' segment #4 : Line Page 1 Parcel 1 closure.txt course: s56" 18' 40.12"E Length: 2286.040' North: 176740.4694' East: 1305101.1287' Segment #5 curve Length: 653.203' Radius: 1556.680' Delta: 24.0421 (d) Tangent: 331..480' chord: 648.421' course: 568' 19' 55.81"E course In: N33' 41' 19.88"E course Out: 59° 38' 48.50"w RP North: 178035.7237' East: 1305964.5920' End North: 176501.0560' East: 1305703.7326' segment #6 . curve Length: 615.873' Radius: 2405.700' Delta: 14.6681 (d) Tangent: 309.629' chord: 614.193' course: 587' 41' 13.99"E course In: N9' 38' 48.50"E course out: S5" 01' 16.49"E RP North: 178872.7381' East: 1306106.8658' End North: 176476.2705' East: 1306317.4251' Segment #7 . Line course: N84` 58' 19.88"E Length: 260.912' North: 176499.1366' East: 1306577.3332' Segment #8 . curve Page 2 r if Parcel 1 Closure.txt Length: 865.716' Radius: 2914.900' Delta: 17.0167 (d) Tangent: 436.068' Chord: 862.538' Course: S86' 31' 10.12"E Course In: S5' 01' 40.12"E Course Out: N11° 59' 19.88"E RP North: 173595.4523' East: 1306832.7929' End North: 176446.7726' East: 1307438.2801' Segment #9 . Line Course: S78° 00' 40.12"E Length: 627.446' North: 176316.4386' East: 1308052.0403' Segment #10 . Line course: S11" 59' 19.88"W North: 176218.6198' Segment #11 . Line Length: 100.000' East: 1308031.2681' Course: N78' 00' 40.12"W North: 176255.6779' Segment #12 . Line Length: 178.403' East: 1307856.7564' Course: S11° 56' 33.75"W Length: 197.124' North: 176062.8207' East: 1307815.9649' Page 3 14 Parcel 1 closure.txt segment #13 . Line Course: S78" 03' 26.25"E Length: 246.290' North: 176011.8550' East: 1308056.9239' Segment #14 . Line Course: 551° 43' 05.25"E North: 175834.5522' segment #15 . Line Length: 286.189' East: 1308281.5744' Course: N89` 00' 24.25"W North: 175856.3733' segment #16 . Line course: N12° 46' 58.25"W North: 176409.6385' segment #17 . Curve Length: 1258.801' East: 1307022.9625' Length: 567.326' East: 1306897.4379' Length: 153.680' Radius: 2814.900' Delta: 3.1281 (d) Tangent: 76.859' Chord: 153.661' Course: S89' 44' 59.06"W Course In: S1° 18' 49.61"W course out: N1° 48' 51..49"W RP North: 173595.4784' East: 1306832.8985' Page 4 End North: 176408.9673' Segment #18 . Line Parcel 1 Closure.txt East: 1306743.7780' Course: 512' 46' 58.25"E Length: 563.893' North: 175859.0500' East: 1306868.5431' segment #19 . Line Course: N89' 00' 24.25"w Length: 228.998' North: 175863.0197' East: 1306639.5795' segment #20 . Line Course: N6° 20' 36.25"w North: 176399.0009' Segment #21 . Line Length: 539.283' East: 1306579.9956' Course: 584° 58' 19.88"w Length: 200.053' North: 176381.4684' East: 1.306380.7123' Segment #22 Line Course: S6° 20' 36.25"E Length: 518.126' North: 175866.5146' East: 1306437.9586' Page 5 Parcel 1 Closure.txt segment #23 . Line Course: N89° 00' 24.25"w Length: 440.980' North: 175874.1590' East: 1305997.0449' Segment #24 . Line Course: N89" 56' 31.80"w Length: 1459.862' North: 175875.6325' East: 1304537.1836' segment #25 . Line Course: N67° 08' 58.80"w Length: 1290.279' North: 176376.6805' East: 1303348.1627' Segment #26 . Line Course: N1° 15' 28.61"E North: 177265.6892' Segment #27 Line Length: 889.223' East: 1303367.6843' course: N79° 33' 38.39"w Length: 324.280' North: 177324.4469' East: 1303048.7720' Page 6 Parcel 1 Closure.txt Segment #28 . Line Course: N41` 23' 38.39"w Length: 160.000' North: 177444.4757' East: 1302942.9747' Segment #29 : Line Course: N26` 53' 38.39"w Length: 216.000' North: 177637.1142' East: 1302845.2690' segment #30 . Line Course: N8° 39' 38.39"w North: 177993.0479' segment #31 : Line Length: 360.039' East: 1302791.0535' Course: N1° 15' 28.61"E Length: 109.393' North: 178102.4145' East: 1302793.4551' Perimeter: 16107.137' Area: 4222700.27 Sq. Ft. Error Closure: 0.0014 course: 54° 21' 09.72"w Error North: -0.00137 East: -0.00010 Precision 1: 11505097.143 Page 7 Parcel 2 closure.txt Name: Parcel 2 Description: Balance of Parcel D End North: 178266.7781' East: 1302577.4829' Segment #1 _ Curve Length: 390.499' Radius: 1744.451' Delta: 12.8258 (d) Tangent: 196.069' Chord: 389.684' Course: S72' 08' 37.45"E course In: 511° 26' 36.14"W Course out: N24° 16' 08.97"E RP North: 176557.0046' East: 1302231.38501 End North: 178147.2891' East: 1302948.3957' Segment #2 . Line course: 524° 16' 09.82"W length: 100.000' North: 178055.1268' East: 1302907.2929' Segment #3 curve Length: 122.918' Radius: 1644.451' Delta: 4.2827 (d) Tangent: 61.487' Chord: 122.889' Course: N67` 52' 19.92"W Course In: 524" 16' 08.91"W Course out: N19' 59' 11.25"E RP North: 176557.0045' East: 1302231.3850' End North: 178102.4159' East: 1302793.4552' segment #4 . Line Page 1 s Parcel 2 closure.txt Course: N1° 15' 28.61"E Length: 26.375' North: 178128.7845' East: 1302794,0342' Segment #5 Curve Length: 304.026' Radius: 1669.451' Delta: 10.4342 (d) Tangent: 152.435' Chord: 303.606' Course: N75` 31' 16.65"W Course In: 519° 41' 44.93"W Course Out: N9" 15' 41.77"E RP North: 176557.0045' East: 1302231.3850' End North: 178204.6922' East: 1302500.0705' Segment #6 Line Course: N51' 16' 11.72"E Length: 99.234' North: 178266.7782' East: 1302577.4832' Perimeter: 1043.052' area: 34230.56 Sq. Et. Error Closure: 0.0003 Course: N77" 28' 30.76"E Error North: 0.00006 East: 0.00027 Precision 1: 3476840.000 Page 2 AFTER RECORDING RETURN TO: ATTN: REAL ESTATE SERVICES DEPARTMENT OF TRANSPORTATION P.O. BOX 47338 OLYMPIA, WA 98504-7338 Document Title: Quitclaim Deed Reference Number of Related Document: NIA Grantor(s): State of Washington Grantee(s): City of Renton Legal Description: Henry H. Tobin DLC 437, G.L.'S 5, 6 & 9, and SW -SE, SE -SE of Sec. 17 and G.L.'s 3 & 5 of Sec. 16, all in T23N, RSE, W.M. Additional Legal Description is on Pages 1, 2 & 3 of document Assessor's Tax Parcel Number: 1623059132 & Portion of 1723059179 QUITCLAIM DEED SR 405, Renton "S" Curves SR 169, Renton: Maplewood to Jct. SR 405 SR 405, SR 515 Vic. to N.E. 3`d St, Vic. The STATE OF WASHINGTON acting by and through its DEPARTMENT OF TRANSPORTATION, Grantor, for and in consideration of the PAST AND FUTURE MAINTENANCE RESPONSIBILTIES FOR THE LANDS HEREIN DESCRIBED, hereby conveys and quitclaims unto the CITY OF RENTON, a Municipal Corporation, Grantee(s), all right, title, and interest in and to the following described real property situated in King County, State of Washington: Parcel "A" All that portion of Burlington Northern Railroad Company's (formerly Pacific Coast Railroad Company) Renton to Snoquahnie Falls, Washington Branch Line right of way, being of variable widths on each side of said Railroad Company's Main Track centerline, as now located and constructed upon, over, and across that part of the H. H. Tobin Donation Land Claim Number 37, that part of Government Lots 5, 6, and 9, and that part of the Southwest quarter of the Southeast quarter (SW 1/4 SE'/4 ), all in Section 17, Township 23 North, Range 5 East, Willamette RES 411 Page 1 of 5 Pages IC -9 1-17-08393 Revised 1/2011 Meridian, King County, Washington as described in deeds to the State of Washington, Department of Transportation, recorded May 3, 1995 as Instrument No. 9505031111 and May 21, 1993 as Instrument No. 9305212362 and May 27, 1993 as Instrument No. 93 0527215 1, records of King County, Washington described as follows: A strip of land 100 feet wide, being 50 feet on each side of and parallel with the RR line survey of SR 405, Renton "S" Curves, lying between Highway Engineer's Station RR 664+00 on RR line survey of SR 405, Renton "S" Curves and Highway Engineer's Station RR 689+65.31 on said line survey. Westerly and Easterly ends of said strip are lines drawn perpendicular to the line survey. The specific details of which can be found on Sheets 4 and 5 of 5 sheets of that certain map of definite location entitled SR 405, Renton "S" Curves, now of record and on file in the office of the Secretary of Transportation at Olympia, Washington, bearing approval date of October 24, 1988. Parcel "B" That portion of Henry H. Tobin Donation Land Claim No. 37 and the Southeast quarter of the Southeast quarter, Section 17 and Government Lots 3 and 5, Section 16, all in Township 23 North, Range 5 East, W.M. King County as conveyed to the State of Washington Department of Transportation by deeds recorded May 21, 1993 as Instrument No. 9305212362 and May 27, 1993 as Instrument No. 9305272151, Records of King County, Washington described as follows: A strip of land 100 feet wide, being 50 feet on each side of and parallel with the RR line survey of SR 169, Renton: Maplewood to Jct. SR 405; lying between the Easterly line of said Government Lot 5, Section 16, Township 23 North, Range 5 East, W.M. being at Highway Engineer's Station RR 720+10+ of said line survey and Highway Engineer's Station RR 689+65.31 on said line survey. The Westerly end of said strip is a line drawn perpendicular and through Highway Engineer's Station RR 689+65.31. The Easterly end of said strip is extended or shortened to meet the Easterly line of said Government Lot 5. The specific details concerning all of which may be found on sheets 2 and 3 of that certain plan entitled SR 169, Renton: Maplewood to Jct. SR 405, now of record and RES 411 Page 2 of 5 Pages IC# 1-17-08393 Revised 112011 on file in the office of the Secretary of Transportation at Olympia, Washington, bearing date of approval February 18, 1971. SUBJECT to a perpetual non-exclusive easement over, under, along, across and through Parcel "x, to construct, operate, maintain, repair, replace, improve, remove, enlarge and use one or more electric transmission and/or distribution systems, together with all necessary or convenient appurtenances thereto as more specifically set out in deed recorded May 21, 1993 in Instrument No. 9305212362 and all other existing encumbrances, including easements, restrictions and reservations, if any. Subject to all existing encumbrances, including easements, restrictions and reservations, if any. The Grantee(s) herein, on behalf of itself and its heirs, successors or assigns, waives and/or releases Grantor from any past, present, or future claims for damages directly or indirectly caused by highway drainage or runoff, and further Grantee(s), its heirs, successors or assigns, shall have no right of compensation for damages to the property herein conveyed caused directly or indirectly by highway drainage or runoff. The grantee(s) as part consideration herein does hereby agree to comply with all civil rights and anti -discrimination requirements of Chapter 49.60 RCW as to the lands herein described. The lands herein described are not required for State highway purposes and are conveyed pursuant to the provisions of RCW 47.12.063. RES 411 Page 3 of 5 Pages TC# 1-17-08393 Revised 1/2011 Dated at Olympia, Washington, this day of 2012. STATE OF WASHINGTON Paula J. Hammond, P.E_ Secretary of Transportation APPROVED AS TO FORM: 13y - Assistant Attorney General REVIEWED AS TO FORM: City of Renton IM Name: Title: RES 411 Page 4 of S Pages IC# 1-17-08393 Revised 1/2011 STATE OF WASHINGTON) ): ss County of Thurston ) On this day of , 2012, before me personally appeared Paula J. Hammond, P.E., known to me as the Secretary of Transportation, Washington State Department of Transportation, and executed the foregoing instrument, acknowledging said instrument to be the free and voluntary act and deed of the State of Washington, for the uses and purposes therein mentioned, and on oath stated that she was authorized to execute said instrument. Given under my hand and official seal the day and year last above written. Notary (print name) Notary Public in and for the State of Washington, residing at Olympia My Appointment Expires RES 411 Page 5 of 5 Pages IC# 1-17-08393 Revised 112011 -.4ANCE AND INFORMA'.. ,JN SERVICES +s ♦ DEPARTMENT M E M O R A N D U M DATE: TO: Sue Olson, Finance & Information Services Department FROM: }. �cn rot V_-_ SUBJECT: Re: INTERFUND TRANSFER REQUEST Instructions: Please note that failure to provide all digits will result in processing delays. All Signatures and correct documentation must be included. Please prepare the following inter -fund transfer: Department Chareed: Account Number Project, function, task, sub -task Description Amount r 4 1 .4 e- L 3� Total *Charted Department Authorization* APPROVAL SIGNATURE: Printed Name f Date CREDIT: Account Number Project, function, task, sub -task Description Amount . � L-ec Total 11 Reason: �� �� i.� �' �� w+•# � � � `cf... ��ti Note: Documentation to support this transfer request must be attached and all signatures are required_ Cash Transfer FOrm/Financelbh Revised 01/09 RECEIPT EGO0006328 Cttyof Transaction Date: April 04, 2013 BILLING CONTACT City of Renton 1055 S Grady Way Renton, WA 98057 REFERENCE NUMBER FEE NAME TRANSACTION PAYMENT AMOUNT PAID TYPE METHOD LUA13-000410 PLAN - Lot Line Adjustment Fee Payment nteroff ice Account $450.00 ransfer Technology Fee Fee Payment nteroff ice Account $13.50 SUB TOTAL $463.50 TOTAL $463.50 Printed On: 4/4/2013 Prepared By: Vanessa Dolbee Page 1 of 1 CITY OF RENTON LAND USE ACTION NUMBER L UA 13-000410 CITY OF RENTON LAND RECORD NUMBER LND - 30 -- 03 73 OWNERS DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RWC 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. CITY OF RENTON BY: BY: ACKNOWLEDGEMENT DATE-------__....._ DATE STATE OF ______________) ) SS COUNTY OF _____________) CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DECLARATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC TITLE MY APPOINTMENT EXPIRES STATE OF -------------- ss COUNTY OF __________.........,.. _) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DECLARATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC Tl TLE MY APPOINTMENT EXPIRES CITY OF RENTON APPROVAL CITY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT EXAMINED AND APPROVED THIS DAY OF 2012 CITY OF RENTON ADMINISTRATOR DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF 2012 ASSESSOR ACCOUNT NO. DEPUTY ASSESSOR EXISTING LEGAL DESCRIPTIONS: PARCEL A -- KING COUNTY PARCEL NO. 172305-9015, AS PER DOC. NO. 9312011518. PARCEL 1 THAT PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., LYING SOUTHERLY OF THE BURLINGTON NORTHERN RAILROAD RIGHT—OF—WAY, AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NO. 162408; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 17; THENCE NORTHERLY ALONG THE WEST LINE THEREOF A DISTANCE OF 500 FEET; THENCE SOUTHEASTERLY ALONG A LINE TO A POINT ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 17, WHICH POINT LIES 1200 FEET EAST OF, AS MEASURED ALONG THE SOUTH LINE OF SAID SECTION, FROM THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER; THENCE WESTERLY ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 17, A DISTANCE OF 1200 FEET TO THE SOUTHWEST CORNER THEREOF AND THE POINT OF BEGINNING; SITUTATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 2 THAT PORTION GOVERNMENT LOT 5 IN SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., LYING SOUTHERLY OF THE BURLINGTON NORTHERN RAILROAD RIGHT—OF—WAY AS ESTABLISHED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 162408 AND NORTHERLY AND EASTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT OF INTERSECTION OF THE EAST LINE OF SAID SECTION 17, AND THE SOUTHERLY MARGIN OF SAID BURLINGTON NORTHERN RAILROAD RIGHT—OF—WAY; THENCE NORTHWESTERLY ALONG SAID SOUTHERLY MARGIN TO A POINT 1,136.22 FEET NORTH AND 1,239.88 FEET EAST OF THE SOUTH QUARTER CORNER OF SAID SECTION 17 AND THE TRUE POINT OF BEGINNING OF SAID DESCRIBED LINE; THENCE SOUTH 81 DEGREES 24 MINUTES 00 SECONDS WEST 703.61 FEET; THENCE NORTH 56 DEGREES 37 MINUTES 00 SECONDS WEST 624.00 FEET; THENCE NORTH 79 DEGREES 35 MINUTES 00 SECONDS WEST 357.00 FEET TO A POINT 1440.92 FEET NORTH AND 320.13 FEET WEST OF THE SOUTH QUARTER CORNER OF SAID SECTION 17; THENCE NORTH 41 DEGREES 25 MINUTES 00 SECONDS WEST 160.00 FEET; THENCE NORTH 26 DEGREES 35 MINUTES 00 SECONDS WEST 216.00 FEET; THENCE NORTH 08 DEGREES 41 MINUTES 00 SECONDS WEST TO THE SOUTHWESTERLY MARGIN OF SAID RAILROAD RIGHT—OF—WAY AND THE TERMINUS OF SAID DESCRIBED LINE; TOGETHER WITH AN EASEMENT FOR ROADWAY (INGRESS FROM AND EGRESS TO HOUSER WAY) AS DESCRIBED IN EASEMENT RECORDED UNDER RECORDING NO. 2817181; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL B — KING COUNTY PARCEL NO. 172305-9028, AS PER DOC. NO. 9111262590. THAT PORTION OF GOVERNMENT LOT 9 IN SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE PACIFIC COAST RAILROAD COMPANY (FORMERLY COLUMBIA AND PUGET SOUND RAILROAD COMPANY) RIGHT—OF—WAY; EXCEPT ANY PORTION WITHIN THE OPERATING PROPERTIES OR THE EASEMENTS OWNED BY PUGET SOUND POWER & LIGHT COMPANY, BONNEVILLE POWER ADMINISTRATION, OR SEATTLE CITY LIGHT, AS SAID AREAS SHOW CROSS HATCHED ON THE AREA MAPS NUMBERED 1 THROUGH 10, INCLUSIVE, WHICH IS CARRIED AS "EXHIBIT A" IN THE DEED FROM PUGET SOUND POWER & LIGHT COMPANY TO PUGET PROPERTIES, INC., RECORDED UNDER RECORDING NO. 5626312. PARCEL C -- KING COUNTY PARCEL NO.. 162305-9078, AS PER DOC. NO. 9111262590. THAT PORTION OF GOVERNMENT LOTS 3 AND 5 IN SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE PACIFIC COAST RAILROAD COMPANY (FORMER COLUMBIA AND PUGET SOUND` RAILROAD COMPANY) RIGHT—OF—WAY; EXCEPT THAT PORTION LYING EAST OF THE CEDAR RIVER; AND EXCEPT THAT PORTION OF GOVERNMENT -LOT 5'.OF SECTION 26o TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 16; THENCE NORTH 89'00'24" WEST ALONG THE SOUTH LINE OF SAID SECTION 16 A DISTANCE OF 344.62 FEET, MORE OR LESS, TO THE NORTHWESTERLY LINE OF THE CITY OF SEATTLE TRANSMISSION LINE EASEMENT; THENCE SOUTH 52'03'17" WEST ALONG SAID NORTHWESTERLY LINE A DISTANCE OF 15 FEET; THENCE NORTH 51'43'05" WEST A DISTANCE OF 301.75 FEET TO A POINT ON A LINE PARALLEL TO AND 200 FEET DISTANCE, MEASURED AT RIGHT ANGLES TO THE SOUTH LINE OF THE BURLINGTON NORTHERN RAILROAD RIGHT—OF—WAY, SAID POINT BEING DESIGNATED AS POINT "A", THE TRUE POINT OF BEGINNING; THENCE NORTH 78'03'26" WEST PARALLEL TO SAID SOUTH LINE OF THE BURLINGTON NORTHERN RAILROAD RIGHT—OF---WAY, A DISTANCE OF 246.29 FEET; THENCE NORTH 11'56'34" EAST 200 FEET TO THE SOUTH LINE OF ABOVE SAID RIGHT—OF—WAY; THENCE EAST ALONG THE SOUTH LINE OF SAID RIGHT—OF—WAY TO A POINT WHICH BEARS NORTH 32'27'40" WEST AND 279.95 FEET FROM POINT "A" DESCRIBED ABOVE; THENCE SOUTHERLY ALONG SAID BEARING TO THE TRUE POINT OF BEGINNING; ALSO EXCEPT THAT PORTION OF GOVERNMENT LOT 5 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 16; THENCE NORTH 89'00'24" WEST ALONG THE SOUTH LINE OF SAID SECTION 16 A DISTANCE OF 344.62 FEET, MORE OR LESS, TO THE NORTHWEST LINE OF THE CITY OF SEATTLE TRANSMISSION LINE EASEMENT; THENCE SOUTH 52003'17" WEST ALONG SAID NORTHWESTERLY LINE A DISTANCE OF 15.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 51'43'05 WEST A DISTANCE OF 301.75 FEET TO A POINT ON A LINE PARALLEL TO AND 200 FEET DISTANCE, MEASURED AT RIGHT ANGLES TO THE SOUTH LINE OF THE BURLINGTON NORTHERN RAILROAD RIGHT-OF—WAY; THENCE NORTH 32°27'40" WEST A DISTANCE OF 279.95 FEET TO THE SOUTH LINE OF SAID RAILROAD RIGHT—OF—WAY; THENCE SOUTH 78'03'26" EAST ALONG SAID SOUTH LINE TO THE SOUTHWESTERLY SHORELINE OF THE CEDAR RIVER; THENCE SOUTHEASTERLY ALONG SAID SOUTHWESTERLY LINE TO A POINT ON THE NORTHWESTERLY LINE OF THE CITY OF SEATTLE TRANSMISSION LINE EASEMENT; THENCE SOUTH 52003'17" WEST ALONG SAID NORTHWESTERLY LINE TO THE TRUE POINT OF BEGINNING. EXCEPT ANY PORTION WITHIN THE OPERATING PROPERTIES OF THE EASEMENTS OWNED BY PUGET SOUND POWER & LIGHT COMPANY, BONNEVILLE POWER ADMINISTRATION, OR SEATTLE CITY LIGHT, AS SAID AREAS SHOW CROSS HATCHED ON THE AREA MAPS NUMBERS 1 THROUGH 10, INCLUSIVE, WHICH IS CARRIED AS "EXHIBIT A" IN THE DEED FROM PUGET SOUND POWER & LIGHT COMPANY TO PUGET PROPERTIES, INC., RECORDED UNDER RECORDING NUMBER 5626312. C. WAs r4 :r x W 45411 ,I I ST SAL LAW EXISTING LEGAL DESCRIPTIONS: PARCEL D — KING COUNTY PARCEL NO. 172305-9179. PARCEL 1 - _ QUITCLAIM DEED NO. 9305212362 THE BURLINGTON NORTHERN RAILROAD COMPANY RIGHT—OF—WAY, BEING A STRIP OF LAND 100 FEET IN WIDTH LYING WITHIN GOVERNMENT LOTS 5, 6 AND 9, THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, HENRY H. TOBIN DONATION (LAND) CLAIM NO. 37 AND THAT PORTION OF LAND SOUTHERLY OF CEDAR RIVER AS ESTABLISHED BY KING COUNTY SUPERIOR COURT DECREE NO. 90072, EASTERLY OF THE CITY OF RENTON, AS PER PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, THEREIN, NORTHERLY, EASTERLY AND WESTERLY OF SAID CLAIM NO. 37, AND NORTHERLY AND WESTERLY OF SAID GOVERNMENT LOT 5; ALL IN SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION CONVEYED TO SEATTLE—TACOMA INTERURBAN RAILWAY BY AUDITOR'S FILE NO. 243056; AND EXCEPT THE SOUTHERLY ONE HALF OF THE FOLLOWING: THE BURLINGTON NORTHERN RAILROAD COMPANY RIGHT—OF—WAY, BEING A STRIP OF LAND 100 FEET IN WIDTH LYING WITHIN SAID GOVERNMENT LOT 9, OF SAID SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL 2 --.QUITCLAIM DEED NO. 9505031111, ALL THAT PORTION OF BURLINGTON NORTHERN RAILROAD COMPANY'S (FORMER PACIFIC COAST RAILROAD COMPANY) RENTON TO SNOQUALMIE FALLS, WASHINGTON BRANCH LINE RIGHT—OF—WAY, BEING OF VARIABLE WIDTHS ON EACH SIDE OF SAID RAILROAD COMPANY'S MAIN TRACK CENTERLINE, AS NOW LOCATED AND CONSTRUCTED UPON, OVER, AND ACROSS THAT PART OF THE H. H. TOBIN DONATION LAND CLAIM NUMBER 37, THAT PART OF GOVERNMENT LOTS 5, 6 AND 9, AND THAT PART OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER (SW X SE 1A), ALL IN SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEERS STATION (HEREINAFTER REFERRED AS TO HES) LN 255+03.47 ON THE LN LINE SURVEY OF SR 405, RENTON "S" CURVES, AND 202.28 FEET NORTHWESTERLY THEREFROM (SAID POINT EQUALS HES RR 654+64.65 ON THE RR LINE SURVEY OF SAID HIGHWAY AND 36.54 FEET SOUTHEASTERLY THEREFROM); THENCE NORTHEASTERLY TO A POINT OPPOSITE HES RR 656+42 ON SAID RR LINE SURVEY AND 40 FEET SOUTHEASTERLY THEREFROM; THENCE NORTHEASTERLY ALONG THE ARC OF A . 714.86 FOOT RADIUS CURVE TO THE RIGHT A DISTANCE OF 192.83 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF A 2,058.66 FOOT RADIUS CURVE TO THE RIGHT A DISTANCE OF 197.61 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF A 1469.95 FOOT RADIUS CURVE TO THE RIGHT A DISTANCE OF 204.58 FEET TO HES RR 662+57.99 ON SAID RR LINE SURVEY AND 40.58 FEET SOUTHWESTERLY THEREFROM; THENCE SOUTHERLY TO A POINT OPPOSITE HES RR 662+66.35 ON SAID RR LINE SURVEY AND 65.39 FEET SOUTHWESTERLY THEREFROM; THENCE SOUTHEASTERLY ALONG THE ARC OF A 1,444.95 FOOT RADIUS CURE TO THE RIGHT A DISTANCE OF 397.38 FEET TO A POINT OPPOSITE HES RR 666+79.59 ON SAID RR LINE SURVEY AND 50 FEET SOUTHWESTERLY THEREFROM; THENCE SOUTHEASTERLY PARALLEL WITH SAID RR LINE SURVEY TO A POINT OPPOSITE HES RR 689+65.31 THEREON; THENCE NORTHEASTERLY TO A POINT OPPOSITE SAID HES AND 50 FEET NORTHEASTERLY THEREFROM; THENCE NORTHWESTERLY PARALLEL WITH SAID RR LINE SURVEY TO A POINT OPPOSITE HES RR 666+79.59 THEREON; THENCE NORTHWESTERLY ALONG THE ARC OF A 1,544.95 FOOT RADIUS CURVE TO THE LEFT A DISTANCE OF 647.74 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF A 2,133.66 FOOT RADIUS CURVE TO THE LEFT A DISTANCE IF 204.81 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF A 789.86 FOOT RADIUS CURVE TO THE LEFT A DISTANCE OF 119.35 FEET TO A POINT OPPOSITE HES LN 257+65.09 ON SAID LN LINE SURVEY AND 121.04 FEET NORTHWESTERLY THEREFROM (SAID POINT EQUALS HES RR 657+29.45 ON SAID RR LINE SURVEY AND 38.41 FEET NORTHWESTERLY THEREFROM); THENCE WESTERLY TO A POINT OPPOSITE HES LN 257+39.5 ON SAID LN LINE SURVEY AND 143.5 FEET NORTHWESTERLY THEREFROM (SAID POINT EQUALS HES RR 656+97.5 ON SAID RR LINE SURVEY AND 42.94 FEET NORTHERLY THEREFROM); THENCE SOUTHWESTERLY TO A POINT OPPOSITE HES LN 256+58.51 ON SAID LN LINE SURVEY AND 164.18 FEET NORTHWESTERLY THEREFROM (SAID POINT EQUALS HES RR 656+21.55 ON SAID RR LINE SURVEY AND `-8.73 , FEET .NORTHERLY THEREFROM); THENCE SOUTHWESTERLY TO A POINT OPPOSITE HES LN 256+33.01 ON SAID LN LINE SURVEY AND 170.74 FEET NORTHWESTERLY THEREFROM; THENCE SOUTHWESTERLY TO A POINT OPPOSITE HES RR 655+16.82 ON SAID RR LINE SURVEY AND 23.37 FEET SOUTHEASTERLY THEREFROM (SAID POINT EQUALS HES LN 255+54.39 ON SAID LN LINE SURVEY AND 190.95 FEET NORTHWESTERLY THEREFROM); THENCE SOUTHWESTERLY ALONG THE ARC OF A 1,005 FOOT RADIUS CURVE TO THE LEFT A DISTANCE OF 52.20 FEET TO THE POINT OF BEGINNING. THE SPECIFIC DETAILS OF WHICH CAN BE FOUND ON SHEETS 2, 3, 4 AND 5 OF THAT CERTAIN MAP OF DEFINITE LOCAL ENTITLED SR 405, RENTON "S" CURVES NOW OF RECORD AND ON FILE IN THE OFFICE OF THE SECRETARY OF TRANSPORTATION AT OLYMPIA, WASHINGTON, BEARING APPROVAL DATE OF OCTOBER 24, 1988 AND REVISED JULY 23, 1993. PARCEL E — KING COUNTY PARCEL NO. 162305-9132, QUITCLAIM DEED NO. 9305272151. THE BURLINGTON NORTHERN RAILROAD COMPANY RIGHT—OF—WAY, BEING A STRIP OF LAND 100 FEET IN WIDTH LYING WITHIN GOVERNMENT LOTS 3 AND 5, SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; AND THE SOUTHERLY ONE—HALF OF THE FOLLOWING: THE BURLINGTON NORTHERN RAILROAD COMPANY RIGHT—OF—WAY, BEING A STRIP OF LAND 100 FEET IN WIDTH LYING WITHIN GOVERNMENT LOT 9, SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON: ALL OF THE ABOVE SAID RIGHT—OF--WAY HAVING BEEN ESTABLISHED IN SAID SECTIONS 16 AND 17 BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 13022. THE SPECIFIC DETAILS CONCERNING ALL OF WHICH ARE TO BE FOUND IN THOSE CERTAIN MAPS OF DEFINITE LOCATION NOW OF RECORD AND ON FILE IN THE OFFICE OF THE SECRETARY OF TRANSPORTATION AT OLYMPIA, AND BEARING DATE OF APPROVAL FEBRUARY 18, 1971. REVISED NOVEMBER 25, 1992, FOR THE SR 169 MAP; AND DATE OF APPROVAL OCTOBER 24, 1988, REVISED NOVEMBER 25, 1992, FOR THE SR 405 MAP. NOTES: 1. THE PURPOSE OF THIS BOUNDARY LINE ADJUSTMENT IS TO CONSOLIDATE THE EXISTING CITY OF RENTON PARCELS (PARCELS A, B & C OF THIS MAP) WITH THOSE PORTIONS OF THE OLD RAILROAD RIGHT OF WAY (PARCELS D & E OF THIS MAP) WHICH ARE TO BE CONVEYED TO THE CITY. THE RESULT BEING TWO CITY PARCELS (PARCELS 1 & 3 OF THIS MAP). 2. THE RAILROAD ALIGNMENT AND RIGHT OF WAY LINES WERE CALCULATED FROM RECORD DATA AS SHOWN ON THE PACIFIC COAST RAILROAD MAPS (REFERENCE 2, SHT.2). THE ALIGNMENT WAS POSITIONED WITH THE INTENT OF UPHOLDING A COMBINATION OF EXISTING RECORDS, FOUND MONUMENTS AND REMAINING PHYSICAL FEATURES (I.E. BRIDGE) THAT WOULD GIVE INDICATION TO THE ORIGINAL RAILROAD LOCATION. SHEET 1 of 4 CITY OF RENTON LAND USE ACTION NUMBER L UA 13-000410 CITY OF RENTON LAND RECORD NUMBER LND -- 30 - 03'73 SECTION BREAKDOWN & EXISTING CONDITIONS opo, 18 17 S89`4413 "E 4"��op'`- 713.63' - 589'44'55"E - 2652.32' 2650.85' FOUND 6" SQ, CONC MON HIGHWAY ALIGNMENT & R/W ,DtQ,.y�� �, FOUND CASED 6" SQ. GRANITE STONE W/ 3-1/2" BRASS CAP ' '``' W/ 3/8" COPPER PIN MARKED: "CEN" IS 23615 2007" CALCULATED FROM RECORD GJ� .p`�j�,h ��\ DATA AS SHOWN ON ROS AFN 20060424900001 �Djh�1i �' � `0 t° -CEDAR '1? n _PARCEL D (REFERENCE 6) ; ; \� 1 p QUITCLAIM DEED �,:�r=••- •._..� II ,.._..�........ Zi \� h #9305212362 RAILROAD ALIGNMENT & R/W i v 172305-9015 \ - #9505031111 CALCULATED FROM RECORD DATA i rte.._.._„_.•� �.._•,-,._„ -,: 6 AS SHOWN ON PACIFIC COAST /�h N No ^ry� %�� ` �y` _:•_,:_...; �:_._-` z' �\ ��! - _ RAILROAD MAPS (REFERENCE 2) --�� m I G �i� 1 .:_..amNq S)2•� �N �1�41111e 00 cri 172305-9016 ? F ;., 'o _.._.. N -§,349.30, e 000720-0001 o N cry w I f l f l y '"�•••� z� X n _ 90 o} LO PARCEL A 71) - 8 �.._.._. _.:•�.._.._..� �, :�; �` _? 172305--9015 - z o if:• ►ID= NOTES: I „_.._.._.._i I ► i i i 1835.33 ----- S89459'22"E 2662.57' 20., FOUND CASED 4" SQ. CONC MON W/ 1-5/8” BRASS CAP FOUND CASED 3" SQ. CONC MON -1/4 2� LS 9634” W/2-1/2" BRASS CAP BASIS OF BEARINGS: BEARINGS FOR THIS SURVEY DERIVED FROM GPS OBSERVATIONS CONSTRAINED TO CITY OF RENTON CONTROL POINTS 1884 (HAFF), 415 & 2677. DATUM: NAD 83/91 -- WASHINGTON COORDINATE SYSTEM NORTH ZONE. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN 2008 & 2012 UNLESS OTHERWISE INDICATED. THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY IS A 2" GEODIMETER 600 SERIES TOTAL STATION AND A 3" TRIMBLE S6 SERIES TOTAL STATION. THE SECONDARY MEASUREMENT EQUIPMENT IS A TRIMBLE 5700 GPS RECEIVER IN RTK MODE, ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED TO AND ADJUSTED AGAINST A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE. SURVEY ACCURACY MEETS OR EXCEEDS W,A.C, 332-130-090. PARCEL B 172305-9028 t r L J_ -N_,17 1199.82' - 1329.81' _ S89'56'32"E 2659.86' rTr'T.. �. 24 -_ --� i' ► V c,p n n i FOUND 5-1/2" SQ. CONC MON W/ 1/4" COPPER PIN, DOWN 0.5' REFERENCES: LO r•� 0 rn LEGEND SET 11/16"x24" "FENO" ROD 1 W/2" BRASS CAP STAMPED WITH THE FOLLOWING: WITNESSED BY CARSONITE POST. SET AS PART OF THIS SURVEY. PUGET SOUND POWER & LIGHT CO, EASEMENT AS PER ROS AFN 20081124900001 (REFERENCE 1) HELD EDGE OF RIVER AS APPROX. CEDAR RjR 4 OHWL FOR EASTERLY BOUNDARY OF GOVT. LOT 5 PARCEL E HELD P.T. AS PER PLAT OF CEDAR QUITCLAIM DEED RIVER HOME SITES (REFERENCE 4) #9305272151 AS P.T. ON PACIFIC COAST RAILROAD MAPS (REFERENCE 2) _ Q r 62305-913 �1 � � o PARCEL C ' ' •`•- � `'��' 162305-9078 ,7 �..:.� �-�.:��.� j T `\�`i , 162305-9078 r 16 1326.77' 1326.77 _ -`\,16 ,'�..� `S89'00'24" �.�` E VFOUND 1 ! S89' 0'24"E 2653.54' '� �- '' •1 26.7T 6" SQ, GRANITE ' MON W/ 3/8" COPPER ,�- - _ _ _ ` .,,��• PIN IN LEAD (R1) RECORD OF SURVEY MAP RECORDED NOVEMBER 11, 2008, LO AFN 20081124900001, RECORDS OF KING COUNTY, STATE d- OF WASHINGTON. (R2) PACIFIC COAST RAILROAD MAIN LINE RIGHT-OF-WAY AND TRACK MAP, STATION 633+60 TO STATION 739+20, DATED APRIL. 1, 1916 (R3) RECORD OF SURVEY MAP RECORDED JULY 13, 2010, AFN 201 00071 390001 1, RECORDS OF KING COUNTY, STATE OF WASHINGTON. (R4) PLAT OF CEDAR RIVER HOME SITES, RECORDED MARCH 27, 1927, RECORDS OF KING COUNTY, STATE OF WASHINGTON. (R5) W.S.D.O.T. RIGHT-OF-WAY PLAN FOR SR -405, MP 3.39-3.96 "RENTON S --CURVES", SHEETS 4 & 5, APPROVED OCT. 24, 1988, (R6) RECORD OF SURVEY MAP RECORDED APRIL 24, 2006, AFN 20060424900001, RECORDS OF KING COUNTY, STATE OF WASHINGTON. (R7) RECORD OF SURVEY MAP RECORDED OCTOBER 18, 1993, AFN 9310189001, RECORDS OF KING COUNTY, STATE OF WASHINGTON. C. WAs �x�i-� r�Ax¢ LAl`� N88417'08"W 2663,84' LO L0 �\ O FOUND 1/4 CORNER SEC, 21 4" SQ. CONC MON, DOWN 2.4' 21 %c) C) 4 0 r 0 588'38'44"E 1328.60' I i N88'17'08"W 1330,48' G r- I.C) :q 0 cn 587'53'52"E 1332.43' N M SET 11/16 x24" "FEND" ROD W/2" BRASS CAP STAMPED WITH THE FOLLOWING: WITNESSED BY CARSONITE POST. AS PER ROS (REFERENCE 1) UNLESS OTHERWISE STATED. FOUND IRON REBAR AS NOTED. FOUND IRON PIPE AS NOTED. FOUND MONUMENT AS NOTED, PROPOSED LOT LINES ORIGINAL LOT LINES - - - SUBDIVISION LINES - -- CENTER LINES RIGHT-OF-WAY LINES LOT LINES NE CORNER SEC, 21 CALCULATED AS PER ROS AFN 9404199014 2653.54' 1326,77' 2657,20' 1328.60' 2660.96' S87'30'24"E 2668.87' 1330.48' S87'53'52"E 1332.43' 161T1 15 2T 012z FOUND 4" SQ. CONC MON W/ 3" BRASS CAP 00 W/ PUNCH, DOWN 0.5' N co N N of 00 N LO Lu O 00 r O Z N GRAPHIC SCALE N N 600 0 300 600 11 N N 21 W/ 22 28 L] 27 ( IN FEET ) 1 inch - 600 ft. FOUND 5" SQ. CONC MON W/ 1/8" COPPER PIN, DOWN 1.5' SHEET 2 of 4 LO ori d- o FOUND 1/4 CORNER SEC, 21 4" SQ. CONC MON, DOWN 2.4' 21 %c) C) 4 0 r 0 588'38'44"E 1328.60' I i N88'17'08"W 1330,48' G r- I.C) :q 0 cn 587'53'52"E 1332.43' N M SET 11/16 x24" "FEND" ROD W/2" BRASS CAP STAMPED WITH THE FOLLOWING: WITNESSED BY CARSONITE POST. AS PER ROS (REFERENCE 1) UNLESS OTHERWISE STATED. FOUND IRON REBAR AS NOTED. FOUND IRON PIPE AS NOTED. FOUND MONUMENT AS NOTED, PROPOSED LOT LINES ORIGINAL LOT LINES - - - SUBDIVISION LINES - -- CENTER LINES RIGHT-OF-WAY LINES LOT LINES NE CORNER SEC, 21 CALCULATED AS PER ROS AFN 9404199014 2653.54' 1326,77' 2657,20' 1328.60' 2660.96' S87'30'24"E 2668.87' 1330.48' S87'53'52"E 1332.43' 161T1 15 2T 012z FOUND 4" SQ. CONC MON W/ 3" BRASS CAP 00 W/ PUNCH, DOWN 0.5' N co N N of 00 N LO Lu O 00 r O Z N GRAPHIC SCALE N N 600 0 300 600 11 N N 21 W/ 22 28 L] 27 ( IN FEET ) 1 inch - 600 ft. FOUND 5" SQ. CONC MON W/ 1/8" COPPER PIN, DOWN 1.5' SHEET 2 of 4 CITY OF RENTON LAND USE ACTION NUMBER L UA 13-000410 CITY OF RENTON LAND RECORD NUMBER LND — 30 -- 03'73 I t I ADJUSTED PARCELS I FOUND BERNTSEN MON r i ;' ; ', ti % "4509, P.I." PARCEL 3. COMBINATION OF PARCELS C & E 3.39' N59029'30"W E 1 , 1 FOUND 4" SQ. CONC MON W/ 2-1/2" BRASS CAP ; "PUGET POWER" ( 1 ► ► I + t t I , k Lk I 1 1 FOUND 5/8 REBAR/CAP GRAPHIC SCALE 1 ', ►+ +` '1 "BRN LS 19612" ' 100 0 200 zoo + • k ( ) PUGET SOUND POWER & LIGHT IN FEET ', CO, EASEMENT AS PER ROS 1 inch = 200 ft. 00001 I AFN 200811249 , I (REFERENCE 1) rL6 Qp ; t t 1 1 11 H � ' 1 I 1 l { 1 1 Ld t 4 1 I i { V C) t 11 11 1 Z 4 I PARCEL E ' I + I � ,< t �. ,1 \� + 53 QUITCLAIM DEED � 49. 9305212362 � RAILROAD ALIGNMENT & R/W w w 1 t e39 # CALCULATED FROM RECORD DATA I + � + + 1 #9505031111 ( 3 ON PACIFIC COAST F � ` � � � � ` ` � \ AS SHOWN ac RAILROAD MAPS �REFERENCE 2) TOTAL N i + o -: ti` % i \ F` r_ CL L=615.87 _- 00 +, N i i L=865.72' 1 &) °- HELD EDGE OF RIVER AS APPROX. R=2405.70-1 ., � �' t + + � 1 + � r. _4=14'40'05 f + i o o ', 11 R=291490' `' -.� ro\, PROPOSED OHWL FOR EASTERLY BOUNDARY yL 306.26 L-309;61;, o 4.58 20„W �-, 7001' QO 7'17'39” -- A=7 22 26 Sa ? L a T LAVE- OF GOVT. LOT 5, SEC. 16 260.91 cn ' N fo L=153.x8 � -- � _ _ _ � EXISTING s274�� �\ BRIDGE o --- --- —-� opo o L6 R=2814.90' _-�__c; ~�`` ]6 M � co A=3'07'41" EXISTING i - _ 2305— 90 Lo ASPHALT I + "' 8 k I k I k 1 LEGEND ® SET 11/16"x24" "FEND" ROD W/2" BRASS CAP STAMPED WITH THE FOLLOWING: WITNESSED BY CARSONITE POST. SET AS PART OF THIS SURVEY, ® SET 11/16 to k> ►k x24 FEND ROD W/2" BRASS CAP STAMPED WITH THE FOLLOWING: WITNESSED BY CARSONITE POST. AS PER ROS (REFERENCE 1) UNLESS OTHERWISE STATED. • FOUND IRON REBAR AS NOTED. O FOUND IRON PIPE AS NOTED. O FOUND MONUMENT AS NOTED. HELD P.T. AS PER PLAT OF CEDAR RIVER HOME SITES (REFERENCE 4) k AS P.T. ON PACIFIC COAST RAILROAD MAPS (REFERENCE 2) k I 4 r "E �, z TRAIL I 578°0'40nE orw N84!58,20 Cp 1 U., �, ^ z 200.05 ,.� 1 GI NA L 7g. 40.00 U + ` `' s PARCEL C LOT LINE pipLn CD , 1 - U PARCEL C °� W W o 3 0 162305--9078 � � I 162305- 9078 \ N Co.r' ; I 578°3'26"E CD + 246, �n1 CD ; 5 29 CA PARCEL 3 N 1 ti \ A 1+ 17 , 16 r I '9 440.98 201.65 228.83 154.44 1258,80' _..- _-- -- •- 368.67' 2 0 21 i '► k S89°00'24"E 2653.54' k , 1 -i PARCEL C I __ 'CALC'D LOCATION 162305-9078 ly \ - - AS PER REFERENCE 1) ----' 1 -r I FOUND 6" SQ. GRANITE FOUND fikr OCTAGONAL + 1 l , ' MON W/ 3/8" COPPER CONIC MON W/ 2" BRASS i ► i _ \ ' �' PIN IN LEAD CAP AS PER (REFERENCE 1) i` ► ► -' - I rr r .I SURVEYORS CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF THE CITY OF RENTON IN FEBRUARY, 2013 DARRELL C. BEGLEY CERTIFICATE NUMBER 45411 RECORDER'S—AUDITOR'S CERTIFICATE NO. FILED FOR THIS DAY OF 20__ AT M IN SURVEY VOL. AT PAGE AT THE REQUEST OF PACE ENGINEERS, INC. SUPT. OF RECORDS -AUDITOR MGR. --- DEPUTY AUDITOR C WAS��L�� q� AFA%a x� Z 1 �• 45411 IS jONAL LASO PAC E An Engineering Services Company MAP CHK. I REVISIONS: k I I 1 � 1 � FOUND 1/2" REBAR \ & CAP "LS 40016" AS PER (REFERENCE PROPOSED LOT LINES ORIGINAL LOT LINES SUBDIVISION LINES CENTER LINES RIGHT-OF-WAY LINES LOT LINES FOUND CASED 4" CONIC MON W/ 1 1/2" BRASS DISK NO PUNCH, SHOT CENTER FOUND CASED 4" CQNC MON \ \ W/ 2 BRASS DISK W/ PUNCH EXISTING ©� • . ��e�. � � � ASPHALT4 TRAIL �S89°00'24"E X1326.77'\Zz ` h qC Fy \ k FOUND 1/2" IRON PIPE 0 00 i AS PER (REFERENCE 3) -- _ CEDAR RI VER \ ' , �'S•'�., ,' FOUND 1 1/2- IRON PIPE AS PER (REFERENCE 3) FOUND 5/8" REBAR, NO CAP AS PER (REFERENCE 3) SHEET 4 of 4 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 ...................................................... Civil I Structural ! Planning I Survey paceengrs.com LOT LINE ADJUSTMENT L • � CITY OF RENTON PORTIONS OF: SECTIONS 16 & 17, T. 23 N., R. 5 E., W.M. DRAWN BY: SCALE: FIELD BOOK FIELD CREW DATE: PROJECT N0. BD, DB 1"=600' 634C RG/VM 6/4/13 12536-10 CITY CITY Y OF RENTON LAND USE ACTION NUMBER L UA 13-000410 OF RENTON LAND RECORD NUMBER LND — 30 — 0373 S89"44'1 YE 1938,70' —•�J �- �4'J 713.63' �-- 588.94' HIGHWAY ALIGNMENT & R/W ,lb z- ''g.��hh�j,� CALCULATED FROM RECORD ��%�, �10�� qoK DATA AS SHOWN ON ROS4- AFN 20060424900001 (REFERENCE 6) ,, ! t_ o ; R , •S�, ` PARCEL 2 chi d -x2.49, 4s LEGEND SET 11/16 to x24" "FENO" ROD W/2" BRASS CAP STAMPED ADJUSTED PARCELS WITH THE FOLLOWING: WITNESSED BY CARSONITE POST, SET AS PART OF THIS SURVEY. PARCEL 1: COMBINATION OF PARCELS A & B AND EASTERLY PORTION PARCEL D ® SET 11 /16"x24" "FEND" ROD W/2" BRASS CAP STAMPED PARCEL 2: BALANCE OF PARCEL D WITH THE FOLLOWING: WITNESSED BY CARSONITE POST. AS PER ROS (REFERENCE 1) UNLESS OTHERWISE STATED. ��,. 34 \ _ 4\ GRAPHIC SCALE �� ! Cn � `04.POrn rn 03' ` __� � �? 2�' I + . R' 1669A 10.4 , R`I) 86� , ^ `° `o c° Sao 0 200 200 ry o. L 925; N n n� 4� 10 �oX 1 o o , \ IN FEET ) J ,,� �� _•��� h ` ,` I — — _ CEDAR R1 VER 1 inch - 200 ft. / �- --- r f j•N _ .. _ ..A= 4'16'59" R ! , R=1644.45 �� cam• \ L=122.92' ZCO I •CA • FOUND IRON REBAR AS NOTED. 0 FOUND IRON PIPE AS NOTED. FOUND MONUMENT AS NOTED. PROPOSED LOT LINES ORIGINAL LOT LINES SUBDIVISION LINES CENTER LINES RIGHT -OF --WAY LINES LOT LINES PARCEL D r-ot. EXISTING _�`�� QUITCLAIM DEED ` IrkASPHALT #9305212362 TRAIL #9505031111 gl-rol I k] I j d I1 a � l f] ,� � . 172305 9015 I � , 'N. I C:) I 4-1 I BOUNDARY LINE AS OS '60 PER REFERENCE 7 4e & DOC. NO. 9312011518 LO �4 28' to \� �s�' i' . 172305-9016 -..._.�PROPOSEDORIGINAL ti 1 s7 TFIlve T N LOT LINE 534 s.39LOT LINE . Nw �-_--_ N \ O _ BOUNDARY LINE OF \� • GOVT. LOT 5, SEC. 17 :r' �� z I AS PER REFERENCE fi PARCEL A C } 0 � 172305-9015 U C11 - 0i RAILROAD ALIGNMENT & R W 000720-0001 00 / I h S I 00 CALCULATED FROM RECORD DATA m AS SHOWN ON PACIFIC COAST F _ 0 RAILROAD MAPS REFERENCE 2 00 X-7 Kill +--' Z53 2ox ��•6 68, 0�R U -)a TOTAL I'II Cd L=615.87' °Xry R=2405.70'I I I ` a=14'40'05 � PA RCEL 1 41 °� L:�3o�26, C" EXISTING a=7'1 7'3s' FOUND 1/2" REBAR/CAP "DEA 26252" r�j��� !I � �J�1�� r �,� i Ss• r�r. r (01 .I ISI 1 _� ! I I I I I �•. . ------- _----------------------------------------- 7 I S89 56 32 E --- ------------------- __�w��-� �-S89.5922"E-__-1835_33------_-_------- -__-------- ------ --- -== --- -== ------ � / �--- --- --- --- --- 1199.82' ___-_-�---- �-- ---- 2 0 \ %r1,1.19� Fl�JVIr,OJi HLI L r C. WAS ao C� 714mmmr 45411 1ST SAI, UWD ASPHALT— W TRAIL Z � a ORIGINAL LOT LINE FOUND & ACCEPTED i 1/2" REBAR/CAP "DEA 26252"--7 I i3 ......, .h..�.�,:.ez«a . a., ..a .sz_..,.._��s... x.. .6,0. .�Mtiv ,��r. .:. . �i .,.a�:ti.. . pit}..Y_�,1� f tr�;�&tx a._ ,bt. ! .1 .#.1 iPp: .c-0, ;n.. .'�*. :.�.E :. •;a::. ..,. t.= <ro�. :n>..3 �.�:',..� � .� 130.05' I S89°56'32"E I FOUND & ACCEPTED 5/8" REBAR/CAP "ESM LS 11191" 2659.86' F-1 -7 '' 7-\ PARCEL B 172305-9028 0 1329.81' Ar'1 lw .VJv CrI Cp FOUND 6" SQ. GRANITE 16 MON W/ 3/8" COPPER PIN IN LEAD -----\ 17\t) 16 20 LP 21 SHE ET 3 of 4