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HomeMy WebLinkAboutLarge FormatCITY OF RENTON, KING COUNTY, WASHINGTON CITY OF RENTON APPROVAL: KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THlSJth DAY OF fJOV€tmbf.l( 20 )'2.-. CITY OF RENTON DEPARTMENT BONNEVILLE POWER ADMINISTRATION, MAPLE VALLEY SUBSTATION, OF COMMUNITY AND ECONOMIC DEVELOPMENT EXAMINED AND APPROVED THIS (lh.-oAY OF No~ber. 20.12-. LI tr/(~ HLlfC\ ASSESSOR LOT LINE ADJUSTMENT FILE NO: e~/\ r~ CITY OF R~~g:h~ATOR--~ ~-­ DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT mC\'L:~f J:~,,~r ~J DEPUTY ASSESSOR LUA-12-059-LLA ACCOUNT NUMBERS __ ~Q2305-9Q?2 AND 212305-9042 c: 0' u <i' -1 -1 I r~ -T -T o o o o o X « D.. co ./ ;.--: CJ o ./ > if) ./ o <.{ u o o "j- o ./ .' -T -T o o o o o x « D.. co ./ co ./ D. OWNERS' DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER-SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A LOT LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERCSl IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. BONNEVILLE POWER ADMINISTRATION DATE BY: JAY D. CONANT STA TE OF WASHINGTON ) ) SS. COUNTY OF KING ) ON THIS 2 Co '\1A Df, Y OF Octo 'of! C ,2012 BEFORE ME PERSON ALL Y APPEARED J().h :D. Co nOr""-\- TO ME KNOWN 0 BE THE OFFICERS OF THE CORPORATION THAT EXECUTED THE WI ffilN 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 STATE THAT 'n.~ WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF, SAID CORPORATION HAS CAU\S~D THIS INSTRUMENT TO BE EXECUTED BY ITS' PROPER OFFICERS THIS 21, T-DAY OF Oc:!:O\oe v: , 2012. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND FIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. ('~.. J. '~UM,'I'l lA. ~1tW:: AIRPORT WAY S 5 2RD 5T S JRD ST RENTON o ;u (j) 15 \ VICINITY MAP -PROJECT AREk TIFFANY PARK NARRATIVE: THIS SURVEY WAS COMFJLETED FOR THE PURPOSE OF ADJUSTING THE BOUNDARY BETWEEN KING coUNTY TAX PARCEL NOS 202305-9062 AND 212305-9042 AND TO SET TilE EXTERIOR BOUNDARY CORNERS OF THE ADJUSTED PARCELS. THE SOUTHWESTERLY BOUNDARY OF PARCEL 'A' DESCRIBED AS THE EASTERL Y BOUNDARY OF TH[ CITY OF SEATTLE'S CEDAR RIVER PIPELINE RIGHT OF WAY WAS CALCULATED PER RECORD GEOMETRY AS DESCRIBED IN THE STATE OF WASHINGTON SUPERIOR COURT PETITION NO. 31510 PAGE 7. THE RECORD DISTANCE OF 297.27 FEET FROM THE 114 CORNER COMMON TO SECTION 20 AND 21 ALONG SAID NORTH-SOUTH SECTION LINE WAS HELD PER MAP NO 1-10-60 RECORDS OF THE CITY OF SEATTLE. ALSO HELD WERE THE CONCRETE MONUMENTS FOUND AT THE PC'S AND PI'S ON THE RIGHT OF WAY MARGIN. THE ACTUAL CONCRETE MONUMENTS WERE FOUND 2' EASTERL Y OF THE 4"X4" YELLOW WITNESS POSTS. THE SOUTHEASTERLY BOUNDf'JIY OF PARCEL 'A' AND 'B' WAS CALCULATED PER DEED FILED IN THE RECORDS OF KING COUNTY UNDER RECORDING NUMBER 6438307. SAID DEED CALLS TO BE PARAI_I_EL WITH AND 30 FEET NORTHWESTERL Y OF THE CEI'l fERLINE OF THE BPA ENTRANCE ROAD AS SHOWN ON BPA DRAWING NO.181-11-340-D1. THE CENTERLINE OF THE ENTRANCE ROAD WAS CALCULATED FROM FOUND MONUMENfS ON THE N-S BASELINE AND E-W BASELINE ALSO SHOWN ON BPA DRAWING NO. 181-11-340-01. THE CALCULATED CENTERLINE AGREES WELL WITH THE FENCES, EDGE OF PAVEMENT AND CRACK IN THE ASPHALT ALONG THE ASBUIL T CENTERLINE OF THE ACCESS ROAD. HIERE ARE LARGE DISCREPANCIES BETWEE~~ THE THREE PI MONUMENTS IN ROYAL HILLS DR SE FOUND NORTHEASTERLY OF TilE SUBSTATION ENTRANCE AHD THE BOUNDARY DESCRIBED PER DEED. THE PC AND PT MONUMENTS IN ROYAL HILLS DR SE SOUTHWESTERL Y OF THE SUBS fATION ENTRANCE AGREE WITH THE CENTERIJNE GEOMETRY OF THE BPA ACCESS ROAD, BUT WHEN THE FOUND PC AND PT MONS ARE HELD AND THE ACCESS ROAD IS CALCULATED BACK FROM STATION 5+93.77 PC ','0 0·00 TfIE CENTERLINE ACCESS ROAD WOULD DISAGREE WITH OCCUPATION BY APPROXIMATELY 4'. THERE ARE LARGE DISCREPANCIES BETWEEN THE BOUNDARY DESCRIBED PER DEED AND THE FOUND MOHUMENTS IN ROY AI HILLS DRIVE ALONG THE ENTIRE SOUTHEASTERL Y BOUNDARY. THE DEED WAS HELD IN THE RESOLUTION OF THE SOUTHEASTEf~L Y BOUNDAF~Y RATHER THAN THE MONUMENTS IN ROYAL HILLS DR SE BECAUSE WHEN THE DEED WAS CREATED THERE WERE NO MONUMENTS IN ROYAL HILLS DR SE, IT COULD NOT BE DETERMINED HOW AND BY WHOM THE MONUMC! IS WERE SET, tlND WHEN THEY AR HELD ACTUAL OCCUPATION DOES ~:{jT FIT. SURVEY NOTES: 1) BASIS OF BEARINGS: BEARlr~GS AND COORDINATES SHOWN HERON ARE BASED ON THE WASHINGTON Sf ATE PLANE COORDINATE SYSTEM, NAD 83/07 ADJUSTMENT, NORTH ZONE, DErIIVED FROM GPS MEASUREMENTS UTILIZING THE WASHINGTON STATE REFEHENCE NETWORK. THE LINE FROM THE EAST QUARTER CORNER TO THE NOI'<THEAST CORNER OF SECTION 20 BEARS NORTH 01° 41'28" EAST. 2) DISTANCES: SHOWN Af~E US FEET GROUND DISTANCES. TO OBTAIN WASHINGTON STATE PLANE GF~ID DISTANCES, MULTIPLY GROUND DISTANCES BY THE COMBINED SCALE F !,CTOR OF 0.999941730. 3) METHODOLOGY: FIELD MEASUREMENTS FOR THIS SURVEY WERE PERFORMED USING A LEICA TCRP 1201 TOT Al_ STATION AND LEICA 1200 GPS RECEIVER MAINTAINED IN CO~~FORMANCE WITH ACCEPTED SURVEY PROCEDURES AND IN CONFORMANCE WITH STATE STANDARDS AS SPECIFIED BY WAC-332-130-090. FILED SURVEY DATA WAS PROCESSED USING LlSCAD V9.0 SOFTWARE. 4) MONUMENT ATION VISITATIG~I: ALL SURVEY MONUMENTS AND OTHER SURVEY MARKERS SHOWN fI[f<EON WERE FIELD VISITED BETWEEN MAY AND JUL Y OF 2012, UNLESS OTHERWISE NOTED. 5) INSTRUMENT CALIBRATION: ,'\LL MEASURING INSTRUMENTS UTILIZED DURING THE COURSE OF THIS SURVn HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUF ACTURCR'S SPECIFICATIONS . 6) LAHD DESCRIPTION AND ENCUMBRANCES: SHOWN BASED ON TITLE REPORT, PER TICOR TITL.E COMPANY, ORDER NUMBER 6491552-1, DATED APRIL 13,2012, AND SUPPLEMENTAL REPORT NO.1, DATED MAY 23,2012. CITY OF RENTON LAND RECORD NO:J:1i9~30~0370 CONFORMED COpy 20121107900007 RENTON CITY CL BLAM 143 00 PAGE-001 OF 002 . 11/07/2012 15:48 MANAGER SUPT. OF F~ECORDS SURVEYOR'S CERTIFICATE: THIS LOT LINE ADJUSTMENT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE, COUNTY AND CITY STATUTES AND ORDINANCES IN MAY, 2012. A~'f-J~ . lofizlzt>'z- SEAN M. DOUTHETT, P.L.S.-NO. 36796 --~'1A{t-- DAVID EVANS AND ASSOCIATES INC. 3700 Pacific Hwy. East, Suite 311 Tacoma Washington 98424 Phone: 253.922.9780 RECORDING NO. VOL.lPAGE PORTIONS OF NE 11 4 AND SE 114 OF SECTION 20, AND THE NW 114 AND SW 1/4 OF SECTION 21, TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN ORIGINAL LEGAL DESCRIPTIONS: PARCEL A (KING COUNTY TAX PARCEL NO. 202305-9062. A TRACT OF LAND IN THE EAST HALF OF THE NORTHEAST QUARTER AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE EAST LINE OF SAID SECTION 20, SAID POINT BEING SOUTH 01041'40" WEST A DISTANCE OF 1082.9 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 20; THENCE SOUTH 71 0 05'30" WEST A DISTANCE OF 1339.7 FEET TO THE EASTERL Y BOUNDARY LINE OF THE CITY OF SEATTLE'S 66 FOOT RIGHT OF WAY FOR THE CEDAR RIVER PIPELINE; THENCE SOUTHEASTERLY ALONG SAID RIGHT OF WAY A DISTANCE OF 1791.:<: FEET, MORE OR LESS, TO THE EAST LINE OF SAID SECTION 20; THENCE NORTHERLY ALONG THE EAST LINE OF SAID SECTION 20 TO THE POINT OF BEGINNING. EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON UNDER RECORDING NUMBER 6438307, AND UNDER DEED RECORDED UNDER VOL. 4047 OF DEEDS PAGE 445 AND TO KING COUNTY UNDER INSTRUMENT RECORDED UNDER RECORDING NUMBER 5230724. CONTAINING APPROXIMATELY 25.55 ACRES. PARCEL B (KING COUNTY TAX PARCEL NO. 212305-9042' A TRACT OF LAND IN THE WEST HALF OF THE NORTHWEST QUARTER AND THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHING fON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 1265.4 FEET SOUTH OF THE NORTHWEST CORNER; THENCE SOUTH 34 0 54'30" EAST 977.8 FEET; THENCE SOUTH 42 0 05'30" WEST 823 FEET; THENCE SOUTH 01 0 50'30" WEST 158.3 FEET, TO THE EASTERLY BOUNDARY OF THE CITY OF SEATTLE PIPELINE RIGHT OF WAY; THENCE NORTH 41° 51'50" WEST 72.3 FEET TO THE WEST LINE OF SAID SECTION; THENCE NORTH ALONG THE WEST LINE TO THE POINT OF BEGINNING. EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON FOR ROAD UNDER RECORDING NUMBER 6438307, AND TO KING COUNTY UNDER RECORDING NUMBER 5230727. CONTAINING APPROXIMATELY 7.27 ACRES. LOT LINE ADJUSTMEAIT FOR BONNEVILLE POWER ADMINISTRA TION MAPLE VALLEY SUBSTATION (TRACT ID: MPL V-SS) e: 1 IN. = 1150 FT. 2 c CJ) <.J <i --' --' I '" '" q- o o o o o x <{ 0.. co / Z CJ o / > (J) / o <C. o o o q- o / '" q- v o o o o o x <{ 0.. co / co / 0.. ° 17 ~ S 89° 56'32" E 2659.83' 2659.86'(R8) FD 2" BRASS CAP STAMPED "T23N R5E - 1/4 17/20 LS 9364" CITY OF RENTON SURVEY CONTROL NO. 415 75 SCALE IN FEET 1" = 150' UNPLATTED UNPLATTED TAX PARCEL: 202305-9001 OWNER: PUGET SOUND ENERGY TAX PARCEL: 202305-9066 OWNER: PUGET SOUND ENERGY POINT OF BEGINNING ORIGINAL PARCEL A FD 3-112" BRASS CAP W IPUNCH STAMPED "BONNEVILLE POWER ADMINISTRATION" FLUSH WITH SURF ACE N 174791.89 E 1305965.12 (SEE SURVEY NOTE 1) \ TRANSITION LINE EASEMENT PER AFN 5178076, PARTIAL RELEASE AFN 9112160646 NEW PARCEL 1 (20.74 ACRES) 2500B SE ROY AL HILLS DR 6 FD 6"XG" CONC. MON BRASS f'IN IN LEAD N 175874.31 '~1E 1305997.08 WITH (SEE SURVEY NOTE 1) MAPLE FD 2" BRASS CAP STAMPED "RENTON PArlK DOUNDARY PACE INC 32429" UNPLATTED TAX PARCEL: 202305-9003 OWNER: CITY OF RENTON ~--POINT OF BEGINNING ORIGINAL PARCEL B FD BPA ALUMINUM CAP STAMPED "PROP COR" WITH PUNCH, 0.4' DOWN ORIGINAL PARCEL B NEW PARCEL (20.74 BACK OF-- SIDEWALK FACE OF CURB I I I RECORD OF SURVEY FOR VALLEY SUBSTATION -LOT LINE FOR BONNEVILLE POWER ADMINISTRATION SITUATED IN THE NE 1/4 AND SE 1/4 OF SECTION 20, AND THE NW 1/4 AND SW 1/4 OF SECTION 21, TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON LINE TABLE: LINE Ll L2 L3 L4 L5 L6 L7 L8 , \ \ ______ -//'1' I / / \ \ I I S~EWALK ENCR6ACHMENT DET AIL 1 / BEARING S 34'54'42" E S 55'05'18" W S 15'05'18" W S 45'05'IS" W S 01'50'IS" W N 41'52'02" W S 01'50'29" W S 01'50' 29" W DISTANCE 115.00'(R2) 98.50'(R2) 13.25', 13.00'(R2) 279.12' 158.30' 72.25' 297.27'(R3) CURVE TABLE: CURVE Cl C2 C3 C4 C5 C6 C7 DELTA 40'00'00" 30'00'00" 44'09'48" 01'23'30" 18'24'48" 43'00'00" 80'00'00" RADIUS 33000'(R2) 270.00'(R2) 348.31 ' 1399.70' 242.57' 182.57' LENGTH 230.38'(R2) 141.37'(R2) :('68.48' 180.57', 180.6(R) n.96' 137.02' 210.53' 2650.05', 2649,8'(R), 2650.29'(Rl0) CS 43'15'00" 150.78' 318.31' 240.28' REFERENCES: (R) (Rl) (R2) (R3) (R4) (R5) (R6) (R7) (R8) (R9) MAPLE VALLEY SUBSTATION MAP BONNEVILLE I"OWER ADMINISTRATION MAP SER. 103350 DWG 181-11-::HO-Dl AUDITOR FILE NUMBER (AFN) 5178076 DEED AFN 6438307 DEED CITY OF SEATTLE MAP 371 SEC 21 T23N R5E CITY OF SEATTLE DEPARTMENT OF ENGINEERING CEDAR RIVER PIPELINE NO 1 RELINE SHEET 3 OF 16 APPROVED 6/6/80. CITY OF SEATTLE ENGINEERING NOTES SED 591-Q DATED 10/12/81, ALSO 12/21/65, PAGES 74 AND 75, SUPERIOR COURT OF WASHINGTON 204595 PAGE 7. PETITION NO. 31510, o If) NOTE: MONUMENTS IN ROYAL HILLS DR SE WERE NOT HELD. SEE NARRATIVE ON SHEET 1 FOR EXPLANATION. (RIO> ROS AFN 20020110603900003 ROS AFN 20081124900001 ROS AFN 20060424900001 ROS AFN 20011212900014 29 If) FD 6" CONC MON WITH 1/4" BRASS PIN, 3.0' DOWN, 4"X4" CONC. WITNESS POST 2'NORTHWESTERLY EDGE OF PAVEMENT (TYP) FD 6" CONC MON WITH 1/4" BRASS PIN, 1.0' DOWN, 4"X4" CONC. WITNESS POST 2'NORTHWESTERLY FD 6" CONC MON WITH 114" BRASS PIN, DOWN 2.0', 4"X4" CONC. WITNESS POST 2'NORTHWESTERLY EDGE OF FD 3" BRASS SURF ACE MONUMENT ST AMPED "TOWNSEND AND ASSOC. LS 9634" CITY OF RENTON SURVEY CONTROL NO. 895 I I I FD 3" BRASS DISC PUNCH IN CONC. N 173569.68 E 130538.56 (SEE SURVEY NOTE 1) FD 2" ALUMINUM CAP FLUSH, WSDOT DESIGNATION 3-037, MON 10 5305 ~ I ~ "- ~FACE I \ I \ I \ SIDEWALK ENCROACHMENT DETAIL 3 N 88° 46'15" W / I I 2658.99' 2659.05'(R71 \ I CENTERLINE ENTRANCE ROAD CALCULATED PER (R) NOTE 1) OF CURB --1"'0-3" BRASS DISC STAMPED -"KING COUNTY GPS 3906", 5.18' NORTH IN CONC CURB FD 6" SQUARE CONC MO~I WITH BRASS PIN IN CASE o o FD 3" BRASS DISC IN CASE DOWN 1.3' CITY OF RENTON SURVEY CONTROL NO. 1640 --20' WATER LINE EASEMENT AFN 5994730 END SIDEWALK ENCROACHMENT / / '-----CENTERLINE ENTRANCE ROAD CALCULATED PER (R) SIDEWALK ENCROACHMENT DETAIL 2 '----HELD PARALLEL WITH AND 30' NORTHWESTERLY OF CENTERLINE ENTRANCE ROAD PER (R) PARCEL INFORMATION TABLE PARCEL TAX PARCEL NO. ADDRESS (PER ASSESSOR) ORIGINAL A 202305-9062 ORIGINAL B 212305-9042 NEW PARCEL I 202305-9062 NEW PARCEL 2 212305-9042 DAVID EVANS NOT DETERMINED 1300 EDMONDS AVE NE 2500B SE ROYAL HILLS DR 2500A SE ROYAL HILLS DR AND ASSOCIATES INC, 3700 Pacific Hwy. East, Suite 311 Tacoma Washington 98424 Phone: 253,922.9780 (RIll ROS AFN 9706249012 LEGEND: • o © R9 FOUND SECTION CORNER (AS NOTED) FOUND 1/4 SECTION CORNER (AS NOTED) FOUND 6" CONC MON WITH 1/4" BRASS PIN (AS NOTED) FOUND BRASS CAP (AS NOTED) FOUND ALUMINUM CAP (AS NOTED) FOUND 6" SQUARE CONC MON WITH BRASS PIN IN CASE SET 1/2" REBAR WITH 3" ALUMINUM CAP "PROP COR. LS 36796" SET 2" BRASS CAP "PROP COR. LS 36796" SET BRASS TACK IN LEAD WITH BRASS WASHER "LS 36796" EDGE OF PUBLIC RIGHT-OF-WAY ---- ---EDGE OF PAVEMENT --x --FENCE LINE x X X X GROSS ACREAGE NET ACREAGE frO '<':. 21 X X j--25.55± 25.55± 7.29± 7.29± 20.74± 20.74± 12.10± SEC. 20 AND SEC, 21, T.23 N, R 05 E ---- 12.10± LOT LINE ADJUSTMEf'.IT FOR BONNEVILLE POWER ADMINISTRA TION MA.PLE VALLEY SUBSTATION (TRACT 10: MPL V-SS) Scale: 1 IN, = '150 FT. Checked By: Drawn By: DJMO/SMD RYBA Da.te: Sheet: 10/12/12 2 Of 2