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17-100455 (2)Ct� 0 } U3 R Eq � cr? G 0� CA w a. c� -- Federal Way REVISED JUNE 2015 BOUNDARY LINE ADJUSTMENT NO. 17-100455- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON AUTHORIZATION THIS BOUNDARY LINE ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS OF THE AFFECTED PROPERTIES. FEDERAL WAY CAMPUS, LLC AADDELAjWARE LIMITED LIABILITY COMPANY PRINTED NAME: T.C. MESSMER VICE PRESIDENT - SPECIAL PROJECTS 3404=-+ DATE BY: ACKNOWLEDGMENT STATE OF WASHINGTON 1 SS d6TMTY OF KING S ON THIS 3 rok DAY OF b V--A44-Lx-0"' 2017, BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, PERSONALLY APPEARED T.C. MESSMER, TO ME KNOWN TO BE THE VICE PRESIDENT - SPECIAL PROJECTS OF FEDERAL WAY CAMPUS, LLC, THE LIMITED LIABILITY COMPANY THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID LIMITED LIABILITY COMPANY FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. SIGNATURE OF �• NOTARY PUBLIC %—ftfbNPIP—� PRINTED NAME DATED�— MY APPOINTMENT EXPIRES _ I L t 1Q State of Washington RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ........... DAY OF ................. 2017 AT .... M IN BOOK.......... OF..................AT PAGE ....... ..AT THE REQUEST OF ...... ................. I......... ....................................... MANAGER SUPT. OF RECORDS APPROVALS: CITY OF FEDERAL WAY EXAMINED AND 4PPROVED �THIS- -7 DAY OF Nwe+A*1>'r, 2017. DEPUTY PUBLfC WORKS DIRECTOR EXAMINED AND AP VE THIS. OF „� ,I ,gye)"beV , 2017. COMMUNITY DE EXISTING LEGAL DESCRIPTIONS PARCEL G (162104-9056-07) KING COUNTY RECORDING NO. DEPARTMENT OF ASSESSMENTS � f• EXAMINED AND APPROVED THIS -, IDAY OF ��� � °", 2017. 162104-9056-07, 162104-9013-09 AND 162104-9030-08 ACCOUNT NUMBER PORTIONS OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 15 AND OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 15, SAID POINT BEING A 2 INCH IRON PIPE FILLED WITH CONCRETE WITH A TACK, IN A CASE, PER THAT RECORD OF SURVEY RECORDED UNDER RECORDING NO. 9705229013, IN KING COUNTY, WASHINGTON; THENCE ALONG THE WESTERLY LINE OF SAID SECTION SOUTH 00'41'47" WEST, 1520.70 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 88'22'19" WEST 1491.17 FEET TO THE EASTERLY MARGIN OF INTERSTATE 5; THENCE ALONG SAID EASTERLY MARGIN, SOUTH 16'39'28" WEST 262.30 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, NORTH 73'20'32" WEST 25.00 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, SOUTH 16'39'28" WEST 905.14 FEET TO THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 16; THENCE ALONG SAID SOUTH LINE, SOUTH 88'23' 14" EAST 1819.12 FEET TO THE WESTERLY MARGIN OF 32ND AVENUE SOUTH (AKA WEYERHAEUSER WAY SOUTH); THENCE ALONG SAID WESTERLY MARGIN, NORTH 09'37'30" EAST 252.33 FEET TO A POINT OF CURVATURE; THENCE ALONG SAID WESTERLY MARGIN, NORTHEASTERLY 729,84 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 1030.00 FEET THROUGH A CENTRAL ANGLE OF 40'35'55" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, NORTH 50' 13'25" EAST 275.46 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 94.69 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 670.00 FEET, THROUGH A CENTRAL ANGLE OF 08'05'51 "; THENCE NORTH 89'05'50" WEST 647.96 FEET TO THE TRUE POINT OF BEGINNING; (ALSO KNOWN AS LOT 7 OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 99-002, RECORDED UNDER RECORDING NO. 9905129004). PARCEL H (162104-9013-09) GOVERNMENT LOT 1, SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF VACATED 32ND AVENUE SOUTH ADJOINING; AND TOGETHER WITH THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE EASTERLY MARGIN OF SR 5 (P.S.H. #1); EXCEPT THE NORTH 320 FEET OF THE WEST 340.33 FEET OF THE EAST 370.33 FEET; AND EXCEPT BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 16; THENCE SOUTH 00'53'59" WEST ALONG THE EAST LINE OF GOVERNMENT LOT 1 A DISTANCE OF 668.34 FEET TO THE MEANDER CORNER OF NORTH LAKE AND THE TRUE POINT OF BEGINNING; THENCE SOUTH ALONG SAID EAST LINE 182 FEET TO A POINT ON THE SHORE LINE OF NORTH LAKE; THENCE NORTH 84*20'12" WEST 120.42 FEET; THENCE NORTH 00'53'59" EAST 140 FEET; THENCE SOUTH 89'06'01" EAST 75 FEET; THENCE NORTH 00'53'59" EAST 97 FEET; THENCE SOUTH 89'06'01 " EAST 45 FEET; THENCE SOUTH 00'53'59" WEST 65 FEET TO THE POINT OF BEGINNING; EXCEPT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED SEPTEMBER 15, 1978 UNDER RECORDING NO. 7809150862 FOR 32ND DRIVE SOUTH; AND EXCEPT THAT PORTION CONVEYED TO CITY OF FEDERAL WAY, A WASHINGTON CORPORATION BY DEED RECORDED SEPTEMBER 17, 2003 UNDER RECORDING NO. 20030917000738. PARCEL 1 (162104-9030-08) THE NORTH 320 FEET OF THE WEST 340.33 FEET OF THE EAST 370.33 FEET OF GOVERNMENT LOT 1, SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON LYING WEST OF THE WEST LINE OF 32ND DRIVE SOUTH; TOGETHER WITH THAT PORTION OF VACATED 32ND AVENUE SOUTH ADJOINING; EXCEPT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED SEPTEMBER 15, 1978 UNDER RECORDING NO. 7809150862 FOR 32ND DRIVE SOUTH. LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND CITJTAJ AND ORDINANCE IN NOVEMBER, 2017. SCALE: N/A VOL/PAGE �J-7y�3 PORTION OF SW 1 /4 NE 1 /4, SE 1 /4 NE 1 /4, NW 1 /4 SE 1 /4 AND NE 1 /4 SE 1 /4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1 /4 NW 1 /4 OF SECTION 15, T. 21 N., R. 4 E., W.M. VICINITY MAP SCALE: 1 "=4500' S 320TH ST N PARK Q 5 SITE a ¢ .r S 336TH ST ORTH J, KE a W 18 PARK w S 342ND ST rn = cn S 348TH ST 161 of > 99 LAKE LAKE GENEVA a [PARK KILARNEY v' S 352NO ST S 356TH ST SECTION SUBDIVISION LOCATOR CONSULTING ENGINEERS 33400 8TH AVE. S. 1 Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETi (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-01.DWG W CD d n J O BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2017-04-06 1886-001-016 CHKD. BY SCALE SHEET C.A.F. N/A 1 0F 10 CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100455--SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON NEW LEGAL DESCRIPTIONS LOT 1 THAT PORTION OF SECTIONS 15 AND 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWESTERLY CORNER OF THE EAST CAMPUS CORPORATE PARK PARCEL 1 BINDING SITE PLAN AS RECORDED IN VOLUME 191 OF PLATS, PAGES 39 THROUGH 45, INCLUSIVE, UNDER KING COUNTY RECORDING NO. 19990916001397, ALSO BEING A POINT ON THE SOUTHEASTERLY MARGIN OF INTERSTATE 5; THENCE ALONG SAID SOUTHEASTERLY MARGIN, S 16'39'34" W, 262.01 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, N 73-20-26" W, 25.00 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, S 16'39'34" W, 744.00 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, SOUTHWESTERLY 530.85 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 11,335.00 FEET, THROUGH A CENTRAL ANGLE OF 02'41'00" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, S 13'58'34" W, 983.01 FEET TO THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 16; THENCE ALONG SAID SOUTH LINE AND THE SOUTH LINE OF GOVERNMENT LOT 1 OF SECTION 16, S 88'19'11 E, 1348.40 FEET TO A POINT OF CURVATURE ON THE NORTHWESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH; THENCE ALONG SAID NORTHWESTERLY MARGIN, NORTHEASTERLY 75,99 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1238.00 FEET, THE RADIUS POINT OF WHICH BEARS S 56'06'04" E, THROUGH A CENTRAL ANGLE OF 03'31'01 "; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, N 52'35'03" W, 19.00 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, NORTHEASTERLY 42.23 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1257.00 FEET, THE RADIUS POINT OF WHICH BEARS S 52'35'03" E, THROUGH A CENTRAL ANGLE OF 01'55'30"; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, N 50'39'33" W, 15.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING N 50'39'33" W, 37.25 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY 39.60 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 480.00 FEET, THROUGH A CENTRAL ANGLE OF 04'43'38" TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY 75.14 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 71'45'10 TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY 509.43 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 83'23'43" TO A POINT OF COMPOUND CURVATURE; THENCE NORTHWESTERLY 450.72 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 655.00 FEET, THROUGH A CENTRAL ANGLE OF 39'25'36" TO A POINT OF COMPOUND CURVATURE; THENCE NORTHERLY 267.17 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 490.00 FEET, THROUGH A CENTRAL ANGLE OF 31'14'24" TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY 109.54 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 515.00 FEET, THROUGH A CENTRAL ANGLE OF 12'11'11" TO A POINT OF TANGENCY; THENCE N 24'11'27" E, 710.81 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 297.69 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1525.00 FEET, THROUGH A CENTRAL ANGLE OF 11'11'04" TO A POINT OF COMPOUND CURVATURE; THENCE NORTHEASTERLY 325.03 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 535.00 FEET, THROUGH A CENTRAL ANGLE OF 34'48'34" TO A POINT OF COMPOUND CURVATURE; THENCE EASTERLY 595.57 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 340.00 FEET, THROUGH A CENTRAL ANGLE OF 100'21'48" TO A POINT OF TANGENCY; THENCE S 09'27'07" E, 11.23 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY 81.34 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 77'40'28" TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY 175.07 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 20'03'42" TO A POINT OF TANGENCY; THENCE S 67'03'53" E, 40.58 FEET TO A POINT OF CURVATURE ON SAID NORTHWESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH; THENCE ALONG SAID NORTHWESTERLY MARGIN, SOUTHWESTERLY 239.28 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1030.00 FEET, THE RADIUS POINT OF WHICH BEARS S 67'03'53" E, THROUGH A CENTRAL ANGLE OF 13'18'38" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, S 09'37'29" W, 484.24 FEET TO A POINT OF CURVATURE; NEW LEGAL DESCRIPTIONS LOT 1 CONTINUED THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN; SOUTHWESTERLY 770.34 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1170.00 FEET, THROUGH A CENTRAL ANGLE OF 37'43'27" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, S 47'20'56" W, 141.77 FEET; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, N 42'39'04" W, 7.00 FEET; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, S 47'20'56" W, 141.29 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, SOUTHWESTERLY 58.71 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1237.00 FEET, THROUGH A CENTRAL ANGLE OF 02'43'10"; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, N 45'22'14" W, 7.00 TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, SOUTHWESTERLY 43.31 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1244.00 FEET, THE RADIUS POINT OF WHICH BEARS S 45'22'14" E, THROUGH A CENTRAL ANGLE OF 01'59'41"; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, N 47'21'55" W, 28.00 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, SOUTHWESTERLY 73.13 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1272.00 FEET, THE RADIUS POINT OF WHICH BEARS S 47'21'55" E, THROUGH A CENTRAL ANGLE OF 03'17'38" TO THE TRUE POINT OF BEGINNING. CONTAINING 2,096,100 SQUARE FEET (48.120 ACRES), MORE OR LESS. LOT 2 THAT PORTION OF SECTIONS 15 AND 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWESTERLY CORNER OF THE EAST CAMPUS CORPORATE PARK PARCEL 1 BINDING SITE PLAN AS RECORDED IN VOLUME 191 OF PLATS, PAGES 39 THROUGH 45, INCLUSIVE, UNDER KING COUNTY RECORDING NO. 19990916001397, ALSO BEING A POINT ON THE SOUTHEASTERLY MARGIN OF INTERSTATE 5; THENCE ALONG SAID SOUTHEASTERLY MARGIN, S 16'39'34" W, 262.01 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, N 73'20'26" W, 25.00 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, S 16'39'34" W, 744.00 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, SOUTHWESTERLY 160.90 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 11,335.00 FEET, THROUGH A CENTRAL ANGLE OF 00'48'48" TO THE SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 16 (ALSO KNOWN AS THE SOUTHERLY LINE OF LOT 7 OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 99-002 AS RECORDED UNDER RECORDING NO. 9905129004); THENCE ALONG SAID SOUTH LINE, S 88'23'02" E, 640.70 FEET; THENCE N 24'11'27" E, 408.88 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 297.69 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1525.00 FEET, THROUGH A CENTRAL ANGLE OF 11'11'04" TO A POINT OF COMPOUND CURVATURE; THENCE NORTHEASTERLY 325.03 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 535.00 FEET, THROUGH A CENTRAL ANGLE OF 34'48'34" TO A POINT OF COMPOUND CURVATURE; THENCE EASTERLY 595.57 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 340.00 FEET, THROUGH A CENTRAL ANGLE OF 100'21'48" TO A POINT OF TANGENCY; THENCE S 09'27'07" E, 11.23 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY 81.34 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 77'40'28" TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY 175.07 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 20'03'42" TO A POINT OF TANGENCY; THENCE S 67'03'53" E, 40.58 FEET TO A POINT OF CURVATURE ON SAID NORTHWESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH: THENCE ALONG SAID NORTHWESTERLY MARGIN, NORTHEASTERLY 490.55 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1030.00 FEET, THE RADIUS POINT OF WHICH BEARS S 6703'53" E, THROUGH A CENTRAL ANGLE OF 27'17'17" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, N 50'13'24" E, 275.46 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, NORTHEASTERLY 94.70 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 670.00 FEET, THROUGH A CENTRAL ANGLE OF 08'05'53" TO THE SOUTHERLY LINE OF SAID EAST CAMPUS CORPORATE PARK PARCEL 1 BINDING SITE PLAN; THENCE ALONG SAID SOUTHERLY LINE, N 89'05'51" W, 648.05 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY LINE, N 88'22'20" W, 1491.10 FEET TO THE POINT OF BEGINNING. CONTAINING 1,315,930 SQUARE FEET (30.210 ACRES), MORE OR LESS, 1� 11 RECORDING NO. SCALE: N/A VOL/PAGE -;�-71 Lf / / q PORTION OF SW 1 /4 NE 1 /4, SE 1 /4 NE 1 /4, NW 1 /4 SE 1 /4 AND NE 1 /4 SE 1 /4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1 /4 NW 1 /4 OF SECTION 15, T. 21 N., R. 4 E., W.M. NEW LEGAL DESCRIPTIONS LOT 3 THAT PORTION OF SECTIONS 15 AND 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWESTERLY CORNER OF THE EAST CAMPUS CORPORATE PARK PARCEL 1 BINDING SITE PLAN AS RECORDED IN VOLUME 191 OF PLATS, PAGES 39 THROUGH 45, INCLUSIVE, UNDER KING COUNTY RECORDING NO. 19990916001397, ALSO BEING A POINT ON THE SOUTHEASTERLY MARGIN OF INTERSTATE 5; THENCE ALONG SAID SOUTHEASTERLY MARGIN, S 16'39'34" W, 262.01 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, N 73'20'26" W, 25.00 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, S 16'39'34" W, 744.00 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, SOUTHWESTERLY 160.90 FEET ALONG THE ARC OF A TANGENT CURVE TO THE. LEFT, HAVING A RADIUS OF 11,335.00 FEET, THROUGH A CENTRAL ANGLE OF 00'48'48" TO THE SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 16 (ALSO KNOWN AS THE SOUTHERLY LINE OF LOT 7 OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 99-002 AS RECORDED UNDER RECORDING NO. 9905129004), BEING A POINT ON SAID CURVE AND THE TRUEPOINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, SOUTHWESTERLY 369.95 FEET ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 11,335.00 FEET, THROUGH A CENTRAL ANGLE OF 01'52' 12" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, S 13'58'34" W, 983.01 FEET TO THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 16; THENCE ALONG SAID SOUTH LINE AND THE SOUTH LINE OF GOVERNMENT LOT 1 OF SECTION 16, S 88'19'11" E, 1348.40 FEET TO A POINT OF CURVATURE ON THE NORTHWESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH; THENCE ALONG SAID NORTHWESTERLY MARGIN, NORTHEASTERLY 75.99 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1238.00 FEET, THE RADIUS POINT OF WHICH BEARS S 56*06-04" E, THROUGH A CENTRAL ANGLE OF 03'31'01 "; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, N 52'35'03" W, 19.00 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, NORTHEASTERLY 42.23 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1257.00 FEET, THE RADIUS POINT OF WHICH BEARS S 5735*03" E, THROUGH A CENTRAL ANGLE OF 01'55'30"; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, N 50'39'33" W, 15.00 FEET; THENCE CONTINUING N 50'39'33" W, 37.25 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY 39.60 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 480.00 FEET, THROUGH A CENTRAL ANGLE OF 04'43'38" TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY 75.14 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 71'45'10 TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY 509.43 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 83'23'43" TO A POINT OF COMPOUND CURVATURE; THENCE NORTHWESTERLY 450.72 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 655.00 FEET, THROUGH A CENTRAL ANGLE OF 39'25'36" TO A POINT OF COMPOUND CURVATURE; THENCE NORTHERLY 267.17 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 490.00 FEET, THROUGH A CENTRAL ANGLE OF 31'14'24" TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY 109.54 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 515.00 FEET, THROUGH A CENTRAL ANGLE OF 12'11'11" TO A POINT OF TANGENCY; THENCE N 24'11'27" E, 301.93 FEET TO SAID SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 16; THENCE ALONG SAID SOUTH LINE, N 88'23'02" W, 640.70 FEET TO THE TRUE POINT OF BEGINNING; LEGAL DESCRIPTION CONTINUED ON SHEET 3 CONSULTING ENGINEERS L L C 33400 8TH AVE. S. ® I I I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERST (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-02.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2017-04-05 1886-001-016 CHKD. BY SCALE SHEET C.A.F. N/A 2 OF 10 RECORDING NO. CITY OF Federal Way 1 BOUNDARY LINE ADJUSTMENT NO. 17-100455-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON NEW LEGAL DESCRIPTIONS LOT 3 CONTINUED FROM SHEET 2 TOGETHER WITH THAT PORTION OF SAID SECTION 16, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 16; THENCE ALONG THE EAST LINE OF SAID SECTION, S 00'54'31 " W, 280.07 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EAST LINE, S 00'54'31 " W, 323.27 FEET; THENCE N 89'05'29" W, 45.00 FEET; THENCE S 00'54'31" W, 97.00 FEET; THENCE N 89'05'29" W, 75.00 FEET; THENCE S 00'54'31" W, 140.00 FEET; THENCE S 84'38'11" E, 84.08 FEET TO THE SHORELINE OF NORTH LAKE; THENCE ALONG SAID SHORELINE, THE FOLLOWING COURSES: S 10'33'33" W, 34.75 FEET; S 14'50'51 " W, 31.55 FEET; S 23'47'48 W, 68.08 FEET: S 26'00'29" W. 88.68 FEET; S 28'36'54" W, 68.59 FEET; S 22'20'40" W, 41.36 FEET; S 10'06'33" W, 79.32 FEET; S 19*56'27" E, 48.12 FEET; S 17*22'15" E, 45.88 FEET TO THE NORTHERLY LINE OF THAT STATE PLAT OF SAID SECTION 16 AS RECORDED IN VOLUME 41 OF PLATS, PAGES 30 THROUGH 32, INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON; THENCE ALONG SAID NORTHERLY LINE, N 88'19'11" W, 570.29 FEET TO A POINT OF CURVATURE ON THE EASTERLY MARGIN OF WEYERHAEUSER WAY SOUTH; THENCE ALONG SAID EASTERLY MARGIN, NORTHEASTERLY 227.76 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1166.00 FEET, THE RADIUS POINT OF WHICH BEARS S 53-50-34" E, THROUGH A CENTRAL ANGLE OF 11'11'30" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 47'20'56" E, 141.29 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 42'39'04" W, 4.00 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 47'20'56" E, 141.77 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, NORTHEASTERLY 767.41 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1230.00 FEET, THROUGH A CENTRAL ANGLE OF 35'44'50" TO THE TRUE POINT OF BEGINNING, CONTAINING 26.2 ACRES, MORE OR LESS, WITH THE PORTION WESTERLY OF WEYERHAEUSER WAY S. BEING 922,550 S.F. (21.179 ACRES) MORE OR LESS AND WITH THE PORTION EASTERLY OF WEYERHAEUSER WAY S. BEING APPROXIMATELY 5.0 ACRES. EXCEPTIONS FROM THE TITLE REPORT LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM FIRST AMERICAN TITLE INSURANCE COMPANY SIXTH SUBDIVISION GUARANTEE NO. NCS-813236-WA1 DATED SEPTEMBER 11, 2017. IN PREPARING THIS BOUNDARY LINE ADJUSTMENT, ESM CONSULTING ENGINEERS, L.L.0 HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 1-3. SUBJECT TO GENERAL AND SPECIAL TAXES FOR TAX ACCOUNT NOS. 162104-9056-07, 162104-9013-09, AND 162104-9030-08. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCELS G, H AND 1) 4. THIS EXCEPTION WAS INTENTIONALLY DELETED FROM THE TITLE REPORT. 5. SUBJECT TO POTENTIAL CHARGES FOR THE KING COUNTY SEWAGE TREATMENT CAPACITY CHARGE AS AUTHORIZED UNDER RCW 35.58 AND KING COUNTY CODE 28.84.050. SAID CHARGES COULD APPLY FOR ANY PROPERTY THAT CONNECTED TO THE KING COUNTY SEWER SERVICE AREA ON OR AFTER FEBRUARY 1, 1990. EXCEPTION CANNOT BE PLOTTED (AFFECTS ALL PARCELS) 6. SUBJECT TO FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION CHARGES AND LATECOMER CHARGES FOR WATER OR SEWER FACILITIES OF FEDERAL WAY WATER AND SEWER DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8905120210. EXCEPTION CANNOT BE PLOTTED. (AFFECTS ALL PARCELS) 7. SUBJECT TO THOSE EASEMENT RIGHTS AND MAINTENANCE FOR UTILITIES WHICH MAY HAVE BEEN GRANTED IN STREETS AND ALLEYS PRIOR TO THE VACATIONS OF SAID STREETS AND ALLEYS. VACATED STREETS HAVE BEEN DEPICTED HEREIN. (AFFECTS ALL PARCELS) 8. SUBJECT TO THAT EASEMENT FOR OVERHEAD ELECTRICAL FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 2678839. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. NOTE: THIS EASEMENT IS FOR A SINGLE LINE OF POLES EXISTING IN 1931. (AFFECTS PARCEL G) 9. SUBJECT TO THOSE PROVISIONS FOR THE FIXING THE LEVEL OF NORTH LAKE AND THE TERMS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 385515. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL H) 10. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 4980400. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCELS H AND 1) 11. THIS EXCEPTION WAS INTENTIONALLY DELETED FROM THE TITLE REPORT. 12. SUBJECT TO THAT EASEMENT FOR GAS FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO WASHINGTON NATURAL GAS COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5623093. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL 1) 13. SUBJECT TO THAT EASEMENT FOR PIPE LINE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO OLYMPIC PIPE LINE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6567596. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. FIELD LOCATED GAS MARKERS DO NOT FALL IN EASEMENT. (AFFECTS PARCELS G AND H) 14. SUBJECT TO THAT EASEMENT FOR SLOPES FOR CUTS AND FILLS AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY AS CONTAINED IN THAT WARRANTY DEED RECORDED UNDER RECORDING NO. 7809150862. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SAID EASEMENT IS FOR PROPERTY ADJOINING THE INTERSECTION OF S. 336TH STREET AND 32ND AVENUE S. (AKA WEYERHAEUSER WAY) AND ADJOINING 32ND AVENUE S. FROM S. 336TH STREET TO S. 320TH STREET. SAID DEED ALSO RESERVED FOR THE BENEFIT OF THE WEYERHAEUSER COMPANY AN EASEMENT FOR POWER AND AN EASEMENT FOR LANDSCAPING WITHIN THE RIGHT OF WAY CONVEYED. (AFFECTS ALL PARCELS) 15. SUBJECT TO THAT EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY WATER DISTRICT NO. 124 AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8007080485. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SAID EASEMENT IS 10 FEET WIDE, LYING 5 FEET ON EACH SIDE OF THE WATER FACILITIES AS CONSTRUCTED. (AFFECTS ALL PARCELS) 16. SUBJECT TO THAT EASEMENT FOR SANITARY SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO LAKEHAVEN SEWER DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8010140816. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS ALL PARCELS) 17. SUBJECT TO THAT AGREEMENT REGARDING SANITARY SEWER AND THE TERMS AND CONDITIONS THEREOF GRANTED TO FEDERAL WAY WATER AND SEWER DISTRICT AND THE WEYERHAEUSER COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9402182159. EXCEPTION CANNOT BE PLOTTED. THE LIEN CREATED IN PARAGRAPH 26 OF SAID AGREEMENT WAS RELEASED BY THAT INSTRUMENT RECORDED UNDER RECORDING NO. 9512261712. EXCEPTION CANNOT BE PLOTTED. (AFFECTS ALL PARCELS) ill lz SCALE: N/A VOL./PAGE PORTION OF SW 1 /4 NE 1 /4, SE 1 /4 NE 1 /4, NW 1 /4 SE 1 /4 AND NE 1 /4 SE 1 /40F SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1 /4 NW 1 /4 OF SECTION 15, T. 21 N., R. 4 E., W.M. EXCEPTIONS FROM THE TITLE REPORT 18. SUBJECT TO CITY OF FEDERAL WAY ORDINANCE NO. 94-219 REGARDING ANNEXATION AND ZONING AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9410260933 AND THAT MODIFICATION THEREOF RECORDED UNDER RECORDING NO. 20030513002214. EXCEPTION CANNOT BE PLOTTED. (AFFECTS ALL PARCELS) 19. SUBJECT TO THOSE RESTRICTIONS, COVENANTS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS, AND PROVISIONS, IF ANY, AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 99-0002 AS RECORDED UNDER RECORDING NO. 9905129004. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL G) 20. SUBJECT TO THAT EASEMENT FOR SANITARY SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO LAKEHAVEN UTILITY DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 19990903000827. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL H) 21-23. NOT REPORTED HEREIN 24. SUBJECT TO RIGHTS OF THE GENERAL PUBLIC TO THE UNRESTRICTED USE OF ALL THE WATERS OF A NAVIGABLE BODY OF WATER NOT ONLY FOR THE PRIMARY PURPOSE OF NAVIGATION, BUT ALSO FOR COROLLARY PURPOSES; INCLUDING (BUT NOT LIMITED TO) FISHING, BOATING, BATHING, SWIMMING, WATER SKIING AND OTHER RELATED RECREATIONAL PURPOSES, AS THOSE WATERS MAY AFFECT THE TIDELANDS, SHORELANDS OR ADJOINING UPLANDS AND WHETHER THE LEVEL OF THE WATER HAS BEEN RAISED NATURALLY OR ARTIFICIALLY TO A MAINTAINED OR FLUCTUATING LEVEL, ALL AS FURTHER DEFINED BY THE DECISIONAL LAW OF THIS STATE, EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL H) 25. SUBJECT TO SUCH RIGHTS AND EASEMENTS FOR NAVIGATION AND FISHERY WHICH MAY EXIST OVER THAT PORTION OF SAID LAND LYING BENEATH THE WATER OF NORTH LAKE. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL H) 26. SUBJECT TO 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. EXCEPTION CANNOT BE PLOTTED. (AFFECTS ALL PARCELS) 27-50. INTENTIONALLY DELETED FROM TITLE REPORT. 51. SUBJECT TO THAT EASEMENT FOR SLOPES AND THE TERMS AND CONDITIONS THEREIN GRANTED TO KING COUNTY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8406060941. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SAID EASEMENT IS FOR PROPERTY ADJOINING S. 336TH STREET AND 32ND DRIVE SOUTH. 52-54. INTENTIONALLY DELETED FROM TITLE REPORT. NOTES 1. LOCATIONS OF BUILDINGS AND IMPROVEMENTS AS DEPICTED HEREIN ARE FROM THAT MAP PREPARED BY DEGROSS AERIAL MAPPING IN NOVEMBER, 2015. SAID MAP WAS COMPILED TO MEET ASPRS STANDARDS FOR CLASS 1 MAPPING ACCURACY AT THE SCALE OF 1" = 50`FEET. 2. INTERIOR ROADS ARE PRIVATE. 3. EXISTING WETLANDS AND BUFFERS AS DEPICTED HEREIN WERE DELINEATED AND CLASSIFIED BY TALASAEA CONSULTANTS, INC. AS DEFINED IN THAT "EXISTING CONDITIONS REPORT - TECH CENTER BOUNDARY LINE ADJUSTMENT (PARCELS G, H & 1) - FEDERAL WAY CAMPUS, LLC - FEDERAL WAY, WASHINGTON" DATED MARCH 29, 2017 AND REVISED SEPTEMBER 1, 2017 AND THAT ADDENDUM THERETO DATED OCTOBER 23, 2017. AREAS PRIOR TO ADJUSTMENT PARCEL G 48.014 ACRES 2,091,470 S.F. PARCEL H APPROXIMATELY 55 ACRES (SEE BREAKDOWN BELOW) PORTION WEST OF WEYERHAEUSER WAY S. = 49.081 ACRES 2,137,980 S.F. PORTION EAST OF WEYERHAEUSER WAY S. = APPROXIMATELY 6 ACRES PARCEL I 2.413 ACRES 105,130 S.F. AREAS AFTER ADJUSTMENT LOT 1 48.120 ACRES 2,096,100 S.F. LOT 2 30.210 ACRES 1,315,930 S.F. LOT 3 APPROXIMATELY 26.2 ACRES (SEE BREAKDOWN BELOW) PORTION WEST OF WEYERHAEUSER WAY S. = 21.179 ACRES 922,550 S.F. PORTION EAST OF WEYERHAEUSER WAY S. = APPROXIMATELY 5.0 ACRES NOTE: ACREAGE IS LISTED TO THE NEAREST 10 SQUARE FEET, EXCEPT THAT PORTION LYING EAST OF WEYERHAEUSER WAY S. WHICH IS REPORTED TO THE NEAREST TENTH ACRE. ImCONSULTING ENGINEERS LLC 33400 8TH AVE. S. G Suite 205 Federal Way, WA 08003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-03.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC IDWN.BYF./R.F.G. I DATE C2017-11-01 1 JOB 1886-001-016 I CHKD. BY SCALE SHEET C.A.F. N/A 3 OF 10 CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100455-- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON FOUND 2" BRASS DISC WITH PUNCH SET IN CONCRETE, DOWN 1.0' IN CASE (SEPTEMBER 2015) n FOUND 1 3/4" BRASS DISC WITH X, SET IN CONCRETE DOWN 0.9' IN CASE (SEPTEMBER 2015) FOUND 1 3/4" BRASS DISC WITH X, SET IN CONCRETE DOWN 1,0' IN CASE (SEPTEMBER 2015) FOUND BRASS PIN SET IN CONCRETE, DOWN 1.8% IN CASE (OCTOBER 2015) CENTERLINE= N 88'1 1'07" W------, 202.04' N 88'15'22" W 57.80' (ESM 57.6' (R4) 57.61' (R3) S. 336TH STREET 17 16 (PUBLIC RIGHT OF WAY) M (n 20 21 of v N 88'15'31" W 2621.32' R3) o N 88'15'41" W 2621.64' (ESM) 00 co N 6 FOR SHEET INDEX AND HORIZONTAL CONTROL AL� 0816' AD�TIO AL*2'07" SEEE INFORMATION RECORDING NO. SEE SHEET 7 FOR ADDITIONAL INFORMATION 1 N 86'49'21 "-W�(R� FOUND 4" X 4" CONCRETE MONUMENT WITH 1 " BRASS DISC WITH PUNCH, N 89' 15'52" W 881,17' DOWN 0.6' IN CASE h^ FOUND 3.5" X 3.5" CONCRETE p ^^ va./PncE ��-) q 11b MONUMENT WITH 2 BRASS DISC ^°` N ^ SCALE: 1 inch = 400 Pt. WITH PUNCH, DOWN 0.65' IN CASE o v/i� ,�o.6 A0 0 200 400 600 800 1000 (SEPTEMBER 2015) / a, oo �• Z� h� v J 2 'D N 50' 13' 24" E Lt `� ��� PARCEL G ro 75.46' J � G v co / FOUND 4" X 4" CONCRETE MONUM NT Cjv DO op�� Z WITH 2" BRASS DISC WITH PUNCH, pr N p g^ DOWN 0.7', IN CASE w (SEPTEMBER 2015) v { I FOUND 3" x 3" CONCRETE MONUMENT WITH 1" BRASS c? EXISTING LOT LINE N EXISTING LOT I DISC WITH PUNCH, N 4 O LINE REMAINS EXTINGUISHED DOWN 0.5' IN CASE m TrA. _ o �o �'� (SEPTEMBER 2015) w (/Cc �o^10 40 M / ���� 16 15 d �v 11 ,� 1 N 09'3T29" E N9S3 9 3 PARCEL / 484.24' o (R4) z g ` ��`� EXISTING LOT LINE ' C MATCH LINE FOR PARCEL y ©=3T43'27 FOUND 3" x 3" CONCRETE SHEETS (TYPICAL) R=1200.00' MONUMENT WITH 1" BRASS og ( DISC WITH PUNCH, V N � � L=790.09' WN , a �� / IN CASE (SOEPTEMBER 20 5) O> M N crn�• ti a g PARCEL H 4,j47'20'56" E ;� • cv o Cj JGJQ�p� ^ �Q 283.06' o Z N N CJ`v NEW LOT LINE - CJ� FOUND 3" x 3" CONCRETE 2 - MONUMENT WITH 1" BRASS DISC o O I A=5'00'13" ` �J WITH PUNCH, DOWN 0.6' IN CASE to I R=596.24' yZCi ��pp, i (SEPTEMBER 2015) L ` 2.07' � 0 5 �`n 61N' M / --A=27'06'21' PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4 AND NE 1/4 SE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1/4 NW 1/4 OF SECTION 15, T. 21 N., R. 4 E., W.M. FOUND 3" x 3" CONCRETE MONUMENT WITH 1" BRASS DISC WITH PUNCH, DOWN 0.3' IN CASE (SEPTEMBER 2015) LEGEND FOR ALL SHEETS PARCEL H 2 R L (R) (37) (L) • { 1C �G� �- R=1200.0 , FOUND 4" x 4" CONCRETE MONUMENT 3nJ r6 � �G 1 L=56 .70 WITH 2" BRASS DISC WITH X, DOWN 0.4' C,• ,k1" I �- 4�, \ / IN CASE (SEPTEMBER 2015) W 'I 5g 26 I J oo 1 ,ro- �6S�o 0' I O•. /` — `- FOUND 4" X 4" CONCRETE MONUMENT WITH 2' �g9 .�� -0 T_ v r — -"�8 BRASS DISC WITH X, DOWN 0.3' IN CASE (SEPTEMBER 2015) x .a ticON�O I I NI 05'15'23" W (R I I I 177.77' - FOUND 2" BRASS DISC WITH "X" o I� ! N g3, I INI05'15'23" W 190Se SET IN CONCRETE, DOWN 0.6', IN CASE ( i I I 342.69' (SEPTEMBER 2015) IV _ J L — _ J MONUMENTED NORTH FOUND CONCRETE MONUMENT 21 — — — LINE OF SECTION 21 WITH 1/4" BRASS PIN, DOWN 1.0% VACATED S. 336TH STREET r IN CASE (OCTOIBER 2015) i (R1)) A=69'01'16" HELD FOR CENTERLINE OF ROAD N 88'15'52" W 1740.93' I I R=600.00' AND MONUMENTED EAST LINE OF \ N I I L=722 79' SECTION 21. U6 MONUMENTED SECTION LINE: I> I I N 74'16'39" W } N 88'15'22" W 1994.94' (ESM) 3 I< I 186.80' r� N 88'15'52 W 1994.95' (R1)(R3) - rn — MONUMENTED EAST ¢ vi N m N — S. 337TH STREET LINE OF SECTION 21 N< 0 0 ��- FOUND 2" BRASS DISC WITH "X'> FOUND 1 3/4 BRASS o I m =65'03'36" occ z z SET !N CONCRETE, DOWN 1.1', DISC WITH X, SET IN j �. wr w CONCRETE DOWN 0 3' v 0 ¢ \ w w av ca (0(0 N N ww N N M � z z FOUND 3" BRASS ---',� DISC WITH "X" SET IN CONCRETE, DOWN 0.9', IN CASE (SEPTEMBER 2015) 121 z L=397.43 w IN CASE <= I I I C I I Uj I z W (A <> ~- (SEPTEMBER 2015) N;w� I w > 0- I I z I> I I< I p w m � ao _ T o,0d � r FOUND 3.5 X 31.5" CONCRETE I o I A=75'30'48" w= Q rN 0 �-" ,ri co >, R=350.00' w M w Z �' _ -' o Cq 0 4 N MONUMENT WITH 1 BRASS DISC I I af to < m p� • Qua, \V z co Z N WITH PUNCH, STAMPED: 'SECTION L=461.29' as � M .� Q K) Q ^rn ) LO cv CO LINE", 0.2' ABOVE GROUND — — _ J 0 m W c� W "�- o J (SEPTEMBER 2015) Q rn 03 �- FOUND 2" BRASS ? 0 rn o rn p < DISC WITH PUNCH 1660.97' (ESM) Z c0.q z No c Q w SET IN CONCRETE, ----- 21 DOWN 1.0' IN CASE N88'22'17"W 5257.96'(R1) m zz z o FOUND 3" BRASS DISC WITI- (SEPTEMBER 2015) N88'22'17"W 5258.09'(ESM) PUNCH, SET IN CONCRETE, z o DOWN 2.5', IN CASE STA. 1875+63.49 (R3) 20J21 21 2/2�0M F (SEPTEMBER 2015) �TA. 1875+62.4 (R4) ` FOUND 4" X 4" CONCRETE a MONUMENT WITH BRASS PIN, NO PUNCH (SEPTEMBER 2015) 1503.72' (ESM) / R4) 1133,1' 21 S. 352ND STREET -- 1132.81' f ESM)(R3) 21 28 N 88'31'23" W 2636.53' (ESM) N 88'31'27" W 2636.40' (R1)(R3) DOWN 28 CONSULTING ENGINEERS LLC 33400 8TH AVE. S. , G I I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 EVERETT (425) 29T-9900 www.esmcivil.com Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture RECORD OF SURVEY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION RECORDED UNDER RECORDING NO. 20100526900003 WASHINGTON STATE HIGHWAY COMMISSION, DEPARTMENT OF HIGHWAYS PLANS ENTITLED "SR 18 - MP 0.18 TO MP 1.21 - JCT. SR 5 TO SO. 344TH ST. INTERCHANGE" DATED JULY 10, 1969 RECORD OF SURVEY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION RECORDED UNDER RECORDING NO. 20100512900004 WASHINGTON STATE HIGHWAY COMMISSION, DEPARTMENT OF HIGHWAYS PLANS ENTITLED "SR 5 - PIERCE COUNTY LINE TO JCT. SSH NO. 5-A" DATED JUNE 24, 1958 EXISTING LOT DESIGNATION NEW LOT DESIGNATION FOUND MONUMENT AS NOTED DELTA RADIUS LENGTH RADIAL LOT IN VACATED PLAT OF "EICHHOLTZ ADDITION, VOLUME 68, PAGE 71 RADIAL BEARING BEARING AND DISTANCE PER LEGAL DESCRIPTION SET REBAR AND CAP STAMPED: "ESM LLC 35142/44925" BASIS OF HORIZONTAL DATUM WASHINGTON COORDINATE SYSTEM (WCS) - NORTH ZONE (BASED UPON NAD 83\201 1) UTILIZING THE WASHINGTON STATE REFERENCE NETWORK (WSRN) IN NOVEMBER, 2015. SURVEY INSTRUMENTATION: SURVEYING PERFORMED IN CONJUNCTION WITH THIS RECORD OF SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES. TWO LEICA SYSTEM 500 DUAL FREQUENCY GPS RECEIVERS, ONE 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC-332-130-100 PROCEDURE USED : REAL TIME KINEMATIC AND RAPID STATIC GPS AND FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC-332-130-090 g,Y DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-04.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY C.A.F./R.F.G. CHKD. BY C. A. F. DATE 2017-09-18 SCALE 1 "=400' 10� JOB NO. 1886-001-016 SHEET 4 of 10 RECORDING NO. CIT VAA�:w Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100455-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON SEE LEGEND ON SHEET 4 OF 10 W z3 tr 4 p co Q �? m ! o �� `-,� Q. 00 `° 'o N � O N/ o` 4,1 M �h M z/ �o z P.T. OF CURVE VOL/PAGE N1I 7 I SCALE: 1 inch = 100 ft. 0 50 100 150 200 250 PORTION OF SW 1 /4 NE 1 /4, SE 1 /4 NE 1 /4, NW 1 /4 SE 1 /4 AND NE 1 /4 SE 1 /4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1 /4 NW 1 /4 OF SECTION 15, T. 21 N., R. 4 E., W.M. SEE SHEET 7 FOR EAST CAMPUS CORPORATE PARK PARCEL 1 ADDITIONAL INFORMATION BINDING SITE PLAN / VOLUME 191, PAGES 39-45 ! ! RECORDING NO. 1999091600 I J97 ! ! TRACT D LOTH I BUILDING L--------L-------- WATER EASEMENT—.-�-----------_ _--- —._ / — RECORDING �S0.00" � ` ! N0. 19990903000828 1 N 88'22'20" W 1491.10' U / — — N 88'22'19" W 1491.17' Moo / ! 1 / ! SOUTHERLY LINE OF BINDING SITE PLAN / NORTHERLY LINE OF LOT 7 OF CITY ��" ! ! OF FEDERAL WAY BOUNDARY LINE / ,) C'V�d ADJUSTMENT N0. BLA 99-002 fl BUFF��S��I / �^ / WETLAND / / ! \FE / \ / l 20, 25 00 / -26" nVW 2 \ / / I /I 30.210 ACRES 125, // / (1,315,930 S.F.) PARCEL G o / ! LOT 7 / BUFFER CITY OF FEDERAL WAY BOUNDARY LINE v �14, / WETLAND / ADJUSTMENT NO. BLA 99-002 N ! / El G— RECORDING NO. 9905129004 co &o ! / WETLAND EJ WETLAND EL �o / ! WETLAND EK/ ! WETLAND APPROXIMATE LOCATION OF OLYMPIC ! PIPE LINE EASEMENT 13 / ! — MATCH LINE ! / WETLAND BUFFER / \ . SEE SHEET 7 11 rr 0' (0 48" __ w w Z 0 K/ I w w II � LOT LINE ESTABLISHED UPON 1 THE RECORDING OF THIS BOUNDARY LINE ADJUSTMENT 48.120 ACRES (TYPICAL) (2,096,100 S.F.) / t WETLAND BS NORTH CONSULTING ENGINEERS L L C .3m 33400 8TH AVE. S. �G��� Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivii.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture Y 1. SEE SHEET 8 DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-05.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC 17 DWN.0 A.F./R.F.G. 1 DATE2017-10-20 1 ,OB1886-001-016 1 CHKD. BY SCALE SHEET C.A.F. 1"=100' 5 OF 10 N, CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100455--SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON LOT H BUILDING --. —.— — — - L -- SOUTHERLY LINE OF BINDING SITE PLAN = NORTHERLY LINE OF LOT 7 OF CITY - OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 99-002 _ LOT K L_,. — WATER EASEMENT - RECORDING NO. 19990903000828 N 88'22'20" W ' FOUND 2" IRON PIPE FILLED WITH CONCRETE WITH FINISH NAIL, DOWN 0.7', IN CASE (SEPTEMBER 2015) - �- - - N 89'44'49" W 845.88' -' EAST CAMPUS CORPORATE PARK PARCEL 1 BINDING SITE PLAN VOLUME 197, PAGES 39-45 RECORDING NO. 1999091600IJ97 I A=2'28'07" L=30.16' N 86'49'21 " -w / TRACT C LOT L -� I GAS EASEMENT - RECORDING I NO. 19990817001304 �I TRUE POINT OF BEGINNING \V OF EXISTING PARCEL G - - WETLAND FA I i 491.10 N 89'05'51 " W 648.05 N 88'22'19" W 1491.17' (L) i �O i N 89'05'50" W 647.96' (L) J /TRACT E WETLAND FB Z Z U7 VACATED 32ND AVENUE S. - SEE KING COUNTY I o o ORDINANCE NO. 6801 DATED MAY 29, 1984 AND — w w RECORDED UNDER RECORDING NO. 8407180415 I N I AND PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINE _ NOTE: FORMER EASEMENT PER RECORDING I I Ld NO. 8010100959 WAS EXTINGUISHED BY RECORDING NO. 1990817001304 I I � I I 2 I I i I 4--100• 30.210 ACRES I� I < 48" (1,315,930 S.F.) / LOT LINE ESTABLISHED UPON THE RECORDING OF THIS BOUNDARY LINE ADJUSTMENT (TYPICAL) 1 48.120 ACRES (2,096,100 S.F.) N 9*2707" W 11.23' 40 WETLAND FD I I BUFFER I I / I )W,TLAND FF I / � I I I I I 6�R° _ I I 30, PARCEL G LOT 7 CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 99-002 RECORDING NO. 9905129004 MATCH LINE R=5p0 0' L=17g Q7 N 67'03'S3" W�i 40.58' I I SEE SHEET 8 I � �wM0). \ �6� >, b I \ (R) I I � I FOUND 3" x 3" CONCRETE MONUMENT WITH 1" BRASS DISC WITH PUNCH, DOWN 0.5' IN CASE (SEPTEMBER 2015) FOUND 3" x 3" CONCRETE MONUMENT WITH 1`" BRASS DISC WITH PUNCH, DOWN 0.3' IN CASE (SEPTEMBER 2015) RECORDING NO. VOL./PAGE 37Kll 8 SCALE: 1 inch = 100 ft. 0 50 100 150 200 250 PORTION OF SW 1 /4 NE 1 /4, SE 1 /4 NE 1 /4, NW 1 /4 SE 1 /4 AND NE 1 /4 SE 1 /4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1 /4 NW 1 /4 OF SECTION 15, T. 21 N., R. 4 E., W.M. w dN 00 o PrA N 89'44'36" W 2665.01' (ESM) - N 89'03'08" W 2665.35, (ESM) 15 S. 320TH STREET (PUBLIC RIGHT OF WAY) CALCULATED POSITION FROM PREVIOUS SURVEY BY ESM �- FOUND 3" X 3" CONCRETE MONUMENT WITH 1" BRASS DISC WITH PUNCH, DOWN 0.6' IN CASE FOUND 3.5" X 3.5" CONCRETE MONUMENT WITH 2" BRASS DISC WITH PUNCH, DOWN 0.65' IN CASE (SEPTEMBER 2015) 0=08'05'51" A=08'05'51" R=670.00' R=670.00' L=94.69' L=94.69' (L) FOUND 3" x 3" CONCRETE MONUMENT WITH 1" BRASS DISC WITH PUNCH, DOWN 0.3' IN CASE (SEPTEMBER 2015) CONSULTING ENGINEERS LLC 33400 8TH AVE. S. I ® I I I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivii.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture SEE LEGEND ON SHEET 4 OF 10 11. DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-06.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2017-10-20 1886-001-016 CHKD. BY SCALE SHEET C.A.F. I 1"=100' 6 0F 10 CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 17--100455-- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON w SEE LEGEND ON SHEET 4 OF 10 9 �!s N 88'20'53" W 2600.15' (ESM) 1386.83' (ESM) / — 1213.32' _ --9 10 (ESM} 1213.4' (R4) — '�6 15 FOUND 2" IRON PIPE / S. 320TH STREET FILLED WITH CONCRETE ( WITH TACK, DOWN 1.0', PUBLIC RIGHT OF WAY) IN CASE (SEPTEMBER 2015) FOUND 2" IRON PIPE FILLED WITH CONCRETE WITH FINISH NAIL, �- DOWN 0.7', IN CASE / (SEPTEMBER 2015) �Q NN ^o 0 0 et co o �• J 0 M 16 EXISTING LOT LINE TO REMAIN = SOUTH / LINE OF THE NORTHEAST 1/4 OF o SECTION 16 = SOUTHERLY LINE 0 RECORDING NO. SCALE: 1 inch = 100 ft. VOL./PAGE �2! - 7 q1 /1. 01 PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4 AND NE 1 /4 SE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1/4 NW 1/4 SEE SHEET 5 OF SECTION 15, T. 21 N., R. 4 E., W.M. WETLAND --�— MATCH LINE BUFFER WETLAND GB—N \ 30.210 ACRES 2 / / (1,315,930 S.F.) w 1 30 WETLAND ND 1 A/ l /, ► / PARCEL G / Flo LOT 7 rn � CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 99-002 ' 60' (� RECORDING NO. 9905129004 BUFFER WETLAND DG / WETL N 88-23'02" W 1 817.94 Z--�5NDWETLAND/ DH / OF LOT / \ Qr 7 OF CITY OF FEDERAL WAY BOUNDARY cr N� / / 1 0' LINE ADJUSTMENT NO. BLA 99-002 N IV / 9.3 I ry. O 1 / ti iu Co O rn p r�^ co w Q 45 z <N .74'09'14" W> 1 1 t 1 640.70' WETLAND DJ OFFER I WETLAND DF EXISTING LOT LINE = SOUTH LINE OF THE NORTHEAST 1/4 OF SECTION 16 = SOUTHERLY LINE OF LOT 7 OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 99-002 GUISHED UPON THE I RECORDING NE TO BE EOFNTHIS BOUNDARY LINE ADJUSTMENT Z J Q WEST OF RIGHT OF WAY / 21.179 ACRES / (922,550 S.F.) \ C 48.120 ACRES (2,096,100 S.F.) I / APPROXIMATE LOCATION OF OLYMPIC PIPE LINE EASEMENT WETLANDS o° W w U) l l PARCEL H AV ti h' 45' BUILDING UNPLA TTED NW 1/4 SE 1/4 AND GOV. LOT 1 OF \ SECTION 16 ,.a WETLAND AV 05 / N LOT LINE ESTABLISHED UPON _'J THE RECORDING OF THIS I BOUNDARY LINE ADJUSTMENT / / v (TYPICAL) 'P 0) CD OLnCn I I N O � -­;A�MATCH LINE SEE SHEET 9 CONSULTING ENGINEERS LLC 33400 8TH AVE. S. Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETT (425) 29'-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture SEE SHEET 10 DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-07.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C. A. F. /R. F. G. 2017-11— 01 1886-001— 016 CHKD. BY SCALE SHEET C.A.F. 1 "=100' 7 OF 10 CITY OF RECORDING NO. VOL./PAGE Federal W..ay Yll,? 0 SCALE: 1 inch = 100 ft. BOUNDARY LINE ADJUSTMENT 0 50 100 150 200 250 NO. 17-100455--SU PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4 AND SEE SHEET 5 NE 1/4 SE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1/4 NW 1/4 CITY OF FEDERAL WAY SEE SHEET 6 of SECTION 15, T. 21 N., R. 4 E., W.M. \ � � KING COUNTY, WASHINGTON " A=13'1R=1038'3838 I L=239.28 I 30' WETLAND BUFFER VACATED 32ND AVENUE S. - SEE KING COUNTY I `O �2 I o po 7 ORDINANCE N0. 6801 DATED MAY 29, 1984 AND — �- np MATCH LINE O RECORDED UNDER RECORDING NO. 8407180415 I o o AND I w w / FOUND 3" x 3" CONCRETE PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINE I N MONUMENT WITH 1" BRASS NOTE: FORMER EASEMENT PER RECORDING I ^ DISC WITH PUNCH, NO. 1199081170011304 NO. 8010100959 S EXTINGUISHED BY RECORDING I DOWN 0.5' IN CASE 10 w (SEPTEMBER 2015) w I� N Z N co v LOT 7 Q I CITY OF FEDERAL WAY BOUNDARY LINE ^ . 6. w ti ADJUSTMENT NO. SLA 99-002 , �, N w� RECORDING NO. 9905129004 0°' "' Nco Q "� O ZN ON Io 00 ���on z I o `�' Lt! a o z o C� I z LU v3otizC5 I Ip) N M ��O N 88'23'02" W 1817.94' ` I Q Wv to SEE LEGEND ON � 1464.57' ` _ m C N EXISTING LOT LINE =SOUTH LINE OF \ I 353.37' 6 152 gQ z SHEET 4 OF 10 THE NORTHEAST 1/4 OF SECTION 16 SOUTHERLY LINE OF LOT 7 OF CITY OF FOUND 4� X 4 CONCRETE MONUMENT FEDERAL WAY 80UNDARY LINE \ WITH 2" BRASS DISC WITH PUNCH, 0ADJUSTMENT NO. BLA 99-002 DOWN 0.7', IN CASE I z - LINE TO BE EXTINGUISHED UPON \ \ (SEPTEMBER 2015) �. I THE RECORDING OF THIS BOUNDARY o 30' 18 LINE ADJUSTMENT 6 I o 370.33' 00 FOUND 3" x 3" CONCRETE W O o >� PARCEL / W MONUMENT WITH 1" BRASS cli A DISC WITH PUNCH, W � N DOWN 0.6' IN CASE w N ,^� (SEPTEMBER 2015) rrnn �, UNPLATTED v, 1 N 2 I M M BUILDING W I o _____-N_ I 00 00 / 48.120 ACRES o _ — _ — N ^ I CO `O W (2,096,100 S.F.) z— rn / I w w / 16 SEWER EASEMENT GAS \�' O BUILDING EASEMENT 12 O 15' BUILDING SETBACK LINE I 12 ( PARCEL H UNPLATTED NW 1/4 SE 1/4 AND GOV I LOT 1 OF SECTION 16 -� MATCH LINE SEE SHEET 10 L00 / ob / N 88'23'02" W300.76' � I o zo/ / EXISTING LOT LINE I z/ / SANITARY SEWER EASEMENT 20 - LINE EXTINGUISHED UPON THE RECORDING " / OF THIS BOUNDARY r'I LINE ADJUSTMENT / CI / I / LU / x I of �) v ^op / N 78'23'54" E (R) VACATED 32ND AVENUE S. - SEE KING COUNTY ORDINANCE NO. 6801 DATED MAY 29, 1984 AND RECORDED UNDER RECORDING NO. 8407180415 3 EAST OF RIGHT OF WAY N + APPROXIMATELY 5.0 ACRES po N 89'05'29" W 45.00' o N 89'06'01" W 45.00' (L) 'b iry z z N 00'54'31 " E 97.00' r4PARCEL O O N 00'53'59" E 97.00' (L) ho H W w A p N 89'05'29" W 75.00' - N 89'06'01 " W 75.00' (L) `30• WETLAND BUFFER CONSULTING ENGINEERS L L C 33400 8TH AVE. S. (i I . 1 I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture YT DRAWING NAME:\ 1 886\00 1 \016-0010\SURVEY PLOTS\BLA2-08.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC o' z IDWN. BYCA.F./R.F.G. I DATE2017-11-01 1 JOB1886-001-016 CHKD. BY SCALE SHEET C.A.F. 1"=100' 8 0F 10 CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 17--100455— SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON n SEE LEGEND ON SHEET 4 OF 10 SEE SHEET 7 FOR ADDITIONAL INFORMATION co ?Q� / WETLAND as 00� 125' WETLAND Al SEE SHEET 7 / / / MATCH LINE 7 /-- / APPROXIMATE LOCATION OF 13 / OLYMPIC PIPE LINE EASEMENT O 3 WEST OF RIGHT OF WAY / 21.179 ACRES / mp (922,550 S.F.) WETLAND KH rn / / WETLAND KM Al / I �---� WETLAND KL / / l C'----VTTLAND KI WETLAND KJ WETLAND KK ` fir ---'WET / LAND AJ WETLAND ' KG WETLAND KF WETLAND KD --► .10, WETLAND AO l /� BUFFER Now - PARCEL H -I-" UNPLATTED / WETLAND NW 1/4 SE 1/4 AND GOV./ AG LOT 1 OF SECTION 16 60' BUFFER / BG�0"' F� WETLAND BR WETLAND ����9- AG 0J� I RECORDING NO. SCALE: 1 inch = 100 ft. VOL/PAGE 11111 —���� PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4 AND NE 1/4 SE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1/4 NW 1/4 OF SECTION 15, T. 21 N., R. 4 E., W.M. w LOT LINE ESTABLISHED UPON J THE RECORDING OF THIS BOUNDARY LINE ADJUSTMENT Q I (TYPICAL) 600, BUFFER > \WETLAN D AH 1 "- WETLAND AF -- WETLAND AE I 1 48.120 ACRES (2,096,100 S.F.) 60' INGRESS, EGRESS AND UTILITIES EASEMENT RECORDING NO. 3s�oo 41, O T- A_ WETLAND / J I / N 88' 19 11 " W 1348.40' M o J / BS SOUTH ;co n EXISTING LINE = SOUTH LINE OF ,( THE NW 1/4 OF THE SE 1/4 AND SOUTH LINE OF GOV. LOT 1 OF Uj Q SECTION 16 = NORTH LINE OF LOT 33 STATE PLAT Ld Z) 0 I LOT 39 o as l / , PARCEL Q Do IN><I / LOT 32 STATE PLAT OF I— W W I Ill UJ 0 SECTION 76, T, 21 N., R. 4 E., W.M. I I / l Il l I VOLUME 41, PAGES 30-32 J O 20 SEWER EASEMENT 1 4>1 -4-41 L — — — — S. 333RD STREET _ 7 -(VACATED RIGHT OF WAY) 1251 / LOT 37 I LOT 34 5A��.- -(`� o _ ------ SEE SHEET 4 FOR ADDITIONAL INFORMATION lQv A=72'59'47" R=596.24' L=759.62' DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-09.DWG CONSULTING ENGINEERS L L C BOUNDARY LINE ADJUSTMENT I I 33400 sTH AVE. S. ® Suite 205 PREPARED FOR Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 FEDERAL WAY CAMPUS, LLC www.esmcivil.com EVERM (425) 297-9900 DWN. BY DATE Civil Engineering Land Surveying Land Planning C.A.F./R.F.G. 2017-11-01 Public Works Project Management Landscape Architecture CHKD. BY SCALE C. A. F. 1 "=100' 10� JOB NO. 1886-001-016 SHEET 9 of 10 Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100455-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON n SEE SHEET 8 °F5:37.43'27" RECORDING N0. VOL./PAGE 3 7q22 SCALE: 1 inch = 100 ft. 0 50 100 150 200 250 PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4 AND NE 1/4 SE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1/4 NW 1/4 OF SECTION 15, T. 21 N., R. 4 E., W.M. R=1200.00 Sp, N 89'05'29" W 75.00' L=790.09' N 89'06'01 " W 75.00 (L) MATCH LINE a w J .�`P V ,� . ,n 1 O. tp ,� ,yh �O. V '0.o o 60' INGRESS, EGRESS i �J O�� O OHO z z AND UTILITIES EASEMENT / Q. a G� �G 05 �� / - RECORDING NO. N 84'38'11" 48.120 ACRES Q` ,�P ��, �-� O `1' i� (2,096,100 S.F.)Jz' / 20 84.08' PARCEL H UNPLA TTED NW 1/4 SE 1/4 AND. GOV. LOT 1 OF SECTION 16 LOT LINE ESTABLISHED UPON THE RECORDING OF THIS BOUNDARY ILINE ADJUSTMENT {TYPICAL) SEE LEGEND ON 4 °�,. SHEET 4 OF 10 W p_7r4slo q R 60.0 �/ f �=75 0 ��sr• P�. �� W v! °=83'23'43" R=350'OO N 50'39'33" W 6p O19 � I 37.25'� LU °=01'55'30" W3 I R=1257.00' WEST OF RIGHT OF WAY N 52'35'03" W (R) L=42.23' 21.179 ACRES 19.00' (922,550 S.F.) °=03'31'01" R=1238.00' N 88' 19' 1 1" W 1348.40' L=75.99' co LO 0 0 w w VV) / N84'2012"W N 1933'33" E SE EWER 120.42' (L) 34.75' WEST LINE N 14'50'51 " E 1-1 o1,�pgyp, / / OF WETLAND 31.55' O / / BD NORTH >V' �p Op /06 , �' / N 23'47'48" E 68.08' N1��� `� • /3 / EAST OF RIGHT F WAY THE LOCATION OF THE SHORELINE OF NORTH LAKE APPROXIMATELY 5.0 ACRES N 6'00'29 IS SHOWN FOR PROPERTY BOUNDARY PURPOSES E AND NOT FOR CRITICAL AREAS/SHORELINE (SMA) p , BOO /�1� //Rp A2 O. 100' 88 . 68' REGULATORY PURPOSES, AND HAS NOT BEEN `��• / �' `�9• BUFFER VERIFIED BY THE CITY OF FEDERAL WAY i \� / •hrO, pXs PARCEL H N 28'36'54" E 68.59' / FOUND 3" x 3" CONCRETE UNPLATTED N 22'20'40" E / MONUMENT WITH 1" BRASS DISC 41.36' WITH PUNCH, DOWN 0.6' IN CASE (SEPTEMBER 2015) „ / )A S2 + N 10 06 33 E S), / 00'? WETLAND 79.32 BD / 8V ��zr ��J NORTH N 19'S6'27" W O / O' 39(33b ��,Q N 88' 19' 1 1 " W 570.29' �G,��. �r=MEN� LOT 39 LOT 40 � r \ � 0- `o EXISTING LINE = SOUTH LINE OF p ii i� DIG, THE NW 1/4 OF THE SE 1/4 AND v \ O -i ( 0 SOUTH LINE OF GOV. LOT 1 Of SEWER EASEMENT 20 0 X SECTION 16 = NORTH LINE OF N 53'50'34" W (R STATE PLAT / 38' — = I z STATE PLAT OF / Ohm SECTION 16, T, 21 N., R. 4 E, W.M. / / n 10 VOLUME 41, PAGES 30-32 / WETLAND I DI / LOT 40 BN �I i / STATE I PLAIT OF SEWER EASEMENT / SECTION 16, T, 21 N., R. 4 E., W.M. / VOLUME 41, PAGES 30-32 20 // tip, / S. 333RD STREET (VACATED RIGHT OF WAY) S. 333RD STREET (VACATED RIGHT OF WAY) / -77 LOT 41 / LOT 53 WETLAND PG(BJ) LOT 52 LOT 51 LOT 50 48.12' _N 1 T22' 15" W 45.88' EXISTING LINE = SOUTH LINE OF THE NW 1/4 OF THE SE 1/4 AND SOUTH LINE OF GOV. LOT 1 OF SECTION 16 = NORTH LINE OF STATE PLAT CONSULTING ENGINEERS LLC 33400 8TH AVE. S. ( ® I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-10.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2017-11-01 1886-001-016 CHKD. BY SCALE SHEET C.A.F. 1"=100' 10 OF 10 .� CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 17--100455- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON AUTHORIZATION THIS BOUNDARY LINE ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS OF THE AFFECTED PROPERTIES. FEDERAL WAY CAMPUS, LLC A DELAWARE LIMITED LIABILITY COMPANY DATE PRINTED NAME: T.C. MESSMER VICE PRESIDENT — SPECIAL PROJECTS BY: ACKNOWLEDGMENT STATE OF WASHINGTON dUNTY OF KING SS ON THIS DAY OF , 2017, BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, PERSONALLY APPEARED T.C. MESSMER, TO ME KNOWN TO BE THE VICE PRESIDENT - SPECIAL PROJECTS OF FEDERAL WAY CAMPUS, LLC, THE LIMITED LIABILITY COMPANY THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID LIMITED LIABILITY COMPANY FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. SIGNATURE OF NOTARY PUBLIC PRINTED NAME DATED MY APPOINTMENT EXPIRES RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ........... DAY OF ................. 2017 AT .... M IN BOOK.......... OF..................AT PAGE......... AT THE REQUEST OF ................ I................ ....................................... MANAGER SUPT. OF RECORDS APPROVALS: CITY OF FEDERAL WAY EXAMINED AND APPROVED THIS DAY OF 2017. DEPUTY PUBLIC WORKS DIRECTOR EXAMINED AND APPROVED THIS DAY OF , 2017 COMMUNITY DEVELOPMENT DIRECTOR EXISTING LEGAL DESCRIPTIONS PARCEL G (162104-9056-07) KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ASSESSOR DEPUTY ASSESSOR DAY OF , 2017. 162104-9056-07, 162104-9013-09 AND 162104-9030-08 ACCOUNT NUMBER PORTIONS OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 15 AND OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 15, SAID POINT BEING A 2 INCH IRON PIPE FILLED WITH CONCRETE WITH A TACK, IN A CASE, PER THAT RECORD OF SURVEY RECORDED UNDER RECORDING NO. 9705229013, IN KING COUNTY, WASHINGTON; THENCE ALONG THE WESTERLY LINE OF SAID SECTION SOUTH 00"41'47" WEST, 1520.70 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 88'22'19" WEST 1491.17 FEET TO THE EASTERLY MARGIN OF INTERSTATE 5; THENCE ALONG SAID EASTERLY MARGIN, SOUTH 16'39'28" WEST 262.30 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, NORTH 73'20'32" WEST 25.00 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, SOUTH 16'39'28" WEST 905.14 FEET TO THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 16; THENCE ALONG SAID SOUTH LINE, SOUTH 88'23'14" EAST 1819.12 FEET TO THE WESTERLY MARGIN OF 32ND AVENUE SOUTH (AKA WEYERHAEUSER WAY SOUTH); THENCE ALONG SAID WESTERLY MARGIN, NORTH 09'37'30" EAST 252.33 FEET TO A POINT OF CURVATURE; THENCE ALONG SAID WESTERLY MARGIN, NORTHEASTERLY 729.84 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 1030.00 FEET THROUGH A CENTRAL ANGLE OF 40'35'55" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, NORTH 50'13'25" EAST 275.46. FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 94.69 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 670.00 FEET, THROUGH A CENTRAL ANGLE OF 08'05'51 "; THENCE NORTH 89'05'50" WEST 647.96 FEET TO THE TRUE POINT OF BEGINNING; (ALSO KNOWN AS LOT 7 OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 99-002, RECORDED UNDER RECORDING NO. 9905129004). PARCEL H (162104-9013-09) GOVERNMENT LOT 1, SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF VACATED 32ND AVENUE SOUTH ADJOINING; AND TOGETHER WITH THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE EASTERLY MARGIN OF SR 5 (P.S.H. #1); EXCEPT THE NORTH 320 , WEST 340.33 FEET OF THE EAST 370.33 FEET; a AND EXCEPT BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 16; THENCE SOUTH 00'53'59" WEST ALONG THE EAST LINE OF GOVERNMENT LOT 1 A DISTANCE OF 668.34 FEET TO THE MEANDER CORNER OF NORTH LAKE AND THE TRUE POINT OF BEGINNING; THENCE SOUTH ALONG SAID EAST LINE 182 FEET TO A POINT ON THE SHORE LINE OF NORTH LAKE; THENCE NORTH 84!20'12" WEST 120.42 FEET; THENCE NORTH 00'53'59" EAST 140 FEET; THENCE SOUTH 89'06'01 " EAST 75 FEET; THENCE NORTH 00'53'59" EAST 97 FEET; THENCE SOUTH 89'06'01 " EAST 45 FEET; THENCE SOUTH 00'53'59" WEST 65 FEET TO THE POINT OF BEGINNING; EXCEPT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED SEPTEMBER 15, 1978 UNDER RECORDING NO. 7809150862 FOR 32ND DRIVE SOUTH; AND EXCEPT THAT PORTION CONVEYED TO CITY OF FEDERAL WAY, A WASHINGTON CORPORATION BY DEED RECORDED SEPTEMBER 17, 2003 UNDER RECORDING NO, 20030917000738. PARCEL 1 (162104-9030-08) THE NORTH 320 FEET OF THE WEST 340.33 FEET OF THE EAST 370.33 FEET OF GOVERNMENT LOT 1, SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON LYING WEST OF THE WEST LINE OF 32ND DRIVE SOUTH; TOGETHER WITH THAT PORTION OF VACATED 32ND AVENUE SOUTH ADJOINING; EXCEPT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED SEPTEMBER 15, 1978 UNDER RECORDING NO. 7809150862 FOR 32ND DRIVE SOUTH. LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION I CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND ST�TUTE AND ORDINANCE IN JANUARY, 2017. ...................... ZACHAR T. ENNON CERTIFI ATE 0. 44925 Poo Dept. of C©rilmunity Q • '"'; Permit # RECORDING NO. SCALE: N/A VOL./PAGE PORTION OF SW 1 /4 NE 1 /4, SE 1 /4 NE 1 /4, NW 1 /4 SE 1 /4 AND NE 1 /4 SE 1 /4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1 /4 NW 1 /4 OF SECTION 15, T. 21 N., R. 4 E., W.M. VICINITY MAP SCALE: 1 "=4500' S 320TH ST N Cn U <� PARK 5 SITE S 336TH ST E E a w 18 PARK D S 342ND ST rn w3 S 348TH ST 161 N a PARK LAKE LAKE GENEVA 99 KILARNEY S 352ND ST S 356TH ST SECTION SUBDIVISION LOCATOR �m CONSULTING ENGINEERS 33400 8TH AVE. S. I G Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivii.com EYERETi (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture RESUBMITTED OCT 24 2017 CITY OF FEDERAL WAY 0 COMMUNITY DEVELOPMENT Q _I DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-01.DWG O BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2017-04-06 1886-001-016 CHKD. BY SCALE SHEET C.A.F. N/A 1 OF 10 CIT 4:��AL Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100455-- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON NEW LEGAL DESCRIPTIONS LOT 1 THAT PORTION OF SECTIONS 15 AND 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWESTERLY CORNER OF THE EAST CAMPUS CORPORATE PARK PARCEL 1 BINDING SITE PLAN AS RECORDED IN VOLUME 191 OF PLATS, PAGES 39 THROUGH 45, INCLUSIVE, UNDER KING COUNTY RECORDING NO. 19990916001397, ALSO BEING A POINT ON THE SOUTHEASTERLY MARGIN OF INTERSTATE 5; THENCE ALONG SAID SOUTHEASTERLY MARGIN, S 16'39'34" W, 262.01 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, N 73'20'26" W, 25.00 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, S 16'39'34" W, 744.00 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, SOUTHWESTERLY 530.85 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 11,335.00 FEET, THROUGH A CENTRAL ANGLE OF 02'41'00" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, S 13'58'34" W, 983.01 FEET TO THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 16; THENCE ALONG SAID SOUTH LINE AND THE SOUTH LINE OF GOVERNMENT LOT 1 OF SECTION 16, S 88' 19' 11 " E, 1348.40 FEET TO A POINT OF CURVATURE ON THE NORTHWESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH; THENCE ALONG SAID NORTHWESTERLY MARGIN, NORTHEASTERLY 75.99 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1238.00 FEET, THE RADIUS POINT OF WHICH BEARS S 56'06'04" E, THROUGH A CENTRAL ANGLE OF 03'31'01 "; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, N 52'35'03" W, 19.00 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, NORTHEASTERLY 42.23 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1257.00 FEET, THE RADIUS POINT OF WHICH BEARS S 52'35'03" E, THROUGH A CENTRAL ANGLE OF 01'55'30"; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, N 50'39'33" W, 15.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING N 50'3.9'33" W, 37.25 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY 39.60 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 480.00 FEET, THROUGH A CENTRAL ANGLE OF 04'43'38" TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY 75.14 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 71'45'10 TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY 509.43 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 83'23'43" TO A POINT OF COMPOUND CURVATURE; THENCE NORTHWESTERLY 450.72 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 655.00 FEET, THROUGH A CENTRAL ANGLE OF 39'25'36" TO A POINT OF COMPOUND CURVATURE; THENCE NORTHERLY 267.17 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 490.00 FEET, THROUGH A CENTRAL ANGLE OF 31'14'24" TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY 109,54 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 515.00 FEET, THROUGH A CENTRAL ANGLE OF 12'11'11" TO A POINT OF TANGENCY; THENCE N 2411'27" E, 710.81 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 297.69 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1525.00 FEET, THROUGH A CENTRAL ANGLE OF 11-11'04" TO A POINT OF COMPOUND CURVATURE; THENCE NORTHEASTERLY 325.03 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 535.00 FEET, THROUGH A CENTRAL ANGLE OF 34'48'34" TO A POINT OF COMPOUND CURVATURE; THENCE EASTERLY 595.57 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 340.00 FEET, THROUGH A CENTRAL ANGLE OF 100'21'48" TO A POINT OF TANGENCY; THENCE S 09'27'07" E, 11.23 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY 81.34 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 77'40'28" TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY 175.07 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 20'03'42" TO A POINT OF TANGENCY; THENCE S 67'03'53" E, 40.58 FEET TO A POINT OF CURVATURE ON SAID NORTHWESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH: THENCE ALONG SAID NORTHWESTERLY MARGIN, SOUTHWESTERLY 239.28 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1030.00 FEET, THE RADIUS POINT OF WHICH BEARS S 67'03'53" E, THROUGH A CENTRAL ANGLE OF 13'18'38" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, S 09'37'29" W, 484,24 FEET TO A POINT OF CURVATURE; NEW LEGAL DESCRIPTIONS LOT 1 CONTINUED THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, SOUTHWESTERLY 770.34 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1170.00 FEET, THROUGH A CENTRAL ANGLE OF 37'43'27" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, S 47'20'56" W, 141.77 FEET; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, N 42'39'04" W, 7.00 FEET; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, S 4T20'56" W, 141.29 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, SOUTHWESTERLY 58.71 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1237.00 FEET, THROUGH A CENTRAL ANGLE OF 02'43'10"; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, N 45*22'14" W. 7.00 TO A POINT OF CURVATURE; THAT PORTION OF SECTIONS 15 AND 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, SOUTHWESTERLY 43.31 FEET ALONG THE FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1244.00 FEET, THE RADIUS POINT OF WHICH BEARS S 45'22'14" E, THROUGH A CENTRAL ANGLE OF 01*59*41"; COMMENCING AT THE SOUTHWESTERLY CORNER OF THE EAST CAMPUS CORPORATE PARK PARCEL 1 BINDING SITE PLAN AS RECORDED IN VOLUME 191 OF PLATS, PAGES 39 THROUGH 45, INCLUSIVE, THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, N 47'21'55" W, 28.00 FEET TO A POINT UNDER KING COUNTY RECORDING NO. 19990916001397, ALSO BEING A POINT ON THE OF CURVATURE; SOUTHEASTERLY MARGIN OF INTERSTATE 5; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, SOUTHWESTERLY 73.13 FEET ALONG THE THENCE ALONG SAID SOUTHEASTERLY MARGIN, S 16-39-34" W, 262.01 FEET; ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1272.00 FEET, THE RADIUS POINT OF WHICH BEARS S 47'21'55" E, THROUGH A CENTRAL ANGLE OF 03'17'38" TO THE TRUE THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, N 73'20'26" W, 25.00 FEET; POINT OF BEGINNING. THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, S 16'39'34" W, 744.00 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, SOUTHWESTERLY 160.90 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 11,335.00 FEET, THROUGH A CENTRAL ANGLE OF 00'48'48" TO THE SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 16 (ALSO KNOWN AS THE SOUTHERLY LINE OF LOT 7 OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 99-002 AS RECORDED UNDER RECORDING NO. 9905129004), BEING A POINT ON SAID CURVE AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, SOUTHWESTERLY 369.95 FEET ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 11,335.00 FEET, THROUGH A CENTRAL ANGLE OF 01'52'12" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, S 13'58'34" W, 983.01 FEET TO THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 16; THENCE ALONG SAID SOUTH LINE AND THE SOUTH LINE OF GOVERNMENT LOT 1 OF SECTION 16, S 88'19'11" E, 1348.40 FEET TO A POINT OF CURVATURE ON THE NORTHWESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH; THENCE ALONG SAID NORTHWESTERLY MARGIN, NORTHEASTERLY 75.99 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1238.00 FEET, THE RADIUS POINT OF WHICH BEARS S 56'06'04" E, THROUGH A CENTRAL ANGLE OF 03'31'01 "; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, N 52'35'03" W, 19.00 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, NORTHEASTERLY 42.23 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1257.00 FEET, THE RADIUS POINT OF WHICH BEARS S 52'35'03" E, THROUGH A CENTRAL ANGLE OF 01'55'30"; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, N 50'39'33" W, 15.00 FEET; THENCE CONTINUING N 5939'33" W, 37.25 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY 39.60 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 480.00 FEET, THROUGH A CENTRAL ANGLE OF 04'43'38" TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY 75.14 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 71.45-10 TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY 509.43 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 83'23'43" TO A POINT OF COMPOUND CURVATURE; THENCE NORTHWESTERLY 450.72 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 655.00 FEET, THROUGH A CENTRAL ANGLE OF 39'25'36" TO A POINT OF -COMPOUND CURVATURE; THENCE NORTHERLY 267.17 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 490.00 FEET, THROUGH A CENTRAL ANGLE OF 31'14'24" TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY 109.54 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 515.00 FEET, THROUGH A CENTRAL ANGLE OF 12'11'11" TO A POINT OF TANGENCY; THENCE N 24'11'27" E, 301.93 FEET TO SAID SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 16; CONTAINING 2,096,100 SQUARE FEET (48.120 ACRES), MORE OR LESS. LOT 2 THAT PORTION OF SECTIONS 15 AND 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWESTERLY CORNER OF THE EAST CAMPUS CORPORATE PARK PARCEL 1 BINDING SITE PLAN AS RECORDED IN VOLUME 191 OF PLATS, PAGES 39 THROUGH 45, INCLUSIVE, UNDER KING COUNTY RECORDING NO. 19990916001397, ALSO BEING A POINT ON THE SOUTHEASTERLY MARGIN OF INTERSTATE 5; THENCE ALONG SAID SOUTHEASTERLY MARGIN, S 16'39'34" W, 262.01 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, N 73'20'26" W, 25,00 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, S 16'39'34" W, 744.00 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, SOUTHWESTERLY 160.90 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 11,335.00 FEET, THROUGH A CENTRAL ANGLE OF 00'48'48" TO THE SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 16 (ALSO KNOWN AS THE SOUTHERLY LINE OF LOT 7 OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 99-002 AS RECORDED UNDER RECORDING NO. 9905129004); THENCE ALONG SAID SOUTH LINE, S 88'23'02" E, 640.70 FEET; THENCE N 24'11'27" E, 408.88 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 297.69 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1525.00 FEET, THROUGH A CENTRAL ANGLE OF 11'11'04" TO A POINT OF COMPOUND CURVATURE; THENCE NORTHEASTERLY 325.03 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 535.00 FEET, THROUGH A CENTRAL ANGLE OF 34'48'34" TO A POINT OF COMPOUND CURVATURE; THENCE EASTERLY 595.57 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 340.00 FEET, THROUGH A CENTRAL ANGLE OF 100'21'48" TO A POINT OF TANGENCY; THENCE S 09'27'07" E, 11.23 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY 81.34 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 77'40'28" TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY 175.07 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 20'03'42" TO A POINT OF TANGENCY; THENCE S 6T03'53" E, 40.58 FEET TO A POINT OF CURVATURE ON SAID NORTHWESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH: THENCE ALONG SAID NORTHWESTERLY MARGIN, NORTHEASTERLY 490.55 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1030.00 FEET, THE RADIUS POINT OF WHICH BEARS S 67'03'53" E. THROUGH A CENTRAL ANGLE OF 27'17'17" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, N 50'13'24" E, 275.46 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, NORTHEASTERLY 94.70 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 670.00 FEET, THROUGH A CENTRAL ANGLE OF 08'05'53" TO THE SOUTHERLY LINE OF SAID EAST CAMPUS CORPORATE PARK PARCEL 1 BINDING SITE PLAN; THENCE ALONG SAID SOUTHERLY LINE, N 89'05'51" W, 648.05 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY LINE, N 88'22'20" W, 1491.10 FEET TO THE POINT OF BEGINNING. CONTAINING 1,315,930 SQUARE FEET (30.210 ACRES), MORE OR LESS. T. .® RECORDING NO. SCALE: N/A VOL/PAGE PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4 AND NE 1/4 SE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1/4 NW 1/4 OF SECTION 15, T. 21 N., R. 4 E., W.M. NEW LEGAL DESCRIPTIONS LOT 3 THENCE ALONG SAID SOUTH LINE, N 88'23'02" W, 640.70 FEET TO THE TRUE POINT OF BEGINNING; LEGAL DESCRIPTION CONTINUED ON SHEET .3 .1m CONSULTING ENGINEERS LLC f�f�ff 33400 8TH AVE. S.. Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERErr (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-02.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC OWN BY DATE 1 OATE C.2017-04-05 (JOB 1886-001-016 CHKD. BY C.A.F. SCALE N/A SHEET 2 OF 10 Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100455- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON NEW LEGAL DESCRIPTIONS LOT 3 CONTINUED FROM SHEET 2 TOGETHER WITH THAT PORTION OF SAID SECTION 16, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 16; THENCE ALONG THE EAST LINE OF SAID SECTION, S 00-54-31" W, 280.07 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EAST LINE, S 00'54'31" W, 323.27 FEET; THENCE N 89'05'29" W, 45.00 FEET; THENCE S 00'54'31" W, 97.00 FEET; THENCE N 89'05'29" W, 75.00 FEET; THENCE S 00'54'31" W, 140.00 FEET; THENCE S 84*38'11" E, 84.08 FEET TO THE SHORELINE OF NORTH LAKE; THENCE ALONG SAID SHORELINE, THE FOLLOWING COURSES: S 10'33'33" W, 34.75 FEET; S 14'50'51" W, 31,55 FEET; S 23'47'48" W, 68.08 FEET: S 26'00'29" W, 88.68 FEET; S 28'36'54" W, 68.59 FEET; S 22'20'40" W, 41.36 FEET; S 10'06'33" W, 79.32 FEET; S 19'56'27" E, 48.12 FEET; S 17*22'15" E, 45.88 FEET TO THE NORTHERLY LINE OF :H.A7 STATE FLAT OF SAID SECTION 16 AS RECORDED IN VOLUME 41 OF PLATS, PAGES 30 THROUGH 32, INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON; THENCE ALONG SAID NORTHERLY LINE, N 88'19'11" W, 570.29 FEET TO A POINT OF CURVATURE ON THE EASTERLY MARGIN OF WEYERHAEUSER WAY SOUTH; THENCE ALONG SAID EASTERLY MARGIN, NORTHEASTERLY 227.76 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1166.00 FEET, THE RADIUS POINT OF WHICH BEARS S 53'50'34" E, THROUGH A CENTRAL ANGLE OF 11'11'30" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 47'20'56" E, 141.29 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 42'39'04" W. 4.00 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 47'20'56" E, 141.77 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, NORTHEASTERLY 767.41 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1230.00 FEET, THROUGH A CENTRAL ANGLE OF 3544'50" TO THE TRUE POINT OF BEGINNING. CONTAINING 26.2 ACRES, MORE OR LESS, WITH THE PORTION WESTERLY OF WEYERHAEUSER WAY S. BEING 922,550 S.F. (21.179 ACRES) MORE OR LESS AND WITH THE PORTION EASTERLY OF WEYERHAEUSER WAY S. BEING APPROXIMATELY 5.0 ACRES. EXCEPTIONS FROM THE TITLE REPORT LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM FIRST AMERICAN TITLE INSURANCE COMPANY SIXTH SUBDIVISION GUARANTEE NO. NCS-813236-WA1 DATED SEPTEMBER 11, 2017. IN PREPARING THIS BOUNDARY LINE ADJUSTMENT, ESM CONSULTING ENGINEERS, L.L.0 HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 1-3. SUBJECT TO GENERAL AND SPECIAL TAXES FOR TAX ACCOUNT NOS. 162104-9056-07, 162104-9013-09, AND 162104-9030-08. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCELS G, H AND 1) 4. THIS EXCEPTION WAS INTENTIONALLY DELETED FROM THE TITLE REPORT. 5. SUBJECT TO POTENTIAL CHARGES FOR THE KING COUNTY SEWAGE TREATMENT CAPACITY CHARGE AS AUTHORIZED UNDER RCW 35.58 AND KING COUNTY CODE 28.84.050. SAID CHARGES COULD APPLY FOR ANY PROPERTY THAT CONNECTED TO THE KING COUNTY SEWER SERVICE AREA ON OR AFTER FEBRUARY 1, 1990. EXCEPTION CANNOT BE PLOTTED (AFFECTS ALL PARCELS) 6. SUBJECT TO FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION CHARGES AND LATECOMER CHARGES FOR WATER OR SEWER FACILITIES OF FEDERAL WAY WATER AND SEWER DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8905120210. EXCEPTION CANNOT BE PLOTTED. (AFFECTS ALL PARCELS) 7. SUBJECT TO THOSE EASEMENT RIGHTS AND MAINTENANCE FOR UTILITIES WHICH MAY HAVE BEEN GRANTED IN STREETS AND ALLEYS PRIOR TO THE VACATIONS OF SAID STREETS AND ALLEYS. VACATED STREETS HAVE BEEN DEPICTED HEREIN. (AFFECTS ALL PARCELS) 8. SUBJECT TO THAT EASEMENT FOR OVERHEAD ELECTRICAL FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 2678839. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. NOTE: THIS EASEMENT IS FOR A SINGLE LINE OF POLES EXISTING IN 1931. (AFFECTS PARCEL G) 9. SUBJECT TO THOSE PROVISIONS FOR THE FIXING THE LEVEL OF NORTH LAKE AND THE TERMS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 385515. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL H) 10. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 4980400. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCELS H AND 1) 11. THIS EXCEPTION WAS INTENTIONALLY DELETED FROM THE TITLE REPORT. 12. SUBJECT TO THAT EASEMENT FOR GAS FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO WASHINGTON NATURAL GAS COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5623093. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL 1) 13. SUBJECT TO THAT EASEMENT FOR PIPE LINE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO OLYMPIC PIPE LINE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6567596. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. FIELD LOCATED GAS MARKERS DO NOT FALL IN EASEMENT. (AFFECTS PARCELS G AND H) 14. SUBJECT TO THAT EASEMENT FOR SLOPES FOR CUTS AND FILLS AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY AS CONTAINED IN THAT WARRANTY DEED RECORDED UNDER RECORDING NO. 7809150862. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SAID EASEMENT IS FOR PROPERTY ADJOINING THE INTERSECTION OF S. 336TH STREET AND 32ND AVENUE S. (AKA WEYERHAEUSER WAY) AND ADJOINING 32ND AVENUE S. FROM S. 336TH STREET TO S. 320TH STREET. SAID DEED ALSO RESERVED FOR THE BENEFIT OF THE WEYERHAEUSER COMPANY AN EASEMENT FOR POWER AND AN EASEMENT FOR LANDSCAPING WITHIN THE RIGHT OF WAY CONVEYED. (AFFECTS ALL PARCELS) 15. SUBJECT TO THAT EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY WATER DISTRICT NO. 124 AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8007080485. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SAID EASEMENT IS 10 FEET WIDE, LYING 5 FEET ON EACH SIDE OF THE WATER FACILITIES AS CONSTRUCTED. (AFFECTS ALL PARCELS) 16. SUBJECT TO THAT EASEMENT FOR SANITARY SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO LAKEHAVEN SEWER DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8010140816. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS ALL PARCELS) 17. SUBJECT TO THAT AGREEMENT REGARDING SANITARY SEWER AND THE TERMS AND CONDITIONS THEREOF GRANTED TO FEDERAL WAY WATER AND SEWER DISTRICT AND THE WEYERHAEUSER COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9402182159. EXCEPTION CANNOT BE PLOTTED. THE LIEN CREATED IN PARAGRAPH 26 OF SAID AGREEMENT WAS RELEASED BY THAT INSTRUMENT RECORDED UNDER RECORDING NO. 9512261712. EXCEPTION CANNOT BE PLOTTED. (AFFECTS ALL PARCELS) 1 RECORDING NO. SCALE: N/A VOL/PAGE PORTION OF SW 1 /4 NE 1 /4, SE 1 /4 NE 1 /4, NW 1 /4 SE 1 /4 AND NE 1 /4 SE 1/40F SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1 /4 NW 1 /4 OF SECTION 15, T. 21 N., R. 4 E., W.M. EXCEPTIONS FROM THE TITLE REPORT 18. SUBJECT TO CITY OF FEDERAL WAY ORDINANCE NO. 94-219 REGARDING ANNEXATION AND ZONING AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9410260933 AND THAT MODIFICATION THEREOF RECORDED UNDER RECORDING NO. 20030513002214. EXCEPTION CANNOT BE PLOTTED. (AFFECTS ALL PARCELS) 19. SUBJECT TO THOSE RESTRICTIONS, COVENANTS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS, AND PROVISIONS, IF ANY, AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 99-0002 AS RECORDED UNDER RECORDING NO. 9905129004. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL G) 20. SUBJECT TO THAT EASEMENT FOR SANITARY SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO LAKEHAVEN UTILITY DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 19990903000827. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL H) 21-23. NOT REPORTED HEREIN 24. SUBJECT TO RIGHTS OF THE GENERAL PUBLIC TO THE UNRESTRICTED USE OF ALL THE WATERS OF A NAVIGABLE BODY OF WATER NOT ONLY FOR THE PRIMARY PURPOSE OF NAVIGATION, BUT ALSO FOR COROLLARY PURPOSES; INCLUDING (BUT NOT LIMITED TO) FISHING, BOATING, BATHING, SWIMMING, WATER SKIING AND OTHER RELATED RECREATIONAL PURPOSES, AS THOSE WATERS MAY AFFECT THE TIDELANDS, SHORELANDS OR ADJOINING UPLANDS AND WHETHER THE LEVEL OF THE WATER HAS BEEN RAISED NATURALLY OR ARTIFICIALLY TO A MAINTAINED OR FLUCTUATING LEVEL, ALL AS FURTHER DEFINED BY THE DECISIONAL LAW OF THIS STATE. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL H) 25. SUBJECT TO SUCH RIGHTS AND EASEMENTS FOR NAVIGATION AND FISHERY WHICH MAY EXIST OVER THAT PORTION OF SAID LAND LYING BENEATH THE WATER OF NORTH LAKE. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL H) 26. SUBJECT TO 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. EXCEPTION CANNOT BE PLOTTED. (AFFECTS ALL PARCELS) 27-50. INTENTIONALLY DELETED FROM TITLE REPORT. 51. SUBJECT TO THAT EASEMENT FOR SLOPES AND THE TERMS AND CONDITIONS THEREIN GRANTED TO KING COUNTY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8406060941. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SAID EASEMENT IS FOR PROPERTY ADJOINING S. 336TH STREET AND 32ND DRIVE SOUTH. 52-54. INTENTIONALLY DELETED FROM TITLE REPORT. NOTES 1. LOCATIONS OF BUILDINGS AND IMPROVEMENTS AS DEPICTED HEREIN ARE FROM THAT MAP PREPARED BY DEGROSS AERIAL MAPPING IN NOVEMBER, 2015. SAID MAP WAS COMPILED TO MEET ASPRS STANDARDS FOR CLASS 1 MAPPING ACCURACY AT THE SCALE OF 1" = 50 FEET. 2. INTERIOR ROADS ARE PRIVATE. 3. EXISTING WETLANDS AND BUFFERS AS DEPICTED HEREIN WERE DELINEATED AND CLASSIFIED BY TALASEA CONSULTANTS, INC. AS DEFINED IN THAT "EXISTING CONDITIONS REPORT TECH CENTER BOUNDARY LINE ADJUSTMENT (PARCELS G, H & 1) - FEDERAL WAY CAMPUS, LLC - FEDERAL WAY, WASHINGTON" DATED MARCH 29, 2017 AND REVISED SEPTEMBER 1, 2017. AREAS PRIOR TO ADJUSTMENT PARCEL G 48.014 ACRES 2,091,470 S.F. PARCEL H APPROXIMATELY 55 ACRES (SEE BREAKDOWN BELOW) PORTION WEST OF WEYERHAEUSER WAY S. 49.081 ACRES 2,137,980 S.F. PORTION EAST OF WEYERHAEUSER WAY S. = APPROXIMATELY 6 ACRES PARCEL 1 2.413 ACRES 105,130 S.F. AREAS AFTER ADJUSTMENT LOT 1 48.120 ACRES 2,096,100 S.F. LOT 2 30.210 ACRES 1,315,930 S.F. LOT 3 APPROXIMATELY 26.2 ACRES (SEE BREAKDOWN BELOW) PORTION WEST OF WEYERHAEUSER WAY S. = 21.179 ACRES 922,550 S.F. PORTION EAST OF WEYERHAEUSER WAY S. = APPROXIMATELY 5.0 ACRES NOTE: ACREAGE IS LISTED TO THE NEAREST 10 SQUARE FEET, EXCEPT THAT PORTION LYING EAST OF WEYERHAEUSER WAY S. WHICH IS REPORTED TO THE NEAREST TENTH ACRE. CONSULTING ENGINE RS LLC 33400 8TH AVE. S. Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 EVERETf (425) 297-9900 www.esmcivii.com Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-03.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY C.A.F./R.F.G. CHKD. BY C.A.F. DATE 2017-10-20 SCALE N /A JOB NO. 1886-001-016 SHEET 3 OF 10 v l E CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 17--100455-- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON E VOL./PAGE SHEET INDEX AND HORIZONTAL CONTROL ET 6 FOR °L=30.16'"�DDITIO ALSEE ENFORMATION RECORDING NO. N 86'49'21 FOUND 4" X 4" CONCRETE MONUMENT I SEE SHEET 7 FOR WITH 1" BRASS DISC WITH PUNCH, N 89-15'S2" W 881.17' ADDITIONAL INFORMATION DOWN 0.6' IN CASE -� -� FOUND 3.5" X 3.5" CONCRETE pry ^^ Q MONUMENT WITH 2 BRASS DISC SCALE: 1 inch = 400 ft. 4 Q WITH PUNCH, DOWN 0.65' IN (SEPTEMBER CASE o vrh /� 2015) op�M 0 240 40Q 600 $00 1000 Q • o.115 , p0 �i�o PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4 AND � o / NN 2� �� I N 50'13 24 E 275.46 NE 1/4 SE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1/4 NW 1/4 ��� hm PARCEL G 6 OF SECTION 15, T. 21 N., R. 4 E., W.M. ��i FOUND 3" 3" x CONCRETE MONUMENT WITH 1 BRASS DISC ,� ! h``� • WITH PUNCH, DOWN 0.3' IN CASE p / FOUND 4" X 4" CONCRETE MONUME.INT Cj�v ^� o p h (SEPTEMBER 2015) ^ g � 2 WITH 2" BRASS DISC WITH PUNCH, DOWN 0.7 , IN CASE SEPTEM I pr��•��p�` Q- w ( B R 2015) I LEGEND FOR ALL SHEETS FOUND 3" x 3" CONCRETE MONUMENT WITH 1" BRASS EXISTING LOT LINE (R1) RECORD OF SURVEY BY THE WASHINGTON STATE DEPARTMENT OF EXISTING LOT DISC WITH PUNCH TRANSPORTATION RECORDED UNDER RECORDING NO, 20100526900003 EXTINGUISHED ' LINE REMAINS DOWN 0.5' IN CASE � 16 � 0 �p !'!!'� (SEPTEMBER 2015) (R2) WASHINGTON STATE HIGHWAY COMMISSION, DEPARTMENT OF HIGHWAYS w # a , ' Vv PLANS ENTITLED "SR 18 - MP 0.18 TO MP 1.21 - JCT. SR 5 TO SO. oo�^� / �1� -7� 16 15 344TH ST. INTERCHANGE" DATED JULY 10, 1969 N TA' 1953�� ��� �� Vv PARCEL / N 48424'" E (R3) RECORD OF SURVEY BY THE WASHINGTON STATE DEPARTMENT OF 9.3 iR4� � TRANSPORTATION RECORDED UNDER RECORDING NO. 20100512900004 o !!'' z Vv EXISTING LOT LINE (R4) PLANS ENTITLED TIED STATEHIGHWAY 15 - PIERCE MCO COUNTY DEPARTMENT EJCT.OSSHIGNO.Ab A" IDATED JUNE 24, 1958 MATCH LINE FOR PARCEL H �=3T43'27" FOUND 3" x 3" CONCRETE PARCEL H 0� SHEETS (TYPICAL) R=1200.00 ' MONUMENT WITH 1" BRASS EXISTING LOT DESIGNATION L=790.09' DISC WITH PUNCH, NEW LOT DESIGNATION DOWN 0.6' IN CASE 2 (SEPTEMBER 2015) U -�- - G,• - FOUND MONUMENT AS NOTED rn �M C, u o �Q-t 0 DELTA z^� �� 9 ow M 0. !!''� I �1P1 - PARCEL H R RADIUS N 47'20'56" E 283.06' L LENGTH 4.� z M V� P��O � O 3 'C (R) RADIAL 2 X) 0 N CJ NEW LOT LINE FOUND 3" x 3" CONCRETE (37) LOT IN VACATED PLAT OF "EICHHOLTZ ADDITION, VOLUME 68, PAGE 71 FOUND 1 3/4" BRASS DISC WITH X, G!� MONUMENT WITH 1" BRASS DISC < > RADIAL BEARING SET IN CONCRETE DOWN 0.9' p v A=5'00' 13" r J WITH PUNCH, DOWN 0.6' IN CASE IN CASE (SEPTEMBER 2015) R=596.24' 6 �� o , (SEPTEMBER 2015) (L) BEARING AND DISTANCE PER LEGAL DESCRIPTION L=52.07' '1'`'� �0 Na' o p`O FOUND 1 3/4" BRASS DISC WITH X, D�� �y0 �5 ryh tip I ( • SET REBAR AND CAP STAMPED: ESM LLC 35142/44925 SET IN CONCRETE DOWN 1.0' IN CASE (SEPTEMBER 2015) o ;� - 1 - _ - �� Py� L- '� -----J FOUND BRASS PIN SET IN CONCRETE, �2 i �� OF i--A=27'06'21" / DOWN 1.8 , IN CASE (OCTOBER 2015) 1 6 G R=1200.00 / FOUND 4" x 4" CONCRETE MONUMENT 3nJ JG L=5611 WITH 2" BRASS DISC WITH X, DOWN 0.4' CENTERLINE= Cj' �QJ� �'h I ao \ / IN CASE (SEPTEMBER 2015) N 88'11'07" W 202.04' % A3 ^ '129ro- I �o 5000. D� �5 6`tj I G O O /�� FOUND 4" X 4" CONCRETE MONUMENT WITH /` - - - .. R g9• ? .0,0, T- �-'� _ -I I` - �i0, 2" BRASS DISC WITH X, DOWN 0.3' IN CASE �Ory� y - - (SEPTEMBER 2015) _ N 88'15 22" W 57.80 (ESM) ri I I NI 05'15'23" W 57.6 (R4) 57.61 (R3 l ^ fiR) I I I 177 77' % - FOUND 2" BRASS DISC WITH ' X" S. 336TH STREET o 163. I IN I05'15'23" W �905•. SET IN N CASECONCRETE, DOWN 0.6 , 17 16 (PUBLIC RIGHT OF WAY) rz I I I 342.69' (SEPTEMBER 2015) y- L - - �f K'_ - J L ` _ _ _ J MONUMENTED NORTH FOUND CONCRETE MONUMENT tow 20 21 LINE OF SECTION 21 WITH 1/4" BRASS PIN, DOWN 1.0', 21 VACATED S. 336TH STREET - IN CASE (OCTOBER 2015) N 88'15'31" W 2621.32' R3 " -_� 0=69'01 16' HELD FOR CENTERLINE OF ROAD a'n N 88'15'41" W 2621.64' ESM N 88'1522 W 1740.80' (ESM) AND MONUMENTED EAST LINE OF N 88' 15'S2" W 1740.93' (R1) I I R=600.00' Coco \ I I vi L=722.79' SECTION 21, `V N MONUMENTED SECTION LINE: I> I I N 74'16'39" W i' M r- N 88' 15'52" W 1994.94' (ESM) 3 I I 186.80 rn .- N 88' 15 52" W 1994.95' (R1)(R3) NC14 _ice ' J a, L ` i MONUMENTED EAST :+ " N u) N S. 337TH STREET LINE OF SECTION 21 W < FOUND 1 3 4 BRASS o _0 0 0 `C� FOUND 2" BRASS DISC WITH "X" A=65'03'36" / w w I r r U0 %� w 3 z z SET IN CONCRETE, , DISC WITH X, SET IN 1 w � LL DOWN 1.1', R=350.00 , a> in 0 !R I � o' W z 0 FOUND 2" BRASS - -..,, ^ '`� CONCRETE DOWN 0.3 , a I o a \ w w DISC WITH PUNCH 2 21 ( CASE 2 L=397.43 w �`' IN CASE a= I I¢ I I W I z w to a SET IN CONCRETE, (SEPTEMBER 2015) a „� ^ I v zo > ro I ( z I > I >a 0 DOWN 1.0' IN CASE 2 N W� i �- !0 � N I I I= I 6 v N W z a w I I~ I A=75'30'48" C9 o Q N (SEPTEMBER 2015) ,.� FOUND 3.5' X 3.5" CONCRETE M w Z w ' i M Z� h o N o MONUMENT WITH 1' BRASS DISC I I R=350.00� w wir MIM w 0 �� 0" z co z 04 WITH PUNCH, STAMPED: SECTION o L=461.29 0" n _ LU¢ 0 rn �� N LINE , 0.2' ABOVE GROUND `- - - J ¢ - - - !n c3 W �- � o z z� c> / (SEPTEMBER 2015) 0 - rn � rn m / FOUND 2" BRASS > LU rn rn O co 6zN DISC WITH PUNCH 0.97(ESM) � Q-�� SET IN CONCRETE, 21 DOWN 1.0' IN CASE , ��Q w z FOUND 3" BRASS DISC WITF 04 1N88'22 17"W 5257.96 (R1) / m 0 Sq (SEPTEMBER 2015) N88'22'17"W 5258.09'(ESM) / g � PUNCH, SET IN CONCRETE, // DOWN 2.5', IN CASE o STA. 1875+63.49 (R3) 2piz /21 21 �22 "-�'"(SEPTEMBER 2015) z z STA. 1875+62.4 (R4) A FOUND 4" X 4" CONCRETE CONSULTING ENGINEERS LLC MONUMENT WITH BRASS PIN, NO PUNCH (SEPTEMBER 2015) 33400 8TH AVE. S. 1503.72'Suite 205 (ESM) / 1 t33.1' 20 21 S. 352ND STREET - 1132.81' �R4) ESM)(R3) Federal Way, WA 95003 FEDERAL WAY (253) 838-8113 21 EVERETT (425) 297-9900 FOUND 3" BRASS-�'�29 28 -- --- WWW.eSmcivil.com DISC WITH "X" SET N 8$'31'23" W 2636.53' {ESM) N 88'31'27" W 2636.40' (R1)(R3) 28 IN CONCRETE, DOWN 0.9% IN CASE Civil Engineering (SEPTEMBER 2015) Public Works Land Surveying Project Management Land Planning Landscape Architecture BASIS OF HORIZONTAL DATUM WASHINGTON COORDINATE SYSTEM (WCS) - NORTH ZONE (BASED UPON NAD 83\2011) UTILIZING THE WASHINGTON STATE REFERENCE NETWORK (WSRN) IN NOVEMBER, 2015. SURVEY INSTRUMENTATION: SURVEYING PERFORMED IN CONJUNCTION WITH THIS RECORD OF SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES. TWO LEICA SYSTEM 500 DUAL FREQUENCY GPS RECEIVERS, ONE 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC-332-•130-100 PROCEDURE USED : REAL TIME KINEMATIC AND RAPID STATIC GPS AND FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC-332-130-090 DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-04.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F. /R.F.G. 2017-09-18 1886-001-016 CHKD. BY SCALE SHEET C.A.F. 1 "= 400' 4 OF 10 RECORDING NO. VOL./PAGE Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100455-- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON SEE LEGEND ON SHEET 4 OF 10 z 3Q Q� CV/ h a; 7m� O N� Q 4v o 2 / I P.T. OF CURVE SCALE: 1 inch = 100 ft. PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4 AND NE 1/4 SE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1/4 NW 1/4 OF SECTION 15, T. 21 N., R. 4 E., W.M. SEE SHEET 7 FOR EAST CAMPUS CORPORATE PARK PARCEL 1 ADDITIONAL INFORMATION BINDING SITE PLAN ! VOLUME 191, PAGES 39-45 ! RECORDING N0. 1999091600IJ97 ! ! / ! TRACT D LOT H BUILDING j ! / C ! i ( L-----_F—L--- C` ! ! WATER EASE MENT ---� �—-------- - ! ! RECORDING I _---------_ _ -- SO.Op1 ! NO. 19990903000828 N 88'22'20" W 1491.10' N 88'22'19" W 1491.17' L ! ! SOUTHERLY LINE OF BINDING SITE PLAN / = NORTHERLY LINE OF LOT 7 OF CITY OF FEDERAL WAY BOUNDARY LINE / I 'N4 ! / ADJUSTMENT NO. BLA 99-002 / 105, PD WETLAND / ! / \FE / 2S,OO;2o2s" w i l 11 l S �'2�C32h w 2 30.210 ACRES (1,315,930 S.F.) / PARCEL G o / ! l LOT 7 40' CITY OF FEDERAL WAY BOUNDARY LINE W / WETLAND BUFFER ADJUSTMENT NO. BLA 99-002 El RECORDING NO. 9905129004 coo �0 / / WETLAND EJ WETLAND EL ! ! WETLAND EK 6 ! !! WETLAND EM e�F FR / ! 01 APPROXIMATE LOCATION OF OLYMPIC ! PIPE LINE EASEMENT 13 ! — MATCH LINE ! ! WETLAND \ BUFFER_ h / SEE SHEET 7 li"�" z R 48" o w W 00 I W I U) LOT LIIIE ESTABLISHED UPON 1 THE RECORDING OF THIS BOUNDARY LINE ADJUSTMENT 48.120 ACRES (TYPICAL) (2,096,100 S.F.) WETLAND BS NORTH CONSULTING ENGINEERS LLC 33400 8TH AVE. S. I I01 Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivii.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works I IProject Management Landscape Architecture T. SEE SHEET 8 DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-05.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC 4 ' rO 111 I DWN BY NO. C.A F./R.F.G. 1 DATE2017-10-20 1 JOB 1886-001-016 CHKD. BY SCALE SHEET C.A.F. I 1"=100' 1 5 OF 10 RECORDING NO. VOL./PAGE 91 Federal Way BOUNDARY LINE ADJUSTMENT N0. 17-100455—SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON LOT H SOUTHERLY LINE OF BINDING SITE PLAN BUILDING = NORTHERLY LINE OF LOT 7 OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 99-002 _ { LOT K — ------ WATER EASEMENT —� - RECORDING NO. 19990903000828 FOUND 2" IRON PIPE FILLED WITH CONCRETE WITH FINISH NAIL, DOWN 0.7', IN CASE (SEPTEMBER 2015) N 89'44'49" W 845.88' '- I w J o o EAST CAMPUS CORPORATE PARK PARCEL 1 o N BINDING SITE PLAN Z VOLUME 191, PAGES 39-45 RECORDING NO. 1999091600IJ97 I I TRACT C LOT L ( GAS EASEMENT - RECORDING I NO. 19990817001304 .�\ TRUE POINT OF BEGINNING \v OF EXISTING PARCEL G I I rRA0T L WETLAND FA -" -' — — — — -- — -� /WETLAND FB N 88'22'20" W 1491.10' I I N 89'05'51 " W 648.05 N 88'22'19" W 1491.17' (L) I t° 'n I N 89'05'50" W 647.96' (L) co°�4' z1z 0, O VACATED 32ND AVENUE S. - SEE KING COUNTY �= 0 I ORDINANCE NO. 6801 DATED MAY 29, 1984 AND ---►I w w RECORDED UNDER RECORDING NO. 8407180415 I N V) AND fx6 6 A=2'28'07" L=30.16' N 86'49'21"-W(R) PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINE I I 11' h?` = NOTE: FORMER EASEMENT PER RECORDING I I D' ti� F' 0 W NO. 8010100959 WAS EXTINGUISHED BY RECORDING ( I F, /� �• Z NO. 1990817001304 4,100• 30.210 ACRES 2j�8' R\3g (1,315,930 S.F.) Q40 LJ ti WETLAND FD I 1 i tsUFFER LOT LINE ESTABLISHED UPON I I o° FOUND 3" x 3" CONCRETE THE RECORDING OF THIS I ' ( �' o° MONUMENT WITH 1" BRASS BOUNDARY LINE ADJUSTMENT DISC WITH PUNCH, (TYPICAL) WETLAND FF I / I �� �'�° DOWN 0.3' IN CASE Q- (SEPTEMBER 2015) � r 1 � � o° w°o°°0'' 48.120 ACRES (2,096,100 S.F.) I N 9'2707" W 11.23' 30, l,�o�028., I I PARCEL G '3 r0 R 50 042 LOT 7-1�5•07 CITY OF FEDERAL WAY BOUNDARY LINE I r N 6�'0� ADJUSTMENT NO. BLA 99-002 N 67'03'53" W . RECORDING NO. 9905129004 40.58' i , �N \' �s3" w MATCH LINE _ I I S E E SHEET 8 FOUND 3" x 3" CONCRETE MONUMENT WITH 1" BRASS DISC WITH PUNCH, DOWN 0.5' IN CASE (SEPTEMBER 2015) SCALE: 1 inch = 100 ft. 0 50 100 150 200 250 PORTION OF SW 1 /4 NE 1 /4, SE 1 /4 NE 1 /4, NW 1 /4 SE 1 /4 AND NE 1 /4 SE 1 /4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1 /4 NW 1 /4 OF SECTION 15, T. 21 N., R. 4 E., W.M. N 89'44'36" W 2665.01' (ESM) N 89'03'0$" W 2665.35' (ESM) � 5 S. 320TH STREET (PUBLIC RIGHT OF WAY) CALCULATED POSITION FROM PREVIOUS SURVEY BY ESM FOUND 3" X 3" CONCRETE MONUMENT /— WITH 1 " BRASS DISC WITH PUNCH, DOWN 0.6' IN CASE FOUND 3.5" X 3.5" CONCRETE MONUMENT WITH 2" BRASS DISC WITH PUNCH, DOWN 0.65' IN CASE (SEPTEMBER 2015) A=OB'05'51 " 4=08'05'51 " R=670.00' R=670.00' L=94.69' L=94.69' (L) \r9 FOUND 3" x 3" CONCRETE MONUMENT WITH 1" BRASS DISC WITH PUNCH, DOWN 0.3' IN CASE (SEPTEMBER 2015) ��Mkl CONSULTING ENGINEERS LLC 33400 8TH AVE. S. IG 01 Suite 205 Federal Way, WA. 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture SEE LEGEND ON SHEET 4 OF 10 g DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BtA2-06.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C. A.F./R.F. G. 2017-10-20 1886-001-016 CHKD. BY SCALE SHEET C. A. F. 1 "=100, 6 OF 10 .� Feiieral Way BOUNDARY LINE ADJUSTMENT NO. 17-100455- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON w SEE LEGEND ON SHEET 4 OF 10 91-- N 88'20'53" W 2600.15' (ESM) ~1' J 1386.3' (ESM) 910 1213.32' (ESM) 1213.4' (R4) -T6i156� FOUND 2" IRON PIPE / S. 320TH STREET FILLED WITH WITH TACK, CONCRETE DOWN 1.0', (PUBLIC RIGHT OF WAY) IN CASE (SEPTEMBER 2015) wCONCRETE FOUND 2" IRON PIPE FILLED WITH WITH FINISH NAIL, �- DOWN 0 7' IN CASE RECORDING NO. SCALE: 1 inch = 100 ft. VOL./PAGE f (SEPTEMBER 2015) PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4 AND NE 1/4 SE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1/4 NW 1/4 SEE SHEET 5 OF SECTION 15, T. 21 N., R. 4 E., W.M. N� O N WETLAND - - MATCH LINE Li BUFFER 00 2 ' f / WETLAND GB-N 30,210 ACRES {1,315,9, S.F.) W WETLAND 725, l f rn B� 60• DE 00 a A // <\ WFTI Arun nF / "o // 00 �o oN _� # "3 Q / to V 0 M EXISTING LOT LINE TO REMAIN =SOUTH / LINE OF THE NORTHEAST 1/4 OF oo SECTION 16 - SOUT nC-LT7 OF CITY OF FEDERALRNt WAY OF LINE ADJUSTMENT NO. BLA 99-002 STD `953�7g / �`R4) N I 0 / U 4! h z 0 , 4U ze o co`n0)i /� r co 1O � Coor m N �� 2 LOT 7 / kZ CITY OF FEDERAL WAY BOUNDARY INE a # ADJUSTMENT NO. BLA 99-002 r RECORDING NO. 9905129004 N 88'23'02" W 1817.94 <N .74'09'14" W> I ' ' 1 I �i 640.70' WETLAND DK rV ;o of v / I WEST OF RIGHT OF WAY / f 21.179 ACRES (922,550 S.F.) \ APPROXIMATE LOCATION OF OLYMPIC PIPE LINE EASEMENT l I PARCEL H 60, l l UNPLATTE"D NW 1/4 SE 1/4 AND \ GOV. LOT 1 OF SECTION 16 WETLAND AV / / v I / Qom`° 000 NO01 --'*A�MATCH LINE g0. QUfiF�R WETLAN DE EXISTING LOT LINE =SOUTH LINE OF I THE NORTHEAST 1/4 OF SECTION 16 = 60' BUFFER WETLAND DG WETLAND DH / 1-1 1 48.120 ACRES (2,096,100 S.F.) I 0 ^r WETLAND B AX v / dd 1 dd. / LOT LINE ESTABLISHED UPON I r, THE RECORDING OF THIS BOUNDARY LINE ADJUSTMENT (TYPICAL) ( WETLAND DI SEE SHEET 9 CONSULTING ENGINEFRS LLC 33400 8TH AVE. S. ( I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERM (425) 297-9900 Civil Engineering Land Surveying Public Works Project Management Land Planning Landscape Architecture SOUTHERLY LINE OF LOT 7 OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 99-002 INE TO BE RECORDING EXTINGUISHEDUPONBOUNDARY LINE ADJUSTMENT W w Z 0 w ''w U) UILDING iY -T_ SEE SHEET 10 DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-07.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2017-10-20 1886-001-016 CHKD. BY SCALE SHEET C.A.F. 1 "=100' 7 OF 10 RECORDING NO. ,� Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100455— SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON SEE LEGEND ON SHEET 4 OF 10 SEE SHEET 5 WETLAND BUFFER I VOL./PAGE SCALE: 1 inch = 100 ft. 0 50 100 150 200 250 PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4 AND NE 1/4 SE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1/4 NW 1/4 SEE SHEET 6 OF SECTION 15, T. 21 N., R. 4 E., W.M. A=13*18'38" I R=1030.00' I 30' — L=239.28 � hhoo . VACATED 32ND AVENUE S. — SEE KING COUNTY , tO `� I oM00 c 7� ORDINANCE NO. 6801 DATED MAY 29, 1984 AND —�i z z1�0 MATCH LINE RECORDED UNDER RECORDING NO. 8407180415 0 0 AND I v v FOUND 3" x 3" CONCRETE PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINE I U) N MONUMENT WITH 1" BRASS NOTE: FORMER EASEMENT PER RECORDING I DISC WITH PUNCH, NO. 8010100959 WAS EXTINGUISHED BY RECORDING DOWN 0.5' IN CASE NO. 1990817001304 I � w (SEPTEMBER 2015) I� N I � co CITY OF FEDERAL WAY BOUNDARY LINE n � - I W Q o CJ4 ADJUSTMENT NO. BLA 99-002 n M � � 5' 2 RECORDING NO. 9905129004 6 I r N Q w^ N O N � Ci n z z I o W 'iF �\\ iZ �0 �ziz-) a © � N N'�F(�O N 88`23'02" W 1817.94' \� I /0) =M o���N \ 1464.57' 6 15z cc A � z EXISTING LOT LINE =SOUTH LINE OF I 353.37' 11A THE NORTHEAST 1/4 OF SECTION 16 = \ FOUND 4" X 4" CONCRET'E MONUMENT SOUTHERLY LINE OF LOT 7 OF CITY OF WITH 2" BRASS DISC WITH PUNCH, FEDERAL WAY BOUNDARY LINE DOWN 0.7', IN CASE ADJUSTMENT NO. BLA 99-002 \ \ \ (SEPTEMBER 2015) LINE TO BE EXTINGUISHED UPON THE RECORDING OF THIS BOUNDARY LINE ADJUSTMENT Z:: 0 I I MATCH LINE 1 48.120 ACRES (2,096,100 S.F.) G SEWER EASEMENT BUILDING MIA 370.33' PARCEL l o / M UNPLATTED o °' --- -- - -75_53_03= W> N 88'23'02" W 300.76' 10' GAS EXISTING LOT LINE ti � � z � o 0 0 0 N FOUND 3" x 3" CONCRETE MONUMENT WITH 1" BRASS DISC WITH PUNCH, DOWN 0.6' IN CASE (SEPTEMBER 2015) M BUILDING 0 0 JI !I / I w w )o 10 / y oo / z z / SANITARY SEWER EASEMENT 20 EASEMENT — LINE EXTINGUISHED I / OUPON THE RECORDING N / 12 OF THIS BOUNDARY MI LINE ADJUSTMENT / MI / N 78'23'54" E (R) 15' BUILDING - SETBACK LINE 12 PARCEL H FI o, !>�----- VACATED 32ND AVENUE S. — SEE KING COUNTY hA,) nd / ORDINANCE NO. 6801 DATED MAY 29, 1984 AND RECORDED UNDER RECORDING NO. 8407180415 Qi Mn n /� �` ^o /!1V II / EAST OF RIGHT OF WAY APPROXIMATELY 5.0 ACRES N 89'05'29" W 45.00' to to N 89'06'01 " W 45.00' (L) N 00'54'31 " E 97.00' i % `PARCEL 0 0 N 00'53'59" E 97.00' (L) 0 a r �o H — — — — — SEE SHEET 10 UNPLATTED NW 1/4 SE 1/4 AND GOV. LOT 1 OF SECTION 16 "�o. 30. N 89'05'29" W 75.00' N 89'06'01 " W 75.00' (L) ImCONSULTING ENGINEF-RS LLC 33400 8TH AVE. S. IGIII Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivii.com EVERM (425) 297-9900 Civil Engineering Public Works Land Surveying Project Management Land Planning Landscape Architecture DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-08.DWG 1z (11 V""21 BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2017-10-20 1886-001-016 CHKD. BY SCALE SHEET C.A.F. 1 "=100' 8 OF 10 RECORDING NO. CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100455- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTCN SEE SHEET 7 FOR ADDITIONAL INFORMATION �`•� _ 125, n A 4 r'3Q I QQo coC9 L� Yj m / z, / SEE LEGEND ON SHEET 4 OF 10 WETLAND (00 h�osl� WETLAND Al l SEE SHEET 7 j I I MATCH LINE APPROXIMATE LOCATION OF OLYMPIC PIPE LINE EASEMENT 13 3 WEST OF RIGHT OF WAY / \ 922,550CRES S.F) PARCEL N ,— �*--- WETLAND KH UNPLA TIED WETLAND NW 1/4 SE 1/4 AND GOV.� WETLAND KM LOT 1 OF SECTION 16 60' WETLAND KL TLAND KI tF WETLAND KJ a -•—(WETLAND KK Z WETLAND AJ WETLAND `KG d \WETLAND KF 40, WETLAND AO WETLAND KD—+► / l q e�F` - I' I BUFFER SCALE: 1 inch = 100 ft. VOL./PAGE 0 50 100 150 200 250 PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4 AND NE 1/4 SE 1/4 OF SECTION 16, T. 21 N. R. 4 E., W.M. AND SW 1/4 NW 1/4 OF SECTION 15, T. 21 N., R. 4 E., W.M. 0 I— W w r„ �" / WETLAN d N 88' 19'1 1 " W 134$.40 I.I.I o / // BS SOUTH W EXISTING LINE = SOUTH LINE OF vJ / THE NW 1/4 OF THE SE 1/4 AND SOUTH LINE OF GOV. LOT 1 OF LOT 33 ' a I SECTION 16 = NORTH LINE OF 3 STATE PLAT Do I > ( LOT 39 /l /l PARCEL 0 00Q + / LOT 32 STATE PLAT OF / SECT/ON 16, T, 21 N., R. 4 E., W. M. n / l l I VOLUME 41, PAGES 30-32 Q 20 SEWER EASEMENT — J L 128, SEE SHEET 4 FOR ADDITIONAL INFORMATION / OG�0s, WETLAND BR WETLAND AG 0J� 11 W J LOT LINE ESTABLISHED UPON THE RECORDING OF THIS = BOUNDARY LINE ADJUSTMENT Q (TYPICAL) g 48.120 ACRES O � a (2,096,100 S.F.) 60' INGRESS, EGRESS \ ( AND UTILITIES EASEMENT RECORDING NO. ./ I 60, ( � I BUFFER pp C �S p9.43, \WETLAND AH I 1 ( WETLAND AF �__/WIETLAND AE S. 333RD STREET -(VACATED RIGHT OF WAY) T_ LOT 31 I �---------, I � l 11 i LOT 34 — VIN 0=72'59'47" R=596.24' L=759.62' ff MMmia CONSULTING ENGINEERS LLC 33400 8TH AVE. S. Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-09.DWG O �z BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2017-10-23 1886-001-016 CHKD, BY SCALE SHEET C.A.F. 1"=100' 9 OF 10 RECORDING NO. VOL./PAGE At �140& on FCITedY eral Way BOUNDARY LINE ADJUSTMENT NO. 17-100455-- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTCN Fil SCALE: 1 inch = 100 ft 0 50 100 150 200 250 PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4 AND NE 1/4 SE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND 5W 1/4 NW 1/4 OF SECTION 15, T. 21 N., R. 4 E., W.M. R-1200.00 301 N 890529 W 75.00' L=790.09' O N 89'06'01" W 75.00 (L) MATCH LINE a 5 �o � — ,� rn d- 60' INGRESS, EGRESSOFp�O� AND UTILITIES EASEMENT Q• �� G�.4043 �G O� %KI�1 z — RECORDING NO. 4�O „�� N 84'38'ii" 48.120 ACRES � � �G 0� O � e (2,095,100 S.F.) N84'20p2 "yy PARCEL H __``� ` ���`� / / SEWER V' GO�. / i 20.42' (L) Z UNPLATTED EASEMENT O°� 0 / = I NW 1/4 SE 1/4 AND 0�� WEST LINE U GOV. LOT 1 OF O o• OF BD NORTH AND SECTION 16 Ry �, / LOT LINE ESTABLISHED UPON THE °o '4�- /0I / 'r RECORDING OF THIS BOUNDARY LINE ADJUSTMENT (TYPICAL) 4 SEE LEGEND ON SHEET 4 OF 10 8` 9' 00,�A �y �— ► � � p_71•45, yam' � .� oo, ��, W — k-=75.14 ��� rr. �00`3� v! A-83'23'43" R-350' N 50'39'33" W 60 O R 37.25' �2 w A=01'55'30" SEE SHEET 8 °=37'43'27" (n U) Q O w w �N 10'33'33" E 34.75' �N 1,V50'51" E 31, 55' N 23'47'48" E 68.08' EAST OF RIGHT F WAY 4a0 / / APPROXIMATELY 5.0 ACRES N 26'00'29" E p /�1/ /RO R2 / 100' 88.68' y `pPI ��. / F, 0' u'9, 111 BUFFER �h Orr, N 2$'36'54" E A / /� � `� PARCEL H 68.59' UNPLA TT D FOUND 3" x 3" CONCRETE N 22'20 40 E k, / MONUMENT WITH 1" BRASS DISC 41.36' / WITH PUNCH, DOWN 0.6' IN CASE ti (SEPTEMBER 2015) A N 10'06'33" E THE LOCATION OF THE SHORELINE OF NORTH LAKE IS SHOWN FOR PROPERTY BOUNDARY PURPOSES AND NOT FOR CRITICAL AREAS/SHORELINE (SMA) REGULATORY PURPOSES, AND HAS NOT BEEN VERIFIED BY THE CITY OF FEDERAL WAY R=1257.00' / � S2 ' W WEST OF RIGHT OF WAY L=42.23' S>, / 00fP ,• WETLAND 79.32 `,,(� N 52'35 03' W (R) BD \�r 21.179 ACRES 19.00' ? A „ (922,550 S.F.) �03'31'01' 80 �'2 i,Q NORTH 4$11256 27 W I R-1238.00' / �'� s S J 188' 19' 1 1' W 1348.40' L=75.999• �' �G "o <N 56*06'04" W> / 4 �3y % N 88' 19' 11 " W 570.29' '`�F N 17'22' 15" W \ •Q\ �j �' �L Q 45.88' LOT 39 LOT 40 000`O �2>) oO0. o s• ^ EXISTING LINE = SOUTH LINE OF LOT 53 THE NW 1/4 OF THE SE 1/4 AN \ SEWER EASEMENT 20 oI WETLAND SOUTH LINE OF GOV. LOT 1 OF PQ EXISTING LINE = SOUTH LINE OF SECTION 16 = NORTH LINE OF \YN 53'50'34" W (R _ L i THE NW 1/4 OF THE SE 1/4 AND STATE PLAT 38, = Q SOUTH LINE OF GOV. LOT i OF STATE PLAT OF l I m SECTION 16 = NORTH LINE OF SECTIN T, 16, 21 N., R. 4 E., W.M. /l olU) STATE PLAT ��L LIME 41, PAGES 30-32 LOT 52 / WETLAND I D I / LOT 40 BN l "I / II l STATE 1 PLAIT OF SECTION 16, T, 21 N., R. 4 E., W.M. LOT 51 SEWER EA`=MENT , VOLUME 41, PAGES 30-32 I I LOT 50 S. 333RD STREET S. 333RD STREET (VACATED RIGHT OF WAY) (VACATED RIGHT OF WAY) / / LOT 41 CONSULTING ENGINEERS LLC 33400 8TH AVE. G. Suite 205 Federal Way, WA 88003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETf (425) 287-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture T. DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\BLA2-10.DWG N 01 BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2017-10-23 1886-001-016 CHKD. BY SCALE SHEET C.A.F. 1"=100' 10 OF 10 _....:.,. .::::. ._ ... •-. .x .. ::T .: � ., £:: .�^ ,x � k t -� -`: t :�- s i .��? s. � �., � � '� vs21^as�z�, � ��,�