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16-102886 (2)CITY OF ede r.a a REVISED JUNE 201 BOUNDARY LINE ADJUSTMENT NO. 16-1102886--00--SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON KIN TY HEALTH DEPART EXAMINED AND APPRO IS AY OF 20_ NAME 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 TITLE: VICE PRESIDENT - SPECIAL PROJECTS ACKNOWLEDGMENT STATE OF WASHINGTON , COUNTY OF KING SS ON THIS DAY OF ' Nu- � , 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 Tts�Jrts� DATED MY APPOINTMENT EXPIRES G. 10 Notary Public Stag of Washington TRACY A. ToVirt-TSEND W COI IWSSIGN EXPIRES 06/06/2020 RF CONFORMED COPY ...e s F M 20170210900007 OF CITY OF FEDERA BLAM 197.00 PAGE_ 001 OF 009 02/10/2017 13:41 ........................................................................ MANAGER SUPT. OF RECORDS APPROVALS: CITY OF FEDERAL WAY _ EXAMINED AND APPROVED THIS ?--DAY OF tC rVat4, 20 \-7 DEPUTY PUBLIC WORKS DIRECTOR EXAMINED AND APPROVED THIS 2- DAY OF `ebrLty , 20 COMMUNITY DEVELOPMENT DIRECTOR EXISTING LEGAL DESCRIPTIONS PARCEL U (TAX ACCOUNT NO. 614260-0005) KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THISDAY OF 20 17 M n ASSESSOR DEPUTY ASSESSOR 0 614260-0005, 614260-0200 ACCOUNT NUMBERS LOTS 1, 2, 3, 30 THROUGH 36 IN BLOCK 2, LOTS 19 THROUGH 36 IN BLOCK 18, ALL OF BLOCKS 1, 8, 9, 10 AND 17 OF VACATED PLAT, NORTH LAKE ADDITION TO EAST TACOMA, ACCORDING TO THE PLAT THEREOF RECORDED UNDER VOLUME 4 OF PLATS, PAGE 69 IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF FOR SOUTH 336TH STREET (WEYERHAEUSER WAY SOUTH) AS CONVEYED TO THE CITY OF FEDERAL WAY BY DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 20000317001900; AND EXCEPT THAT PORTION THEREOF LYING EASTERLY OF THE WESTERLY MARGIN OF STATE HIGHWAY ROUTE 18 JUNCTION STATE ROUTE 5 TO SOUTH 344TH STREET INTERCHANGE AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 6727551, SUBSEQUENTLY CONVEYED TO KING COUNTY, WASHINGTON BY DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 7612140583; TOGETHER WITH THOSE ADJACENT PORTIONS OF VACATED 28TH, 29TH, 30TH AND 31ST AVE SOUTH AND SOUTH 336TH, 337TH, 338TH STREETS WHICH ATTACHED BY OPERATION OF LAW; TOGETHER WITH THOSE ADJACENT PORTIONS OF VACATED ALLEY WHICH ATTACHED BY OPERATION OF LAW. PARCEL V (TAX ACCOUNT NO. 614260-0200) LOTS 4 THROUGH 29 IN BLOCK 2 AND ALL OF BLOCKS 3, 5, 6, 7, 11, 12, 13, 14, 15 AND 16 OF VACATED PLAT, NORTH LAKE ADDITION TO EAST TACOMA ACCORDING TO THE PLAT THEREOF RECORDED UNDER VOLUME 4 OF PLATS, PAGE 69 IN KING COUNTY, WASHINGTON; TOGETHER WITH THOSE ADJACENT PORTIONS OF VACATED 28TH, 29TH, 30TH AND 31ST AVENUE SOUTH AND SOUTH 338TH, 339TH, 340TH AND 341ST STREET WHICH ATTACHED BY OPERATION OF LAW; TOGETHER WITH THOSE ADJACENT PORTIONS OF VACATED ALLEY WHICH AT11,ACHED BY OPERATION OF LAW; EXCEPT THAT PORTION THEREOF LYING EASTERLY OF THE WESTERLY MARGIN OF STATE HIGHWAY ROUTE 18 - JUNCTION STATE ROUTE 5 TO SOUTH 344TH STREET INTERCHANGE, AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 6727551 AND THAT PORTION SUBSEQUENTLY CONVEYED TO KING COUNTY, WASHINGTON BY DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 7612140583. LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFOR NCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND CI7)PI STATU AND ORDINANCE IN OCTOBER, 2016. ff .......... IN .....................ZACHAR T.NON CERTIFI ATE. 44925 RECORDING NO. SCALE: N/A VOL./PAGE PORTION OF NE 1 /4 of NE 1 /4, S. 21, T. 21 N., R. 4 E., W.M. SE 1 /4 of NE 1 /4, S. 21, T. 21 N., R. 4 E., W.M. VICINITY MAP NOT TO SCALE S 320TH ST Q � N L% NORTH G, PARK 5 LAKE S 336TH ST 00 s 18 w SITE PARK a: rn ¢ cn S 342ND ST S 348TH ST 161 w PARK 99 LAKE LAKE GENEVA KILARNEY S 352ND ST S 356TH ST CONSULTING ENGINEERS LLC 33400 8TH AVE. S. ' G I%w Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivii.com EVERM (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture SECTION SUBDIVISION LOCATOR DRAWING NAME:\ 1 886\00 1 \0 1 6\SURVEY PLOTS\BLA1-01.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2016-11- 30 1886- 001- 016 CHKD. BY SCALE SHEET C.A.F. N/A 1 OF 9 RECORDING NO. VOL /1PAGE FCITY ecJeral Way BOUNDARY LINE ADJUSTMENT NO. 16-102886-00--SU CITY OF FEDERAL. WAY KING COUNTY, WASHINGTON NEW LEGAL DESCRIPTIONS LOT 1 THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 21; THENCE ALONG THE EAST LINE OF SAID SECTION 21, N 01'14''09" E, 1583.36 FEET; THENCE N 88'45'51" W, 37.80 FEET TO THE WESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, N 8845'51" W, 42.20 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 01'14'09" W, 200.00 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 04'05'54" W, 462.06 FEET; THENCE N 88'19'36" W, 782.35 FEET; THENCE N 2011'12" E, 104.45 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY 332.27 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 985.00 FEET; THROUGH A CENTRAL ANGLE OF IW19'40" TO A. POINT OF TANGENCY; THENCE N 00'51'32" E, 79.89 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY 94.22 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 485.00 FEET, THROUGH A CENTRAL ANGLE OF 11'07'52" POINT OF TANGENCY; THENCE N 1016'20" W, 287.85 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY 142.02 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 415.00 FEET, THROUGH A CENTRAL ANGLE OF 18'36'29" TO A POINT OF TANGENCY; THENCE N 09'20'09" E, 53.70 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 195.24 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 315.00 FEET, THROUGH A CENTRAL ANGLE OF 35*30*46" TO A POINT OF COMPOUND CURVATURE; THENCE EASTERLY 39.82 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 91'14'58" TO A POINT OF REVERSE CURVATURE ON THE SOUTHERLY MARGIN OF WEYERHAEUSER WAY SOUTH; THENCE ALONG SAID SOUTHERLY MARGIN, SOUTHEASTERLY 242.92 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 635.07 FEET, THROUGH A CENTRAL ANGLE OF 21'54'59"; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, S 24'10'54" W, 8.00 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, S 66 59'48" E, 26.44 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, N 21'49'31" E, 8.00 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, EASTERLY 67.64 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 635.07 FEET, THE RADIUS POINT OF WHICH BEARS N 21*49*31" E, THROUGH A CENTRAL ANGLE OF 06'06'10" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, S 7416'39" E, 214.71 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, SOUTHEASTERLY 58.29 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 51.50 FEET, THROUGH A CENTRAL ANGLE OF &V51'01" TO A POINT OF REVERSE CURVATURE; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, SOUTHEASTERLY 101.82 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 80.50 FEET, THROUGH A CENTRAL ANGLE OF 72'28' 10" TO A POINT OF REVERSE CURVATURE; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, SOUTHEASTERLY 60.95 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 71.50 FEET, THROUGH A CENTRAL ANGLE OF 48'5O'17" TO A POINT OF COMPOUND CURVATURE ON THE WESTERLY MARGIN OF SAID WEYERHAEUSER WAY SOUTH; THENCE ALONG SAID WESTERLY MARGIN, SOUTHEASTERLY 134.16 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 307.93 FEET, THROUGH A CENTRAL ANGLE OF 2457'47" TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, SOUTHERLY 37.36 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 313.50 FEET, THE RADIUS POINT OF WHICH BEARS S 8424'31" W, THROUGH A CENTRAL ANGLE OF 06'49'38" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 01'14'09" W. 32.06 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 02'52'14" W, 45.58 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 18.981 ACRES, (826,790 SQUARE FEET), MORE OR LESS. NEW LEGAL DESCRIPTIONS LOT 2 THAT PORTION OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 21; THENCE ALONG THE EAST LINE OF SAID SECTION 21, N 01'14'09" E, 1583.36 FEET; THENCE N 88'45'51" W, 37.80 FEET TO THE WESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, N 88'45'51" W, 42.20 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 01'14'09" W, 200.00 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S O405'54" W, 462.06 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 8819'36" W, 782.35 FEET; THENCE N 20'11'12" E. 104.45 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY 332.27 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 985.00 FEET, THROUGH A CENTRAL ANGLE OF 19'19'40" TO A POINT OF TANGENCY; THENCE N 00'51'32" E, 79.89 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY 94.22 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 485.00 FEET, THROUGH A CENTRAL ANGLE OF 11*07*52" POINT OF TANGENCY; THENCE N 10' 16'20" W, 287.85 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY 142.02 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 415.00 FEET, THROUGH A CENTRAL ANGLE OF 19'36'29" TO A POINT OF TANGENCY; THENCE N 09'20'09" E, 53.70 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 195.24 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 315.00 FEET, THROUGH A CENTRAL ANGLE OF 35'30'46" TO A POINT OF COMPOUND CURVATURE; THENCE EASTERLY 39.82 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 91' 14'58" TO A POINT OF CUSP ON THE SOUTHWESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH; THENCE ALONG SAID SOUTHWESTERLY MARGIN, NORTHWESTERLY 428.35 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 635.07 FEET, THE RADIUS POINT OF WHICH BEARS N 46'05'53" E, THROUGH A CENTRAL ANGLE OF 38'38'44" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID SOUTHWESTERLY MARGIN, N 05*15*23" W, 73.89 FEET TO THE NORTH LINE OF SAID SECTION 21; THENCE ALONG SAID NORTH LINE, N 88'15'22" W, 44.92 FEET TO THE CENTERLINE OF THAT VACATED RIGHT OF WAY LYING BETWEEN BLOCKS 9 AND 18 OF THE PLAT OF "NORTH LAKE ADDITION TO EAST TACOMA" PER PLAT RECORDED IN VOLUME 4 OF PLATS, PAGE 69, RECORDS OF KING COUNTY, WASHINGTON; THENCE ALONG SAID CENTERLINE, S 01'14'06" W. 529.23 FEET TO THE CENTERLINE OF THAT VACATED RIGHT OF WAY LYING BETWEEN BLOCKS 17 AND 18 OF SAID PLAT; THENCE ALONG SAID CENTERLINE, N 88'16'52" W, 169.87 FEET TO THE SOUTHERLY EXTENSION OF THE EASTERLY LINE OF LOTS 19 THROUGH 36 OF SAID BLOCK 18; THENCE ALONG SAID SOUTHERLY EXTENSION AND SAID EASTERLY LINE, N 01'14'05" E, 529.31 FEET TO SAID NORTH LINE OF SECTION 21; THENCE ALONG SAID NORTH LINE, N 88'15'22" W, 169.87 FEET TO THE WESTERLY LINE OF SAID PLAT; THENCE ALONG SAID WESTERLY LINE, S 01' 14'04" W, 2622.45 FEET TO THE SOUTHERLY LINE OF SAID PLAT; THENCE ALONG SAID SOUTHERLY LINE, S 88'22'17" E, 662.02 FEET TO THE NORTHERLY MARGIN OF STATE ROUTE 18; THENCE ALONG SAID NORTHERLY MARGIN, N 43'43'14" E. 191.30 FEET; THENCE CONTINUING ALONG SAID NORTHERLY MARGIN, N 36'06'45" E, 522.01 FEET; THENCE CONTINUING ALONG SAID NORTHERLY MARGIN, N 30'51'46" E, 241.04 FEET TO SAID WESTERLY LINE OF WEYERHAEUSER WAY SOUTH; THENCE ALONG SAID WESTERLY LINE, N 04'05'54' E, 138,69 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH THAT PORTION OF BLOCK 9 OF THE VACATED PLAT OF NORTH LAKE ADDITION TO EAST TACOMA, ACCORDING TO THE PLAT THEREOF RECORDED UNDER VOLUME 4 OF PLATS, PAGE 69, RECORDS OF KING COUNTY, WASHINGTON LYING NORTHEASTERLY OF WEYERHAEUSER WAY S., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEASTERLY CORNER OF SAID BLOCK 9; THENCE ALONG THE EASTERLY LINE OF SAID BLOCK, BEING COINCIDENT WITH THE WESTERLY MARGIN OF 30TH AVENUE S., S 00'56'48" W. 367.96 FEET TO A POINT OF CURVATURE ON THE NORTHEASTERLY MARGIN OF WEYERHAEUSER WAY S.; THENCE ALONG SAID NORTHEASTERLY MARGIN, NORTHWESTERLY 114.92 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 562.07 FEET, THE RADIUS POINT OF WHICH BEARS N 44'36'39" E, THROUGH A CENTRAL ANGLE OF 11'42'54"; 0) Wx SCALE-. N/A PORTION . NE 1 /4 NE 1 /4 AND THE SE 1 /4 NE 1 /4 OF SECTION 21, T. 21 N., R. 4 E., W.M. NEW LEGAL DESCRIPTIONS LOT 2 LEGAL DESCRIPTION CONTINUED THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN, S 56'19'33" W, 6,50 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN, NORTHWESTERLY 282.02 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 568.57 FEET, THE RADIUS POINT OF WHICH BEARS N 56'19'33" E, THROUGH A CENTRAL ANGLE OF 28'25'04" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN, N 05' 15'23" W, 25.43 FEET TO THE SOUTHERLY MARGIN OF S. 336TH STREET; THENCE ALONG SAID SOUTHERLY MARGIN, S 88'15'22" E, 179.94 FEET TO THE POINT OF BEGINNING; TOGETHER WITH THAT PORTION OF BLOCK 1 OF VACATED PLAT, NORTH LAKE ADDITION TO EAST TACOMA, ACCORDING TO THE PLAT THEREOF RECORDED UNDER VOLUME 4 OF PLATS, PAGE 69, SITUATE IN THE NORTHEAST QUARTER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE MONUMENT SET AT THE INTERSECTION OF S. 337TH STREET AND THE EAST LINE OF SAID SECTION 21; THENCE ALONG SAID EAST LINE OF SAID SECTION 22, S 01' 14'09" W, 40.00 FEET TO THE SOUTHERLY MARGIN OF SAID S. 337TH STREET; THENCE ALONG SAID SOUTHERLY MARGIN, N 88'58' 12" W, 62.03 FEET TO THE NORTHWESTERLY MARGIN OF 33RD PLACE S. AND THE TRUE POINT OF BEGINNING; THENCE ALONG SAID NORTHWESTERLY MARGIN, S 40'43'21 " W, 47.22 FEET TO A POINT OF CURVATURE ON THE NORTHERLY MARGIN OF WEYERHAEUSER WAY S.; THENCE ALONG SAID NORTHERLY MARGIN, WESTERLY 52.35 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 71.50 FEET, THE RADIUS POINT OF WHICH BEARS N 27*20'14" W, THROUGH A CENTRAL ANGLE OF 41'57'03" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID NORTHERLY MARGIN, N 75'23'11" W, 101.83 FEET TO THE WESTERLY LINE OF SAID BLOCK 1; THENCE SAID WESTERLY LINE, N 01-10'31" E, 19.01 FEET TO SAID SOUTHERLY MARGIN OF S. 337TH STREET; THENCE ALONG SAID SOUTHERLY MARGIN, S 88'58'12" E, 179.86 FEET TO THE TRUE POINT OF BEGINNING; ALSO TOGETHER WITH THAT PORTION OF BLOCK 1 OF VACATED PLAT, NORTH LAKE ADDITION TO EAST TACOMA, ACCORDING TO THE PLAT THEREOF RECORDED UNDER VOLUME 4 OF PLATS, PAGE 69, SITUATE IN THE NORTHEAST QUARTER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBER AS FOLLOWS: COMMENCING AT THE MONUMENT SET AT THE INTERSECTION OF S. 337TH STREET AND THE EAST LINE OF SAID SECTION 21; THENCE ALONG SAID EAST LINE OF SAID SECTION 22, S 01' 14'09" W, 83.57 FEET; THENCE N 88'45'51" W, 20.00 FEET TO THE EASTERLY LINE OF SAID BLOCK 1 AND THE TRUE POINT OF BEGINNING; THENCE ALONG SAID EASTERLY LINE, S 01'14'09" W, 152.23 FEET TO A POINT OF CURVATURE ON THE NORTHERLY MARGIN OF WEYERHAEUSER WAY S.; THENCE ALONG SAID NORTHERLY MARGIN, NORTHWESTERLY 34.09 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 386.50 FEET, THE RADIUS POINT OF WHICH BEARS S 59'51'54" W, THROUGH A CENTRAL ANGLE OF 05'03'12" TO A POINT OF REVERSE CURVATURE; THENCE CONTINUING ALONG SAID NORTHERLY MARGIN, NORTHERLY 37.19 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 51.50 FEET, THROUGH A CENTRAL ANGLE OF 41'22'35" TO A POINT OF A REVERSE CURVATURE; THENCE CONTINUING ALONG SAID NORTHERLY MARGIN, NORTHERLY 16.38 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 80.50 FEET, THROUGH A CENTRAL ANGLE OF 11'39'25" TO A POINT OF A REVERSE CURVATURE; THENCE CONTINUING ALONG SAID NORTHERLY MARGIN, NORTHERLY 40.78 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 111.50 FEET, THROUGH A CENTRAL ANGLE OF 20'57'15" TO THE SOUTHEASTERLY MARGIN OF 33RD PLACE S.; THENCE ALONG SAID SOUTHEASTERLY MARGIN, N 40'43'21 " E, 41.61 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 38.786 ACRES, (1,689,530 SQUARE FEET), MORE OR LESS. CONSULTING ENGINEERS LLC 33400 8TH AVE. S. 1 Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) M-6113 EVERETT (425) 297-9900 www.esmcivil.com Civil Engineering Land Surveying Public Works Project Management DRAWING NAME:\ 1 886\001 \0 1 6\SURVEY PLOTS\BLA1-02.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C. A.F. /R.F.G. 1 2016-12- 01 1886-001-016 Land Planning Landscape Architecture CHKD. BY C. A.F. SCALE N/A SHEET 2 OF 9 RECORDING N0. I VOL./PAGE FCITY ederal Way BOUNDARY LINE ADJUSTMENT NO. 16-102886,- 00-- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON EXCEPTIONS FROM THE TITLE REPORT LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NO. NCS-794031-WA1 DATED MAY 13, 2016. 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. SUBJECT TO GENERAL AND SPECIAL TAXES FOR TAX ACCOUNT NOS. 614260-0005-08 AND 614260-0200-01. 2. 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 RECEDED UNDER RECORDING NO. 8905120210. EXCEPTION CANNOT BE PLOTTED. 3. 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 PARCELS U AND V). 4-16. NOT APPLICABLE. 17. SUBJECT TO THE RESERVED RIGHT OF REASONABLE ACCESS AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 4742322. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL V) 18-30. NOT APPLICABLE. 31. SUBJECT TO THAT EASEMENT FOR OVERHEAD TELEPHONE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PACIFIC NORTHWEST BELL TELEPHONE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5678223. THE LOCATION OF THE PORTION AFFECTED BY SAID EASEMENT 1S DEPICTED HEREIN. (AFFECTS PARCEL V) 32-47. NOT APPLICABLE. 48. SUBJECT TO THAT EASEMENT FOR A SLOPES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6475093. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SAID EASEMENT ADJOINS S. 336TH STREET FROM INTERSTATE 5 TO 32ND AVENUE S. (AFFECTS PARCEL U) 49. NOT APPLICABLE. 50. SUBJECT TO THAT EASEMENT FOR ELECTRICAL FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER AND LIGHT CO. AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6627160. A 10 FOOT PORTION OF SAID EASEMENT WAS RELEASED BY THAT INSTRUMENT RECORDED UNDER RECORDING NO. 7706200697. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. (AFFECTS PARCELS U AND V) 51. SUBJECT TO THAT EASEMENT FOR TELEPHONE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PACIFIC NORTHWEST BELL TELEPHONE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6638453. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD, HOWEVER, AN APPROXIMATE LOCATION BASED UPON OTHER INFORMATION IS DEPICTED HEREIN. (AFFECTS PARCELS U AND V) 52. SUBJECT TO THAT EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY WATER DISTRICT NO. 64. AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO, 6693956. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL U) 53. SUBJECT TO THAT EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY WATER DISTRICT NO. 64. AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6693957 AND THAT MODIFICATION THERETO RECORDED UNDER RECORDING NO. 20110223000006. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL U) 54. SUBJECT TO THAT RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW, AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED IN DEED TO THE STATE OF WASHINGTON CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6727551. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL V) 55-57. NOT APPLICABLE. 58. SUBJECT TO THAT EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY WATER DISTRICT NO. 100 AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7104080368. 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 FACILITIES AS CONSTRUCTED. (AFFECTS PARCELS U AND V) 59-69. NOT APPLICABLE. 70. SUBJECT TO THAT EASEMENT FOR COMMUNICATION FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED PACIFIC NORTHWEST BELL TELEPHONE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8203290510. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL U) 71. SUBJECT TO THOSE RESTRICTIONS AND CONDITIONS CONTAINED IN PERMIT NUMBER M-58-83 GRANTED TO THE WEYERHAEUSER COMPANY FOR A BUILDING A GATE AND THE TERMS AND CONDITIONS THEREIN AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8309091039. THE APPROXIMATE LOCATION OF THE GATE IS DEPICTED HEREIN. (AFFECTS PARCEL U) EXCEPTIONS FROM THE TITLE REPORT 72. 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 THE SOUTHERLY MARGIN OF S. 336TH STREET. (AFFECTS PARCEL U) 73-74. NOT APPLICABLE. 75. SUBJECT TO THAT EASEMENT FOR ELECTRICAL FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9008270633. 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 FACILITIES AS CONSTRUCTED. (AFFECTS PARCEL U) 76. NOT APPLICABLE. 77. SUBJECT TO THAT EASEMENT FOR COMMUNICATION FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO U.S. WEST COMMUNICATIONS AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9201160717. THE APPROXIMATE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL V) 78. NOT APPLICABLE. 79. 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 PARCELS U AND V) 80-83. NOT APPLICABLE. 84. SUBJECT TO THAT EASEMENT FOR COMMUNICATION FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO U.S. WEST COMMUNICATIONS AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 19991108000756. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL V) 85. 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. 20001214000760. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL V) 86. NOT APPLICABLE. 87. SUBJECT TO THAT LATECOMER AGREEMENT REGARDING SANITARY SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF BETWEEN LAKEHAVEN UTILITY DISTRICT AND THE QUADRANT CORPORATION AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20041021000099. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCELS U AND V) 88. NOT APPLICABLE. 89-95. NOT REPORTED HEREIN. 96. SUBJECT TO THAT EASEMENT FOR INGRESS AND EGRESS FOR THE SOLE PURPOSE OF ALLOWING MAINTENANCE VEHICLES TO ACCESS THE EXISTING WATER PUMP STATION AND THE TERMS AND CONDITIONS THEREOF GRANTED TO LAKEHAVEN UTILITY DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20110223000006. THE APPROXIMATE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL U) SCALE: N /A PORTION OF NE 1 /4 NE 1 /4 AND THE SE 1 /4 NE 1 /4 OF SECTION 21, T. 21 N., R. 4 E., W.M. 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 MAP ACCURACY AT THE SCALE OF 1" = 50 FEET. 2. AS AN EXCEPTION TO THE FEDERAL WAY REVISED CODE, CRITICAL AREAS ARE NOT DEPICTED ON REVISED LOT NO. 2, AS THAT INFORMATION IS NOT AVAILABLE FROM THE PROPERTY OWNER AT THE TIME OF PREPARING THIS BOUNDARY LINE ADJUSTMENT (BLA). CRITICAL AREAS MAY EXIST ON LOT NO. 2 AND WILL NEED TO BE DELINEATED PRIOR TO DEVELOPMENT, AND IF THOSE WETLANDS OR OTHER CRITICAL AREAS PREVENT DEVELOPMENT, THEY DO NOT GET AN ACCOMMODATION. THE BLA DOES NOT GUARANTEE THE LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. 3. EXISTING WETLANDS AND BUFFERS ON LOT 1 AS DEPICTED HEREIN WERE DELINEATED AND CLASSIFIED BY TALASEA CONSULTANTS, INC. ON JUNE 16, 2016. AREAS PRIOR TO ADJUSTMENT PARCEL U 19.499 ACRES 849,370 S.F. PARCEL V 38.268 ACRES 1,666,950 S.F. AREAS AFTER ADJUSTMENT LOT 1 18.981 ACRES 826,790 S.F. LOT 2 38.786 ACRES 1,689,530 S.F. NOTE: ACREAGE IS LISTED TO THE NEAREST 10 SQUARE FEET. CONSULTING ENGINEERS LLC 33400 8TH AVE. S. G 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 I Project Management Landscape Architecture DRAWING NAME:\1886\001\016\SURVEY PLOTS\Bt.Al-03.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2017-01-28 1886-001-016 CHKD. BY SCALE SHEET C.A.F. N/A 3 OF 9 RECORDING NO. CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 16--102886 -- 00-- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON HORIZONTAL CONTROL SCALE: 1 " = 300' PORTION OF NE 1 /4 NE 1 /4 AND THE SE 1 /4 NE 1 /4 OF SECTION 21, T. 21 N., R. 4 E., W.M. VOL./PAGE LEGEND FOR ALL SHEETS (R1) RECORD OF SURVEY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION RECORDED UNDER RECORDING NO. 20100526900003 (R2) 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 SCALE: 1 = 300' (R3) RECORD OF SURVEY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION RECORDED UNDER RECORDING NO. 20100512900004 300' 150' 0 300' 600' (R4) WASHINGTON STATE HIGHWAY COMMISSION, DEPARTMENT OF HIGHWAYS aP PLANS ENTITLED "SR 5 - PIERCE COUNTY LINE TO JCT. SSH NO. 5-A" v DATED JUNE 24, 1958 PARCEL U EXISTING LOT DESIGNATION 2 NEW LOT DESIGNATION FOUND MONUMENT AS NOTED FOUND 3" x 3" CONCRETE A �J,& MONUMENT WITH 1" BRASS DISC A DELTA / WITH PUNCH, DOWN 0.6' IN CASE (SEPTEMBER 2015) R RADIUS A=5'00' 13" `a o R=596.24' `Vo 0 o`O L LENGTH L=52.07' obi h (R) RADIAL FOUND 1 3/4" BRASS DISC WITH X, 0 v (37) LOT IN VACATED STATE PLAT, VOLUME 41, PAGES 30-32 SET IN CONCRETE DOWN 0.9' IN CASE (SEPTEMBER 2015) 61BLOCK IN VACATED PLAT OF "NORTH LAKE ADDITION TO EAST TACOMA" FOUND 1 3/4" BRASS DISC WITH X, VOLUME 4, PAGE 69 SET IN CONCRETE DOWN 1.0' 6�� ; OF A=27'06'21" < > RADIAL BEARING IN CASE (SEPTEMBER 2015) 3`3 R` r �- R=1200.00' �✓' <Q�?8�'\G / . L=567.70' 52 INDICATES EXCEPTION NUMBER ON SHEET 3 OF 9 g A� FOUND 4" x 4" CONCRETE MONUMENT SEE NOTE ON SHEET 3 FOUND BRASS PIN SET IN CONCRETE, ��2562� ��j WITH 2" BRASS DISC WITH X, DOWN 0.4' DOWN 1.8', IN CASE (OCTOBER 2015) D�� yg 0� �'f'�s0. IN CASE (SEPTEMBER 2015) SET REBAR AND PLASTIC CAP MARKED "ESM LLC 35142/44925" 6 170 Op CENTERLINE= N 88'11'07" W 202.04' 57.6 R4) \ 57.61' �R3) N 88'15'22" W 57.80' (ESM) S. 336TH STREET 17 16 (PUBLIC RIGHT OF WAY) 6 20 21 N 88' 15'31 " W 2621.32' R3) N 88' 15'41 " W 2621.64' ESM) l l FOUND 2" BRASS DISC WITH "X" SET IN CONCRETE, DOWN 1.1', IN CASE 3Q (SEPTEMBER 2015) CO IJ U 'Z��p00FOUND 4" X 4" CONCRETE �R� •,^ �MONUMENT WITH 2' BRASS DISC �3• a WITH X, DOWN 0.3' IN BASE r9'ps„ N 05'15'23" W W ty �y° to 177 77' (SEPTEMBER 2015) r 36. FOUND 2" BRASS DISC WITH "X" o " /6513ODp SET IN CONCRETE, DOWN 0.6', z D �� IN CASE le Sg0 ' N 05' 15'23" W (SEPTEMBER 2015) co ui t N N N W W' 00 M rM • O O Z z \,� 342.69' _ VACATED S. 336TH STREET 161,15 N 88' 15'22" W 1740.88' N 88'15'52" _ (ESM) 21 22 W 1740.93' (R1) Ua FOUND CONCRETE MONUMENT _ MONUMENTED SECTION LINE: 13 2 WITH 1/4" BRASS PIN, DOWN 1.0', N 88' 15'22" W 1994.94' (ESM) 18 IN CASE (OCTOBER 2015) N 88'15'52" W 1994.95' (R1)(R3) v \ I HELD FOR CENTERLINE OF ROAD M- N U 4�9 I A=69'01'16" AND MONUMENTED EAST LINE OF SECTION 21. FOUND 1 3/4" BRASS DISC WITH X � Q � R=600.00' � SET IN CONCRETE DOWN 0.3' IN CASE (0 o Qj d I U L=722.79' N 74.16'39" W } Z �j 186.80' S. 337TH STREET VACATED 33RD PLACE S. Q FOUND 3.5" X 3.5" CONCRETE MONUMENT WITH 1" BRASS DISC WITH PUNCH, STAMPED: SECTION a LINE", 0.2' ABOVE GROUND U (SEPTEMBER 2015) 1 O ILi V5 ¢ U 17 I j l w I A=75'30'48"-� ¢ IS1 R=350.00' C t N 2 I� L=461.29' MATCH LINE — SEE SHEET 5 ' 11 1660.97' (ESM) C FOUND 3" BRASS DISC WITH PUNCH, SET IN CONCRETE, DOWN 2.5', IN CASE (SEPTEMBER 2015) 1133.1' (R4) 1132,81' (ESM)(R3) ` 21 N 88'31'23" W 2636.53' (ESM) 28 N 88'31'27" W 2636.40' (R1)(R3) �� cn ¢ (r W 2 z a LLI Z o o � N V) > ,- WMW—ZW= LLINfY o `n xm LLJ c)r,(jr-4-2Q >- ZO ZN F Z LU —. m Z o W / 0o 21 22 CONSULTING ENGINEERS LLC 33400 8TH AVE. S. IGI�I 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 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: §OR Wi El�-ERFORMED IN CONJUNCTION WITH THIS RECORD OF SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND 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\SURVEY PLOTS\BLA1-04.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C. A.F./R.F.G. 2017-01-26 1886-001-016 CHKD. BY SCALE SHEET C. A. F. 1 "= 300' 4 OF 9 FCITY ederal Way BOUNDARY LINE ADJUSTMENT NO. 16--102886 - 0O-'- SU CITY OF FEDERAL WAY KING COUNTY* WASHINGTON 17116 S. 336TH STREET FOUND BRASS PIN SET IN CONCRETE, DOWN 1.8', IN CASE (OCTOBER 2015) r M NN 00 t >.0 1-- f S. 344TH STREET f 1 ww NN ;*"0- in . 00 zz FOUND 2" BRASS DISC WITH PUNCH SET IN CONCRETE, DOWN 1.0', IN CASE (SEPTEMBER 2015) IT FOUND BRASS PIN SET IN CONCRETE, DOWN 1.8', IN CASE (OCTOBER 2015) S. 336TH STREET 17 16 (PUBLIC RIGHT OF WAY) 16// 20 31 21 N 88' 15'31 " W 2621.32' R3) N 88'15'41" W 2621.64' ESM) !F \ FOUND 2" BRASS DISC WITH . X" } SET IN CONCRETE, DOWN 1.1 , IN CASE N 8W 15'22" W 57.80' �ESM) 57.61 ' R3) 57.6 R4)) HORIZONTAL CONTROL RECORDING NO. SCALE: 1 " = 300' VOL/PAGE PORTION OF NE 1 /4 NE 1 /4 AND THE SE 1 /4 NE 1 /4 OF SECTION 21, T. 21 N., R. 4 E., W.M. A.T. CURVE --+-� � (SEPTEMBER 2015) MATCH LINE — SEE SHEET A VACATED S. 338TH STREET 6 f I I z Z� LU �z�LS i6 0P �X___ WWL L— o QzQ0TH STREET Ix N F LLi ZZ ,di w Z Q �N = f i f� o NN N 15 J 12 w ARCEL V ' N N N 2:q D: wW z Q � F J f> a : SALE: = 304r co °O VACATED S. 342ND STREET nn 306 0 300 ,: �, ... , . ' :. 600' f 00 14 � � 13 � 5 130 zz I N 88*22'17" W 5257.96' (R1) ` + i t '.1 N 8822'17" W 2620.44' R1) R3) / , N 88'22'17" W 5258.09' (ESM) N '22', ) p/sF/ 88' N 22'17" W 2620.57' �ESM� -- / _ N 8817" W 2637.52' (R1)(R3) 88'22 17 W 2637.52 (ESM) 'b- 2085.37' ESM) — '"' 21 2085.17' R3)�,. -� VACATED S. 344TH STREET -tl / SEE LEGEND ON SHEET 4 OF 9 N t¢D f N CC W U) N w w e i'J 040 M p0 N (0 N Op f 00 W O N cri 4i n "� Q Z Z w: = 00 t7 N C") N Inr 1 �F. cob) 0 O > >0� 4-) z z SQ\� o 4z cu �1 S. 348TH STREET -- 1779.80' ESM) T 1779.64' ) 89. N 88'23' 17" W 3175.65' �ES 0`S�- N 88'23'18" W 3175.5S' Ri 9. srP, �F vi j''I'J j � r N Z mow. x t5 too Cq N N — r— FOUND 3" BRASS DISC WITH "X" SET IN CONCRETE, DOWN 0.9', IN CASE (SEPTEMBER 2015) STA. 1875+63.49 (R3) STA. 1875+62.4 (R4) 1503.72' (ESM) N 88'31'23" W 2636.53' (ESM) N 88'31'27' W 2636.40' (Ri)(R3) ;o (R1)=(ESM) SPIRAL �R 946'0a, - 2 q8<R1i / z CURVE 0=1 �0.0, i R9 .54.5 ' f / A=4'30'00' �-- _ Ls=3.0 _ . _ 823.28' !i " . \ '572.58(ESM) '" 572.63' R1 } 276.58 (ESM) 276.55' (R1) 546.70; �546.73 (ESM) (R1) - f a ui FOUND 4" X 4" CONCRETE WITH BRASS PIN, MONUMENT NO PUNCH (SEPTEMBER 2015) 09 w CC Sc ovi 00 U ' w w l / (I z z M 00 �i z o z z o� v BASIS OF HORIZONTAL. DATUM WASHINGTON COORDINATE SYSTEM (WCS) - SOUTH ZONE REFED83UILIING THE WASHINGTON STATE RENCE NETWORK T 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 CONSULTING ENGINEERS LLC } I I ICY wlAw�.I�..,IM , I ■ I 1133.1' 1132.81' �R4) ESM)(R3) 33400 8TH AVE. S. , Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVEREiT (425) 297-8900 Civil Engineering Public Works Land Surveying Project Management Land Planning Landscape Architecture vi > U q .Vw.� W w o Lo �ah'rn w za M pN Q tNU N = til Y w w R �n � w OM } W Z � F 0 W �) 0 o z z FOUND 2" IRON PIPE FILLED WITH CONCRETE, WITH DIMPLE, DOWN 0.4', IN CASE (SEPTEMBER 2015) N ON LINE, HELD FOR o co � CENTERLINE OF ROAD o� nN 01'14'09" E 283.30' (ESM) / N 01'13'53" E 283.37' (R1) i i i - fi FOUND 3" BRASS DISC WITH PUNCH, SET IN CONCRETE, i '2 DOWN 2.5', IN CASE (SEPTEMBER 2015) U� W �. U cU (fl f '00 N FOUND 2" IRON PIPE FILLED w w WITH CONCRETE, WITH NAIL, DOWN 0.4', IN CASE ouo) (OCTOBER 2015) o ON LINE, HELD FOR ME^ CENTERLINE OF ROAD I .w� 0 0 zz 0rn 0 rn0) - FOUND 2" IRON PIPE FILLED WITH CONCRETE, WITH NAIL, �7r IN CASE (OCTOBER 2015) ON LINE, HELD FOR CENTERLINE OF ROAD DRAWING NAME:\ 1 886\001 \0 1 6\SURVEY PLOTS\BLA1-05.DWG BOUNDARY UNE ADJUSTMENT PREPARED FOR FEDERAL. WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2016-12-01 1886-001-016 CHKD. BY ]SCALE I SHEET C. A.F. 1 "=300' 5 OF 9 RECORDING NO. r Federal Way BOUNDARY LINE ADJUSTMENT NO 16-102886--00 . SU CITY OF FEDERAL WAY DING COUNTY, WA HINGTON 1i SCALE:1 = 3000 3001. "160' o ` ' 300• eoo� SEE LEGEND ON SHEET 4 OF 9 SHEET INDEX uQ 2 t S. 337TH STREET ff JI 2 �N I I I� t ' 10 I I U t7 SEE SHEET 7' —VACATED S. 338TH MATCH UNE F EET 2 �0[- 1z 1s IZI 11 S Q El 0 N SEE Q SHEET 8 L � L JAJ> Q _ .J L a [VACATED S. 340TH STREET ui z 15 I I 12 I I a � w L. � ,a�eE� v 2 Q J 14 � 13 � — MATCH LINE I I F F Q I SEE SHEET 9 I I II II � VACATED S. 344TH STREET�P-ll OF ti 5�A EXISTING LOT LINE TO RE EXTINGUISHED IV SCALE: 1 " = 300' POR71ON OF NE 1 /4 NE 1 /4 AND THE SE 1 /4 NE 1 /4 OF SECTION 21, T. 21 N., R. 4 E., W.M. CONSULTING ENGINEERS LLC 33400 8TH AVE. S. 1 Suite 205 Federal Way, WA 98003 FEuERAL wAy (253) 838-6113 www.esmcivil.com EVERk"fT (425) 287-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture DRAWING NAME:\1886\001 \016\SURVEY PL0TS\BLA1-06.DWG BOUNDARY UNE ADJUSTMENT PREPARED FOR FEDERAL. WAY CAMPUS, LLC DWN. BY DATE JOB NO. C. A.F./R.F.G. 2016-12-01 1886-001-016 CHKD. BY SCALE SHEET C.A.F. 1 "=300' 6 OF 9 I I RECORDING No. „�► Feiieral Way BOUNDARY LINE ADJUSTMENT NO. 16--102886--- 00- SU CITY OF FEDERAL WAY SEE LEGEND ON SHEET 4 OF 9 FOUND 4' X 4” CONCRETE MONUMENT WITH 2" BRASS DISC WITH X, DOWN 0.3' IN CASE (SEPTEMBER 2015) v; (37) (42) w VICINITY OF GATE = • - FOUND 2" BRASS DISC G SUBJECT TO m ►� WITH X, SET IN CONCRETE, G RESTRICTIONS s DOWN 0.6% IN CASE (SEPTEMBER 2015) p Z m -n G 1> 6 S. 336TH STREET N 88'1s22" w S. 336TH STREET 9 N pL PUBLIC RIGHT OF WAY) ✓`� G (VACATED RIGHT OF WAY �T 169.87' 169.87 z 4 -L N 88' 15a 22» W , • fa w coo N 88" 15'22" W w N N W 15'22' EXISTING LOT LINES 44.92' N 88; 5'22* W TO REMAIN (TYPICAL) BUILDING s c� 1U 3 o' � : u LU 2 z o PARCEL U ��1 °' gs PARCEL U ;"' O Q a w $ 9 c) LLJ!rM ��Q ❑ W _ =tio act 14 • Z by F- F- 18 All Iw f- METAL �'a �'In N a STORAGE �� <� < 40' o • h UNITS �� Z PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINE NOTE: FORMER EASEMENT PER RECORDING NO. 8010100959 WAS EXTINGUISHED BY RECORDING NO. 1990817001304 . . THIS p AREA) �Oa 0i Z NIr • PARCEL U EAST LINE : '9 OF LOTS 19-36 18 A=91'14'58" 64 BLOCK 18 '.mot R=25.00' ��► L=39.82' 0 w S. 337T STREET Z �e°P (VACATED RIT OF WAY) N 88' 16'52' W ....... Z — — 169.87 L _ Co WATER EASEMENT 52 �, INGRESS AND GRESS SCALE: 1 " = 100' PORTION OF NE 1 /4 NE 1 /4 AND THE SE 1 /4 NE 1 /4 OF SECTION 21, T. 21 N., R. 4 E., W.M. FOUND 3.5" X 3.5" CONCRETE MONUMENT WITH 1 " BRASS DISC WITH PUNCH, STAMPED: "SECTION LINE", 0.2' ABOVE GROUND (SEPTEMBER 2015) N� 46'05'53- E (R) '`N 44'36'39" E (R) N 36'36'26" E (R) N 2852'00" E (R) 0 TELEPHONE EASEMENT / G C> / (PUBLIC RIGHT OF WAY) S.337TH STREET. 4 C8 665948»�W WEYERHAEUSER WAY S. (AKA 32ND AVENUE S.) (PUBLIC RIGHT OF WAY) N 88.58' 12" W 571.48' N 88'S8' 12' W 179.86 o 6.80, 7!! 715 a C1 10183a 4,71 a CURVE TABLE CURVE DELTA RADIUS LENGTH C1 41'57'03" 71.50 52.35 C2 20'57' 15" 111.50 40.78 C3 11*39'25" 80.50 16.38 C4 41'22'35" 51.50 37.19 C5 5'03' 12" 386.50 34.09 C6 48'08' 11 " 600.00 504.08 C7 07'44'26" 600.00 81.06 C8 13'08'39" 600.00 1 137.64 FOUND CONCRETE MONUMENT WITH 1 /4" BRASS PIN, DOWN 1.0% IN CASE (OCTOBER 2015) ON LINE, HELD FOR CENTERLINE OF ROAD N 27.20' 14- W (R) J 74'30'53" W (R)_ 'V .a %K tag w 53 N o fLUJ ``'o0 p tt p a ASPHALT ROAD WITH A- 51 01 \ .- E �r ' Qy W !E: �; 10 Q CONCRETE SIDEWALKS R=51.50' z58 O N(nv s • Cr .. ➢ L .29 A, P�Q � `t o roaoo� � 'A \ N 59'51'54�E ¢ APPROXIMATE LOCATION �QQ4 N ¢ OF TELEPHONE EASEMENT z 51 PARCEL U w g o 4-48'5O' 17- / o PARCEL U ❑8 ___-W - R-71.50' p % N CD N Q L--60.95'ck �u v�Nx"• w �p4 U) Q Fes = 6 5' d=6'49'38" WETLAND a ( 3 I R=313.50' NEW LOT LINE / 3 `? WETLAND I L=37.36' MATCH UNE J / DRAWING NAME:\1886\001\016\SURVEY PLOTS\BLA1-07.DWG SEE SHEET 9 SCALE: 1 to = 1000 100 50 0 100 200 1171 EASEMENT OVER w WATER EASEMENT �' f EXISTING ROADS PARCEL U o � � 0 52 :D 0 o o 0 Z F- • } :2 WATER EASEMENT j S 2 (n c it M 6,39" �o N �W s� 74 16.jq. W A-WO6' 10' A R-635.07' M L-67 64' CONSULTING EN G i N E ,R S L L C BOUNDARY UNE AWLI TMENNT 33400 8TH "E. S. I ' ZAt INV I Suite 205 PREPARED FOR Federal Way, WA 98003 FEDERAL WAY (253) s38-6113 FEDERAL WAY CAMPUS, LLC EI�EREII' (425) 297-9900 www.eamcivil.com DWN. BY DATE JOB NO. Civil Engineering Land Surveying Land Planning C.A.F./R.F.G. 2016-12-01 1886-001-016 Public Works Project Management Landscape Architecture CHKD. BY SCALE SHEET C.A.F. 1 "=100' 7 OF 9 �RECONG NO. n Federal Way BOUNDARY LINE ADJUSTMENT NO. 16 --102. 886 _ OQ-- SU CI TY OF FEDERAL WAY KING COUNTY, WASHINGTON I I Iwww17 �.i WATER FEATURE Q - cV A" N w HEADQUARTERS BUILDING 5 STORIES, CONCRETE �t ADDRESS: 33663 WEYERHAEUSER WAY S o FEDERAL WAY, WA 98003 z SEE LEGEND ON SHEET 4 OF 9 SCAL: 1" = 100' POR71ON OF NE 1 /4 NE 1/4 AND THE SE 1 /4 NE 1 /4 OF SECTION 21, T. 21 N., R. 4 E., W.M. <N 81'54'16" E> R=307.93' SEE SHEET 7 WETLAND N 84 24'31 " E> R=313.50 \ 649*38" R=313.50' I I ' Z PARCEL U f I ! � i DER L=37.36' -� I MATCH UNE �g i �' �U / I I �► i I � WETLAND N 1°14'09" E `".."'�.""".'.'_ �w�' caun•o """'"'------L-__ __-�---�-_w w_��_ ...... ,...,....._... I _�_........._.. � 32.06' _ _____ _ fp , L/ N 88'45'S1" W N 2°52'14" E S. 33$TH STREET �� — _ 45.58 nr 88.18'1 ~ w low 7' PARCEL U ss�4 ' " (VACATED RIGHT OF WAY) w I u 3 I f I 8 N 88'18 28" W /� ` 0 EXISTING LOT LINE • p ( ( TO BE EXTINGUISHED I N 150.60, t 9 � I NON + i (TYPICAL) Lu r N w R 00 I I ❑ ASP4tT R0� I ! " 1p . I Z. , �---APPROXIMATE LOCATION OF 77 I I 6UFF�cR ` 8 I a 15' X 15' TELEPHONE EASEMENT ( Il I f I I N 8q1`47' W 160.59' I I D CORNER COULD NOT BE SE - C� f I FALLS ON TELEPHONE MANHOLE \�G I ! WETLAND Vi I } 13 I : I ; I �I I < 2 �� W= I �G�. I w��i Lawn Ldt � PARCEL V I rnQ I '� I Q I PARC L V �� I z° �/ e'o, �a� ( ,°ocn� I I NQ I I �W I I» ! �WNa �o��a I EXISTING LOT LINE ( y I ( O a I Q `D Q "� J Z wx r I TO REMAIN (TYPICAL) I I : o I M a I ) I �-- ! _ + �oi - ;v v WETLAND (cn ! cNo �/ �� Q D a M °^' L- - - - —— . n > W LAN W F ------ --� _-• •�-------J L__ I,e — e �Q -- __ _. o �w _ `� !- z lin a � o ,n NEW LOT LINE l S. 340TH STREET" I f o w z to - Q - - - - _ - _ _ _ ' ;VACATED RIGHT OF WAY) 0 W� _ .------- _� __\ ._ —___ I I z p ZZ �� O WETLAND WETLAND I I;• Q; N o � ' I I I Q = W I I � • � � I f !� N 88'45'51 " W i / _ CONCRETE SIDEWALKS I N 88' 19'36" W 7 103.0 > I SET REBAR AND CAP I ! '`'i :• STAMPED: "ESM LLC ( I , d / I 35142 44925" I I �Q�ER I I I :ol WETLAND \ 12F�' // 12 f I / �o .• I f f 6 \ I I j 3 I I / !\ D / / 1a' 1SET REBAR AND CAP I I ( / z STAMPED: ESM LLC I PARCEL V ( I I I I / -71L 0 35142 44925" I I 9G,pp. l I TELEPHONE EASEMENT PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINEL:• :.. 1 APPROXIMATE LOCATION I I PARCEL V NOTE: FORMER EASEMENT PER RECORDING OF TELEPHONE EASEMENT NO. 8010100959 WAS EXTINGUISHED BY RECORDING NO. 1990817001304 f I I VACATED RIGHT OF WAY ORf I I SEE KING COUNTY ORDINANCE NO. 00328 (AKA V-1353) DATED FEBRUARY 2, / /! v FOUND 2" IRON PIPE I I I 1970 AND RECORDED UNDER FILLED WITH CONCRETE, L_ . __ ._._ �_--_ L-_---------_ J L RECORDING NO. 7111090451 ( I / ! , OD WITH DIMPLE _ p'` °D DOWN 0.4', IN CASE f __ _ _ - - _ - �" I /� �4oyryti N (SEPTEMBER 2015) S. 342ND STREET _ — °' ON LINE, HELD FOR (VACATED RIGHT OF WAY) ''~ }`'�j'�, �' CENTERLINE OF ROAD �. r............. ��. : �•- •••• -•• ••••••-- - -► ..ter-... �- �----+�-� - -r-� DRAWING NAME:\ 1 886\001 \0 1 6\SURVEY PLOTS\BLA1-08.DWG °1 CONSULTING ENGINE RS LLC SEE SHEET 9 MATCH UNE `. .-'---'�.. _ BOUNDARY LINE ADJUSTMENT SCALE. 1 " 100' 100 SO 0 100 Zoo 33400 STH AVE. S. , I IF I qw ( PREPARED FOR Suite 205 Federal Way, WA 08003 FEDERAL IMAM (253) 838-6113 FMG.iV& WAY CAMPUS, LLC EVERM (425) 297-99W www.esmcivil.com DWN. BY DATE JOB NO. Civil Engineering Land Surveying Land Planning C.A.F./R.F. G. 2016-12-08 1886-001-016 Public Works Project Manogement Landscope Architecture CHKD. BY SCALE SHEET GA.F. 1 "=100' 8 OF 9 ■ RECORDING NO. CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 1: 6--102886- 00- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON EXISTING LOT LINE TO REMAIN (TYPICAL) W g w SEE LEGEND ON SHEET 4 OF 9 SEE SHEET 8 MATCH UNE. ... Mw "Now""www .r�.n��w�www� fw.w��www��wwmow..ww��wM�,�w��...w �www��•ww��wwww�. ��wrw�9.y�r In , I VACATED RIGHT OF WAY I I - SEE KING COUNTY zo I (AKA VN 5) .DATED 8 I: = o I I D o I BURIED COMMUNICATIONS FEBRUARY 2, 1970 I: UJ � EN I I I? � I EASEMAND I AND RECORDING N0. UNDER I; Q I I Q I 85 SEWER EASEMENT _ 7111090451 I' _ I PARCEL V I = o I / /' zs, 00 N v i + I w PRESCRIPTIVE RIGHTS I FOR AN EXISTING GAS LINE. SEE NOTE I / �►t ;� I BELOW. = I I I OCATION OFPTELEPHONE ROXIMATE LEASEMENT ASPHAi� T RO — ♦ S. 344TH STREET N 88'22'17" w 662.02'- (VACATED RIGHT OF WAY) ......... .......................... .............: ASPHALT C ASPHALT VACATED S. 344TH STREET - SEE .._J KING COUNTY ORDINANCE NO. 6801 DATED MAY 29, 1984 AND RECORDED UNDER RECORDING NO. 8407180415 BUILDING (THIS PORTION AKA V-1486) UNPL4 TTED O � PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINE NOTE: FORMER EASEMENT PER RECORDING NO. 8010100959 WAS EXTINGUISHED �yL BY RECORDING NO. 1990817001304 �pP �cQ i T. SCALE: 1" = 100' 100 60 t? 100 200 10� i pF 40 / SCAL 1'° = 100' PORTION OF NE 1 /4 NE 1 /4 AND THE SE 1 /4 NE 1 /4 OF SECTION 21, T. 21 N., R. 4 E., W.M. TELEPHONE EASEMENT CONSULTING ENGINEF,RS LLC -- 33400 8TH AVE. S. � 140 Suite 205 Federal Way, WA 98003 FEDERAL wAY (253) am-6113 • EVERETi (425) 297-WW www.esmclvll.Gom Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture FOUND 2" IRON PIPE FILLED WITH CONCRETE, WITH DIMPLE, DOWN 0.4', IN CASE (SEPTEMBER 2015) HELD FOR CENTERLINE OF ROAD AND SECTION LINE. w ..o�� (I a: Z w� rnrn _w C'4 0 cV VLL 0 d UJ /,. U) ¢ o �.. z z . zz o z z N N ww ou�i •a� i� 00 zz FOUND 3" BRASS DISC WITH PUNCH, SET IN CONCRETE, ` -"21 \2- DOWN 2.5', IN CASE (SEPTEMBER 2015) R' } UJ W 4zt 0 to a '` = q2 WZ Q M U = aw QCL UJ�� W FOUND 2" IRON PIPE FILLED WITH CONCRETE, WITH NAIL, DOWN 0.4', IN CASE (OCTOBER 2015) ON LINE, HELD FOR CENTERLINE OF ROAD DRAWING NAME:\ 1 886\001 \0 1 6\SURVEY PLOTS\BLA1-09.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL. WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2016-12-01 1886-001-016 CHKD. BY SCALE SHEET C.A.F. 1 "=100' 9 OF 9 \li"indty m cxp i 0 o co m c m i i to c� m s,t i® mo .t s2;^ ro ;,%t,, x-�.xsi.. .,..:,1...'.' .:�r�..<,.¢k ., `k-"s'`. v,:t'.•r*�r. .?-,�.. �wu al iU�Yii .�Pcdi.��' k��'''.Y'� '�''"s'f�c.. ,u `;+z'ar" h �F. - mom- /V//I/p ESM JOB NO. 1666-001-016-0010 SHEET 1 OF 13 i 'ho-,&et In 0 q=; % aex SKEET NO. DRAWING NO. DESCRIPTION 1 OP-01 COVER SHEET 2 CP-02 PRELIMINARY SITE PLAN 3 CP-03 PRELIMINARY DETAILED SITE PLAN 4 GP-04 PRELIMINARY DETAILED SITE PLAN 5 CP-03 PRELIMINARY UTILITY PLAN 6 CP-06 PRELIMINARY UTILITY PLAN 7 CP-O 7 PRELIMINARY CLEARING & GRADING PLAN CP-08 PRELIMINARY CLEARING & GRADING PLAN 0 CP-09 PRELIMINARY LANDSCAPE PLAN 10 CP-10 PRELIMINARY LANDSCAPE PLAN 11 CP-11 PRELIMINARY LANDSCAPE DETAILS & NOTES 12 CP-12 PRELIMINARY VEGETATION MANAGEMENT PLAN 13 CP-13 PRELIMINARY VEGETATION MANAGEMENT PLAN PROJECT CONTACTS: CIVIL ENGINEER ARCHITECT TRANSPORTATION ENGINEER ESM CONSULTING ENGINEERS CRAFT ARCHITECTS, PLLC TENS LAURA BARTENHAGEN, PE, LEER AP BRETT CONWAY, LEED AP, NCARB JEFF SCHRAMM 33400 8TH AVE S 2505 THIRD AVENUE 816 6TH ST SUITE #205 SUITE #324 KIRKLAND, WA 98033 FEDERAL WAY, WA 98003 SEA?TLE, WA 98121 (562) 250-0581 (253) 838-6113 (206) 720-7001 LANDSCAPE ARCHITECT OWNER, / AGENT ESM CONSULTING ENGINEERS FEDERAL WAY CAMPUS, LLC LEANNE KUHLMAN TONI MESSMER 33400 8TH AVE S 11100 SAN 7A MONICA BLVD. SUITE 850 OCT 13 2m SUITE #205 LOS ANGELES, CA 90025 FEDERAL WAY, WA 98003 (310) 261-4382 CM OF FEDERAL WAY (253) 838-6113 CD5 GEOTECHNICAL ENGINEER WETLAND CONSULTANT GEOENGINEERS TALASAEA ASSOCIATES STEVE HELVEY BILL SHIELS / JENNIFER MARRIOTT 1101 FAWCETT AVE 15050 BEAR CREEK RD NE SUITE #200 WOODINVILLE, WA 98077 TACOMA, WA 98402 (425) 861-7550 REVISIC)NS V / b ,b 1� 4 WEYEFj HA n ff f f trt .lt+, ttijri ioll { r. l�ii aOiTCif�lu 11111111111rufflil ff 150 75 O 150 300 CONTOUR INTERVAL = 2' INS NIS 1-:, q \ t.d T U. a. Nei `.W.aR e. V A D a 29 LOT 5 APPROXIMATELY 6 ACRES f LOB` 1 f 50.913 ACRES f f f' PROPOSED BUILDING f.. ♦t {! gas N�\ EXISTING BUILDING r N. _ s i _ a e { \ i ✓ Y w y `�Y "� e 9 i � `A � _�_ .—_�----`', Wes, f•- - - s 1 \ J ,� .''```�a�""Wit°' •> ,�y . -� � _.. .. WA - � f T ,... PROPOSED BUILDING w � \ \ '� � �:_ r `'� -•- .>r- .- '.--- 22.330 ACRES AEL)SER` -- - - __. _. -- �?.s�r' AREA REPORT BY TALASEA ~ L®T SEE CRITICAL ASSOC. FOR DELINEKnON. FILL AND - \ / .196 ACRES r Mi IGAMON. (1YP) �® f fif f f \ / /> J / PROPOSED f [ . BUILDING 11Y\ W-„ _.\\ -�_� i LOT 13.691 ACRES �, / 9 r r. TRACT 1 � � �'s :4,�,;, �� f - � � ! E � � Y'J L J Er—, 1`J kE-1JS S'i FIO NJ r 00.0 MANAGED FOREST BUF ER {{ 19.513 ACRES 41 / [ J'z,l js 211 CL �..,,,.. •..`�-....,,."H.`�`,•. „,µ�re, .,ems r s � �"` ..• ` `` ``...` M - NA., 0 _ q - ! 'a.*'...,., -.a^^.' r .y- .••i' ff acs. „�...,,..` _Y......y.......... 1 gJ � " ( f s.^ :�`yy P.t gi.. g/ o i 77 f 10 t. ii r I F i t s .F r 0�..,. ----...---- N�°'12 zu W 1491:0 �= - 1 f ! t W 648./5' can cam cmmmmmli ammm 4 53.0' (TYP) T7 M==.. - � a& ag ax 6 �1 E,. . , -12.0 (TYP) ''� �� JLA - 26.0' (TYP) cb CO 8.5 (TYP) N 73'20'26" W e +! ! t i_ 40.0' t / 25.00 j18.0, (TYP) v ` � ` ` / I , I °�' I f t PROPOSED STOR- :. WATER POND 01 8.5' (TYP) APPROXIMATE E'LOCATION OF I ,18.0, (TYP) PROPOSE® BUILDING 1 OLYMPIC• PIPE, LINE EASEMENT I GROSS FLOOR 26.0' (TYP) I- T AREA=721,000 SF 100.0' MANAGED F\ FOREST BUFFER / j OFFICE (72,100 SF) WAREHOUSE (648,900 SF) / PARKING= 378 CARS / t 122 TRAILERS F s f Y , 12.0' (TYP)- SEE AREA REPORT t ! 53.0 (TYP) / ` ASSOC. CRITICAL FOR DELINEATION, FILgLY AND TALASEA eo ! MITIGATION. (TYP) co • I { f ! ! F 30.0' 130.0' 8.5' (TYP) 18.0, TYP 60.0' 1�ili(IIlI(lllfflill!(11 / t i - ! EXISTING GAS EASEMENT - t Ii .... .,., :. .... k I )`t ti U 18.0, (nP) �'.jL- 8.5 (TYP I ! ! a I f �tll_tl�l�lliflllllllliit�lllfllll�f�fiPi(I�il(1�llllflll�} 40.0' 40 t e �{ Q t 35 cc) w f �F �• t a EXISTING SEWER EASEMENT /\ PROPOSED STORIlOI S 7 if ER T =' EXISTING BUILDING WATER WETLAND / f / 38.0, GROSS FLOOR >? AREA=235,246 SF t ! ,! >� q PARKING=1085 CARS f 18.0 (TYP} , I 90, =s0.0 10.0' EXISTING I �� L= 5.66GAS EASEMENT cj 15.0' BUILDING SETBACK LINE t O g l rt f* 0 \ ® E9Y .5' R /W DEDICATION N 8822'20" W 441.26' \ 19.00' N 88/L2 20 k N 1'37'40" E 6.68 _ � _if`± 46.45' z 194.80' 19.00' • ^^ n / 4; N 88'22'20' W 3 t Eli 143.59' w SEE SHEET CP-04 FOR CONTINUATION .m cq .m a .Q w _ c7 ;m 0 SCALE: 1 °' _ 1 00' 9.5' R/W DEDICATION 100 50 0 100 200 CONTOUR INTERVAL =.2' DATUM: .G.V.®a 29 FRONTAGE IMPROVEMENTS PER ROAD SECTION 'Y' ON SHEET CP-03 REMOVE EXISTING DRIVEWAY PROJECTNARRATIVE: THE PROPOSE:; SHORT PLAT IS LOCATED ON THE NORTHERN PORTION OF THE CP-I -ZONED PROPERTY ON THE FORMER WEYERHAEUSER CAMPUS. THE SITE LIES GENERALLY EAST OF INTERSTATE 5, NORTH OF THE FORMER WEYERHAEUSER HEADQUARTERS BUILDING, AND WEST OF NORTH LAKE, IN THE CITY OF FEDERAL WAY. THE SHORT PLAT INCLUDES KING COUNTY PARCEL NUMBERS 162104-9056, 162104-9013, 162104-9030 AND 228500-0010. EXISTING USES ON THESE PARCELS INCLUDE THE WEYERHAEUSER TECHNOLOGY CENTER, PASSIVE AND ACTIVE PRIVATE RECREATION SPACES, ACCESS AND PARKING AREAS, AND STORMWATER FACILITIES. THE GOAL OF THE SHORT PLAT IS TO SUBDIVIDE THE EXISTING PARCELS TO BETTER RESPECT THE EXISTING RIGHTS -OF -WAY, AND TO PROVIDE THE NECESSARY PARCEL CONFIGURATION FOR THE NECESSARY INFRASTRUCTURE, PARKING, AND STORM WATER FACILITIES FOR REDEVELOPMENT OF THIS SITE. IN DOING SO, THIS SHORT SUBDIVISION PROPOSES A TOTAL OF 5 LOTS AND 1 TRACT. THIS PROPOSAL IS IN CONFORMANCE WITH THE CONCOMITANT AGREEMENT MADE BY AND BETWEEN THE CITY OF FEDERAL WAY AND WEYERHAEUSER COMPANY ON AUGUST 23, 1994, AS WELL AS THE: APPLICABLE PORTIONS OF THE 1994 FEDERAL WAY CODE THAT WAS IN EFFECT AT THAT TIME. IN BRIEF, THE SHORT PLAT DEPICTS A TOTAL DEVELOPMENT OF 1,066,900 SF OF NEW WAREHOUSE SPACE IN THREE NEW BUILDINGS (INCLUDING -ANCILLARY OFFICE SPACE OF ABOUT 10%), ALONG WITH 776 VEHICLE PARKING STALLS AND ANOTHER 1 504 TRAILER PARKING STALLS. THIS DEVELOPMENT IS IN ADDITION TO THE EXISTING WEYERHAEUSER TECHNOLOGY CENTER, WHICH WILL REMAIN,HOWEVER, THE EXISTING PARKING LOTS SERVING THE BUILDING WILL BE CONSOLIDATED, PROVIDING A TOTAL OF 1,085 VEHICLE PARKING STALLS RELOCATED TO BE IN CLOSER PROXIMITY TO THE TECHNOLOGY CENTER BUILDING. THE FOLLOWING TABLE BREAKS DOWN THE EXISTING AND PROPOSED DEVELOPMENT BY LOT: -Area. Bldg Saes General Use Parldp TraHers Lot 1 50.9 721,000 sf Warehouse, 378 stalls 122 stalls Lot 2 22.3 235,346 sf Existing Tech Center 1,085 stalls Lot 3 26.2 72,900 sf 273000 sf Terra Warehouses 399 stalls 32 staRs -Lot 4 13.7 0 sf Future Dvmt./OpetA Space Lot 5 4 0 sf Future Dvmt./Open Space Tract A I 19.5 €3 sf Open Space SITE DATA: PARCEL NOS: 162104-9056-07, 162104-9013-09, 162104-9030-08, AND 228500-0010-00 TOTAL SITE AREA: 5,194,175 S.F. (119 AC.) PROPOSED IMPERVIOUS AREA: 2,947,478 S.F. (67.66 AC.) 57% ALLOWED IMPERVIOUS AREA 70% ZONING: CP-1 CONSTRUCTION: UNLIMITED USE: WAREHOUSE, OFFICE WETLAND FILL AREA = 7,365 SF. 0.17 AC PARKING: 1,874 CAR STALLS, 154, TRAILERS TRAILER STALLS: 12'X53' PARKING STALLS: 1,861 STANDARD=8.5'Xl8' (MIN) 13 COMPACT (C)=8'X18' (0.7%) AISLE WIDTH: 26 MIN. (TYP) REVISIONS CP-03 3 OF 1 3 SHEETS PORTION E THE NE 1/4 AND THE SE 1/4 F SECTION 16 AND THE NW 1 /4 OF SECTION 1, To 21 s;i R. 4 Ea g W.M. SEE SHEET CP-03 FOR CONTINUATION - €k� � l ^ o cM1 18.0` TYP N 1 37'40" E .fir^ � � � 4 dY?r.0 / ,`/ N 88*22'20" w 441.26' ( } 19.00, N 88'22'20" W > s 76.68' \ i, � s �� N 1'3T40" E 45.45 z 194.80' 19.00' . N 88'22'20" w + / I 143.59' T -�/ 8.5 (. I i P) PROPOSED BUILDING a `y 11 5s.6 # GROSS FLOOR P = 8.0 00 ARKING 85 CARS . AREA=72,900 SF 6 TRAILERS 26.0 raj . OFFICE (7,290 SF} i 5.0 �. \ �� 100.0' MANAGED FOREST? BUFFER 40.0' 1 f> r l l WAREHOUSE (65,610 SF) N 30'42 35" w 33 1 Y 18.0' (TYP)- \� I 130.0 , -_LL 15.0 --� 8.5IX xr 8.5' (TYP) 18.4' {TYP} f41 9.5, R/W DEDICATION .` 7 g N 20'56" / \ LOT 3 141.77 F {co �.�.- 142'30'04" W r / 53.0' 1YP 26.0e (TYP STOF1t 12.0 (1!P) a as r N 47"20 56 E r F f r If f, WATER FACILITY N 47'21' 55" ' LOB A=3' 17'38" R=1272.00' l; 1 aCS �0 PROPOSED BUILDING III �Y $�'' / , $ e f L= 73.13 �£ two' " t I , r \ A=2'43' 10" CONTO 1 GROSS FLOOR - � �m / F l g i t, '`/ r _. R=1236.99' t AREA=273,000 SF a, �,/ ✓ :._ L=58 71' TU N 50'39 33 W `�, OFFICE (27,300 SF .�' % - £/ } 15.00' �,d // A=1'59'41 WAREHOUSE (245 700 SF} I / % \\ �'_ -`� ®[�` // R=1244.00" PARKING= 313 CARS N 52'35 - a03 as W L=43.31' �f % } ' EXISTING STORM 26 TRAILERS fl 19.00 WATER PONDLi %' /, j ` ` z //• = i,. A - ' REMOVE EXISTING DRIVEWAY / 55 30 06 N 88' 19' 11 " W {`�� ' r FOB% R=1257.00' xx 1 16.44' /,J, ' L=42.23' f / % ',- ( `\ A=3'31'01" c / `bD0 /� SEE CRITICAL AREA REPORT BY TALASEA \ cuss $r ASSOC. FOR DELINEA110N, FIH AND / ! MITIGATION. (TYP) 8.5 (TYP} E�)\-FRONTAGE IMPROVEMENTS PER A=1'25'58" ,f / ROAD SECTION "K" ON THIS SHEET TRACT 18.0' (TYP) R=1250.00, ;� /, -, 26.0' (TYP) L=31.26 y / / ✓ w OLYMPIC y'PIPE LINER EASEMENT / • � Y s T ' , *f r R/W DEDICATION WIDTH VARIES 1 r41,% N WATE F3 FACILITY F _ # !Ina,`2 is N 24 40'56" WOD - _° 00, SEWER EASEMENT N 9'44 23 E , ei!- €t 26.00' " € $` fir.-_ _ -0 06, 7.00' i 3 r / /�a �` _ - _`�' 'N 7'38'21-Y •S��f93 __ 27.01' XIMATE LOCATION APPR O ON OFJ4.00 s` f 1 /; OLYMPIC PIPE LINE EASEMENT '�a�.. _-.�42.06' Iogo t y { � j �� a •1OC.J �^.n`k / .,--"'r �s_ ., .:s - .':' -_'- - .,,,. "�h ".^^._:,:�,�� t z s� 9.5' R/W DEDICATION L n{4 �4V�� 13" R=554.24' OLYMPIC'PIPE LINEt EASMENT l J,'a=©! j I L=48.40' "�- l I � rf+r• � � ..ay JJ �,,,!"" T r ? i N 26'44 37 E FRONTAGE IMPROVEMENTS PER 1� J 53.38at ROAD SECTION as Kas ON THIS SHEET / jIn f N 63' 15'23" W 5.00' Ib z x / OLYMPIC PIPE LINE EASEMENT I a s' � � LOT 4Ia � � s f 8'1531" / .+•^ �C / a 129.02' § 1 Cv O r f i R co co J i 7 VL cLib! o� f( ry O � 3 � 6 S zf �. 21 1E F1° �� LLI 5` Fr 4L+4NDSCAPE EASMENT co i F; m ® I E . 4 ®► \ _ ... z(4 T I/ Go 00 Im EO t ,fi 3 "-r S - a ( m MINIMUM PAVEMENT SECTIONS PRINCIPAL MINOR COLLECTOR 0.30' HMA CL Y2", PG 64-22 0.67' HMA CL ,,, PG 64-22 0.50' HMI A CL Y2", PG 64-22 0.85' HMA CL I", PG 64-22 0.50' CSTC 0.50' CSTC 0.50' CSTC OR OR 0.30' HMA CL 1 ", PG 64-2 0.30' HMA CL h", PG 64-22 G.85' ATS 0.70' ATB NOTES: PLANTER. STRIP DIMENSION IS MEASURED FROM THE SIDEWALK TO THE FACE OF CURB. REV. FE!2! 2ab8 Feder aIWORKS 3-2K { - PUBLIC z • ;: - , IT t � 1 r c. z k � ' APPROXIMATE LOCATION OF 1 OLYMPIC PIPE LINE EASEMENT r e - / r �= J r 100.0' MANAGED FOREST BUFFER Acl 41 � F r f P pF J t 'O k f� z J r r r a i r / r t " a 3 r z p f �fi f r s ar r / l J F il t Z t d ; x PROPOSED STORM < ` WATER WETLAND r I� gI?- Ar E t j 1-� s } Ql = f a a am T % m O .:9 - m O s 0 co Go to cq �a .Q p, s m r- as O � a -— °` EXISTING BUILDING GROSS FLOOR �0 AREA=235,246 SF f I 10.0' EXISTING r ,. �. GAS EASEMENT . 15.0' BUILDING w SETBACK LINE { W. G7 F S F ,. `r/ , SEE SHEET CP--06 FOR CONTINUATION 'Jt7 J X STORMff FACILITY . t .10 >y f � � d x`SCALE. 1'° = 1 0' Y 3 � NEWf Ad J it 100 50 09 00 200 CONTOUR INTERVAL. = 2' .Ca.VeD. 29 LEGEND --�--��- PROPOSED .STORM DRAfNAGE ---� PROPOSED SANITARY SEWER PROPOSED WATER MAIN CONNECT TO EXISTING WATER MAIN EXISTING FIRE HYDRANT (TYP) FRONTAGE IMPROVEMENTS PER ROAD SECTION "K" ON SHEET CP-03 r REVISIONS OD PORTION F THE NE 1 /4 AND THE SE 1 /4 OF SECTION 16 AND THE NW 1/4 OF SECTION 15, T. 21 N, R. 4 E, W.M. SEE SHEET CP-05 FOR CONTINUATION t r FIRE HYDRANT (TYP) � •} 411 .�Ale, lop` { j SCALE: 1 100" v 100 50 0 100 200 ID! CONTOUR INTERVAL = 2' F 5xaq Y � A FRONTAGE IMPROVEMENTS PER ROAD SECTION "K" ON SHEET _ CP-03 La�Fr f00' x S f{ / i y i CONNECT TO EXISTING WATER MAIN CONNECT TO EXISTING SEWER MANHOLE If 0-- y' IRA >i I rn I I nt ;fi t / 1rn... ### c l m 1 rq S s � DATUM: N.G.V.D. 29 LEGEND ® PROPOSED STORM' DRAINAGE - s PROPOSED SANITARY SEWER PROPOSED WATER MAIN ■ -06 S} OF13SHEEEn A PORTION OF THE NE 1/4 AND THE SE 1/4 OF SECTION 16 AND THE Mffl 1/4 OF SECTION 15,, T. 21a Nli, R. 4 E, W.M. rvid /11Z 11 i.'Y i ------ y, i' I-J, :z4- V-1 tj j >I'llil Q—� 'T `777 7- T 71 1 171 7 4 X� Z1 PIZ,- '37 lFi "tiligi wk 5 7 -,Lit e wnz IN AM, EAU Y 7 4.4 J cog- p I -A, I TO 8' WALL '41k MAL. RING LIMITS (TYP GLEA T0__ 8" W' �LL ;LLLLL c -7-1 4! 1 f T 50 /A S/ Jie 444.00 4r, f #1 1- lt44.0, J.j A gy v Yll N VNI-i ING LIMITS (TYP' CLEAR o_1 PROPOSED STORM J A'11 1. oMl WATE ITY R FACIL py hU, I lali —A, V IJ47 r7- 7 pi Ale s 100.01 MANAGED FOREST BUFFER, PROPOSED BUILDING I 110 z Z 0; GROSS FLOOR AREA=721,000 SF Ji A - 14 F.F.=448.00 Al /j el m .j Jj�� SCA1 E: 1 100' J>- N, H 100 50 100 200 I IS -1: 0 A H CONTOUR, INTERVAL 2- CIO �l X t44.00l,, N Uji A -G-V.D. 29 DATUV 444. 0 q S, Z _7� LEGEND 110i V, 3P I =oM_ WALL JIL FINISHED GRADE CONTOURS 1 TO 8 f-4 JIF, ur 00 il -N, W j TO 8' WALL Nv ®r AN 1 u REVISIONS NO. DESCRIPTION/DATE BY 1/a Im to Im CID 41 cm to CR ca 01- 1& w a W cc z Z w cv c) 43) :t 0 W 0 :3 co E z co 4) cp c6 > 0 Y) CD c 0 Z o 0 L_ > _3 00) 0 it "a 0 me E U, APPROX"Nor"; FE. EARTHWORK QUANFI TIES CUT =306,000 CY FILL = 317,800 CY NET = I 1 800 CY (FILL) w n 00- PURPOSES ONLY. QUANTITIES ARE "NEAT LINO JI FOR PE 2ZZ-1- - z y7kR Dl WITHOUT ALLOWANCE FOR SHRINK OR SWELL. IT "T E CONTRACTOITS RESPONSIBILITY TO CALCULATE ALL 1S 1H V YARDAGE'S FOR BID PURPOSES. j 1% ju ER FRONTAGE IMPROVEMENTS P ON SHEET j 501 ROAD SECTION CP-03 J v PROPOSED STORM /il a "V? /b, ILDING WATER WETLAND EXIIST�NG BU & ZY GROSS FLOOR ow AREA=235,246 SF Io JZ F.F.=437.08± 1 Al U. 1 %q 4 Xv 7 f Wy J, " , 1� 121 J; f P oe". s In �Z Al wy py W� Frn fVol SEE SHEET \(_�.IP-08 FOR CONTINUATION o a: 0 Go OD E m C.1 E A - A PORT�ON OF THE NE I /44 AND THE SE li /'Z,- OF %1S`)EC 11 �ON 16 AND THE NvV" 1 /4 OF SECT�ON 1 51 T. 21 N., R. 4 E.9 W.M. SEE SHEET CP-07 FOR CONTINUATION' � . 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DESCRIPTION/GATE BY PORTION E THE NE 1/4 AND THE, SE 1/4 F SECTION 1 THE 1/4 SECTION 15, T. 1 ag R. 4 E., . i` s _ , t �,r� T EI W" F '- .- ix t 7z,./Ml ------------ �- ! ! i rL S" - .x ------ -- Jf ell 100.0' MIN. MANAGED FOREST BUFFER SEE SHEET CP-12 -77 t i r l O tea. + + 4 t' ...� x- Aye AACp j ,e`'� ., / .=` ° + i xi ♦ z ,.t y `` :; r' STATE O _ WASHINGTON REGISTERED AU ARCHITECT / �� : ;♦ + \ / _'�— PROPOSED ST / : + WATER POND LEANNE D. KUHLMAN i r F CERTIFICATE Na 743 PROPOSED BUILDING I �nm N .j • � } i {ii�, f�; r � f;�r9^ j�f., . P 'Q # / LOT Y a +3! x f �f y}f .' f' f, L r / /o + + i `�`+l ;,s fff STORM POND LANDSCAPING- "" � -< /.: ;� ! t t .`' SEE TYPICAL PLANT PALETTE r m z i + +. HYDROSEEDED LAWN f Qs � ! 1 a o a eti + + -� AND DETAIL ON SHEET ALE: = 1 �0 PLANTING STRIP. if f w GP-1V. w wx v o cc Ld PER 1904 CONCOMITANT AGREEMENTS , s�.F / 0i� 5±� €i! 0c3 2t�0 _ A A REMAIN n` / ! ALL UNDEVELOPED AREA SHALL E ' �'• IN A NATIVE STATE. EXISTING VEGETATION FIRE HYDRANT _ fd . ,_, CONTOUR INTERVAL. _ 2' Z toc� t r + SHALL REMAIN IN ALL AREAS THAT ARE /; F'' w CM cr) • PROPOSED DECIDUOUS STREET LEFT UNDISTURBED, TYPICAL. 9 F' . r s f?' DATUM: N.G.Vm n 29 m 0 ! (� -- TREES AT 40 ON CENTER PER m r , ?. , % • # / CITY OF FEDERAL WAY m � � fb I` 1 j ` APPROVED SPECIES. SPECIES " F : r MENTS PER _Q c SEE CRITICAL AREA REPORT BY E I .PRu� E TO BE DETERMINED. FRONTAGE !Mti f, m o T r" TALASFA ASSOC. FOR ROAD SECTION K ON SHEET DELINEATION, FILL AND PROPOSED DECIDUOUS + rr /` y CP -� 0 can , -03 r US STREET o f' + MITIGATION. TYP r. s s V m { TREES AT 40 ON CENTER PER - ` ' r' � o ! / �s. r/ 0- PRELIMINARY INAPY PLANT PALETTE z o CITY OF FEDERAL WAY F xr , a f APPROVED SPECIES. SPECIES �= / Jnb�t tanica t A � Name Size _ ntit5A t& O a _0 0 ;+ TO BE DETERMINED. =` '% I !! U e� a� s / + (D) AFTER LAN NAME DEMOTES "DROUGHT TOLEfi��4i�IT .4 MINIMUM OF 25% OF CO I PROPOSED PLANTS ARE DROUGHT TOLERANT PURSUANT TO FWC22-1564(f) � + + CR i r t r' r p + Tau a hetero Slla / WESTERN 6 min. ht. 26 Full, vigorous, S45 F((( !4/ryy MIXED EVERGREEN AND HEMLOCK i DECIDUOUS NATIVE SPECIES ' ' ' `'♦` " Y r, s ; F ! C L - > , ThLsja plicate Hogan / HOGAN tb min. ht_ 31 Full, vigorous, 545 � � G i r - - " • PLANTING TYP. SYM. SEE ri r� .t }`" o,3 CEDAR C TYPICAL PLANT PALETTE AND e w f 1 _ t Chamaecyparis nootkatensis / min. ht. 36 Full, vigorous, BBB DETAIL ON SHEET CP 10. - �- r F ALASKAN CEDAR �> Interior parkingarea deciduous, 2 cal. 153 Full, balanced va anopy tree branching, B -� .� � �� l� • � � smaller mature c B O f. r' i ,r � . f r � "t, - ' ''j ., . ' ,r . ✓,�, Species to b determined (D) SE ," S eS e ACCENT EVERGREEN -deciduous 2" ca I. 123 1=ult vigorous, orous SAS z . Interior parking area �-, -ter - ---.. TREE SPECIES IN a calo tree- -0- '0 g ' .�( ,/�,-----.=;" �' _ larger mature ( ; �--% % _ = PERIMETER AREAS Species to be determined (D) �,:TYPICAL. REFER TO �� +- % Street treespecies per Cit of Full balanced w' t , % 'PLANT PALETTE Federal Wagroved Street branching, B�8 r f3 ,\ �1 f `�`-- 011 •� % ,♦ * THIS SHEET. Tree List (p g Q i L• D Street tree species per Citq of 2" cal. - 41 Full, balanced Federal Wa roved Street branching, 545 -,+ Tree List (D) IX k#: { :% `JFJJ,j-j/fa/j/}/�: `'s ,/"d� „•"^.y\ Ff-._...`w..+✓' 1!! PER FWCC 15067(e)(1), SUPPLEMENT PARKING t., I » % e • I LOW MtXED EVERGREEN � � � �..% \ \ �`-r-�`-�-�--� � _ AREA LANDSCAPING AND DECIDUOUS PLANT \ s ((z WITH ADDITIONAL SPECIES AT BUILDING - P ' •• : x .trx: a ! h yey c `. SHRUBSTO MEET FACADE- TYP. SYM. SEE s j _..� r o• . . TYPE 11 VISUAL r ♦ TYPICAL PLANT PALETTE/SCREEN IN AREASLL AND DETAIL ON SHEET t_< j - � _ �~�: � • / THAT' ARE NOT CP 10. + += F ALREADY {' +Y LOT SUBSTANTIALLY J l ff/ x ' SCREENED FROM THE Uj I!, -'e ;fig RIGHT OF WAY. 0. + PROPOSED STORM ,♦ fr f ATEI WETLAND ./ Vj EXISTING BUILDING e - g INTERIOR PARKING LOT. LANDSCAPING PER 1994 - P SYM. SEE FWCC TYP. r: PLANT PALETTE AND J TYPICAL LA r I , t =;DETAIL ON SHEET GP-1 O. `r ` off �s Y:f '• / � / .: j.` •' —`—, +.--+Uj s "t 1 «3 Y la 407 irs INTERIOR PARKING LOT fi `DECIDUOUS TREE PER '1994 , FWCC-TYP. SYM. TREE TO Vj to _ ,x:^• 5}� R MATURE 4: r'; r ;. � • _ , ''% E- \ BE SMALLER 'SPECIES SUITABLE FOR J } 1ni,`\, -) - _.> %%®� ,gip !1r -' r INTERIOR PARKING AREA. jiqO .' , o �., { TO BE ED. �. / /®`�-� A r ,. / oSP�C ES DETERPdIiN Uj INTERIOR PARKING .LOT DECIDUOUS TREE PER 1994 LL . TREE TO - TYP. SYM ! f -_ .` 6 BE LARGER MATURE SPECIES s SUITABLE FOR LARGER 1 - _ ..... INTERIOR PARKING AREAS. SPECIES TO BE DETERMINED, w PRELIMINARY LANDSCAPE DESIC��l,_ SEE SHEET CP-10 FOR CONTINUATIONLANDSCAPE DOTES o 0 t P ' � UNDER THE 1SS4 CITY OF FEDERAL MUNICIPAL CODE PER 1594, FWCC CHAPTER 22 PARKING LOT LANDSCAPE 1. GROUND COVERS SMALL BE PLANTED AND SPACED USING A TRIANGULAR PLANTING ARRANGEMENT, TO RESULT T#-,#S PROJECT :S .BESTED DE. CITY e FEDERAL WAY SCREENING ADJACENT TO PUBLIC RIGHTS -OF -WAY {S REQUIRED AND A 1SS4 CONCOMITANT AGREEMENT BETWEEN THE CI r IN TOTAL COVERAGE OF LANDSCAPED AREA WITHIN TREE YEARS PURSUANT TO FWCC SECTION 22-1564(j) AND THE PROPERTY OWI IER. THE PROPERTY 16 ZONED CP-L THIS LANDSCAPE AND SHALL INCORPORATE 5EF316 AT LEAST 3 IN HEIGHT WITHIN t E T EQU[REMEN I S OF A CP-i PROJECT BASED ON THESE TWO PERIMETER LANDSCAPE AREAS. ALTERNATIVELY, IF APPROVED 2. GRASS AND REQUIRED LANDSCAPNG AREAS SHALL CON T AM AT LEAST FOUR INCHES OF TOPSOIL AT FINISH PLAN MEETS THE REGULATING °D CUMENTS BY THE COMMUNITY DEVELOPMENT DIRECTOR, SUI56TANTIAL � SPECiFiCALLY= SHRU5 PLANTINGS MUST BE ADDED TO THE REQUIRED GRADE PURSUANT TO FWCC SECTION 22-1*b4(ll _Q PERIMETER LANDSCAPING TO ACT AS AN EFFICIENT SUBSTITUTE 3. EXISTING CLAY OR SANDY SOILS SHALL BE AUGMENTED WITH AN ORGANIC SUPPLEMENT PURSUANT TO FWCC JOB nr��s-oo1-o1s-o010 a PER 1594 FWCC SECTION XI- PARKING AREA LANDSCAPING SHALL SHOW (1) 2" FOR THE 3' BERM, TO REDUCE VISUAL IMPACT OF PARKING SECTION 22-164(m)_ CALIPER DECIDUOUS OR 5' HT. EVERGREEN TREE PER PARKING ISLAND AND AREAS AND SCREEN AUTOMOBILES. THE UNDISTURBED 50' WIDTH nwc. [NAME: CP-0s GROUNDCOVER SHALL BE PLANTED TO ACHIEVE boat, COVERAGE WITH N 2 NATURAL FORESTED BUFFER 18 AN EFFICIENT SUBSTITUTE FOR THE 4- LANDSCAPE AREAS SHALL BE COVERED WITH AT LEAST TWO INCHES OF MULCH TO MINIMIZE EVAPORATION YEARS- INTERIOR PARKING LOT .LANDSCAPING 1S REQUIRED AT A RATE OF 22 3' BE OR ADDITIONAL SHRUB PLANT INCxS. DRAW tvEt7 BY: LDK PURSUANT TO FWCC SECTION 22-if�4(nl SQUARE FEET OF TYPE IV LANDSCAPING PER PARKING STALL, WHEN 50 OR DRAWN BY: �oK Q MORE STALLS ARE PROVIDED. IDENTIFY THE SQUARE FOOTAGE OF ALL 5. SOIL IN PARKING LOT LANDSCAPED AREAS MUST BE NON -COMPACTED TO A DEPTH OF 18 INCHES PRIOR TO CHECKED BY: INTERIOR LANDSCAPING. PLANTING OF ANY SHRUBS, TREES, OR GROUND COVERS PURSUANT TO FWCC SECTION 22-164(). DATE: 10/12/2016 PER THE CONCOMITANT AGREEMENT, SECTION XI, LANDSCAPING: DATE OF PER ISS4 FWCC CHAPTER 22, A 10' WIDTH P,4��ING LOT PERIMETER BUFFER IS IRRIGATION DESIGN NOTES REQUIRED 1 ROW OF 2". CALIPER DECIDUOUS OR 5' HT. EVERGREEN TREES AT ALL UNDEVELOPED AREA SHALL BE LEFT IN A NATIVE STATE PRINT: 30' ON CENTER FOR THE LENGTH OF THE STRIP. UP TO 25% OP THE TREES MAY ALL PROPOSED VEGETATION SHALL BE DETERMINED TO BE BE DECIDUOUS. GROUNDCOVER SHALL BE PLANTED TO ACHIEVE �0�0 COMPAT15LE WITH EXISTING VEGETATION. PER FWCC 22-15b4(o-t), IRRIGATION SHALL 5E PROVIDED TO ESTABLISH NEW PLANTINGS. THE IRRIGATION SYSTEM �° COVERAGE WITHIN 2 YEARS. NATURAL VEGETATION THAT WAS SEEN NEW PARKING LOT LANDSCAPING SHALL MEET THE MINIMUM WILL BE DESIGNED TO INCLUDE SEPARATE IRRIGATION ZONES FOR LANDSCAPE PERIMETER BUFFER (WHERE THERE a UNDISTURBED MEETS ALL OF THE REQUIREMENTS OF THIS SECTION. STANDARDS OF THE 1994 FEDERAL WAY MUNICIPAL CODE_ ARE NEW PLANTINGS), LAWN, AND INTERIOR PARKING LOT AREAS. 9 aF 13 SHEETS 0 t } f } F l .i � � r + € r _._._... •F ,� F Z ; { 100.0' MANAGED FOREST BU,FFER- SEE SHEET CP-12 b f k` F ►Ai weall l 4 / ACCENT EVERGREEN ' of err f P /�- PER FWCC '5fi7(e}(1 j, „ _ e .\ TREE SPECIES IN 9 r SUPPLEMENT PARKING SCALE: 100 FACILITY AREA LANDSCAPING PERIMETER AREAS- TYPICAL. REFER TO a_ - :, ;� ' ;-. LOW MIXED EVERGREEN ",f F I WITH ADDITIONAL fF! i i i y �``a�'l 1`"i a 8 i i ii6i8 i`�^- 6 f;r �f / 100 w7® 0 100 L®6/ PLANT PALETTE y, i i i/ _ .- AND DECIDUOUS PLANT ''� SHRUBS IS MEET ,. ..,: ,Fiiiil d..� / / TYPE II VISUAL THIS SHEET_ ;& _ �rr SPECIES AT BUILDING -i / / ! t C�NT�l96� INTERVAL 2 f / 3 / SCREEN IN AREAS LOT FACADE- TYP. SYM. SEE /` o THAT ARE NOT t r / TYPICAL PLANT PALETTE - ,, / DATUM: N.G.V.D_ 29 �J1 :' ® ✓ AND DETAIL ON THIS p,,, / ALREADY ri ;tom � / SUBSTA NTIALL t SHEET ,� 17 ® ;' r` / SCREENEDFROM THE RIGHT OF WAY. rfh HYDROSEEDED LAWN Z INT� Y,' s, N LOT rcRIOR PARKI G PLANTING STRIP. a L- o ` r �' r // LANDSCAPING PER 1994 f FiCC- TYP. SYM. SEE ; f PLANT LA NT PALETTE AND , ' � / � zz � � r � xf u :f d // j �41:`' s;.... {,UJ" , r 'y _.�✓ _ DETAIL THIS SHE ET { ' FIRE HYDRANT f .:a' e �•� /; / 1 LOT KIN f jj, r PARKING LOT ` / 1PROPOSED THEE PER 1994 PROP SED BUILDING III _ e� � DECIDUOUS _f ' FWCC- TYP. SYM_ TREE TO f r {�IAT� BE SMALLER IRE r /� ` =f, F � STORM POND LANDSCAPING— i , °' i SEE TYPICAL PLANT PALETTE �f`, - �` _ � • f 4 _._ SPECIES SUITABLE FOR INTERIOR PARKING AREA. i AND DETAIL ON THIS SHEET. /f � ( SPECIES TO BE DETERMINED. ' .` FRONTAGE IMPROVEMENTS PER ROAD SECTION "K" ON SHEET r rrt CP-03. v TYPICAL PLANTING SCHEMES T. PICAL LAYOUT $' ` '' % t ': y / GROUNDCOVER b r / ✓ SEE CRITICAL AREA REPORT BY / /F + + INTE ?lOR PARKING LOT- TYPICAL PLANIT PALETTE (D) TALASEA ASSOC. FOR ,_` ` ,f/h,, / + + + Car enteria ca{ifornica ! BudH ANEMONE h DELINEATION, FILL AND t ;.< Ceanothus / CALIFORNIA WILDLILAC + MITIGATION. (TYP} ; , V Deschampsia caespitosa / TUFTED WAIRGRASS / ` ' DECIDUOUS INTERIOR PARKING LOT Santolina / LAVENDER COTTON SHRUBS DECIDUOUS TREE PER 1994 S iraea betulifolia var. lucida / 5IRG4-I LEAF SPIREA �f I \ FIRE HYDRANT FWCC- TYP. SYM. TREE TO p EVERGREEN �,�.E, / , r / t Cistus purpurea / ROCK ROSE ; �., `' /// ;, = BE LARGER MATURE SPECIES Perovskia atri {icifo{ia / RtISSIAI�I SAC=E SHRUBS i , r , \ TRACT `. \�//� � =' �f;� �° / SUITABLE FOR LARGER Sedum s . i STONEGROP ISLAND ` 1 / <�• r Y / INTERIOR PARKING AREAS. pp c t > Achillea mille+olium / FARROW TREE a � -�/ � � -� �/'' SPECIES TO BE DETERMINED. ::, ; < . ✓ T AGREEMENT \ " / / .: ,, <% „t' ! / PE _ t ,_ ( NATIVE PER 1994 CONCOMITANT 1 / STORM POND NATIVE SPECIES- TYPICAL PLANT PALETTE � D) { / ` - t f 1 ALL UNDEVELOPED AREA SHALL REMAIN \ , ,// / ,,.''X `� �� //'' f.� rF, ; � ,/e If ; :PROPOSED DECIDUOUS STREET Arctostaphylos uva uwsi / KINNIKIRINICK EVERGREEN - o t - : ' IN A NATIVE STATE. EXISTING VEGETATION' .. �ti, f/ ' r / .. Caultheria sha Ilon / SLAL _ ` �, > , ,..r. / __{„ s-TRE S AT 40 CENTER PER NATIVE- r 1 MIN IN ALL AREAS THAT ARE ,.,=_ 4,- SHALL REMAIN �l,' `f=' IGROUNDCOVER OF FEDERAL WAY Mahonia r ens / CREEPING i' �L�i-10NIA _ t LEFT UNDISTURBED, TYPICAL.._- i°iaht is aquifolium / OREGON GRAPE 3 au/i,.,� -_.. { '! : - ,* APPROVED SPECIES. SPECIES ti t Q d :, ,� �, Ili / f r Poiystichum munittam / SWORD FERN a �- r ; rK t r TO BE DETERMINED. _® Syma Ioricarpos a{bus / COM{"!ON SNOWBERRY , YA t) -� - WATER 4,•� --_:' / PROPOSED DECIDUOUS STREET Acer circinatum / VINE MAPLE :; , ,_._._ _ l FACILITY/-- t ` ' TREES AT 40' ON CENTER PER Rhamnus purshiana / CASCARA t _ CITY OF FEDERAL WAY Pseudotsuga mer(zitsau i DOUGLAS FIR NATIVE DECIDUOUS NATIVE EVERGREEN \, Thi "a {icata WESTERN RED CEDAR SHRUBS APPROVED SPECIES. SPECIES J p SHRUBS TO BE DETERMINED. T ,NAtiVE DEC{Dl.lOUS PAWING LOT MIXED NATIVE SPECIES- TYPICAL PLANT PALETTE (0.) - rsi / KINNIKINNICK ,Arctosta ios �srfa u PON Gaulthe Mahoniartrepen{s ! CREEPING MANONIA , -SON GRAPEMahonia nervosa LOW OREC Pol stichum munitum / SWORD FED : , ! t • , ,..;,:.. ...,_.,..- -y ;,...._-.<.__:=- _ .__„zi._ "'may--�.; Rosa ymnocarpa / 5ALDWIP ROSE ® m Acer circinatum / VINE MAPLE NATIVE ...EVERGREEN I Salix scouleriana / SCOULER WILLOW 5E1ILDING FACADE- TYPICAL PLANT PALETTE (D) Acer riseum / PAPERBAW MAPLE Arctostaphy{os uva-ursi KINNIKINNICK EVERGREEN i ' � � �; ' / '�`' '' ,� • ..._ �--- � � ., �y`\\ �� / a f Ceanothus / CALIFORNIA WILD LILAC I5 SHRUBS Descham 51a caes itosa / TUFTED WAIRGRASS a # fr,� ; y p Fracgaria chiloensis / COAST STRAWBERRY • F # f l i \ °`�' Mahonia nervosa / LOW OREGON GRAPE Y l' IANS DECIDUOUS .. � , • , � f ` .>' � � " Perovskia atrspirctfo{ia / RUSS SAGE try , � .. � 4 %~- Santolina / LAVENDER COTTON SHRUBS L ' ` l �,f FRONTAGE IMPROVEMENTS PER , /'' S Iraea beau{ifolia var. Iucida / BIRC+-I LEAF SPIREA 1 $' p EVERGREEN ( 1 'Fir f ROAD SECTION "K" ON SHEET ,�. w r , f / - Sedum app. / STONECROP 03 x C 6 t tt t LOT 4 � /a] ` IL co% p a O r 1 \1 I ` i; oin •'-w11"' f. fnvrt wr . n+.cv.>:__.uv...a..ss• ✓`" 1 t ��'= e. - - z. IN co CD [ ,,.n•` @$ / is � X � y,.i`. p _ >!'y, t .. i —._.,_. ...»_.__.. ..—► i .. . �...._ _...... .._ -. e_ __ ._..._ L v t4 S ' STORM t- w__ A PORT1ON OF THE NE 1/4 AND THE SE 1/4 OF SECTION 16 AND THE NW 1/4 OF SECTION 15Y T. 21 N.; R. 4 E., W.M. STAPLE REINFORCED RU155ER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL FINISH GRADE 181, mim 3 PRUNE DISEASED AND BROKEN BRANCHES HOSE AND WIRE TIES, SEE DETAIL ABOVE 2x2 PINE TREE STAKES ,--,,—SET STAKES PERPENDICULAR TO PREVAILING WIND REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP WATERING BASIN 2" SETTLED DEPTH FINE GRADE BARK MULCH " Pl- AMEND NATIVE SOIL WITH 6" DEPTH 3-WAY MIX TOPSOIL FERTILIZER TABLETS (4-21 GRAM-20-10-5) SCARIFY PIT SIDES AND 50TTOM FIRM NATIVE SOIL MOUND I 2x ROOT13ALL WIDTH I COMFEROUS TREE PLANTING AND STAMNG DETAIL_ NOT TO SCALE PRUNE DISEASED AND cr BROKEN BRANCHES REMOVE TOP 1/3 OF: BURLAP PLANT I" HIGHER THAN /-2" SETTLED DEPTH FINE IN NURSERY GRADE BARK MULCH FINISH GRADE —FERTILIZER TABLETS (4-21 GRAM-20-10-5) roll AMEND NATIVE SOIL WITH roll DEPTH 3-WAY MIX TOPSOIL -A4LY COMPACT AND WATER TWOROUC FIRM NATIVE SOIL MOUND 2x ROOT15ALL WIDTH SHRUB PLANTING DET, AiL. NOT TO SCALE PRELIMINARY LANDSCAPE CALCULATIONS 10' WIDTH PARKING LOT PERIMETER BUFFER: Uf=1 TO 25% OF THE TREES MAY BE DECIDUOUS. TOTAL INTERIOR PARKIN6% LOT LANDSCAPE AREA: 22 S=ARE FEET OF TYPE IV LANDSCAPING 15 REQUIRED PER PARKING STALL. NUMBER OF PARKING STALLS=1861 X 22 SF/STALL= 40,542 SF OF LANDSCAPING, REZ2UIRED TOTAL SF OF INTERIOR PARKING LOT LANDSCAPING PROPOSED= 330,S15 SF DROUGHT TOLERANCE CALCULATION. - AT LEAST 25% OF NEW LANDSCAPE MATERIALS MUST BE DROUGHT TOLERANT. T V tl REINFORCED RUBBER HOSE OR VINYL WITH I& GAUGE GALVANIZED STEEL WIRE TIES DETAIL 2" MAX PRUNE DISEASED AND BROKEN BRANC44ES 2x2 PINE TREE STAKES —140SE 4 WIRE TIES, SET STAKES PERPENDICULAR SEE DETAIL ABOVE TO PREVAILING WIND REMOVE BINDING TWINE 4 TOP INSTALL "TREE BOOT" OR X 1/3 OF BURLAP. Lu "ARB0f;r_iAR:D` IN LAWN AREAS. 2" SETTLED DEPTH FINE BLEND (L PLANT TREE 1'-2" HIGHER BARK MULCH THAN IN NURSERY TABLETS WATERING BASIN (4-21FERTILIZER GRAM-20-10-5) KZ7 AMEND NATIVE SOIL W1 6" DEPTH 3-WAY MIX SCARIFY PLANTING PIT PLANTING SOIL SIDES AND BOTTOM UNDISTURBED GROUND roll DEEP, FIRM, NATIVE 12" MIN. FOR WOOD SOIL MOUND STAKES 4 IS FOR REBAR 2x R00T5ALL WIDTH IN HEAVY SOILS, AUGER SlIxV DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK VERIFY GOOD DRAINAGE PRIOR TO PLANTING. DECIDUOUS TREE PLANTING & STAKING DEAi';,L NOT TO SCALE ti EQUAL SPACING cl 1/2 DIA. OF:PLANT OR AS SHOWN ON DRAWING EDGE OF PAVING OR PLANTING 5ED SHRUB AND GROUNDCOVIE-R SPACING DETA69L NOT TO SCALE REVI:SIC:)NS NO. DESCRIPTION/DATE BY IN I STATE OF W SHINGTON A N REGMT81ED dSCAPE ARCHITECT LEANNE JA.4 A biLitan (UHLMAN CERTIFICATE No. 743 Q w CD IN to to cm cp ci 03 L_ < C. w w LLJ c c: ow z 0 Z 0 W cm 4.1 wo 0 00 E z CD ow cp < < cu 0 ID (1) co 0- cu o Zo t- o) 0 t E m -y V) q) c &_ 0 w 2-0 :) U IL O Ld F 0 z U) D < A.... 09- < 0 < UJ z 4. > Z LLO LL LLJ im Ld LL_ 0 0 JOB N0886-001-016-0010 DWG. NAME: cp-11 DESIGNED BY- LDK DRAWN BY: LDK CHECKED BY: DATE: 10/12/2016 DATE OF PRINT: Cp_1 1 11 OF13SHEETS u REVISIONS NO- DESCRIPTION/DATE e; A PORTION OF THE NE 114 AND THE SE 1/4 OF SECT]IION 166 AND THE NVV 1/4 OF SECTION 15, T. 21 N.; RL 4 E., V� J%fp,, i%a a; '''_,?Y �•rm. 1 N H P .�'SQ'$�{ Y-- y-- % �..v-va `9P'� ': _ (> ''',1 _./l j ,,�' �`.'EF.S"� •lIt'll �a, a�t � as _s "„r ? I i T"� `�. + ' i_ < ? _` s :i ! g is "j I a 6 n[ + } } } B 3 > k 11 > ) ~i F R '� t `�.•,.. r: r i r , C r S aap`Os m - 5 9 z + � f.- ,.a ,'/ - J. .vA y° <: ,r.,£ - .. .-. � / 1 ''.P•i✓ �sJ� - .L.. ._, ..-:. p. ..' .,� 3 „ .:_ .y a :. c ra,t i.., ; w .�...> :. .. , r arc �"/"'-' .. , s / f 1^ a� cF fi i` q i P .. )g3 .. - _ems. '-•.'-_�._.••..... vi' ^. v a 17 .,. TYP �.. }, .1 _ :, ,. �.t- .. i —•---� �\. -y.\ �,� CI_EARINe, LIMITS ``qq r .. � tez . 1 , _ � J „ � ,: . , . / _---.-...r=} fit' ��'-•`� �. � ,,. 100.0 � F3100 MANAGED FOREST UFFI^R � �\: �. _ �' r f a }, K � t - ,� �., iRfASH Iedis i r z a 4 ay. f ' V c� KllHLMAN gam/ u / :.tr. r,+ <, ,>. • a='� ;. , _ �' �„�' d � CERTIFICATE No:'743 [ , CLEARING LIMITS (TYP) STORMPROPOSED 4 t s �!y (� k� '�-p� �{k �7 ({ 4 �Jat l,Y ti3 fl li f7 P,® d7 �� fi �41� tl S .: .h"Y .•` 001, B1 I.f `t�' j = / �� t !'J� 3` 3 \ ` _ x �'c',. i._ t5.1 1x'fijt"Jt''y'�y g �sr' - yr �y?. MFS! S fG A {� a s rf F 3t ,..._ c & IF I £ d°af' vx .,'••'>/�° ''.�;<x: C_ Q ¢ v. { �J.. r"%'p,& <w,CL yy -C Qai Lu z_.. s —\_ }a ',xs',-.',/f°f ka -1,,ire r",J''f ,,s�"f'$ w f3W C C t.. �j "r" vs'J'/J'•t:F ,l: �,3' its d PROPOSED i{moo', (�;/pq,`ga�� ) pp {q� �{��p{p}�p�-p� y ,k"}, , N N t; Ff `�.Sr �L.3+ L'-.✓' 'S ® it tl V `®d+i .. , '#,P a fl"t ,,?�,!`.a/a` a% 0 C 1 f _ d. � _rl.t� {�k 0 6i _ GROSS FLOOR r; ; . a/ : _ art 0 � Co E —r'4 z CD AREA-721,000 SF yi3 Jil ip' s 9d1 •� a ,� f. d x .h t a. i> •. s€ ,{Pa r r„+yb�. ® CS x . Q apt = O L k fL. sn �'t t4' �a }s i `�{ / ','rsy r. sr' •3'9 9r' < s �' . r jz J>jf J I ty ,�° � co UL 4.s -'M'-' ,� � t � t' �•' .r ;� �` '�`'� �-" r f , � ' -=1 1 f �j#f � � � ? r q a� � SCALE: L 1 as a � :} 'gig, Imo- ,C�yr3 . �'-' J d t 1 # )j 1, 3 � `,:%� x•) i" ' S. 'F _-. !°�. r P � �1 �/?'"* :.i � . .ff - �k i , r 1; .r".�,� �` o'�,('.w �-_."y.`�,si?' .' $ �$ d�.� -`:_ •:F.-. ..:k � B b �Z `;^;ya � i. F`i i�* a ht Y F ?i _ � / �r C Fr ie, / ft gF 100 5D C3 1 f�D 2DE3 O _ r \\ 1!`a.'. 3 y��:,.?Y;�-', ��:€ �� p o .jjgk - h. {p•�.g pA�Cp•TC •ti�+¢�,p p�+•�p �p:,'aM p��q :t. C„.:t a..`h,: l,R Y *8 Ea F \ - ,. - - _ .. _. - - % C'is IN tl '�d'8`istl+ > 0e TE OVAL 2 -� ,s 4 za ,^ .I°,::r F,': ,=, ' t k` : € ..,;, 3 k,.: tt - - ,. 3" '-'._ . ,,' a„'11 3' 3.� •i /r x g / -0` _�,. ,• r�' Y-i 3 - <r — 4fn`"r%p` %!'. —'�• t, „ - "'^--'-- •--"-'-,^,- --;'<_•rt:y - r.�"' 7 'e *> r. - s ! - $ t r f %` �. 1 � _—___•_____.__. - ._._.-,._ _ �-'.'•"LL"` — - "r,;,� y f f 'z 'a f � �, r � p:� y ? lea, f t =7�ayx y'r _ y Lam^ gp. U Z v �.�,y Y,.$" - W rs -S° `f. . �.._ Af{ —•'4"' ' y / S d ,i gqJ ��6� r , �''k a:Yo »i`g'' �..+3^pHILLWk.y ,s�: --t-"'''----- _,.t { , 3 v Yj�} Jima � ^; .'•'-_.�:,.�� ( 4W ".tst.J ' ... �- v, �.;;. �i s:..,`.a r�.a•�.e Y... -. f r $�!'.F '::. t.;w, % � 3�: :. t � - _ �z. � Q ,• F ry lqg x K a � .9.: 'i _ .r ^`; - 3,.r. .., 1 % t�+ >, IY m �� ? '+ : L YCr s - ....,.„ lrc..al"'^•_-.,-,,.. •_•--'=—.�•�/� +' `r-n a 4TTM f; > t. ' ,.N.,.-, �'1 + • U}2 ! „ _¢,�' 2. t ns >� r <^ i' h .,r .:•i-'.,��,..,ef s va t�a� � {{ l F z. , `�. art 71 �3 CL , e �: r. # y t ' z- ,. t s .: : s....,a. a,. !.,.. k� sf.p .: .¢ t' .Y�_ � ,� 3 ._ ::' ,� ,/. 1 i� 1�. I � � 1 �`+,.'>{ ;�. _ 5 � -::%• -: a i §y. <'.: l +.f � ( e +1 rrtt,, fj f ' a p fi { :A y F - " i aid' 1 a t'y 3 J -v ; < t - E F J ak'f`6x��. - .d}am d- q �td.Y f i h4— < z I a i ,. } ,. a ,: . i ...� _. a .off' g� i € # �: P i , - ,# /' -•� s i r 3 f a r TC FRONTAGE Iiv�Pt?O�'EME�a.� PER 14 f y J a f!1V \ SECTION K]9 ON SHEET�e t ROAD _ _ r �. 0 9t 4: �s L) 3 L ,.,r. p . / .{ '+r :: fr` •, ¢ : _ ,� �/ ? f: ak � , f � ` .,"� w z .f g M d:'��',� � H " \Ld �� ETL� � � � GROSS FLOOR t� J- F ff AREA=23 ,2 46 SF 1` k A' l s pa]ff 3 A t >' fF e t P _ I '� kk kQ Y ys Ak e ,,�� xAl 29 fie i d ; ' •3 J' k fi , S:e e s i R 9 j } a CLa �a. - � 1 � : � .� ,-0 u d / • , _ ,Iw � � a� ) �� '.:�'�x d s� ��S(/��p/�f/t/.rii ' - i:. .a h. �'. <.;, D`., ^< ;-.,,•- � S /,' , w '?.` :pry a �\---. 311 All -.. .. ,, ., _ ,,. .,� -::- ! ., � ♦ _ ,: � . «'d � ��/•j��q'3 _. 4 :- / ,.,`,j'��[fjJ(fl,. e .✓ !' ,. !P .,il k-,� ,;: S" � - •S .� tf d / � ; f .0 jjjj yy� � 1 : - S z(� . e 3: av,^ . - f '.Lr '`.e": n dd '"'•..._. .- __„F. r - ^ram / r • -s b1' F•' .`,Y ,'" Y' w i, - Ie € € _ }LLI O F t f d o \ . , u w µ 09 .s ,"'` a.'-.`.'`_: f-• c 3t�.� _._..- ,.,:. .-.--_-_-_.•—_.+a. .,. S. ?mow r ✓"i,`/ / �` 0 SEE SHEET CP-08 FOR CONITN AT n Boa Nauss-aal-ols-aato a. REE RESE CIO DWG. NAME: CP-12 ` A CONTINUOUS MANAGED FOREST BUFFER IS PROVIDED AROUND THE PERIMETER OF � DESIGNED BY LDK a THE _CP-1 ZONE. THE DEPTH OF THIS BUFFER IS 100' WHEN 'ABUTTING INTERSTATE 5. DRAWN BY: LDK m A GENERAL MAINTENANCE PLAN WILL BE SUBMITTED WITH THE LAND MODIFICATION CHECKED BY: PERMIT (COMMERCIAL GRADE AND FILL). 100' MIN. WIDTH MANAGED FOREST BUFFER DATE:- 10f12f2096 2�n E NATIVE VEGETATION NOT WITHIN THE 100' . WQ I: FOR TES BUFFER AND O:,ITSIDE OF DATE OF % GRADING `LIMITS WILL BE LEFT UNDISTURBED. PRINT. m -1 I= o 12 OF" 1 SHEETS PORTION OF THE NE 1/4 AND THE SE 1 /4 OF SECTION 16 AND THE NW 1 /4 OF SECTION 15, T e 21 N., R. 4 E., �AIAP�fia T E SHEET CP-07 FOR CONTINUATION tt* �, _ :r:Y' -x, .... _ .., -. .ram, ,, , ... '-�-,-'. _ .- .�r•..�->•.. " x �,.v. _ "'``.,.. '� � y t •�.. -_-.� ' r Lt Fd .. r / } 1 1• ��. �. r ,3 :;.. , %' _ � r v _. ..>,:� �...r, ,r ...�. :r :xC.. y�z li # /r �` f1. f.' .. ., .. .... 3, S�t : F t ''%. `. ...c .._..... -..._ _ C�2'"_-.._.....'_. ._..✓ .-..-.� �'^�.� �f± ! •^..• ! � \. �. ,� � \ 5... � f CLEARING LIMITS (TYP) - .f' .(yam c � PROPOSED BUILDING U ,, r � .9 { F :r* �. F ,-:.s+•; ♦. ,., �,�. 2 �L. „_ -_ i' : -yam.. � �`•,. . p,.•(� ♦ - � a- "\!�,` ' % ".:�0. a GROSS FLOOR t 1 AREA=72,900 SF > �,,` `� : '- \ r j ' 1 0.0MANAGE BUFFER 0 D FOREST Rid ,L III w� g.a 11 f tsr a\ a ;t .•-. i - �£. 'a.:r' i�-•-_..e,_...._ t r rµv,� \ Jp". rrT �f'�� f . � �' i, t i '- µ / ' e n �. �-'."_._—......_-.......�.. -� ,.� r . � T • r f p .�^ i _ � ♦. <r,i3' r JS.y 5 tea, �•: � N^ a- 1 { i „"� � 4fi — #r F +r';Y sl ,;l a# ` r\. �J. x'z ,its / F r xx r K , - / -• � � F k F i.A � > Y /. �� Ks� / { �# f �.� ' � ^ li'a .� .�1 ¢�. % � . : ,.e¢¢ Y' ¢,g � 'a rF„�� a+♦ ` / -`yak. � � " ^" ! f [i s / - (,3T .P �,� S"••+y /�• co LOT 3 $` ��'. �..}. ,�`..�TFPS'.,a*',er - `� tAt.' `� -: ""..._.„+, _.^.✓/ '. / 2 � f £ x V J ..'�/' ,,>r � i5`�» J, STORM WATERAT fF ` F , r, _ �✓''-''�+ `°�¢r " ,t' `• � �;e7� it FACILffY '1 } t s♦ r a ';r , 5_ri,•. t '` 1 E 'ar j' 1 �} j .'^�•.. j' . _ w L - . ,Sa'. • ..M Si.' f D 5 i. :i 'S:. b,ia�'�'• 5' i:'�� "� 10 e. 'z : ✓.+`'� 1 PROPOSEDBUILDING Uo 'INK GROSS FLOOR f f 3, ?Z "�' "' as (t 3 •%♦? - s .f ..+' ix� ,� ! ,f . i - .4_^ Gfa F'�, l01 J AREA-- 273,000 SF 5 r �tomn'. < �' �,�: ��•: � .3 �# '"�em°s`-°' ` >,�,�� ,��k � �i?��.,.. =�� ; �r.r r --,.EXISTING STORM ZWATER POND •:��J.� ; I/t�; � �,s,'�d ,.�.,�,�, .�y=- -'' ``�`��,�' yF•.--.. �" <! dcp °*.,, • i J f.. _a"f ..:Sa ,P.�,., '` e.+✓ 2F � ,'l i Q t. ,! _ ti. •`'f`'. ., s�"`+•�^-..,..___ ,,..�+.� i �i f ` �p �: �`^r d C,F� °'�'. �:�� F 1 �. � :e � "F � '°.✓ r rt+r v�dr` t�' :1 s�'� f _ l�fy'� +�. rY „+a FRONTAGE IMPROVEMENTS PER tom ` �4 t F ROAD SECTION „K„ ON SHEET .wT'6 }'i• J �r3y��s` j{/�r e"h i{I�j s- _`v'WI CP-03 & j fZ hi —Ju r f r�J t TRACTS till }r" CLEARING LIMITS {TYP} - z � �� !F= ✓ � \ r� Batt ` ~ �.,� / f �� .� �/ ,44 STO R 1,0 oe or WATER FACILITY s-, J�i i _ / � 4 � � /. ..-! � .. ,K•.'-•.i'�.r..e' �.z-ass„� „,,,ems♦,._ _ _ '� ��'��.. - e�E ,a � �. z"� i�� t _ _ it € r � < Fe:. �t�w�j` �,��s "�,t��.a�`.'"`fl �''`,�.,•"f ��r fIVAf» ...,max '^� :..,m,.,.......•...,,<__,. _ i � 4 i � � �kY _ k .�s.' t�e'f`�f'.r`,+fy 3%:�r�'�"�r4s -.. f � '. r� �. �gr> e".,••,..,. tT f z';' 4 _ �' k k t ,t• '.ram ' .'.,2 _ iYy. s l� y .g :•E bb jf l i :. i 3 b" .�.: a�... kk" £ �. y , FRONTAGE IMPROVEMENTS PER I 1 e L / �. .�� .' .�� ' : ROAD SECTION K ON .SHEET �' f7W,YA A., J LOT 4 J� s a ✓' �\ /ffj r 7 All Xz till o / CS _ � • ,(j3 �'� 1S jol �:y �� #++'+"4 � to ' r 201 a ! _� V/xl eQAJ I p OltAz"" , 4 \ .„ ff 04 Ed c-. ®N 4 .saeF, .�. --fir a_:r.--si aw•anx...-z-s.:aae�� ^`� � _ amp y� _ � � F%' z � � S ab m _ — — •.. -- Q LZ� 100 0 0 1€ 0 200 CO IOUR i T ER SAL = 2' DATUM: . .V. . 9