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07-104384
CIT 4:�A�1111 Federal Way BOUNDARY LINE ADJUSTMENT NO. 07-104384-00-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. KITTS CORN DEVELOPEMENT, LLC 00 I%I R/DATE MANAGING MEMBER ACKNOWLEDGMENT STATE OF WASHINGTON \ COUNTY OF KING + S SS ON THIS J DAY OF "5 2008, BEFORE ME, THE UNDERSIGNED NOTARY PU LIC IN AND FOR THE STATE OF WASHINGTON, PERSONALLY APPEARED LEN SCHOTT TO ME KNOWN TO BE MANAGING MEMBER OF THE CORPORATION THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT 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. Si0 +r+�° � ` � IOA1 I,R j,�l� ��' �s SIGNATURE OF rjT,4-F�,•,sC� �~ NOTARY PUBLIC �v PRINTED NAME DATED °�,, ��c'/ LtG = MY APPOINTMENT EXPIRES �O Ih ®/t1!11 ®� G`®® ir t� m �` VICINITY MAP ►pilrOMII,OMMI" RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ........... DAY OF .......... 20....... AT ...... M IN BOOK .......... OF ........ AT PAGE......... AT THE REQUEST OF MGR. ............................ SUPT. OF RECORDS APPROVALS: CITY OF FEDERAL WAY EXAMINED AND APPROVED THIS DAY OF 2008. DIRECTOR OF PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF 2008. ASSESSOR EXAMINED AND APPROVED THIS DAY OF , 2008. DEPUTY ASSESSOR DIRECTOR OF COMMUNITY DEVELOPMENT SERVICES TITLE EXCEPTIONS LEGAL DESCRIPTIONS, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE SHOWN HEREON ARE FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NO. 4209-1074871 DATED JULY 9, 2007. IN PREPARING THIS BOUNDARY LINE ADJUSTMENT, ESM HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS BOUNDARY LINE ADJUSTMENT. ESM HAS RELIED SOLELY UPON THE INFORMATION CONTAINED IN SAID SUBDIVISION GUARANTEE IN REGARDS TO TITLE ISSUES TO PREPARE THIS BOUNDARY LINE ADJUSTMENT AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 1. SUBJECT TO GENERAL TAXES FOR ACCOUNT NO. 202104900404. 2. SUBJECT TO GENERAL TAXES FOR ACCOUNT NO. 202104907201. 3. SUBJECT TO GENERAL TAXES FOR ACCOUNT NO. 202104900107. 4. SUBJECT TO GENERAL TAXES FOR ACCOUNT NO. 202104907003. 5. SUBJECT TO GENERAL TAXES FOR ACCOUNT NO. 202104906906. 6. SUBJECT TO TAXES WHICH MAY BE ASSESSED AND EXTENDED ON ANY SUBSEQUENT ROLL FOR THE TAX YEAR 2007, WITH RESPECT TO NEW IMPROVEMENTS AND THE FIRST OCCUPANCY WHICH MAY BE INCLUDED ON THE REGULAR ASSESSMENT ROLL AND WHICH ARE AN ACCRUING LIEN YET NOT DUE OR PAYABLE. 7. SUBJECT TO FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION CHARGES AND LATECOMER CHARGES FOR SEWER, WATER AND PUBLIC FACILITIES OF FEDERAL WAY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8905120210. 8. SUBJECT TO THAT DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NO.9704211044. 9. SUBJECT TO THAT DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NO. 9704211045. 10. SUBJECT TO THAT DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NO. 9704211051. 11. SUBJECT TO THE QUESTION OF THE MARITAL STATUS OF JEAN M. MERLINO ON JUNE 28, 1993, DATE OF ACQUIRING TITLE. IN ADDITION, TITLE IS SUBJECT TO MATTERS WHICH THE RECORD MAY DISCLOSE AGAINST THE NAME OF SAID SPOUSE, IF MARRIED. 12. SUBJECT TO THE TERMS AND CONDITIONS OF THE WILLIAM J, CHASt AND JEANETTE M. CHASE LIVING TRUST, UNDER WHICH TITLE IS VESTED. 13. SUBJECT TO THE TERMS AND CONDITIONS OF THE JOHN H. MACLEOD AND SARAH MACLEOD FAMILY TRUST, UNDER WHICH TITLE IS VESTED. 14. SUBJECT TO THAT SEWER MAIN EASEMENT RESULTING FROM KING COUNTY SUPERIOR COURT CONDEMNATION, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN AS FILED UNDER CAUSE NO. 823293. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. 15. SUBJECT TO THAT SEWER MAIN EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN AS RECORDED UNDER RECORDING NO. 7612010610. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 16. SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR 336TH STREET AS GRANTED BY DEED RECORDED OCTOBER 08, 1974 UNDER RECORDING NO. 7410080037. 17. SUBJECT TO THAT SEWER MAIN EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 7512010602. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 18. SUBJECT TO THAT SEWER MAIN EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 7612010603. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 19. SUBJECT TO THAT SEWER MAIN AND APPURTENANCES EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 7612230644. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 20. SUBJECT TO THE CONDITIONS, NOTES, EASEMENTS, CONDITIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY NO. 8610279015, RECORDED IN VOLUME 52 OF SURVEYS, AT PAGE(S) 1, IN KING COUNTY, WASHINGTON. 21. SUBJECT TO THAT ACCESS EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 8812231027. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 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 CITY STATUTE AND ORDINANCE IN JUNE, 2007. JE EY S. KIESWETTER CERTIFICATE NO. 41282 ACCOUNT NUMBERS TITLE EXCEPTIONS(CONT.) 22. SUBJECT TO THAT TELEPHONE UTILITY EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 8905150794. THE SAID EASEMENT FALLS WITHIN THE RIGHT-OF-WAY OF SOUTH 336TH STREET AND THEREFORE IS NOT DEPICTED HEREIN. 23. SUBJECT TO THAT DRAINAGE EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 9601020659. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 24. SUBJECT TO THAT DRAINAGE EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 9601020660. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 25. SUBJECT TO THAT DETENTION AND WETLAND/STREAM RESTORATION EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 9601020661. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 26. SUBJECT TO THE CONDITIONS, NOTES, EASEMENTS, CONDITIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY NO. 9607129012, IN KING COUNTY, WASHINGTON. 27. SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS; BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILY STATUS, OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE TITLE 42, SECTION 3604(C), OF THE UNITED STATES CODES, AS RECORDED UNDER RECORDING NO. 9704211043. THE LOCATION OF SAID EASEMENTS COULD NOT BE DETERMINED FROM THE INSTRUMENT OF RECORD. 28. SUBJECT TO THAT INUNDATION/SURFACE WATER EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 9704211047. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 29. SUBJECT TO THAT WETLANDS EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 9704211048. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 30. SUBJECT TO THAT ACCESS MAINTENANCE ROAD AND STORM DRAINAGE EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 9704211049. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 31. SUBJECT TO THAT DAM AND APPURTENANT SURFACE WATER STRUCTURES AND WETLANDS MITIGATION AND STREAM RECONSTRUCTION EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 9704211050. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 32. SUBJECT TO THAT INUNDATION EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 9704220986. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 33. SUBJECT TO THAT ACCESS MAINTENANCE ROAD AND STORM DRAINAGE EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 9704220987. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 34. SUBJECT TO THAT WETLANDS AND STREAM BUFFERS EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 970422-0988. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 35. SUBJECT TO THAT MANHOLE AND RELATED FACILITIES EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 9704221245. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 36. SUBJECT TO THAT MANHOLE AND RELATED FACILITIES EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 9704221246. THE LOCATION OF SAID EASEMENT FALLS WITHIN THE RIGHT-OF-WAY OF PACIFIC HIGHWAY SOUTH AND THEREFORE IS NOT DEPICTED HEREIN. RECORDING NO. SCALE: N/A PORTION OF VOL./PAGE NE 1 /4, NW 1 /4, AND SE 1 /4 OF THE NE 1 /4, S 20, T 21 N, R 4 E, W.M. TITLE EXCEPTIONS(CONT.) 37. SUBJECT TO THAT WETLANDS AND STREAM BUFFERS EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 9704221247. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 38. SUBJECT TO THAT ACCESS MAINTENANCE ROAD AND STORM DRAINAGE EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 9704221248. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 39. SUBJECT TO THAT INUNDATION EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 9704221249. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 40. SUBJECT TO THAT MANHOLE AND RELATED FACILITIES EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 9706180616. THE LOCATION OF SAID EASEMENT FALLS WITHIN THE RIGHT-OF-WAY OF PACIFIC HIGHWAY SOUTH AND IS THEREFORE NOT DEPICTED HEREON. 41. SUBJECT TO THAT POSSESSION AND USE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, AS RECORDED UNDER RECORDING NO. 9806052195. 42. SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS; BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILY STATUS, OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE TITLE 42, SECTION 3604(C), OF THE UNITED STATES CODES, AS RECORDED UNDER RECORDING NO. 19990816000033. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD. 43. SUBJECT TO THE TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN RECORDED LOT LINE ADJUSTMENT (BOUNDARY LINE REVISIONS), AS RECORDED UNDER RECORDING NO. 20010802900007. 44. SUBJECT TO THAT RIGHTS -OF -WAY AND UTILITIES EASEMENT, INCLUDING TERMS AND CONDITIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NO. 20030109002453. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 45. SUBJECT TO THE TERMS AND CONDITIONS CONTAINED IN THE DOCUMENT ENTITLED "ORDINANCE NO. 05-49C, AS RECORDED UNDER RECORDING NO. 20050624000625. SAID INSTRUMENT ALSO RECORDED UNDER RECORDING NUMBERS 20050624000623, 20050624000624, 20050624000626, 20050624000627, 20050624000628, 20050624000629, 20050624000630. 46. SUBJECT TO THE TERMS AND CONDITIONS CONTAINED IN THE DOCUMENT ENTITLED "MEMORANDUM OF AGREEMENT TO PURCHASE REAL PROPERTY', AS RECORDED UNDER RECORDING NO. 20060919000872. SECTION 20 LAl- TOWNSHIP 21 NORTH RANGE 4 EAST, W.M, DRAWING NAME:\1122\006\006\PLOTS\BLA-1 CONSULTING ENGINEERS L L C .3m 33915 1 St Way South ®��'�� Suite 200 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 BOTHELL (425) 415-6144 www.esmcivil.com ELLENSBURG (509) 962-2608 DWN. BY Civil Engineering Public Works Land Surveying Project Management Land Planning Landscape Architecture CHKD. BY 0 Q 0- J BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY VILLAGE, LLC DATE JOB NO. WDD JSK 04 16 08 1122-006-006 SCALE SHEET JSK ES Q B M f E D 1 1 OF 6 APR 2 9 1008 CITY OF FEDERAL WAY BUILDING DEPT. RECORDING NO. VOL./PAGE FCITY ederal Way BOUNDARY LINE ADJUSTMENT NO. 07-104384-00-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON LEGAL DESCRIPTIONS BEFORE ADJUSTMENTS PARCEL A: (PARCEL NO. 2021049004) THE NORTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W,M., IN KING COUNTY, WASHINGTON, LYING WESTERLY OF STATE HIGHWAY. PARCEL B: (PARCEL NO. 2021049072) THAT PORTION OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WEST OF THE SEATTLE-TACOMA HIGHWAY; EXCEPT ROADS, AND EXCEPT THE FOLLOWING PORTION: BEGINNING AT A POINT ON THE WEST BOUNDARY OF THE SEATTLE-TACOMA HIGHWAY 30 FEET NORTHEASTERLY OF A POINT WHERE THE WEST BOUNDARY OF SAID HIGHWAY INTERSECTS THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M.; RUNNING THENCE WEST PARALLEL WITH THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., 200 FEET; RUNNING THENCE NORTH 0110'12" EAST TO THE NORTH LINE OF THE SOUTH HALF OF THE SOUTH HALF OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE LAST ALONG SAID LINE OF SAID SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 20 TO THE WEST BOUNDARY OF THE SEATTLE-TACOMA HIGHWAY; THENCE SOUTHWESTERLY ALONG THE WEST LINE OF SEATTLE-TACOMA HIGHWAY TO THE POINT OF BEGINNING. ALSO EXCEPT THEREFROM THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY INSTRUMENT RECORDED UNDER RECORDING NO 3722662. PARCEL C: (PARCEL NO. 2021049001) THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W,M„ IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 20; THENCE SOUTH 00'09'38" WEST ALONG THE EASTERLY LINE THEREOF 877.49 FEET; THENCE NORTH 89'48'55" WEST 241.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'48'55" WEST 82.00 FEET; THENCE SOUTH 00'09'38" WEST 108.68 FEET; THENCE SOUTH 89'48'55" EAST 82.00 FEET; THENCE NORTH 00'09'38" EAST 108.68 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER, OF SAID SECTION 20; THENCE SOUTH 00'09'38" WEST ALONG THE EASTERLY LINE THEREOF 877.49 FEET; THENCE NORTH 89'48'55' WEST 60.00 FEET TO THE WEST BOUNDARY OF PRIMARY STATE HIGHWAY NO, 1 (ALSO KNOWN AS U.S, HIGHWAY 99) AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'48'55" WEST 181.00 FEET; THENCE SOUTH 0909'38" WEST 108.68 FEET; THENCE SOUTH 89'48'55" EAST 81.00 FEET; THENCE SOUTH 00'09'3T WEST 24.87 FEET; THENCE SOUTH 89'48'55" EAST 90.00 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 1; THENCE NORTHERLY ALONG SAID WEST MARGIN TO THE TRUE POINT OF BEGINNING. AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO 1 (ALSO KNOWN AS U.S, HIGHWAY 99). LEGAL DESCRIPTIONS BEFORE ADJUSTMENTS PARCEL D: (PARCEL NO. 2021049070) THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M.; EXCEPT THE WEST 300.00 FEET THEREOF; AND EXCEPT THE NORTH 42 FEET THEREOF CONVEYED FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 7410030037; TOGETHER WITH THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 42 FEET THEREOF CONVEYED FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 7410030037; AND EXCEPT THAT PORTION LYING WESTERLY OF PRIMARY STATE HIGHWAY NO. 1 (PACIFIC HIGHWAY SOUTH) AS CONVEYED BY DEEDS RECORDED UNDER RECORDING NOS. 1778234 AND 3715474. AND EXCEPT THE EAST 223.6 FEET OF THAT PORTION OF THE SOUTH 223.E FEET OF THE NORTH 265.6 FEET OF THE EAST 319 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., LYING WESTERLY OF PRIMARY STATE HIGHWAY NO. 1 (PACIFIC HIGHWAY SOUTH) AS CONVEYED BY DEED RECORDED UNDER RECORDING NO. 1778234 (SAID "EXCEPTED" PARCEL ALSO BEING KNOWN AS AN UNIDENTIFIED LOT IN KING COUNTY BOUNDARY LINE ADJUSTMENT NO. 8810007, RECORDED UNDER KING COUNTY RECORDING NO. 8812200807). ALSO EXCEPT THAT PORTION CONVEYED TO THE CITY OF FEDERAL WAY UNDER INSTRUMENT RECORDED UNDER RECORDING NO. 20020926001701. (ALSO KNOWN AS NEW LOT 2 OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. BLA 00-105818-000-00-SU, RECORDED UNDER RECORDING NO. 20010802900007) PARCEL E: (PARCEL NO. 2021049069) THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTH MARGIN OF SOUTH 336TH STREET WITH THE WEST MARGIN OF PACIFIC HIGHWAY SOUTH, AS CONVEYED BY DEED RECORDED UNDER RECORDING NO, 1778234; THENCE SOUTH 1'12'23" WEST ALONG SAID WEST MARGIN 223.60 FEET TO THE SOUTH LINE OF THE NORTH 265.60 FEET OF SAID SUBDIVISION; THENCE NORTH 88'44'45" WEST ALONG SAID SOUTH LINE 223.60 FEET TO THE WEST LINE OF THE EAST 262.40 FEET OF SAID SUBDIVISION; THENCE NORTH 1' 12'23" EAST ALONG SAID WEST LINE 223.60 FEET TO THE SAID SOUTH MARGIN OF SOUTH 336TH STREET; THENCE SOUTH 88 44'45" EAST 223.60 FEET TO THE POINT OF BEGINNING. EXCEPT THOSE PORTIONS CONVEYED TO THE CITY OF FEDERAL WAY BY DEEDS RECORDED UNDER RECORDING NOS. 19990816000053, 19990819001819 AND 20020927001676. SCALE: N/A PORTION OF NE 1 /4, NW 1 /4, AND SE 1 /4 OF THE NE 1 /4, S 20, T 21 N, R 4 E, W.M. LEGAL DESCRIPTIONS AFTER ADJUSTMENTS LOT 1: THAT PORTION OF A THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 20; THENCE ALONG THE NORTH LINE OF SAID SECTION 20, N 88'45'01" W, 830.41 FEET; THENCE S 01*14'59" W, 52.00 FEET TO THE SOUTH MARGIN OF SOUTH 336TH STREET AND THE TRUE POINT OF BEGINNING; THENCE S 01'14'59" W, 58.64 FEET; THENCE S 24'16'10" W, 27.48 FEET; THENCE S 34!54'11" W, 85.41 FEET; THENCE S 11'00'0T E, 71.06 FEET; THENCE S 40'23'23" E, 40.83 FEET; THENCE S 23'34'46" E, 63.86 FEET; THENCE S 07'43'17" W, 72.95 FEET; THENCE S 40'44'5C E, 57.48 FEET; THENCE S 56'15'55' E, 33.62 FEET; THENCE S 71'07'09" E, 92.56 FEET; THENCE S 45'22'43" E, 55.90 FEET; THENCE S 01'07'05" W, 67.85 FEET; THENCE S 41'02'38" W, 93.82 FEET; THENCE S 19*15'47" W, 97.53 FEET; THENCE S 27'13'40" E, 66.33 FEET; THENCE S 34!25'147 E, 63.10 FEET; THENCE S 26'19'01" W, 74.20 FEET; THENCE S 44'45'48" W, 88.81 FEET; THENCE S 13'04'35" W, 34.45 FEET; THENCE S 78'53'02" E, 62.79 FEET; THENCE S 8F44'22" E, 148.60 FEET; THENCE S 01'15'38" W, 268.34 FEET; THENCE N 88'44'22" W, 6.00 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY, 169.64 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 108.00 FEET, THE RADIUS POINT OF WHICH BEARS S 88'44'22" E, THROUGH A CENTRAL ANGLE OF 89'59'43"; THENCE S 88'44'05" E, 277.85 FEET TO THE WESTERLY MARGIN OF PACIFIC HIGHWAY SOUTH AND A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 20.96 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 2805.00 FEET, THE RADIUS POINT OF WHICH BEARS N 72'17'39" W, THROUGH A CENTRAL ANGLE OF 00'25'41" TO THE SOUTH LINE OF THE OF THE NORTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE ALONG SAID SOUTH UNE, N 88745'50" W, 377.21 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY, 146.58 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 166.00 FEET, THE RADIUS POINT OF WHICH BEARS N 40'39'58" E, THROUGH A CENTRAL ANGLE OF 50'35'40"; THENCE N 8844'22" W, 2.00 FEET; THENCE N 01'15'38" E, 228.34 FEET; THENCE N 8644'22" W, 86.05 FEET; THENCE N 7853'02" W, 67.85 FEET THENCE S 20'11'50" W, 39.80 FEET; THENCE S 24'49'00" W, 51.48 FEET; THENCE S 21'22'02" W, 64.08 FEET; THENCE S 03'30'15" W, 58.95 FEET TO THE NORTH LINE OF THE OF THE NORTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE ALONG SAID NORTH LINE, S 88'4T44" E, 34.73 FEET; THENCE S 01*14'10" W, 164.41 FEET TO THE SOUTH LINE OF THE NORTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE ALONG SAID SOUTH LINE, N 88'4 a'50" W, 527.50 FEET TO THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE ALONG SAID WEST LINE, N 01'14'10" E, 822.10 FEET TO THE SOUTH LINE OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE ALONG SAID SOUTH LINE, N 88'4523" W, 356.52 FEET TO THE EAST LINE OF THE WEST 300 FEET OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE ALONG SAID EAST LINE, N 01'15'05" E, 615.72 FEET TO THE SOUTHERLY MARGIN OF SAID SOUTH 336TH STREET; THENCE ALONG SAID SOUTHERLY MARGIN, S 88'45'01" E, 826.67 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, S 01'11'35' W, 10.00 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, S 88-45'01" E, 11.94 FEET TO THE TRUE POINT OF BEGINNING; DRAWING NAME:\1 1 22\006\006\ PLOTS\ BLA- 2 LEGAL DESCRIPTIONS AFTER ADJUSTMENTS LOT 2: THAT PORTION OF A THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE NORTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE ALONG THE SOUTH LINE OF SAID SUBDIVISION, N 88'45'50" W, 527.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 01'14'10" E, 164.41 FEET TO THE NORTH LINE OF SAID SUBDIVISION; THENCE ALONG SAID NORTH LINE, N 88'45'44' W, 34.73 FEET; THENCE N 03'30'15" E, 58.95 FEET; THENCE N 21'22'02" E, 64.08 FEET; THENCE N 24'49'00" E, 51.48 FEET; THENCE N 20*11'50" E, 39.80 FEET; THENCE S 78'53'02" E, 67.85 FEET THENCE S 88'44'22" E, 86.05 FEET; THENCE S 01'15'35' W, 228.34 FEET; THENCE S 88'44'22" E, 2.00 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY, 146.58 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 166.00 FEET, THE RADIUS POINT OF WHICH BEARS S 88'44'22" E, THROUGH A CENTRAL ANGLE OF 50'35'40" TO THE SOUTH LINE OF SAID SUBDIVISION; THENCE ALONG SAID SOUTH LINE, N 88'45'50" W, 238.55 FEET TO THE TRUE POINT OF BEGINNING. CONSULTING ENGINEERS L L C BOUNDARY LINE ADJUSTMENT 33915 1 St Way South ( ® ( ( I PREPARED FOR Suite 200 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 FEDERAL WAY VILLAGE, LLC BOTHELL (425) 415-6144 www.esmcivii.com ELLENSBURG (509) 962-2608 DWN. BY DATE JOB NO. Civil Engineering Land Surveying Land Planning WDD JSK 04 16 08 1122-006-006 Public Works Project Management Landscape Architecture CHKD. BY SCALE SHEET JSK 2 of 6 ,rafgo'p g��ndE3y7E Pro �`jl6 i1 6 1�. N6 . ✓o RECORDING NO. VOL./PAGE CITY OF 41:�A�1111 Federal Way BOUNDARY LINE ADJUSTMENT NO. 07-104384-00-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON LEGAL DESCRIPTIONS AFTER ADJUSTMENTS LOT 3: THAT PORTION OF A THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: LEGAL DESCRIPTIONS AFTER ADJUSTMENTS LOT 4: THAT PORTION OF A THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: SCALE: N/A PORTION OF NE 1 /4, NW 1 /4, AND SE 1 /4 OF THE NE 1 /4, S 20, T 21 N, R 4 E, W.M. LEGAL DESCRIPTIONS AFTER ADJUSTMENTS LOT 5: THAT PORTION OF A THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 20; COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 20; COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 20; THENCE ALONG THE NORTH LINE OF SAID SECTION 20, N 88'45'01" W, THENCE ALONG THE NORTH LINE OF SAID SECTION 20, N 88'45'01" W, 770.29 THENCE ALONG THE NORTH LINE OF SAID SECTION 20, N 88'45'01" W, 770.29 FEET; FEET; 770.29 FEET; THENCE S 01'14'59" W, 52.00 FEET TO THE SOUTHERLY MARGIN OF SOUTH THENCE S 01*14'59" W, 52.00 FEET TO THE SOUTH MARGIN OF SOUTH 336TH THENCE S 01'14'59" W, 52.00 FEET TO THE SOUTH MARGIN OF SOUTH 336TH STREET AND THE TRUE POINT OF BEGINNING; STREET AND THE TRUE POINT OF BEGINNING; 336TH STREET; THENCE S 0900'00" E, 135.65 FEET; THENCE S 00'00'00" E, 135.65 FEET; THENCE S 00'00'00" E, 135.65 FEET; THENCE S 30'46'52" E, 91.23 FEET; THENCE S 30'46'52" E, 91.23 FEET; THENCE S 3946'52" E, 91.23 FEET; THENCE S 72*11'48" E, 245.81 FEET; THENCE S 72'11'48" E, 245.81 FEET; THENCE S 72" 1'48" E, 245.81 FEET; THENCE S 35*40'10" E, 126.83 FEET; THENCE S 35'40'10" E, 126.83 FEET; THENCE S 35'40'10" E, 126.83 FEET; THENCE S 01'16'30" W, 255.93 FEET; THENCE S 01'16'30" W, 255.93 FEET; THENCE S 01'16'30" W, 255.93 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 90'00'00" E, 359.11 FEET TO A POINT OF CURVATURE AND THE THENCE S 16'50'17" W, 62.68 FEET; THENCE S 16'50'17" W, 62.68 FEET; WESTERLY MARGIN OF PACIFIC HIGHWAY SOUTH • THENCE S 42'28'57" W, 172.78 FEET; THENCE S 42'28'57" W, 172.78 FEET; THENCE NORTHERLY, 22.04 FEET ALONG SAID MARGIN AND THE ARC OF q THENCE S 02'38'16" W, 02'38'16" 200.41 FEET; THENCE S 02'38'16" W, 200.41 FEET; NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 2805.00 FEET, THENCE N W, 148.41 148.6 FEET; THENCE S 01'15'38" W, 268.34 FEET; THE RADIUS POINT OF WHICH BEARS N 88'20'55" W, THROUGH A CENTRAL W, 6.00 FEET TO A POINT OF CURVATURE; THENCE N 88*44'UTHEA ANGLE OF 00'27'27"; THENCE N 78'53'O2" W, FEET; THENCE SOUTHEASTERLY, 169.64 FEET ALONG THE ARC OF A TE THENCE CONTINUING ALONG SAID WESTERLY MARGIN, N 01*11'38" E, 4.55 THENCE N 13'04'35" E, 34.45 FEET; NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF FEET, FEET TO THE SOUTH LINE OF THE NORTH HALF OF THE NORTH HALF OF THENCE N 44'45'48" E, 88.81 FEET; THE RADIUS POINT OF WHICH BEARS N 88'44'22" W, THROUUGHGH A A CENTRAL THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE N 26'19'01" E, 74.20 FEET; ANGLE OF 89'59'43"; THENCE CONTINUING ALONG SAID WESTERLY MARGIN AND SAID SOUTH LINE, THENCE N 34'25'14' W, 63.10 FEET; THENCE N 88277.85 FEET TO THE WESTERLY MARGIN OF PACIFIC N 88'45'23" W, 2.00 FEET;'44'05", THENCE N 27'13'40" W, 66.33 FEET; HIGHWAY SOUTH AND A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, N 01'11'38" E, THENCE N 19*15'47" E, 97.53 FEET; THENCE NORTHERLY, 179.38 FEET ALONG SAID WESTERLY MARGIN AND THE 507.29 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, N 04'29'19" W, 30,30 THENCE N 41'02'38" E, 93 .82 93.85 FEET; ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF FEET; THENCE N 01'07'05" E, 67 FEET; 2805.00 FEET, THE RADIUS POINT OF WHICH BEARS N 72'17'39" W, THROUGH A CENTRAL ANGLE OF S1"; THENCE CONTINUING ALONG SAID WESTERLY. MARGIN, N 01'11'38" E, 41,14 THENCE N 45'22'43 " W, 55.90 FEET; THENCE N 88'45'44" W. 189.75 FFEET; FEET; FEET; THENCE N 71'07'09" W, 92.56 FEET; THENCE N 00OF E, 299.62 FEED TO THE SOUTHERLY LINE OF LOT 6DERAL THENCE CONTINUING ALONG SAID WESTERLY MARGIN, N 43'46'57" W, 38,16 THENCE N 56'15'55' W, 33.61 FEET; OF THE CITY FER FEDERAL WAY BOUNDARY LINE ADJUSTMENT N0. 99-0007 FEET TO THE SOUTHERLY MARGIN OF SAID SOUTH 336TH STREET, THENCE N 40'44'56" W, 57.48 FEET; AS FILED UNDER KING COUNTY RECORDING N0. 200001269000005; THENCE ALONG SAID SOUTHERLY MARGIN, N 88'45'01" W, 689.57 FEET TO THENCE N 0743'17" E, 72.95 FEET; THENCE ALONG SAID SOUTHERLY LINE, N88'14'10" W, 9.08 FEET TO THE THE TRUE POINT OF BEGINNING. THENCE N 23'34'46" W, 63.86 FEET; WESTERLY LINE OF SAID LOT B; THENCE N 40'23'23" W, 40.83 FEET; THENCE ALONG SAID WESTERLY LINE, N 01'12'20" E, 108.60 FEET TO THE THENCE N 11*00'00" W, 71.06 FEET; NORTHERLY LINE OF SAID LOT B; THENCE N 34'54'11" E, 85.41 FEET; THENCE ALONG SAID NORTHERLY LINE AND ITS EASTERLY PROJECTION, S THENCE N 24'16'10" E, 27.48 FEET; 88'46'13" E, 266.10 FEET TO THE WESTERLY MARGIN OF SAID PACIFIC HIGHWAY SOUTH AND A POINT OF CURVATURE; THENCE N 01'14'59" E, 58.64 FEET TO SAID SOUTH MARGIN OF SOUTH 336TH THENCE NORTHERLY, 193.21 FEET ALONG SAID WESTERLY MARGIN AND THE STREET; ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF THENCE ALONG SAID MARGIN, S 88'45'01" E, 60.12 FEET TO THE TRUE POINT OF 2805.00 FEET, THE RADIUS POINT OF WHICH BEARS N 84'24'07" W, BEGINNING; THROUGH A CENTRAL ANGLE OF 03'56'48"; THENCE S 90'00'00" W, 359.11 FEET TO THE TRUE POINT OF BEGINNING. C o 1'!�,1 jO 4412128-2 � sw *AL L00) LIJ Q .J DRAWING NAME:\1 122\006\006\ PLOTS\ BLA-3 O CONSULTING ENGINEERS L L C 33915 1 St Way South I® I I I Suite 200 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 BOTHELL (425) 415-6144 W W W. e s m c i v i I. C O m ELLENSBURG (509) 962-2608 DWN. BY Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture CHKD. BY BOUNDARY LINE ADJUSTMENT ffi JSK PREPARED FOR FEDERAL WAY VILLAGE, LLC DATE 1 JOB NO. 04 16 08 1122-006-006 SCALE ISHEET 1 "=200' I 3 OF 6 APR 2 9 `2008 CITY OF FEDERAL WAY BUILDING DEPT. RECORDING NO. VOL./PAGE FCITY iieral Way BOUNDARY LINE ADJUSTMENT NO. 07-104384-00-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON NORTH QUARTER CORNER FOUND 2" DOMED BRASS DISK WITH "X", IN CASE, VISITED IN SEPTEMBER 2006 17 _ N 1794.96' WEST QUARTER CORNER FOUND 2" DOMED BRAS' DISK WITH "X", IN CASE VISITED IN SEPTEMBER 2006 00 rn rn N In N 88'45'01" W 9 20 2616.98' w m in 0 z 00 N N SURVEY INSTRUMENTATION: SURVEYING PERFORMED IN CONJUNCTION WITH THIS RECORD OF SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC-332-130-100 PROCEDURE USED : FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC-332-130-090 SOUTH 336TH STREET N 01'11'38" E 10.00'- N 88'45'01" 1 1.94'- N 24'16'10" E EAST LINE OF THE 27'48 WEST 300' NE Y4, NW Y4, NE Y4, N 11'00'00" W SECTION 20. N 4(723'23" W 40.82 NEW LINE ESTABLISHED UPON THE RECORDING OF THIS BOUNDARY LINE ADJUSTMENT N 40'44'56" W 57.48' -- NORTHEAST CORNER FOUND NAIL WITH PUNCH (BASIS OF BEARING) IN CONCRETE FILLED 4" N 88'45'01" W 2625.37' 17 16 IRON PIPE. N_01'14'59" E 830.41' VISITED IN SEPTEMBER 2006 20 21 689.57' 181.64' N 00'00'00" W N 01'12'20" E N 01'11'39' E 65 135.65' 213.60'-41.14' _ N 04!29'19" 130.30' O LOT 4 PARCEL E 62' } N 88'45101" W I < 245 848" �, ,y OLD LINE 21 1.65' N I _ (� EXTINGUISHED UPON? o C`3 0 s THE RECORDING OF ,n = �� O. THIS BOUNDARY LINE U - N 07'43' 17' E 6 , _ 72.95' ADJUSTMENT w IL � U rn r Go < Lc ti LOT 5 NEW LINE a PARCEL 1D N 71'07'C , W 92.56' -� N N 88'45'23" W 1262.37' N 41'02'38" E- OLDEXTINGU 71,- 1 93 82 SHEDEUPON LOT THE RECORDING OF THIS BOUNDARY LINE ADJUSTMENT N cq PARCEL C N 2 *1 33 _�W w N 26' 19'Q1" E FW LLF 09-0007 0 74.2 ' - REC. NO, 20000�4-i700-1200 - - - - -------- N 8545'51" W 990.- - - - 0 13'04'35" E OLD LINE co PARCEL PARCEL S 34.45'- ►� EXTINGUISHED UPON THE RECORDING OF z rN N 203�.0 E L THIS BOUNDARY LINE NEW LINE ADJUSTMENT ESTABLISHED UPON N 24519' Q" E THE RECORDING OF THIS BOUNDARY LINE WEST LINE OF E 1/2, ADJUSTMENT N 03!30'15" E NE 1/4, SECTION 20 58.95' LC N 88'45'44" W 1 187.80= L16 - \i�J EST CA1\71PUS BUSINESS PARK VOL. 0 72B 7#: -6 2 11 5245.45' OLD LINE EXTINGUISHED UPON THE RECORDING OF - THIS BOUNDARY LINE ADJUSTMENT 0 r SOUTH QUARTER CORNER 00 FOUND DISTURBED MONUMENT cM0 VISITED IN SEPTEMBER 2006 `14 CALCULATED POSITION PER NO. 20051108900001 J N 88'45'01" E 1046.82' 29 �V N 01'14'10" E PARC FL A-- 527.50' SOUTH LINE N 1 /2, N 1 /2, N 1 /2, SE 1 /4, NE 1 /4, SECTION 20 N 88'45'01" W 2628.17' FOUND TACK IN CONCRETE FILLED 2' IRON PIPE, IN CASE VISITED IN SEPTEMBER 2006 o� FOUND TACK IN CONCRETE o' FILLED 2" IRON PIPE, IN CASE �`Voo VISITED IN SEPTEMBER 2006 �S• ESTABLISHED UPON n o THE RECORDING OF PACIFIC HIGHWAY SOUTH 9 CALCULATED PER ROS O•� a? THIS BOUNDARY LINE /y ADJUSTMENT z 20050815000003 0`' N 01'11'387 E 62 z 4.5 N 88' S 23" W N 90'00'00" E C /-r84!24'07" 359.11 ' 60 1 R=2805.00' \ ��� L=193.21' A=OS56'48"2)> ���� w N 01' 12'20" E 266.10'"90-D007 1 o8.so' 0012600000 ---_�o----- �r L O T F3 -- \ N N N 88' 14' 10' W Z- 0 9.08' Ll 1 z NOT A PART 14•OF SURVEYw w LOT 3 bR 00 n o N <N 75'S7'30" W�R)> U) n - ci z iT2o" N " w � N z L12 R () N 88'44'22" W(R) CO 6.00' dNN o U i/ C, � Q v 238.55' N 88'44'05" W 277.85' 60' V 1143.27' R=2805.00' \ L UNPLATTE'D\\ o--00*25'41" \<N 4(Z39'58:- CR)> - N 7217'39" (R�-> EAST QUARTER CORNER FOUND 1.5" BRASS DISK WITH PUNCH, IN CASE. VISITED IN SEPTEMBER 2006 20-T 21 / �S.K�ESEMMM ZAy CONSULTING ENGINEERS LLC 41 ° �� 33915 1 St Way South ( ® ( I a 0 p Suite 200 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 W W W. e s m C i v i I. C O m BOTHELL (425) 415-6144 ELLENSBURG (509) 962-2608 282 `SI0 1S'T'� S Civil Engineering Land Surveying Land Planning �'AL LAB Public Works Project Management Landscape Architecture EXPIRES Of SCALE: 1 inch = 200 ft. 11 100 1 200 400 PORTION OF NE 1 /4, NW 1 /4, AND SE 1 /4 OF THE NE 1 /4, S 20, T 21 N, R 4 E, W.M. CURVE TABLE CURVE DELTA RADIUS LENGTH C1 0'27'27" 2805.00 22.40 C2 89'59'43" 108.00 169.64 C3 50'35'40" 166.00 146.58 C4 3'39'51" 12805.001 179.38 EXISTING LOT AREAS LOT S.F. ACRES A 191766 4.40 B 335023 7.69 C 385287 8.84 D 942095 21.63 E 44591 1.02 PROPOSEDLOT AREAS LOT S.F. ACRES 1 1047108 24.04 2 68691 1.58 3 238054 5.46 4 318955 7.32 5 227239 5.22 LINE TABLE LINE BEARING LENGTH L1 N43'46'57"W 38.16 L2 NOV14'59"E 58.64 L3 N34754' 1 1" E 85.41 L4 N23'34'46"W 63.86 L5 N56'15'55"W 33.62 L6 N01'07'05"E 67.85 L7 N 19' 15'47" E 97.53 L8 N34'25'14"W 63.10 L9 N44!45'49'El 88.81 L10 1\178'53'02"W 62.79 L11 N88'44'22"W 148.60 L12 N88'44'22"W 2.00 L13 N88'44'22'W 86.05 L14 N78'53'02"W 67.85 L15 N21'22'02" E 64.08' L16 N88'45'44'W 34.73 L17 N16'50'17"E 62.68 L18 1\130'46'52"W 91.23 L19 N88'45'01"W 60.12 L20 SO 1 * 1 2'2CY'WI 24.76 L21 S88'46' 1 S'EI 89.62 BASIS OF BEARINGS: HELD N 88'45'01" W BETWEEN NORTHEAST CORNER OF SECTION 20 AND THE NORTH QUARTER CORNER OF SECTION 20. IN LEGEND J0 = FOUND MONUMENT AS NOTED, VISTED SEPTEMBER 2006. O = SET REBAR AND CAP, STAMPED "ESM LLC 39572 41282" R = RADIUS 0 = DELTA L = ARC LENGTH (R) = RADIAL BEARING <> = RADIAL BEARING AT LOT CORNER LLJ CL J O DRAWING NAME:\1122\006\006\PLOTS\BLA-4 > BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY VILLAGE, LLC DWN. BY DATE JOB NO. WDD 04 16 08 1122-006-006 CHKD. BY SCALE SHEET JSK RESUBMT 4 OF C APR 2 9 `2008 CITY OF FEDERAL WAY BUILDING DEPT. CIT 4:�A�L Federal Way BOUNDARY LINE ADJUSTMENT NO. 07-104384-00-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON V)~ Q Q 0 0 CD r-Q W Q in Q 1 Q o in QQ Q� o Q 0 z 1 EAST LINE OF THE WEST 300' NE 1/4, NW 1/4, NE 1/4, SAID SECTION 20. I I 1 1 WETLAND DATUM: CITY OF FEDERAL WAY VERTICAL DATUM IS BASED ON FILE NO. 2168-5-1 NATIONAL GEODETIC VERTICAL DATUM, 1929. BENCHMARK RAM -SET NAIL ON EAST EDGE OF TELEPHONE PAD AT NORTHWEST CORNER OF SOUTH 336TH AND PACIFIC HIGHWAY SOUTH. ELEVATION = 346.81 INFORMATION PROVIDED BY ENTRANCO. DATE SET 10/1/92 I __J SOUTH 336TH STRE =T_ N � N \ tt J RECORDING NO. VOL./PAGE SCALE: 1 inch = 100 ft. 100 50 0 100 200 00111129611001411111 NE 1/4, NW 1/4, AND SE 1/4 OF THE NE 1/4, S 20, T 21 N, R 4 E, W.M. ACCESS & UTILITY EASMENT REC. NOS. 7612010610 & 20030109002453 N _ _ U) \ N 88''" ' 4501W 826.67_ z- / I N 01-11'387 E L19 \\ T �_ / 10.00, N I k i 181.64' i N 88'45'01" W 761.63' \ J � _ \ r' f I I I 1 1 689.57' l OLD LINE I i I 1 / I N 88' .941 W 1 I I o" I' f I I I ' EXTINGUISHED UPON N 227 6'810" E Y o M I THE RECORDING OF I I THIS BOUNDARY LINE--i.I o i I I ( I I \ ADJUSTMENT ZI I /� z CONCRETENEW LINE / ESTABLISHED UPON z I I FOUNDATIONS I- -� ' w N I pARCE:L IL N 01'11'38" E 41.14' 55' I N 04 29' 19" W 30.30' / THE RECORDING OF I TO BE REMOVED I I oa' 01 i I 1 / THIS BOUNDARY LINE<� / ADJUSTMENT /\ �o \I I d' ( ACCESS EASMENT -1 PARCEL 17 I - \ °' o �� I I I I I I REC. NO. 8812231027- -___jam L- - - - - - - - - L \ LL---------- 62 = [\ I J N 40'23'23" W N 88'45'01" W F- 40.82' f � - ---,� �V �2,11, , c 2� 1�65 20'X20' SEWER EASEMENT / 24S 48" \ REC. NO, 7912010603 i < I 81' r-- 5' PROPOSED I 0 I w I \ \ J ROADWAY -� 1 N EASEMENT �� LOT 4��__ I �- / WETLAND EASEMENT I �N / 0 \ S \ I o Q I. I REC. NOS. �.� 70LO �- 970421 1047 & I I .O � �, NEW LINE 9704221247 z rt� \ U ESTABLISHED UPON I w I I S, L0 �� THE RECORDING OF �\ MI M 20"SEWER SEWER EASEMENT ` 6 i \ _ - THIS BOUNDARY LINE V REC. NO. 7912010602 \ I mod'- - \ \ \ \ \ DJUSTMENT \ I �1.0j, S� \\ \� \\ w / I z I U \ III I 92-54 9 4, S9 - \ \ / MANHOLE EASEMENT �l LL / \K INUNDATION EASEMENT 11� I `1 / M __1 REC. REC. NO. 9701221245 \ 1 REC. NO. 9704211049 / / 6io \ FOUND 2" IRON PIPE W/TACK \ I N 1 -�,, I Q AND FLASHER "LS 11191" / 1 /1 co o I 10' ACCESS EASEMENT 0.14' SOUTH AND 0.05' WEST /\�\ / I I �� -' z RFC. N0. 9704221248 OF CORNER I / \ I 1 / 20SEWER EASEMENT ( I REC. NO. 7612010610 N 01'11'38" E I N 88'45'23" W 356.52'- FOUND REBAR AND CAP "DOWL-32487" 0.08' SOUTH AND 0.00' EAST OF CORNER WEST LINE OF NE 1/4, NE 1/4, SAID SECTION 20 F'W LLE € 0-000 7 REC, ND20000417001200 LINE TABLE LINE BEARING LENGTH L1 N4346'57"W 38.16 L2 N01' 14'59" E 58.64 L3 N34'54' 1 1" E 85.41 L4 N23'34'46"W 63.86 L5 N56'15'55"W 33.62 L6 N01'07'05" E 67.85 L7 N19*15'47"E 97.53 L8 N34'25'14"W 63.10 L9 N44'45'48" E 88.81 L10 N78'53'02"W 62.79 L11 N88'44'22"W 148.60 L12 N88'44'22"W 2.00 L13 N8844'22"W 86.05 L14 N78'53'02"W 67.85 L15 N21'22'02"E 64.08' L16 N88'45'4 !'W 34.73 L17 N16*50'17"E 62.68 L18 N30-46'52"Wi 91.23 L19 N88-45'01"WI 60.12 CURVE TABLE CURVE DELTA RADIUS LENGTH C1 0'27'27" 2805.00 22.40 C2 89'59'43" 108.00 169.64 C3 50'35'40" 166.00 146.58 C4 3'39'51" 12805.001 179.38 LEGEND - �-----4.55 II N 88'45'23" W 1262.37' - - ---- 5--- - -- LOT 1 / / I 1 N 90-0 ,5 OLD LINE ININDATION EASEMENT � 1 I ' // / I I I 0' ACCESS EASEMENT ^ � / 1 EXTINGUISHED UPON ' E ?,Inc / I REC. NO. 9704211049 6N591. 62' N 88'45'23" W 2.00' n <N 88'48'22'_ W(R)> 60' THE RECORDING OF 9704220986 & / / / 30' ACCESS EASEMENT 1 I O'0�io�l o / THIS BOUNDARY LINE \ \ \\ 9704220988 / � REC. NO. 9704220987 I I 1 I J I'i l N ADJUSTMENT'�, �4 --- 20' SEWER EASEMENT 0 M I I (� �� �� I \ \ ��� 1 REC. NO. 7612010610 i J 1 oW I PARCEL C 1 ` WETLAND EASEMENT�\ ' REC. NOS. \�� <d, \ I L N 88'47'13" W\266.10' 9704211048 & \ I 1 W \' 970421 1050 ^�� ' \ I o L0_r B \ Lo7 A 0 \ 0 Z �LJlry i LOT 3� N Bl� 00-000� QP� 00 ._ REC. Na 2000012800000.E P I N 88'45'S1" W 990.21' / N� l / = �� o NOT A PART O --------------l � ---------------------- z z yrZO _ ----------- -L- -L_ 0 _r 00 \ \� �. I f �o' .,�� / o N 88'14'10" W -- -----I N z 9.08' NOT A PART to SEE SHEET 6 OF 6 t9 = FOUND MONUMENT AS NOTED, VISTED SEPTEMBER 2006. O = SET REBAR AND CAP, STAMPED "ESM LLC 39572 41282" R = RADIUS 0 = DELTA L = ARC LENGTH (R) = RADIAL BEARING <> = RADIAL BEARING AT LOT CORNER <N_ 84'24'07"_ WLR)> 006 "wi _ DRAWING NAME:\ 1 122\006\006\PLOTS\BLA-5 Lv CL J 0 S.Kle CONSULTING ENGINEERS LLC BOUNDARY LINE ADJUSTMENT �► 33915 1 St Way South I ® I I I PREPARED FOR ���w 0� p / Suite 200 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 FEDERAL WAY VILLAGE, LLC (Y, o w w w. e s m c i v i l. c o m BOTHELL (425) 415-6144 ELLENSBURG (509) 962-2608 DWN. BY DATE JOB NO. 1 41282 �sl0IST1 �a Civil Engineering Land Surveying Land Planning WDD JSK 04 16 08 1122-006-006 CHKD. BY SCALE SHEET �'AL LAB Public Works Project Management Landscape Architecture EXPIRES 07 JSK _ �1 "-1 5 OF 6 APR 2 c 00i CITY OF FEDERAL WAY BUILDING ;11 RECORDING NO. VOL./PAGE CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 07-104384-00-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON WEST LINE OF NE 1 /4, NE 1 /4, SAID SECTION 20 F\iV LLE: 00-0007 RAC, NO, 200001117001200 OLD LINE EXTINGUISHED UPON THE RECORDING OF THIS BOUNDARY LINE ADJUSTMENT \NEST CAMPUS F3USINESS PARK DATUM: CITY OF FEDERAL WAY VERTICAL DATUM IS BASED ON FILE NO. 2168-5-1 NATIONAL GEODETIC VERTICAL DATUM, 1929. BENCHMARK RAM -SET NAIL ON EAST EDGE OF TELEPHONE PAD AT NORTHWEST CORNER OF SOUTH 336TH AND PACIFIC HIGHWAY SOUTH. ELEVATION = 346.81 INFORMATION PROVIDED BY ENTRANCO. DATE SET 10/1/92 NEW LINE ESTABLISHED UPON THE RECORDING OF THIS BOUNDARY LINE SCALE: 1 inch = 100 ft. 100 50 0 100 100 PORTION OF NE 1 /4, NW 1 /4, AND SE 1 /4 OF THE NE 1 /4, S 20, T 21 N, R 4 E, W.M. SEE SHEET 5 OF 6 ADJUSTMENT F PARCEL C �` �� �� \� ������ I I L N '47'1S' W 66.10' �J \ N 26'19'01" E \ \ I w OLD LINE 1 74.20' \ NOT A PART \ { EXTINGUISHED UPON ' 1 LOfiT f o 0 60' THE RECORDING OF �-}_J I ININDATION EASEMENT I ACCESS EASEMENT cp N F'W HLA 00-0007 LOT A THIS BOUNDARY LINE II REC. NO. / / REC. NO. 97042111.049 o6 RE:C, NO, 200001260000 16 QPP n ADJUSTMENT I/ 9704211047 / ' / / w '- o LOT B p� P ,/ ------------------------------------ --- r\ N 88'45'51" W 990.21' N 13'0435" E \ 34.45' \� ACCESS EASEMENT - REC. NO. 9704211049-r- L PAFiGI✓L F3 N 20 1 1 39.800 �- - i j LOT 1 00 r \ w Cq r / WETLAND EASEMENT N L ) /�- / REC. NOS. - o i 9704211048 & / d /7 // 9704211050 O z ACCESS EASEMENT �EC. NO. 9704211050/ _ - ACCESS EASEMENT R�. NO. 9704211049 / N 03'30' / N 88'45'44" W 1 187.80' 58.95' I � L1 n Z r -T--�- -- I (( / O N 88'14'10" W_-_�-__-_ oN 9.08' j � z _ L10 / 1 �� SEWER EASEMENT---' (L11 REC. NO. 7612230644 PROPOSED N Ih ROADWAY�}� EASEMENT I 1 L13J LOT 3 / l I) Z w L � C14 co- 00 I o / r4 �� I o I 1 N 24'49' Q! E ao CD o po N 51.48 \ z N i z \\ - -- N_75'57'30"_W�R�> z 1 LOT 2 \ SEWER EASEMENT I I \ REC. NO. 7612230644 ` I N 88'45'44' W 189.75' I L I L12(R) N 88'44'22" W(R) 15' DRAINAGE EASEMENT _J / 6.00' REC. NO. 9601020659 moo >. <N_72'17'39"_W(R)> �/ /# ,Np �Q SEWER EASEMENT- 1 ` ,� N 88'44'05" W 277.85' \��/ g / (J REC. N0. 7701210687 238.55' VOL, 07267€3-�02 I 1 1 N 88'45'50" W 1143.27' 1 L SOUTH LINE N 1/2, 1\ U.NPLATTED FOUND REBAR AND CAP " L.S. 19620" 0.18' SOUTH AND 0.41' EAST OF CORNER LINE TABLE LINE BEARING LENGTH L1 N43'46'57 38.16 L2 N01'14'59"E 58.64 L3 N34'54'11"E 85.41 L4 N23'34'46'W 63.86 L5 N56'15'55"W 33.62 L6 N01'07'05" E 67.85 L7 N 19' 15'4%' E 97.53 L8 N34'25'14"W 63.10 L9 N44'45'48"E 88.81 L10 N78'53'02"W 62.79 L11 N88'44'227W 148.60 L12 N88'44'22"W 2.00 L13 N88'44'22"W 86.05 L14 N78'53'02'W 67.85 L15 N21'22'027E 64.08' L16 N8845'44'W 34.73 L17 N16'50'17"E 62.68 L18 N30'46'52"W 91.23 L19 N8845'01"W 60.12 L20 S01'12'20'W 24.76 L21 S88'46' 13" E 89.62 / DRAT f GE EASEMENT REC. NOS. \1 I 9601020660 & I ' f 9601020661 I I PARCEL A I 527.50' N 1 /2, N 1 /2, SE 1 /4, NE 1 /4, \ FOUND REBAR AND CAP SECTION 20 "JONES" LEANS WEST 0.18' SOUTH AND 0.34' WEST OF CORNER LEGEND S = FOUND MONUMENT AS NOTED, VISTED SEPTEMBER 2006. 0 = SET REBAR AND CAP, STAMPED "ESM LLC 39572 41282" R = RADIUS 0 = DELTA L = ARC LENGTH (R) = RADIAL BEARING <> = RADIAL BEARING AT LOT CORNER CURVE TABLE CURVE DELTA RADIUS LENGTH C1 0'27'27" 2805.00 22.40 C2 89'59'43" 108.00 169.64 C3 50'35'40" 166.00 146.58 C4 3'39'51" 2805.00 179.38 S. KIE �a0 41282 0`vAL LA13D 377.21 ' NEW LINE ESTABLISHED UPON THE RECORDING OF THIS BOUNDARY LINE ADJUSTMENT R=2805.00'- L=20.96' A=00'25'41" Mwm CONSULTING ENGINEERS LLC Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture 33915 1 St Way South (® I I I Suite 200 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 W W W. e S l'Y1 C I V I I. C O m BOTHELL (425) 415-6144 ELLENSBURG (509) 962-2608 D IO z W Q T Lv C� Q f1 J DRAWING NAME:\1122\006\006\PLOTS\BLA-6 O BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY VILLAGE, LLC DWN. BY DATE JOB NO. WDD JSK 04 16 08 1122-006-006 CHKD. BY SCALE SHEET JSK 6 OF 6 APR 2 9 `2008 CITY OF FEDERAL WAY BUILDING DEPT. IR 11111111F�A �l A 01 =4 7±1 JF"k, = V FFER Al/E=AG 1 N G PI,.AN NORTH CITY OF FEDERAL WAY FILE NO.: (07-102851-UP), 07-100345-UP, 07-100346-SE & 06-106382-00-SU 0 50 100 200 300 SCALE: 1001 I BUFFER REDUCTION BUFFER REDUCTION ----_____—_______—__. —_----_.- ___----- _.--_—_ S 330TH ST S 332ND ST � cn S 333RD ST a Z a. w w co t a Z N S 336TH ST tP co 5� to Zco co w z N NORTH S 3441H ST AREA. 5 2 ------------ t _ _ I " A NT LANDS P --• ——~-- —• _.___________ � _t� _ i— — �NOT TO SCALE VICINITY MAP 1 ffffff l W 3 - « "'�(� r- 3 �� + APPLICANT. , \ a °— 1... LL S, LC S, P.E. ..:u.. :...,„. t , P O AOUP, WASHINGTON 98373 r t f4 + _ ! 253 848 0820 ! f 1 O/ TR S .S. TRACT T ,' i yt� t y O.S. S. TRACT H •i . / —_ j ! SENSITIVE AREA 1 I CIVIL ENGINEER OR SURVEYOR: URE D OPMENT� TRACT \ j _ t ! ESM CONSULTING ENGINEERS, LLC SENSITIVE AREA � � � � .--•-, i ' ATTN: JIM MOORE 33915 1 ST WAY SOUTH, SUITE 200 r, . �.z. L _" r`-•.� �'' FEDERAL WAY, WASHINGTON 98003 BUFER,. FtEEZI CTIOM AR w266S` Sa"a .,` N K 253-838-6113 ��- .. iW3 r-li MI + 11-4 ENVIRONMENTAL CONSULTANT: rL i ��� { I + -- _J. S. JONES AND ASSOCIATES, INC. w « -w o- F« w W w Ma i t` 1 / (r� y I ATTN• JEFFERY S JONES, PWS / «! I {=- I i 402 EAST MAIN STREET, SUITE 110 d.., T ON 1��[U w `1 TRACT u t B FFER IF./DUC �'1 e . O.S. (\ i i AUBURN, WASHINGTON 98002 /� crss a 1 j wq v ,"! ■. __ IN r !! _ i i i 253-804-2645 4 vkk 'I'll � ! y I "w« .•> a`'� l> a a v w w . a .. w . " b l r3 {- '.►.+•• . ! v . . vl+�• ,.cwi'r . r'":`"' o . b d w v BUFFER INCE�EASE' ! ��-a . . „Q �+ ., w Y AREA:r 9S>B :SF,. °:! � � �'♦ i t: s . . « i,` � °�'� � + r �•v L V 1 `S r a < w • ♦ +. i a « r . f ^,'} - - . . : 7- , ' NET NDS TO E FIL _ ; r A . w . �' (MITIGATION FOR FILLING WA MPLE 's 1 `l l PART OF THE REGIONAL DET DTI N F CI lITY- 1 ! + TRACT !- _ ..' \v v I ! BUFFER AVERAGING NOTES: O.S. ! «� v <' l , —7 SEE KITTS CORNER STORMWA-7 DET ION , ° ° SETTLEMENT v v > p THE CITY OF FEDERAL WAY CODE SECTION 22-1359(b) ALLOWS FOR BUFFER --------- .__..______ _ _ _ _,_,� - r .- - I ! : "\"��., � .. w'�`_t':..•,.' ��'� \ � ; f � AVERAGING "ONLY WHEN THE WETLAND OR THE BUFFER WHICH IS PROPOSED TO BE REDUCED CONTAINS HABITAT TYPES WHICH HAVE BEEN SO .` . iv a a —s t PERMANENTLY 'PACTED THAT REDUCED BUFFERS DO NOT POSE A DETRIMENT ' `U - I` r•.µ.! _ t - -•• -•: � �. . . .. ! � TO THE EXISTING OR EXPECTED HABITAT FUNCTIONS. FOR BUFFER AVERAGING TRACT _ _ - —\, J._._L . ! I i I �; s �+ 4 " -- _ r- ` i i TO BE ALLOWED THE APPLICANT MUST DEMONSTRATE THAT THE PROPOSED BUFFER AVERAGING WILL MEET ALL OF THE FOLLOWING CRITERIA: BUFFER REDUCTION t �, I + s •` s! v wvvv �, _ t 1 1' / I t.Y.. ..`j x« ..1 �v°�- vvv 9. i �J I i i __._ -- AREA, 460 SF ! 1 , TRACT J - . ,. d v v v + , — 1. REDUCED BUFFERS WILL NOT AFFECT WATER QUALITY ENTERING A \ TR T F �S v j � SENSIT AREA i , , i. �. / 1 " « � . 4� "� <�r __� � ,� ,���«%��v/ t , / WETLAND OR STREAM; TR. I t - « - -� , y �v.v v v v { + r 2. REDUCED BUFFERS WILL NOT ADVERSELY AFFECT THE EXISTING QUALITY « .. �' . . r TIC R' i ri� - r ' i I is n FUT RED ELOPM NT " ' + OF WILDLIFE HABITAT WITH THE WETLAND OR THE BUFFER; 10 v 3. REDUCED BUFFERS WILL NOT RESULTY IN UNSTABLE EARTH CONDITIONS \ \ , TRACT W • " -.' . NOR CREATE EROSION HAZARDS; AND \ \ BUFF O.S.-I I BUFF R�INCRE),SE / ! D BUFFERS WILL NOT BE DETRIMENTAL TO ANY OTHER PUBLIC OR ER REDUCTIONI I v A r 4. REDUCE p ... „ AREA: 459 SF AREAS ,233 S I:, PRIVATE PROPERTIES, INCLUDING LOSS OF OPEN SPACE. • 25' ACCESS !....>�" » > y !t + - � r •� \ •- , IN ADDITION TO THE ABOVE LISTED CRITERIA, AT NO POINT WILL THE BUFFER BE , .....ram« , \ - ---- + ' i r+ ` REDUCED TO LESS THAN 50% OF THE REQUIRED STANDARD BUFFER AND THE TOTAL AREA CONTAINED WITHIN THE BUFFER AFTER AVERAGING SHALL BE 25 ACCESS r, t + EQUAL TO THE ST ES AND ASSOCIATES, INC. FUNCTIONAL ASSESSMENT DATED E10/ 7 07N I I' , ( 1 ,::.,, : ! / h� � •_ � l �.."_...'_`` L1 rt KEY: I r ; ; _I BUFFER REDUCTION r 1i t i _ TRACT O TRACT Q/ t 1, LANDSCAPE REGIONAL STORAGE/FACIUTY TRACT R I t ! t i BUFFER INCREASE t 1 t _. . . .....:_.. .... ... ! T E DEVELOP' N J (t r t ( ! ! __ 1 j•' ' @"� / 1 ;'j t I j ovovvvoovovvoovovv000 — - -- — ! --- vvvovvoovoovovvvvvvv t ! ( r 1 vv000vvoovvvvovovvoov ' r 1 7 !r i:' i i o00 00000° oo ° 00o PHASE 3 & 4 WETLAND FILL 7 13,062 SF t , (MITfGATED AS PART OF KITTS CORNER DETENTION SETTLEMENT AGREEMENT)APPROVED BUFFER REDUC,`TI N I a t PLANNING ARE ,-- 4�7i F { (' / : ! / i I City, of FodwW -Way Q \ REGIONAL S STORAGE FACILIDept. Of kqwnen Oevo-t Permit 7 ItILULL• By f Date BUFFER AVERAGING TABLE: 1 -- •- _ .-.. t'r. ' t BUFFER REDUCTIONS BUFFER 1N�EASES f ! r I `.' � :. _ _.__ 5,259 SF 5,259 SF iT�! + ► ! I -, i ____-______ 1,972 SF 4,233 SF NIITIGAT b ETLAND F R , PHASE 3 Sc t f 1 129 SF 938 SF PHASE V/ET ' 'II11I3 1�{�}�{MITIGATION FOR FILN l ��.fi�"i!� l ! ! $46 SF 10,430 SF " fIf 1 WAS CC AS PAR �� E 266 SF THE III KITTS CORNER Y-C;RMWAT D TENTION EiTLEMENTAGREEMEIV 460 SF 459 SF 10,391SF w .. , ! � t , I / ! . V w � .1 j• ," 1 � , TOTAL BUFFER REDUCTION TOTAL BUFFER INCREASE: 11�.1�_U i� Lt / ET GAIN IN BUFFER FER AREA ' f N N 1 1 9sUB gPlAl 10,391 SF 10,430 SF DEC 0 5 2007 39 SF CITY BUILDING DEPT.VAI 4 12/4/07 LRE NEW AVERAGING AREAS 3 10/17/07 LRE PHASE 11 ROAD IMPACT 2 7/2/07 LRE CITY OF FEDERAL WAY LETTER 6/12107 1 5/7/07 LRE NEW LOT LAYOUT NO. DATE BY REVISION O V1 N M � N 00 V V1 u 0 o F, cn z O O � Q Z 0 AM bk mi o CN O wj 00 0 Ilia 000 w M Lo N M c Z z O �- Q W � Q -! W J Q LL u- CL m 0) w M w O w ® m U ZIL Ill w p U d m Z >Oco CD w Y � W z � Y � W Y U i � ° tt-- � a. 0- w ¢ N `_ �a) a 0 o ...� r- w w = 0 U r U i 1 t \\-`-----------n= I- I-------------------------------- r— I I -I I r I 1 I I 7 ► I r Ij cj � `j� b' I g76� i A PORTION OF THE N.E. 1 /4 OF THE N.E. 1 /4 OF SECTI011 20, TOWNSHIP 21 NORTH, RANGE E 04 EAST, W.M. r__ i— tluj I cs'`w i ----------SI CO c _ IT I O ---- I ' I I I � — I I --------------------------------------------- ----------��UT-sTH-��-I`----------------------------------------------------------- SCALE: 1 " = 100' 100' 50' 0 100' 200' SITE DATA SITE ADDRESS: 33701 PACIFIC HIGHWAY SOUTH FEDERAL WAY, WA PARCEL NUMBERS: 202104-9070, 202104-9001, 202104-9072, 202104-9004, 202104-9069, 202104-9086, 202104-9090 & 202104-9080 SITE AREA: 46.15 AC. WETLANDS AND BUFFERS: 13.70 AC. REGIONAL STORAGE FACILITY = 2.86 AC. DEVELOPMENT AREA: 29.59 AC. ZONING: RM2400 AND BC (CITY OF FEDERAL WAY) DEVELOPMENT STANDARDS RM2400 - MULTIFAMILY RESIDENTIAL USE: ZERO LOTLINE TOWNHOUSE DWELLING UNITS MINIMUM LOT AREA: 1500 SF PER DWELLING UNIT MAXIMUM BUILDING HEIGHT: 35 FEET ABOVE AVERAGE BUILDING ' ELEVATION BUILDING SETBACKS: FRONT: 10' & 20' SIDE: 5' & 10' REAR: 5' & 20' REQUIRED PARKING SPACES: 2 PER UNIT BC - COMMUNITY BUSINESS USE: OFFICE/RETAIL MINIMUM LOT AREA: NONE MINIMUM LOT COVERAGE: NONE MAXIMUM BUILDING HEIGHT: 35 FEET ABOVE AVERAGE BUILDING ELEVATION BUILDING SETBACKS: FRONT: 0' SIDE: 0' REAR: 0' REQUIRED PARKING SPACES: 1 PER 300 S.F. OF GROSS FLOOR AREA UTILITY PROVIDERS SEWER: LAKEHAVEN UTILITY DISTRICT WATER: LAKEHAVEN UTILITY DISTRICT POWER: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY TELEPHONE: QWEST CABLE: COMCAST FIRE: FEDERAL WAY FIRE DISTRICT NO. 39 SCHOOL: FEDERAL WAY SCHOOL DISTRICT #210 0—%\A/A11[-!M KITTS CORNER DEVELOPMENT, INC. 1026 BELLEVUE WAY, S.E. BELLEVUE, WA 98004 425-455-4772 DEVELOPER FEDERAL WAY VILLAGE, L.L.C. P.O. BOX 73790 PUYALLUP, WA 98272 253-848-0820 PR �'' City Of Fl*"4-rai V v�L Dept. of Commtm;t,, G.T bt, -pp10 1. so-4. su W bv.r.i 1 PLANNER/ENGINEER/SURVEYOR ESM CONSULTING ENGINEERS, L.L.C. 33915 - 1ST WAY SOUTH #200 FEDERAL WAY, WA 98003 CON A CT:B-61ERICI LABRIE/FRED BROWN/MIKE BOWEN kP-Y OF FEDERAL iNA: alUI..DIN� DEPI REVISIONS _ NO. DESCRIPTION/DATE BY 1 2nd SUBMRTAL ESM 2007-05-09 3rd SUBMITTAL ESM 2 2007-08-01 4th SUBMITTAL ESM 3 2008-01-15 5 41 Md�l9 U w d c(o .� N� CQ / {\may} c m Q oa CL v ® ww w � c c cc IiO�DU JJ Z O w o �o Z 0 °9 cts �o N D co Z N O rn70 U ccti Ii m rnE c p1 0c E Z� U In U U c0 �> J n- �U 3 •L 3 3 mY c 0 _o •0'3 c w 0 �-0 'v a Z O 6 _Z Q 9 1 w J 0 zl� Q a- J J � J J/ _j J >= o > Q � Q � a � J Q J az r � T. � g W � w -� a LL w LL w 0 w 08 r2 c. 'j- JOB NO.: 1122-006-006 DWG. NAME: PP-02 DESIGNED BY: EP/FB DRAWN BY: JMM CHECKED BY: DATE: 2007-01-23 DATE OF PRINT: PP-02 2 OF 1 4 SHEETS A PORTION OF THE N.E. 1/4 OF THE N.E. 1/4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M. F uj - -- - - - - - - - - - - - - - - - - - - ------------------- T --------- ------- st- -� -j� /k , Y/ .... _, - qs ss SOUTH 336TH STREET -------------------- RA T T T - _!if ,II{�-------I+I I1 I �{I jII \\ v `v,'1, �rr i ;iIIl �/j\ V `,'J'`' I1!j / /\ v©L¢(�`- .Ic\n`3\ \,` d;ri ' - Wc�Q' - --- --1 - -/ �i ——/ ._> „..`L�oi'�M_. �)O/ c - - ' _'V ------------- TRACT D\-, FNTRY/LANDSCAPE 2' ll� RAC/T-A-ENTRY/LANDSCAPE 8 - - - - % 0 ------- -,82 ___w -------- lo" 2-1,-- C4 eo� 4J5. V) E-M-3,71 82'--87' ' - / �I „t_�.__—`�\ _1 -,�/\,-__. _fi:FE_`r_t-`.__.`i"l_�-_ I!\ _\ /:. �1 � I _ ` /`�\�`r_fI! . a' =��;l.'_ 5 13 c-m- 70' 26 7Q' 0* 70' '1 75' Z 30, 30",—'— C, 6 Li Lij C;t4 22 0� C9 14 70' 1 LjJ 51 3 V) 7V 70' 70' 70' Z 0 V) 7�1 r I/ / -------------- i \ \ \ - ;,/ uj 14 0 o F- C', 0 m �NI jy, 2 C4 7 \10 1 uu BUFFER 70, 18 c,4 0 (j 4 --2 U C-4 o' 76, 70 7 U) '-,70' < u- LL 44�" Lo \V 8 9� 1-4 0 16 17 cq 4 ------ 70'- ------ /Z�R�4 4__ b6l ----- 55'- R=200, 0/ L= 12':- -99+00 501 +00 00+00 TRACT G z 4001 G] 7 —1- 497 �498 00371 711 T— "o. 10 /< N 7r- ------- ' P--i1s CT G PARK O.S. J� I I \1 \ I! R " t ,-- OAD D- 9, fR., Q — —24' —29' tRAc/r s 24' 0. . \��TR\\R— lll'�\ -------------------------- q. f -S. O.S. ;T —� i i i I 1 TRAC CD SENSITIVE ARfA SENS 2&,bN 27bN 26b to 144 c� TRACT, 29 --- -SENSITIVE AREA --------------- <% li II I -. r .� � � � � -.-----_ ,,.— ----\ - � � _ � � � - --- / � I � .. � ^ � �\ \ �, _.' � FUTURE DEVE LOPME 2 0 L0 9 3 "IV F 00 . . . ......... x X 0 20' 15- INGRESS/EGRESS AND / . - —_ , (+—� �\ UTILITIES EASEMENT 41 TRAC� T T A- 0 S. 0 \4/ �/WETLAND N0. 1 CATEGORY :11 I I \ , t �, �, I ` \—` �— 14/ _8 + TRA/,GT-G V .� V �. 14/ 0 0 r 27' 27' IN) : :`Sl tr -J/ •lr •� Y I /'� •� •� 4 70' WETLAND NO. 2 TRACT 32 C --4/ O.S. 0 ATEGORY 1: + X 1-01 14/ 7 z 0 "v 3-4- 7' 07; ------- YH 77 � TN;11'�l E/ 'AREA > (m;l Z 03 1$35 3 6 c- 3 7�—7 ' + 9PARK/ 2 1 -24'- 29' O.S. i a ' ' % / TRACT I 25' ACCESS l / j / u II 33' 24' 24' 29' TRACT % ISENSITIVE EA "I SCALE: 1 509 50' 25' 0 50' 100, LOT AREA TABLE LOT # AREA (S.F.) LOT # AREA (S.F.) LOT # AREA (S.F.) LOT # AREA (S.F. I 1 2100 25 2030 49 1760 73 1711 2 1680 26 1680 50 1693 74 2460 3 1680 27 1680 51 3121 75 2822 4 2295 28 3343 52 2048 76 1885 5 2295 29 3200 53 1893 77 1885 6 1680 30 2397 54 2052 78 2487 7 1680 31 1952 55 2582 79 1885 8 2100 32 1718 56 2649 80 1560 9 2100 33 1810 57 1560 81 1560 10 1680 34 2311 58 1560 82 1560 11 1680 35 1882 59 1560 83 2390 12 2295 36 1560 60 2649 84 2242 13 2305 37 1885 61 1899 85 1560 14 1688 38 1885 62 1572 86 1560 15 1688 39 1560 63 1899 87 1560 16 2086 40 1560 64 2238 88 1885 17 2076 41 1971 65 1836 89 2030 18 1680 42 1885 66 1822 90 1680 19 1680 43 1560 67 2183 91 1680 20 2295 44 1560 68 2162 92 1680 21 2440 45 1560 69 1774 93 2231 22 1800 46 1885 70 2124 94 2252 23 1800 47 2554 71 2104 95 2320 24 2250 1 48 1 1890 1 72 1 1725 1 1 TOTAL LOT AREA: 187,721 SF = 4.35 AC TRACT TABLE TRACT USE AREA (S.F.) A LANDSCAPE 5250 B 25' ACCESS 2145 C 25' ACCESS 2145 D LANDSCAPE 3166 E 25' ACCESS 2145 F SENSITIVE AREA 218,053 G PARK/OPEN SPACE 22,892 H SENSITIVE AREA 296,309 25' ACCESS 2546 25' ACCESS 3463 K 25' ACCESS 2720 L 25' ACCESS 2695 M LANDSCAPE 2332 N PARK/OPEN SPACE 6528 0 REGIONAL STORAGE FACILITY 124,406 P FUTURE DEVELOPMENT 978,885 Q OPEN SPACE 1540 R OPEN SPACE 299 S OPEN SPACE 3509 T OPEN SPACE 865 U OPEN SPACE 1959 V OPEN SPACE 162 TOTAL TRACT AREA 1,684,476 S.F. 38.67 AC. 11SUBMI JAN 15 2008 CITY OF FEDERAL WAY BUILDING DEPT. REVISIONS NO. DESCRIPTION/DATE BY 1 2nd SUBMITTAL ESM 2007-05-09 2 3rd SUBMITTAL ESM 2007-08-01 3 4th SUBMITTAL ESM 2008-01-15 0 j�NA L L EXPIRES 2 22222222222 W) 1* to ;:.! 0 co It (o 0 Pn Lo Cli !E S 0'2 ': < -E c 0 0. w w d w vv z wa: c 0 m -01 -j3 c Z 0 0 W cm cl) *0 .c 0 5 lumi 0E '0 Z o cp < a C E cu 0 (n D c 0. CD 0 C Z Lo > -i a. 0 0-0 LLCD E rn ol c 0 w 00- z 0 8 z X: W L) C'� .j J W >0 z J J >0 i' 0- z J m Q w CL W o (] LL W u LLI 0 ui LL- JOB NO.: 1122-006-006 DWG. NAME: PP-03 DESIGNED BY: EP/FB DRAWN BY: imm CHECKED BY: DATE: 2007-01-23 DATE OF PRINT: PP-03 3 OF14SHEETS A PORTION OF THE N.E. 114 OF THE N.E. 114 OF SECT1020, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M. C) 'CD TR__C ACT i \ V Gr 0 /* v K 0. WETLAND NO. CATEGORY JE s 5xi!--- r 70' TRACT-b 0 I -It aa O.S. N3 14/ _47 \\j 884 /. 0 is a 24 -5'.23" W 35 j4 6.52' 33 r 77' L N$<- > 3-4- _7 (H29-24'_ -29! P) -/p / �EN$[ It AREA Ln 1 27/ 27 -7 035 0 36 co,', 37 rn 0 j m ✓0 PARK/ U) 0. m 29' 24' 29 m C) I TRACT I m X K m M 1 25' ACCESS Z 33' f 24' > 24' 29' TRACT IF Z: ji/ K /,SENS11TIVE 'REA ------------------ Ln Ln O.S. 0 01DEVELOPMENT 2WETLAND�10.TRA �l /TR. V 0�-6 9 \4/ CATEGORY' M: ol 0 J-0 24' 24' FUT 29' 29' -------------- 24 ------ 29! 9 0 C) L-------- 42 co� 43 co�'44'q`45 `46 .......... ------- sl'I� L 29 1 1\v 27' _24! _Z4! 29' 24' f 24' 24' 29'�\ TRACT J VIE 2!��-AQQES�' RA q q89� 0 46' 24' 24' 24' 29' ob2 `91 -490' 1+ 0- Z I j� �93 L---------- 30, 30, --------------------------- ---- 24' 2424' 1 29' 0-- 50 00 IT r-.49 P- 4E� �2476 14' TRACT K 25' ACCESS 24' 24' 24, 29' Z4_ j - W D ff - ------------------------ 0 _AOAD C 0400+00 69- 401 L� Ln cn +0() 84 a��8 (0�86 0'87 `88�), 1A 00, v + Z, I - --------- 25, 2*00 -; �\ - , , >-° ... / / R_- 56 0 1 17 0) > Ln o. 2- Ln 81 80/ u, 79 as 83 _5 _c� CD 0 'D54 (A 55/ C? -53 A. 67 52 � 4' /�4' /2'4 /29' 1 17' tR�CT -0 L 23 0 gg- �l �71' 2p' S, k 2§� g a + -24'- -24- �29' 2p' 39' ----------- 2V-� TR. N D PARK ®R A \77 fu, 6 ci., 62 m 0' O.S. (yi 75 76 /d T c� > ----------------- %coeV 24' 29' 29' o "'o 29 29�\ --- 24 A— 29 TRACT M +00 �99 \1,41 1\30b+�Og + I�WACT 0 LANDSCAPE 150, 301 +00,"' �t6b�AL /S'TORAGE FACILITY LFTY ROAD B ROAD B\ L�AiAK_ TRACT P 24' 1.47- 29'/, T47 29 24� 27/DEVELOPMENT 34' 24' FLITURE ------ ------ - ------- r -------------- JlZ/ / � i � ,REALIGN REGIONAL 6 9- 6 7 4 73 72 `71: 70 7-67—"466 '465 -464�/ STORAGE FACILITY /ACCESS DRIVE 36 ------2,V - Lw_ I - 29' --29-29-T --- Zr - -12 �Z Z2 X M 7 'Lf 7- �-_ g V/ !Rgn -7 t D L) z REGIONAL STORAGE FACILI "aw h` TR ICI . L J � I Igo �� -_Xj "A , � I _�l NEI 110 SCALE: 1 50' 5 50 21T 0 0' loo, SEE NOTE SHEET PP-02 MUBMITTEU JAN 15 2N8 CITY OF FEDERAL WAY BUILDING DEPT. REVISIONS NO. DESCRIPTION/DATE - By Y BY 2nd SUBMITTAL ESM r3 2007-05-09 3rd SUBMITTAL 2007-OB-01 4th SUBMITTAL ESM 2008-01-15 MMA K) * Lo *0 fn r- co co tq to 0) 10 cq 0 a12 c < C 0 a: o ul aD Wi w LLJ fiw wu- Ed cc 3 Zi a, -01 C4 co 0 fj c 000 0 E 0 E �3 0 cl) c 0 Lo > _j 0- o)-o co 0 co LL E SO w z 0 8 z W 0 < uj J J > N .j >= > Q g z Q a w W 0ir w C) LL Ll.l I I pl: Z:4 9_j w a w L_ JOB NO.: 1122-006-006 DWG. NAME: PP-04 DESIGNED BY: EP/FB DRAWN BY: imm CHECKED BY: DATE: 2007-01-23 DATE OF PRINT: PP-04 4 OF 14SHEETS 3 c -o c r2 t i- aa o� a -a oQ o I c as O O 0 0 N A PORTION OF THE N.E. 1 /4 OF THE N.E. 1 /4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M. .. ............................................ 4 sQ511--r 5 SQ551i r s 12 ` x; Far I ; SQ FT 240 sQ FT 296 sQ FT 238 SQ FT 2244 240 240 4i'i8 SQ FT K >r SQ FT: 24023 SQ FT 238 SQ FT ... r SQ FTQ �T 240 240 ' SQ FT �FT [: g 5F"T u `1s A FOr sQ�i + 61ID0 489 Y O) 5Q FT SQ FT 497+00 498+00 499+00 00+00 501+00 -- '. -�„ '02 27 26 25 L JQ40 240 468 . 1921 SQ FT ao� FT SQ SQ SOFT SURFACE TRAIL - TO COMMERCIAL 1 DEVELOPMENT SQ FT 3 420 ' SQ FT:: COVERED SHELTER - W>rT TYPICAL 10 YP�GA�� T '13 'r1-Ark �L O O � - PERMEABLE SURFACE o TRAIL - TYPICAL TOT LOT 1029 SQ Ft 31 SQFT I - 32 i SQ 0 p 33 220 O W FT 34 SQ FT I 6i4140I24,1 4911 0 189 240 592 5 36 37V � 23361 SQ FT 0 240 245 A&A SPACE PUBLIC OPEN 41 40 39 38 519 220 220 528 " ' sQ sQ so 42 143 SSI 220 �— TOT LOT 1 518 SQ FT AREA CALCULATION DATA PUBLIC OPEN SPACE REQUIRED = 19,000 80 FT (95 LOTS X 200 S.F. PER LOT) PUBLIC OPEN SPACE PROVIDED = 34,619 SQ FT TOT LOT AREA REQUIRED = 1,900 SQ FT (1096 X 19,000) TOT LOT AREA PROVIDED = 2,428 SQ FT PUBLIC OPEN SPACE ' PRIVATE OPEN SPACE (AREA ' - SHOWN iN EACH LOT. MiN 200 S.F. PER LOT) l n TOT LOT STREET TREE PLANT LEGEND SYM80L 50TANICAL / COMMON NAME SIZE SPACING QTY APPROX. COMMENTS DROUGHT MATURE HT. TOLERANT Platanoides 'Parkway' / PARKWAY NORWAY MAPLE 1 1/2" CAL. 25' O.G. 21 30'-35' FULL, B4B serrulata 'Shirofugen' / SHIROFUCGEN FLOWERiNG CHERRY 1 1/2" CAL. 25' O.C. 25 20'-25' FULL, 5415 calleryana 'Redspire' / REDSPIRE FLOWERING: PEAR 1 1/2" CAL. 25' O.G. 24 30'-35' FULL, 545 -ubrum 'Armstrong' / ARMSTRONG RED MAPLE 1 1/2" CAL. 25' O.C. 69 lbrum 'Red Sunset' / RED SUNSET MAPLE 1 1/2" CAL- 35' O.C. 19 SEEDED FiNE LAWN AREAS- SEE SPECIFICATION ON SHEET PP-09 HYDROSEEDED ROUGH LAWN AREAS- SEE SPECIFICATION BELOW Gaultheria shalion / SAAAL 1 GAL LANDSCAPE OPEN SPACE PLANT LEGEND 18" O.C. 30'-35' FULL, 5415 30'-35' FULL, B45 SEE NOTE BELOW 8Y=L BOTANICAL / COMMON NAME SIZE SPACING QTY APPROX. 20 iMEMTS DROUGHT MATURE HT. TOLERANT Cupressocyparis x leylandii / LEYLANDI CYPRESS 6' MiN. HT. AS SHOWN 30 60'-10' FULL, 545 Betula jacquemontil / JACQUEMONTi BiRCH (MULTISTEM) 1 1/2" CAL. AS SHOWN 10 40'-60' FULL, 545 Pinus flexilis 'Vanderwolf' / VANDERWOLF FINE 6' MIN. HT. AS SHOWN 10 60'-10' FULL, 545 Acer circinatum / VINE MAPLE 6' MiN. HT. AS SHOWN 18 15'-35' FULL, 5415 3 CANE MIN. + -- Cornus stolonifera / REDTWIG DOGWOOD 5 GAL. AS SHOWN 1-1 5'-6' -�- Prunus lusitanica / PORTUGAL LAUREL 5 GAL. AS SHOWN 40 5'-6' Mahonia aquifolium / OREGON GRAPE 5 GAL AS SHOWN S6 2'-3' -- Cletus x Nbridus / WHITE ROCKROSE 5 GAL. AS SHOWN 80 5'-6' — Ceanothus gloriosus 'Point Reyes'/ 2 GAL. AS SHOWN 6-1 1'-2' POINT REYES CEANOTHUS AS SHOWN --- Polyst1d•x.Im munitum / SWORD FERN 2 GAL. 94 2'-3' NOTES: 1. iN TRACTS A AND E SHRUBS MUST BE A MiNiMUM OF 24 INCHES TALL AT THE TiME OF PLANTING, 2. GROUNDCOVER SHALL BE PLANTED CONTINUOUSLY THROUGHOUT THE TYPE Iii PERIMETER LANDSCAPE BED (TRACTS A AND D). ' HYDROSEED MIX FOR ROUGH GRASS AREAS 51 50 49 48 471. 960 220 220 220 665 ` MIXTURE BELOW SPECIFIED AS A RATIO BY WEiGHT: PROPERTY BOUNDARY - TYPICAL AFT 80 F1 sa F7 50Aso K NAME PROPORTION BY WEiGHT PERCENT PURITY GERMINATION : S y PERENNIAL RYEGRASS 40% 98 90 s 84 85 86 87 88 � :: 0 400+00 401+00 ` CREEPING RED FESCUE 30go 98 90 138 240 240 240 565 ;� o TALL FESCUE 20% 98 90 sQ sQ N + 00 = HIGHLAND BEN T CLOVER 10 9 95 80 HYDROSEED APPLICATION RATE: 350 LBS. /ACRE 83 823 82 40 81 80 79 240 240 565 -Ica]_.:. i FERTILIZER APPLICATION RATE: 435 LBS. / ACRE sQ FT s' SQ Fr ............ WOOD FIBER MULCH APPLICATION RATE: 2000 LBS. / ACRE 54 TACKiFiER APPLICATION RATE: 40 LBS. / ACRE h 220 SQ Fr ` 588 220 53 52 _ 220 55 o . �0 220 sQ Fr SQ FT SQ NOTES p 59 SEED ALL AREAS THAT ARE BARE GROUND AND At LEAST 18" FROM t 220 C61 62 63 ANY PLANTED TREE OR SHRUB. 75 76 77 78 E,., ~ EPQ FT 60 r.E : 488 220 Fr 53 sQ FOR HYDROSEED, USE 1-8 LBS. OF SEED MiX PER 1,000 SQUARE FEET, 856 565 sQ FT ` 565 i88 sQ FT I: "igi �- APPROXIMATELY 9-10 LBS, OF 10-20-20 N-P-K FERTILIZER PER 1,000 ° SQUARE FEET, AND APPROXIMATELY 45-46 LBS, OF WOOD CELLULOSE o TOT LOT FIRE MULCH 0 SQUARE F IN AL AREAS T R L PER 1,0 0 RE FEET L RE OBE SEEDED. 299+00 300+00 0 301+0o 821 SQ FT ADD APPROXIMATELY 1 LB. OF TACKIFiER PER 1,000 SQUARE FEEL FOR ' 6533 SQ FT SLOPES AS NECESSARY. . ...... ................ ..� ; ................. PUBLIC OPEN I - SPACE SEEDING SEASON 19 LIMITED TO MARCH 1- MAY 15 4 AUGUST 15- /. 74 73 72 71 70 69 68 67 66 65 64 OCTOBER 1. APPLY JUTE NETTING ON STEEP SLOPES BEFORE 5515 240 240 498 h. 498 240 50-1 . 5OS 240 240 521 HYDROSEEDiNGx APPLICATION. SQ f=T FT 90 FT SO so sQ sQ sQ sQ sQ5 P mu, �� _ X 12 DECK SHALL � SEE FOR "CERTIFIEDC1ERTI�FICATION" "RURM TO SANDARDBLES TYPICAL T OR BETTER, AS OSEED LINED NTWSDA FOR SEED LATEST EDITION. NOTE: DRIVEWAY LOCATIONS APPROXIMATE, FINAL LOCATION DETERMINED ON FINAL ENGINEERING n DROUGHT TOLERANT PLANT CALCULATIONS TOTAL NUMBER OF PLANT SPECIES = 610 TOTAL NUMBER OF DROUGHT TOLERANT PLANT SPECIES = 435 PERCENT OF DROUGHT TOLERANT PLANTS = 6596 PBUBMITTED JAN 15 2008 CITY OF FEDERAL WAY BUILDING DEPT. REVISIONS NO. DESCRIPTION/DATE BY 1 2nd SUBMITTAL ESM 2007-05-09 2 3rd SUBMrrrAL ESM 2007-08-01 3 Ah SUBMITTAL ESM 2008-01-15 STATE OFN5%v$ WASHINGTON REGISTERED CHI CTANNE ADSCAPE D. KUHLMAN CERTIFICATE No. 743 In*00 U to 0N w to J III 1 M to 0) to vvv' .E U) c 3 m m p O. av W ® Q W m wKWy S N c c Z lt'mw J J Z o w cm o o oo � E Z orn cn cp0 rn g ns m Z �� O N� N _ V � � Z - m � J tL O rn `0 �U U o Ii co E N o, 3 ` c0 rn3: c W O 'v a z 0 6 Z- Q 3 w U 0 J Q o J J z Ld Wj .,J 0 W � v Q > � M J zo J >= F— J Q U J� W J < < Q a.. Y I W w o Uj 0- W 0 O LL a 3 W 0 w LL JOB NO.: 1122-006-006 DWG. NAME: PP-13 DESIGNED BY: LDK/TG DRAWN BY: LDK/TG CHECKED BY: DATE: 2007-01-23 DATE OF PRINT: PP-13 13 OF 1 4 SHEETS ft■ REFER TO SHEET PP-10 FOR CONTINUATION 5ffF=C;lF;lC;ATlON ON SHEET PP-09. TRkCT G SENSFIVE AREA .. STREET TREE TYPICAL i. REFER TO SHEET PP-13 FOR PLANT LEGEND TRACT i TRACT J r� SENSITIVE AREA WETLAND; PROPERTY LINE, BffERf777:= I TYPICAL LWE - , TICAL _ SCALE: 1 " 20' ir. �r 20' 10' 0 20' 40' TRACT K k+.'� P. .� TR Ar.T K TO BE LANDSCAPED DURING FINAL ENGINEERING, TYPICAL SYMBOL. 3 N 0 I � a E O T d m _O p> a I O w 6- 0 0 0 N N N / m a 0 w i 0 010 N / 0 0 O E \ m it W / N REVISIONS NO. DESCRIPTION/DATE BY 1 2nd SUBMITTAL JMM 2007-05-09 3RD SUBMITTAL ESM 2 2007-08-01 STATE OFF REGIS�T ERED CERTIFICATE No. 743 U M d O ��1 F toF, � J U u) c v W �WJ a W c Z JJ V Z 0 W 04 41 0 COD E Z 0 °) C rn CD j C E j J 0 1 U c o Z T — v �� y � L Ja O rn �U U CO t� E N o, 3 c 3 �-Y �0 p3: c WV •= .- 3 U [L Z O Z 2 V) 9 A PORTION OF THE N.E. 1 /4 OF THE N.E. 1 /4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M. LANDSCAPE NOTES 1. DO NOT DIG BEFORE LOCATING UTILITIES. 2. SUBGRADES, INCLUDING BERMS, TO WITHIN MOTH FOOT PROVIDED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED, 3. 8U5GRADE SHALL BE SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE, 4. APPLY 6" DEPTH TYPICAL 3-WAY MIX TOPSOIL IN ALL PLANTING AREAS OR AS OTHERWISE NOTED. 5. APPLY 2" DEPTH FINE GRADE BARK MULCH IN ALL PLANTING AREAS. 6. CONTRACTOR 15 RESPONSIBLE FOR BRINGING ANY PROPOSED SUBSTITUTIONS OR UNFOR5EEN FIELD CONDITIONS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 1. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES BASED ON AVAILABILITY OR FIELD CONDITIONS. 8. ALL PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS GROWING CONDITION. 9. ALL PLANT MATERIAL SHALL CONFORM TO USA STANDARD FOR NURSERY STOCK, LATEST EDITION. 10. ALL MASS PLANTINGS SHALL HAVE TRIANGULAR SPACING. 11, ALL MA55 / GROUNDCOVER PLANTINGS ARE CONTINUOUS THROUGH- OUT PLANTING BED. IF NO SYMBOL IS SHOWN, REFER TO PLAN NOTE AND PLANT LEGEND. 12. SPECIFIED PLANT SPACING IN PLANT LEGEND SUPERCEDE5 SYMBOLS SHOWN ON PLANS. 13. ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. 14. POSITIVE DRAINAGE SHALL BE MAINTAINED, MOUND PLANTING AREAS A MINIMUM OF 12" UNLE55 OTHERWISE NOTED. 15. STREET TREES SHALL BE ADJUSTED A5 NECESSARY IN THE FIELD TO AVOID BURIED ELECTRICAL CONDUIT AND OTHER UTILITIES. 16. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE FULL GROWING SEASON PAST INSTALLATION AND SHALL REPLACE DEAD PLANT MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD WITH NO OBLIGATION TO THE OWNER. 11. STREET TREES SHALL HAVE UNIFORM BRANCHING HEIGHT OF 5 1/2' MINIMUM ABOVE GRADE OR AS OTPERW15E NOTED- 15. STREET TREES SHALL MEET THE CITY OF FEDERAL WAY REQUIREMENTS REGARDING TREES WITHIN SIGHT DISTANCE TRIANGLES. 19. ALL TREES 514ALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS. STAKES TO BE REMOVED AFTER ONE FULL GROWING SEASON. TREES THAT HAVE DIED WITHIN THE ONE YEAR WARRANTY / MAINTENANCE PERIOD 5HALL BE REPLACED AND RE -STAKED PER THE DETAIL. 20. LANDSCAPE CONTRACTOR SHALL MAINTAIN 51TE UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. PLANT i" HIGHER THAN IN NURSERY FINISH GRADE--, NOTES: 1- REMOVE WIRE OR NYLON TWINE FROM BALL. 2. INSTALL TOP OF BALL 2" ABOVE FIN15H GRADE. 3. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. 4. LENGTH OF RUBBER H05E TO BE 2/3 CIRCUMFERENCE OF TREE, 5. SEE SPECIFICATIONS FOR OTHER PLA T NG REQUIREMENTS. � 1 i TOP OF ROOT BALL TO BE 2" ABOVE FINISH GRADE WATERING BASIN PRUNE DISEASED AND BROKEN BRANCHES 4" LAYER OF MULCH- SCALE: 1 " = 20' NO MORE THAN 4" TOUCHING TRUNK 20' 10, 0 20' 40' FINISH GRADE \ SCARIFY PLANTING 1"x2 "AV' WOOD STAKE ' ' -, PIT SIDES AND WITH CENTERED 3/8" HOLD ; . BOTTOM AMEND NATIVE SOIL `. 6" DEPTH 3-WAY MIX PLANTING SOIL \' UNDISTURBED SOIL LINE 2x ROOTBALL WIDTH REMOVE TOP 1/3 OF BURLAP (IF SOIL HAS BEEN PREVIOUSLY OR 2/3 OF WIRE BASKET DISTURBED, FIRM SOIL UNDER AND ANY NAILS, PINS, ETC. ROOT BALL) MULTI —TRUNK TREE PLANTING & STAKING DETAIL NOT TO SCALE ,-5TAPLE AM PRUNE DISEASED AND 1ti BROKEN BRANCHES REINFORCED RUBBER HOSE a P05E AND WIRE TIES, SEE DETAIL ABOVE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES 2x2 PINE TREE STAKES SET STAKES PERPENDICULAR DETAIL TO PREVAILING WIND REMOVE BINDING MATERIAL w AND TOP 1/3 OF BURLAP to uL WATERING BASIN FINISH 2" SETTLED DEPTH FINE GRADE GRADE BARK MULCH \ AMEND NATIVE 501L WITH 6" DEPTH 3-WAY MIX TOP501L SLOW RELEASE GRANULAR FERTILIZER (05MOCOTE OR EQUAL) 18" MIN. =% \/ ;% j i ; SCARIFY PIT SIDES AND BOTTOM FIW NATIVE SOIL MOUND i 2x ROOTBALL WIDTH CONIFEROUS TREE PLANTING & STAKING DETAIL REMOVE TOP 1/3 OF BURLAP NOT TO SCALE 2" SETTLED DEPTH OF SPECIFIED MULCH STAPLE TREE FERTILIZER TA5LETS/5PECS SPECIFIED AMENDED BACKFILL FIRM NATIVE 501E MOUND REINFORCED RUBBER H05EOR VINYL WITH 16 GAUGE w GALVANIZED STEEL WIRE TIES DETAIL i 2x BOOTBALL WIDTH _ NOT TO SCALE SHRUB PLANTING DETAIL EQUAL SPACING 1/2 DIA. OF PLANT OR AS SHOWN ON DRAWING; EDGE OF PAVING OR PLANTING BED -f SHRUB AND GROUNDCOVER SPACING DETAIL NOT TO SCALE u.t 2" MAX. 2x2 PINE TREE STAKES SET STAKES PERPENDICULAR TO PREVAILING WIND INSTALL "TREE BOOT" OR "ARBORGARD" IN LAWN AREAS. PLANT TREE 1"-2" HIGHER THAN IN NURSERY WATERING BASIN AMEND NATIVE 501L W/ MIX 6" DEPTH 3-WAY PLANTING SOIL ' UND 15TURBED GROUND -- 12" MIN. FOR WOOD STAKES E IS" FOR REAR PRUNE 015EASED AND BROKEN BRANCHES HOSE 4 WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE E TOP 1/3 OF BURLAP. 2" SETTLED DEPTH FINE BLEND BARK MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) SCARIFY PLANTING PIT SIDES AND BOTTOM ` —6" DEEP, FIRM, NATIVE IX SOIL MOUND 2x ROOTBALL WIDTH � ----IN HEAVY SOILS, AUGER 8"x6' DEEP HLE (OR THROUGH - • WITH CRUSHED ROCK. IFFY 1 DRAINAGE PRIOR TO Tk189 MITT D TREE PLANTING & STAKING DETAIL AUG o 2'2007 NOT TO SCALE CITY OF FEDERAL BUILDING DEP REVISIONS NO. DESCRIPTION/DATE BY 1 2nd SUBMffTAL JMM 2007-05-09 2 3RD SUBMRTAL ESM 2007-08-01 STATE OFr',�" WASHINGTON REGISTERED �►RCHITECT �IDSCAZPE QLMAN LEANNE CERTIFICATE No. 743 !�2 tO U g °' 00�� J mom ' � MI In in C1 0 Naiv L L (� � 3 0 w LuWW _o d vv W= Zm� C c 0 Z 0 0 W IN o 41 OD�' z 0 c - 0c ° �2 ? o O 0 w > U -o .0 � 0 ,- _ __ Z In '> L a. O rn v �U U cM La! E 3 ` •L Y �0 rn� C W O U O_ z O 0 Z_ 3 W U W J < o z W J a V a� Q > V) Q J >= L / < in W Q 4 V Z Q Cc W o Wz z W C)Li U. ui� � LL Q 3 J LLJ 0 W LL- JOB NO.: 1122-006-006 DWG. NAME: PP-12 DESIGNED BY: LDK/TG DRAWN BY: LDK/TG CHECKED BY: DATE: 2007-01-23 DATE OF PRINT: PP-12 12 OF 14 SHEETS .E. 1/4 OF THE N.E. 114 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M- A PORTION OF THE N SCALE: 1 " = 20' 20. 10' O 20' 40' n REVISIONS NO. DESCRIPTION/DATE BY 1 2nd SUBMITTAL JMM 2007-05-09 3RD SUBMITTAL ESM 2 2007-08-01 cr 0 ro o O 0 i E a E a o N H 0 a m o� I _o % d 0 0 0 0 N m a 0 I . w (31 0 � N 0%0 E \ m r w TYPE III LANDSCAPE 5UFFER. REFER TO SHEET PP-13 FOR PLANT LEGEND. 4 i PROPERTY LINE, TYPICAL - __. _-.. -_—_.__.__..—_..��..�.... .o �..e_...._..-.... -.. ,.. -.�..._.....-,....-..o........�—.®.a cv.�a,raa>•_.><.ss-. x�.�. aa.,._-...-.to.a..aa.�n.�v—�������-'�IR:.r9•L 0.9-i:: Vl l.i Rp _Piv - • • HYDROSEED MIX FOR PLANTING STRIA' PROPORTION NAM 5Y WEIGHT 6ERMiNATION TRIPLE BLEND PERENNIAL RYEGRASS- 10% 90 TURF QUALITY FINE FESCUE 30% 90 APPLICATION RATS 6-8 L55. / 1,000 SF. NOT 5 SEED ALL AREAS THAT ARE 5ARE GROUND AND AT LEAST 18" FROM ANY PLANTED TREE OR SHRUB. USE APPROXIMATELY 9-10 L55. OF 10-20-20 N-P-K FERTILIZER PER 1,000 SQUARE FEET, AND APPROXIMATELY 45-46 LSS. OF WOOD CELLULOSE FI5ER MULCH PER 1,000 SQUARE FEET IN ALL AREAS TO 5E SEEDED. SEEDING SEASON IS LIMITED TO MARCH 1- MAY 15 t AUGUST 15- OCTO5ER i. SEED SHALL CONFORM TO STANDARDS FOR "CERTIFIED" GRASS SEED OR SETTER, AS OUTLINED IN WSDA "RULES FOR SEED CERTIFICATION", LATEST EDITION. TR. SENSITIVE AREA 259 SF BUFFER CREATION "GIVE" PAVED TRAILTO COMMERCIAL 6 2 I "' , 461 SF BUFFER CREATION 28 27 „ GIVE STREET TREE- TYPICAL REFER TO SHEET PP-13 R TRACT CFOR PLANT LEGEND. �� T R . H PEN SPACE 0 V OPEN SPACE -y_ ' WETLAND LINEl y TRACT G SENSITIVE AREA \1/ RETAINING WALL, TYPICAL. SEE CIVIL PLANS FOR DETAILS. WETLAND A W REFER TO SHEET PP-11 FOR CONTINUATION TYPICAL 389 SF, SUFFER MITIGATION DUE TO TRAIL CONSTRUCTION. GAZE50 PLAY AREA - TYPICAL • � 831 SQ FT TRACT K OPEN SPACE = 5' WIDT1-I `•' \ %♦ ASPHALT t PATHWAY, TYPICAL. 06-10630z RESUBMITTED AUG 0 2 2007 CITY OF FEDERAL WAS' BUILDING OF-Pl. WASHIN OF 6 ON (� 7 REGISTERED DSCAP RCHIZECT LEANNE D. KUHLMAN CERTIFICATE No. 743 It O O� 4% w to J U in �r to � NdN c L wv C Q 3 d D w U JJUj Li fn w ® wp=w C C Z u.M0 .a Z O O W o c 0 O 0 Z 0 (D�' (D �o � :3 O 3 U D/ +, V C O VJ T -= O L Z Lo '> o 0 a) o .v U co Li E U) 3 03 3 0 � c wV _ 3 U 0_ U 0 -i Q J � W J Z 4 > W .I Q > <t Z 4 J Q < Z � J W W w o W 0 LL uj w 0 u- JOB NO.: 1122-006-006 DWG. NAME: PP-10 DESIGNED BY: LDK/TG DRAWN BY: LDK/TG CHECKED BY: DATE: 2007-01-23 DATE OF PRINT: PP-10 10 OF 14 SHEETS c Q) 0, _X ?: Q) -t� 0 0) CD 0 >' ,,[_ E 11 E '.' 0 , �- -2 �;' 0- m _:�' �o 0 (o -a - I 0 a_ n iE� 0 0 ,l (o 0 0 1-1 N N '�' , (n 12 M < 0 �' (D n - 0 w ';� r- 0 (3)0 c cli Q) " 1-10 co to E I- U) r" ui 1-1-6 '-1 a) 6 - - 0 .- L' f) A PORTION OF THE N.E. 1/4 OF THE N.E. 1/4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M. � ,� � . . I � : "! ; I ; ! � I : �. � I ; � ! : - . �- �� c I -1,11 yl I I I . : � I . .1 - ' I,- � I 1 _2(1) ! I ". 11 - J"��y5) ` � ", L�11_ I . I '_... _ Vll:� ; '. I I I . I , �� I I I I i, I . i 11 f . 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I � , ' I ! � � li I a , -"a" I I " it-'\' � � I -.1 � __ "I . __ . I � '_*��" � ", '. _ _. '.'_______' '-� , I I I .1 I , " If , � T" . � 1, p ' - � 11.1 11�11 �11 i I ; _L�__'____l_ , � .. , �_ ,,-.---,,'-; I I I / " I � ;�' - __'_�& �._ =____4,3� N I I .� = - " � a i i F . � � - ... ; � � I 7- / 5 1 1 � � � I � . I � � � lf' , � � I 11 I I i � I \ "_11 "I �' � � ) � I� .T------------.---_.-'z ---,7"- _____.____._'___ . -.-! � � � I ; I -, --- - � \ I , � 1 � I I . � " I � , � I I � , , - I . __ --- mdvtdy .mt' I � '�' /' I ' . _ - , . ; . f , " I—— .... .. , . I . I i .1 ., , _/ ',� __ - - ----------- ! 1. .-I..- 2,869 aq. f� � I i �_' . I " 1 0.07 acreq ; � : ' ;' , .l. . ' __�' I I ; . ; � f f �' r' . : I / \' 11 "I.- ..---' , lk__ ! . ", " I T ' I- , I . � ; � � . ". ! 1, I I � � I'll I I 1, " f \] �' - - I - n SCALE: 1 " = 1 00' � � I I I � 6w!!!!% 1 00' 50' 0 100, 200' TREE CALCULATION DATA ACCORDING TO THE FWCC, THE DEFINITION OF A SIGNIFICANT TREE IS ONE THAT IS 12" IN DIAMETER OR 37 INCHES IN CIRCUMFERENCE, MEASURED FOUR AND ONE-HALF FEET ABOVE GROUND. IT MUST BE IN GOOD HEALTH AND NOT DETRIMENTAL TO THE COMMUNITY. THESE ARE THE TREES USED WITH OUR CALCULATIONS. ION OF THIS SITE WAS APROXIMATED USING THE FORESTED ACREARAGE OF PARCEL 202104-9069. TREES USED IN THE CALCULATIONS FOR THIS PROPERTY WERE DONE SO USING A REPRESENTATIVE SAMPLE OF THE FORESTED PORTION OF THE SITE. CALCULTIONS WERE FOUND BY SURVEYING 9069. THIS NUMBER WAS THEN USED TO CALCULATE THE TOTAL NUMBER OF TREES PRESENT BY MULTIPLYING THE NUMBER OF TREES BY THE TOTAL ED AREAS. UNFORESTED AREAS INCLUDE AREAS WITHOUT OR MOSTLY WITHOUT TREES, PARCELS WITH BUILDINGS ON THEM, TRAILS, ACCESS ROADS. TOTAL SITE AREA: 46.15 AC 1.08 AC � A SICNIFI'%.t_xNT TRE-ES IN PA'r'-%"�-IELk'2C)--4'104--9069): 48 APPROX. UNFORESTED AREA: 10.46 AC APPROX. WETLAND/BUFFER AREA: 16.58 AC TOTAL APPROX. FORESTED AREA: 35.69 AC APPROX. SIGNIFICANT TREES CALCULATED ON SITE: (35.69/ 1.08) X (48) REQUIRED 25% SIGNIFICANT TREE RETENTION = 397 WETLAND / BUFFER AREA TREES RETAINED (1 6.58 / 1.08 X 48) = 737 . 11 , , , , � �, "", ...... T*';x .......... ...... - " ,�+ 'i: ........ � ............. . .. ' . ....... � .... � ..................... ;� ' * .11, ............. ..... ............ 7� .�_.- _ ............ � ... � ............... ��; - -:.%',"'i' "�'.....'.*.'.,.'.'.'.'.'.,.*.,.,.,.,�l.,.*.,:.,.,�*.,.,�l.*.'. , .-..-. � ......................... :.-.-.*.7.':.-, ," ..... *11 ... *11*1111, ...... ....... - I ................ _ ............... �_ .'.*.'.'.'.'.*.'.'.'.'.*.,.,.,:.,.".,.'.,.,.'.'.,.'�".'.'.-.,.'.'.,. ,;It .................... . .. '*'** ..... ** ............ :' ' ": ................................ SHOWN AS - '�4"-'-"-'*-'*-""'**.'-'."*'*"'"..*..'.'..'.'..*.'..'.'.*..*.'.'.'.-.'.'.-.*..': ' "' * * " * - '' *:****' """"-" """" ""', "" "'_"'_"" """' '" * ' * * * I .............................. , ............. *:._._.-._._._._.-._._._._._.% ... 1171%, .... � ........ _4� 4 1 - I _ .......'.'.*.*.'.*.*.'.*:.,:.,.*.'.*................ - '��i -, ' �'."l�'-._-'.7."l ........... *-'-*-::::::::'�' ......... 7:.*.'.'.'.'.l. ........... �"' .-.-.-:.-:.-.-.-.-.-.-,-.-.-..::-:-:-:-:-:-:-:-:-:-:-:-:-:-.-.-.-.-i-���, I .'�,.,.,:.,.,.",:.,.,.*.'.,.,.,.,.,.*.------:.:.:-:.,;-, - _-.------t , I *:.*.,.*.*. " Av, , , Affiii) f_._.�;_._l_;l__ . �_.___ � . . . . ... I . . . . . I WETLAND AREAS SHOWN AS - . . . . . . I. . . . . . I . I I . . . . . I I-------- . -.--.---] 1 06-10638 1 1 � � RESUBMITTED ' AUG 0 2 2007 CITY OF FEDERAL BUILDING DEPT. - FR EVI S I 0 N S NO. DESCRIPTION/DATE BY 1 2nd SUBM11TAL , imm 2007-05-09 2 R ESM 1 2007-08-01 I - I . - :2 '* 10 C) 4-0 0 _j I I I 00, . �t K):� r, Do to v 0 A& 1 ';��'R to C14 0 04 It W) _c 0 (3) L_ cn 1w .s < c fr - _?i CC) COL Lij Lu AR� � :2 I -i =) -i _j LLI W X EL- 0 () 0) -0-0 w zL'i - - Lij 13 6m _wj 0 c c o o -i _j (9 Z 0 0 W cm ce) * o _�' c 0 (5 Z4� 00 0 E z 0) z 0 - U) < 010 , im -5, 0 I.- 113: 1 co E c 0 0 i! 7 _j �;' Z) �: m 0 :3 U) -&' 0 +- 0 co 3: -0 0 . (/) I - _= co . Z Lo L_ > c 0. C) L_ -i (L 0 T (1) - 0)'O 0 cy) a) 0 (y) u- E w 0) U, j .s L_ 3: 0 0 4) _y 3:: L_ .s 0 03: c w u = .= -0 .? :3 00- m z 0 �_ 0 z :r (n 9 w z () (D -c� .1 < (L I >_ w m 0 W I F- 0 � z w < > > z .j .-� J z � >_ 0 > �_ < z >. LLJ < 3: L �: ir ui .j .J w cr < < F- CC X),- W Lij W- < z 0 0 2 LL _j Ld w U. (L )_ � -i 9 w 0 w LL_ JOB NO.: 1122-006-006 DWG. NAME: PP-09 DESIGNED BY: LDK/TG DRAWN BY: . LDK/TG CHECKED BY: DATE: 2007-01-23 DATE OF - PRINT: I PP-09 9 OF 14SHEETS _ A PORTION OF THE N.E. 1/4 OF THE N.E. 1/4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M. 1 � W 1 TRACT 0 zo TW� =.0 co FG— 299299.4 a TRACT 0 b TW-302 ci FG= 300 c o 'S N �o � T 1 E a E a o N ~ O T a m o � a� a � o a n- 0 0 Qo 0 0 N N N Q \ m o� w / 0 cp c 0 O N 0� E w � o ice. a "TRAC A SCALE: 1 " = 50' 50' 25' 0 50' 100' NOTE AREAS THAT ARE NOT PROPOSED FOR IMMEDIATE CONSTRUCTION WILL BE VEGETAL"E:D AS SOON AS GRADING IS COMPLETE. REVISIONS NO. DESCRIPTION/DATE BY 1 2nd SUBMITAL JMM 2007-05-09 2 3RD SUBMfTiAL ESM 2007-08-01 CK o ,p 33710 � �SSidkAL i Dl EXPIRES 7j D4 U t J co It to tr) Lo N M vvv � L U) cr a •c a W ui ® 3 � J Q J J W 2w lJ _p o a 'o-o Z m0 !r !r 3 J Z o w �o L 0 coo E � Z �Q �o � ,r J � co O i� V � � Z LD '> L -i a. 0 0) "a—U U co u- E N N o, -y �L �0 o'3 c w O U� Z O Z_ 2 a 3 w 0 0 U J z _.I J g W °- (D w il-- < > J � � � o > Q Z >- o Q 3: z J < Q Q w w LioZ W 0 U uL w a 3 Li 0 W I.l_ JOB NO.: 1122-006-006 DWG. NAME: PP-07 DESIGNED BY: EP/FB DRAWN BY: JK CHECKED BY: DATE: 2007-01-23 TE OF PRINT: P P-07 AY 7 OF 14 SHEETS 0o 0 o m n. n >_ N5 T am 0 0 a� I 0 n. a 0 0 0 0 0 1-1 N m 0 �00. (n N w a Op 0 c N N � E� W-1 i 0 i.z Q. A PORTION OF THE N.E. 1 /4 OF THE N.E. 1 /4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M. /W 60' R/W R/W RESIDENTIAL STREET R/ RESIDENTIAL STREET 30, 30, 20' Q R/W 20' 1 36' 1 1 24' 1 12' PAVEMENT 12' 1 1 8' PAVEMENT 8' 1 3' 5' 4' 8' 10, 10, 8' 4' 5' 3' 3' 5' 12' 12' 5' 3' UTIL SDWK PLNTR PARKING DRIVING LANE DRIVING LANE PARKING PLNTR SDWK UTIL UTIL SDWK DRIVING LANE DRIVING LANE SDWK UTIL i 1 1 I 1 1 1 1 0.5' 0.5' 0.5' 0.5' 2.0% _ T 2.0% 2.0% _ 2.0% 2.0% _ _ 2.0% 2.0% CEMENT CONCRETE VERTICAL CURB AND GUTTER SECTION "S MINOR COLLECTOR 2 LANES + PARKING NOT TO SCALE ROAD A - STA. 200+53 TO 201 +90 STA. 209+53 TO 209+95 ROAD C - STA. 400+53 TO 401 +37 54' RESIDENTIAL STREET R/ 27' CE R/W 27' 1 30' 1 1 12' PAVEMENT 12' 1 1 3' 5' 4' 12' 10, 8' 4' 5' 3' UTIL( SDWK iPLNTR DRIVING LANE I DRIVING LANE I PARKING PLNTR, SDWK ,UTIL loop 10 1�. ' 0. 2. �. CEMENT CONCRETE VERTICAL CURB AND MODIFIED SECTION 'IS" - MINOR COLLECTOR 2 LANES + PARKING (ONE SIDE) NOT TO SCALE ROAD A - STA. 203+00 TO 205+50 24' I 1 6' 0.5' 5.5' 15' UTIL , SDWK DRIVING LANE +m 48' RESIDENTIAL STREET QL R/W 30' PAVEMENT 15' DRIVING LANE 0% CEMENT CONCRETE VERTICAL CURB AND 24' 1 12' 4' 5' 3' .NTR. SDWK UTIL MODIFIED SECTION "S" - MINOR COLLECTOR 2 LANES - NO PARKING NOT TO SCALE ROAD A - STA. 207+17 TO 208+12 CEMENT CONCRETE VERTICAL CURB AND GUTTER MODIFIED SECTION "Y" - LOCAL 2 LANES - NO PARKING NOT TO SCALE ROAD C - STA. 402+52 TO 403+97 34' R/W PRIVATE STREET R/W 17' Q. R/W 17' 24' 1 PAVEMENT 1 5' 5' SDWK SDWK 12' 12' DRIVING LANE DRIVING LANE MODIFIED SECTION "Y" - PRIVATE 2 LANES - NO PARKING NOT TO SCALE ROAD A - STA. 100+32 TO 101 +59 ROAD B & ROAD D 25' PRIVATE STREET 20' PAVEMENT 5' 10, 10, SDWK DRIVING LANE DRIVING LANE 0.5' 2.0% _ 2.0% _ 2.0% CEMENT CONCRETE VERTICAL CURB AND GUTTER MODIFIED SECTION "Y" - PRIVATE 2 LANES - NO PARKING NOT TO SCALE TRACTS B, C, E, 1, J, K & L 15' EASEMENT 12' 1.5' PAVEMENT 1.5' `2.0% PRIVATE DRIVEWAY EASEMENT 1 LANE - NO PARKING NOT TO SCALE LOTS 29-30 & 94-95 R/W 49' 336TH STREET 32' 4.5' 5.5' 7' PUBLIC STREET PLNTR SDWK UTIL. TRNCHI I EX. EX. 42' R/W EX. 336TH STREET EX, 2.5' EX. EX. 22' PLP1 T R 5.5' EX. 12' PUBLIC S ^REET i SDWK UTIL. TRNCH 0.5'a- � I I 2' 0.5' I SAWCUT I F i _�2% J0, PUBLIC ROAD IMPROVEMENTS - PRINCIPAL ARTERIAL 336TH STREET NOT TO SCALE F4 UBMITTED JAN 15 2003 CITY OF FEDERAL WAY BUILDING DEPT. REVISIONS NO. DESCRIPTION/DATE BY 1 2nd SUBMITTAL ESM 2007-05-09 2 3rd SUBMITTAL ESM 2007-08-01 3 4th SUBMITTAL ESM 2008-01-15 CK e: 7TE�.�G`�k. p<�•.�� 33 ONAL IL I�,oa EXPIRES 3•�(.p$ C) 0m(orn m J J III 0 14- m :r c^0 ri1n rn BAN L C1 L Q U) c IIj ® 3 � 3 W W o a rn Z iim0 c c JJ 0 z 0 0 W N# 0 c o OD 0 E Z 0 Q U)�C 0' F- t �: 0 Zm O � u O En� � U) T � c O Z r 'j 0 L O rn •0 •v U m IL E N o, 3 ` 3 mx 3 SO rn3 c WV oil Z O 6 Z 3 w U w Q > 0 I- � W � Q 1 V) Q 0 0 J J o Q Q 0 Ir x w w W w C)LL w um J W 0 ui L{.. JOB NO.: 1122-006-006 DWG. NAME: PP-08 DESIGNED BY: EP/FB DRAWN BY: JK CHECKED BY: DATE: 2007-01-23 DATE OF PRINT: PP-08 8 OF 14 SHEETS A PORTION OF THE N.E. 1 /4 OF THE N.E. 1 /4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M. n 1 2 REVISIONS r IPTION/DATE MITTAL5-09BMITTAL 8-01 JMM ESM N w SOUTH 336TH STREET ° . ........ ... Nil '4/ v WETLAND NO. 2 CATEGORY C SCALE: 1 " = 50' 50, 25' 0 509 100' APPROXIMATE EARTHWORK QUANTITIES TOTAL CUT: 1,300 C.Y. TOTAL FILL: 44,000 C.Y. NET FILL: 42,700 C.Y. STRIPPING: 14,100 C.Y. LEGEND: BOUNDARY LINE EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. SANITARY SEWER MANHOLE EXIST. CATCH BASIN, TYPE 2-46'0 EXIST. CATCH BASIN, TYPE 1 1 BLOWOFF ASSEMBLY ►� WATER VALVE FIRE HYDRANT ® CATCH BASIN, TYPE 1 SANITARY SEWER MANHOLE NOTE AREAS THAT ARE NOT PROPOSED FOR IMMEDIATE CONSTRUCTION WILL BE VEGETATED AS SOON AS GRADING IS COMPLETE. 6-1 6 82 RESUBMITTED AUG 0 2 2007 CITY OF FEDERAL WAY BUILDING DEPT. 33710 e `TONAL _ EXPIRES 3'y101, and U J w Ndm c (n 3 C C o d V J� W ® xW C C Z iimd J J JOB NO.: 1122-006-006 DWG, NAME: PP-06 DESIGNED BY: EP/FB DRAWN BY: JK CHECKED BY: DATE: 2007-01-22 DATE OF PRINT: P P-06 6 OF 1 4 SHEETS O O u-n 3 6 o 0 0 1 �E a a 0 T a m o� a; i 0 a � i 0 0 0 0 N N N V) m:2 0a i w .- i 0)o 0 N W 40 i o iz a C-175) „ �JW 3 n A PORTION OF THE N.E. 1/4 OF THE N.E. 1/4 OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M.Ile) n Uj > o' SCALE: 1 " - 100' c� co of r,+ � 100' 50' 0 100' 200' r i SOUTH 336TH STREET-- 7- VERTICAL _- - 7 DATUM. CITY OF FEDERAL WAY - - _-- - - - _ VERTICAL DATUM IS BASED ON FILE NO. 2168-5-1 NATIONAL GEODETIC VERTICAL DATUM 1929. BENCHMARK RAM -SET NAIL ON EAST EDGE OF TELEPHONE PAD AT NORTHWEST CORNER OF SOUTH 336TH AND PACIFIC HIGHWAY SOUTH. ELEVATION = 346.81 INFORMATION PROVIDED BY ENTRANCO. DATE SET 10/1/92 SITE AREA 1,987,027.60 S.F. = 45.62 ACRES LEGAL DESCRIPTION i Parcel A: The Ncv-th half of the North half of the North half of the Southeast quarter of the Northeast a, it quarter of Section 20, Township 21 North, Range 4 East, W.M., in King County, Washington, lying Westerly of State Highway. d Parcel B: That portion of the South half of the South half of the Northeast quarter of the Northeast quarter of Secton 20, Township 21 North, Range 4 East, W.M., in King County, Washington, lying West of U `I the Seattle -Tacoma Highway; ILL tr t EXCEPT roads, and t EXCEPT the following portion: ;€ � p' Beginning at a point on the West boundary of the Seattle -Tacoma Highway 30 feet Northeasterly of A ( t a point where the West boundary of said highway intersects the South line of the Northeast quarter of the Northeast quarter of Section 20, Township 21 North, Range 4 East, W.M.; ! 0) running thence West parallel with the South line of the Northeast quarter of the Northeast quarter { 1 of Section 20, Township 21 North, Range 4 East, W.M, 200 feet; running thence North h 0? 10012" East to the North line of the South half of the South half of said r�l i Northeast quarter of the Northeast quarter of said Section 20; $ E thence Fast along said line of said South half of the South half of the Northeast quarter of the Northeast quarter of said Section 20 to the West boundary of the Seattle -Tacoma Highway; i" r thence .southwesterly along the West line of Seattle -Tacoma Highway to the point of beginning. '`- r ' r E ALSO EXCEPT therefrom that portion conveyed to the State of Washington by instrument recorded • t,j under R-cording No. 3722662. r Parcel C: The North half of the South half of the Northeast quarter of the Northeast quarter of Section 20, Township 2.1 North, Range 4 East, W,M, in King County, Washington; L=21 I- 4• ' _ _ EXCEPT `+at portion thereof described as follows: - _ Commens;"ng at the Northeast corner of said Section 20; thence South 00?09'38" West along the Easterly line thereof 877.49 feet; 71' 1 7thence North 89?48'55" West 241.00 feet to the true point of beginning; n '0 thence continuing North 89?48'55" West 82.00 feet; ' f i thence "outh 00?09'3ff West 108.68 feet; Ca ' thence South 89?48'55" East 82.00 feet; thence North 00?09'38" East 108.68 feet to the t ruepoint of beginning; j6.5 for AND EXCEPT that portion thereof described as follows: r L9 Commencing at the Northeast corner of said Section 20; t thence South 00?09'38" West along the Easterly line thereof 877.49 feet; thence North 89?48'55" West 60.00 feet to the West boundary of Primary State Highway No. 1 e �� (also known as U.S. Highway 99) and the true point of beginning; 4-,thence continuing North 89?48'55" West 181.00 feet; �$•46 W t C\��, <'�5 thence South 00?09'38" West 108.68 feet; 8 J thence South 89?48'55" East 81.00 feet; thence South 00?09'38" West 24.87 feet; thence South 89?48'55" East 90.00 feet, more or less, to the Westerly margin of said Primary State Highway No. 1; thence Northerly along said West margin to the true point of beginning. AND EXCEPT that portion thereof conveyed to the State of Washington for Primary State Highway )� No. 1 (also known as U.S. Highway 99). ! ` i Parcel D: � t i f The Northeast quarter of the Northwest quarter of the Northeast quarter of Section 20, Township 21 t € North, Range 4 East, W.M.; . 0 56t, `t Except the West 300.00 feet thereof; t t AND Except the North 42 feet thereof conveyed for road by deed recorded under Recording No. 7410030037; �r t t t i TOGETHER with the North half of the Northeast quarter of the Northeast quarter of Section 20, '0 Township 21 North, Range 4 East, W.M., in King County, Washington; Except the North 42 feet thereof conveyed for road by deed recorded under Recording No. 7410030037; - And Except that portion lying Westerly of Primary State Highway No. 1 (Pacific Highway South) as w$ conveyed by deeds recorded under Recording Nos. 1778234 and 3715474. 3 g And Except the East 223.6 feet of that portion of the South 223.6 feet of the North 265.6 feet of p j the East 319 feet of the North half of the Northeast quarter of Section 20, Township 21 North, Range 4 East, W.M., lying Westerly of Primary State Highway No. 1 (Pacific Highway South) as conveyed by deed recorded under Recording No. 1778234 (said "excepted" parcel also being known as an unidentified lot in King County Boundary Line Adjustment No. 8810007, recorded under King r County Recording No. 8812200807). '- - ALSO Except that portion conveyed to the City of Federal Way under instrument recorded under r --------- Recording No. 20020926001701. a (Also known as New Lot 2 of King County Boundary Line Adjustment No. BLA + 00-105818-000-00-SU, recorded under Recording No. 20010802900007) U Parcel E: > That portion of the Northeast quarter of the Northeast quarter of Section 20, Township 21 North, Q �i z Range 4 East, W.M., in King County, Washington, described as follows: i s Z� Beginning at the intersection of the South margin of South 336th Street with the West margin of F Pacific Highway South, as conveyed by deed recorded under Recording No. 1778234; t _ thence South 1?12'23" West along said West margin 223.60 feet to the South line of the North r N 265.60 feet of said subdivision; thence North 88?44'45" West along said South line 223.60 feet to the West line q,E r feet of said subdivision; CY (0 thence North 1?12'23" East along said West line 223.60 feet to the said South margin of South 336th Street; E'TTE thence South 88?44'45" East 223.60 feet to the point of beginning. I ° EXCEPT those portions conveyed to the City of Federal Way by deeds recorded under, �Ainq T; - -- -- -- -- - -. _-. _ _ - - - - 19990816000053, 19990819001819 and 20020927001676. 4 CITY OF FEDERAL AAPN: 202.104900404 BUILDING DEFT. i M n= RENT 00^Su ON N N 01 '15' 24"E -� 42.00' 300, 00' LOT 1 184,702t S.F WETLAND BUFFER PER Y, 1992 DELINEATION, AS WN ON R.O.S. 9607129012 300.00' EASEMENT NOT SHOWN GRAPHICALLY 1. THIS PROPERTY IS SUBJECT TO AN EASEMENT OF UNSPECIFIED WIDTH FOR CUTS AND FILLS ALONG SOUTH 336TM STREET, REC. NO. 7410080037. 2. THIS PROPERTY IS SUBJECT TO SETTLEMENT AGREEMENT AND COVENANT IMPOSED BY INSTRUMENT RECORDED ON APRIL 21, 1997 UNDER RECORDING NO. 9704211043. 3. THIS PROPERTY IS SUBJECT TO ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY K.C. B.L.A. 8810007, RECORDED UNDER RECORDING NO. 8812200807. rn v/ FOUND CONCRETE MONUMENT W/BRASS TACK, IN CASE AT RECORD LOCATION S. 336TH STREET 356.29' SET 5/8" REBAR W/CAP (TYP.) TAX LOT 2021049002 404.095f S.F. BASIS OF BEARING 2625.32' (M) — _S88'44'44"E(1) 1759.83' (M) —NORTH L S88'44'44"E 1706.70'(M) 1706.56'(1) COMMUNICATION EASEMENT, REC. NO. 8905150794 I I 100' WETLAND BUFFER EASEMENT , REC. NU. \ L_l5_, �74 C2 L� 9704221247, REFER TO L�6 �3 N RECORD OF SURVEY, REC <'j NO. 9607129012 1,40 co i 00 �,7 M C' (O W I W \ J t� I� J ~ IN O O I N N O I' S-14 38 52'W O W � Z \\\ f N WETLAND PER JULY, N 1992 DELINEATION, AS SHOWN ON R.O.S_ 0 1 1 9607129012 M j � j J N 1 N p (AI\ r O f rJ405*0C FOUND 2" IRON PIPEW/WOOD PLUG, TACK, AND WASHER, "LS 11191", 26.74'AT PROP. CORNER r CA c) t Assess n { SCALE: N/A Br;UNDARY LINE ADJUSTMENT O. B LA 00-105818-000-00-SU j I Y OF FEDERAL WAY KING COUNTY, WASHINGTON KING COUNTY HEALTH DEPARTMENT Examined and approved this day 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 PROPERTI FOR: PU AT AY SSO ES .7 Name Do BY: WON MIV,KWI LEE AlBY G RIM =FH NDWIFE q tt ..— (p - , , 0 1 Name 11� U / j� Date FOR: THE CITY OF FEDERAL WAY 0 F v Name Date R: SKC S C, FEDERAL WAY ASSOCIATES � ~ Name D to `" State of Washington o County of I N I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his' her) free and a voluntgr�Wt*%,*wr the uses and purposes mentioned In the instrument. 8. lied %�t �`1t AV •••81�N •• ft Signature of Public /v ff Notary �L f ;o`�0TA4 9; Printed no e YU ....-.. j Dated 7��_% L ptalc = i My appointment expires State of Wash' ton %�tg County of i2 .,lI certify that J know or have satisfactory evidence that /ff signed this instrument and acl(Wowl6tlged it to be G) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of /- � or�g`N `�`i` __-�' 8 `ti�� kRF� Notary Public 5, S�n1 l3 y yg10�1�e•� ca' R�' Printed name Dated ' ;�JTAf}� �9'• i My appointment expires �l b State of W s i gton r��„ County of 1 / _ 2. a I ertlf that I know or have satisfactory evidence that w ,(rj.� i I✓�'�i�"�� \ .,.;� `�11�i• YIUI.J���IVV(.IriiF;',� U signed this instrument and acknowledged its to die (his eer) free and voluntary act for the uses and purposes mentioned in tTie instrument KKAiLr -jgnature , C ^ Notary Public q r r ?G, Pflnted name TE 1- �.` Dated rry ryi My appointment expires 7 �'l.lul N \v n Cd State of Washington ~ -- County of V RECORDER'S CERTIFICATE ............ I....... �.•30 filed for record this.rZ....... day ofe4.k!�.,20.4?/...at.,Ooo..M in [bbook/. Y4...�o"tr.' ,441at pagRW./....at the request of - I.. f%A-AL+............................................... -- .......... 4!4 r1 ... a.!' 7/-40s Mgr. Supt. of Records �J DIRECTOR OF PUBLIC WORKS Examined and approved this I day of 1 , 20-01 . A k _� ✓ C NITY VICINITY MAP SER ti Deputx A_ssessor 1021 o4-9002 -9070 Account Number PL � �97-EI T T N Q S 330TH `� ST S Q S Q� S 332ND ^ ST cn co S 3 S � S 5H a a > = iEc) �O 1_ V) o Y �fS��g1N s ST Sit M Oo S 336TH NC.) N W `SST C_> z 3gZN � ST a S 3 9iH C1R cn S 338 00 s �sl SI TE 5 Q S 340TH ST -5 P.,L � wo a > a' S 343RD ST ¢ a 0 1000I 2000 I I r 344TH Sr U N SCALE IN FEET Z w SURVEY NOTES 1. THE BASIS OF BEARING FOR THIS SURVEY IS S88.44'44"E (R.O.S. 9607129012) THIS SURVEY HELD A FOUND MONUMENT MARKING THE NORTH 1/4 CORNER OF SECTION 20, T. 21 N., R. 4 E., W.M. AS ITS BASIS OF COORDINATE AND A FOUND MONUMENT MARKING THE NORTHEAST CORNER OF SAID SECTION 20 AS THE BASIS OF BEARING. SAID RECORD OF SURVEY HAS BEEN REVIEWED AND ACCEPTED FOR THE PURPOSE OF THIS SURVEY. 2.-THIS SURVEY WAS PERFORMED WITH A TOPCON 211—D 5" TOTAL STATION TO CONDUCT FIELD TRAVERSES. THE NETWORK THAT RESULTED FROM THESE TRAVERSES WAS ADJUSTED USING THE LEAST SQUARES METHOD AND THE RESULTANT ERROR ELLIPSES MEET OR EXCEED THE STANDARDS AS SET FORTH IN W.A.C. 332-130. 3. DATES OF SURVEY: THE FIELD TRAVERSE FOR THIS SURVEY WAS PERFORMED IN APRIL AND AUGUST OF 1998, AUGUST OF 2000 AND .MARCH OF 2001. ALL MONUMENTS WERE FOUND OR SET AT THIS TIME. I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free_ and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Printed name Dated My appointment expires State of Washington County of I certify that I know or have satisfactory evidence that Robin+ W. signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature "i 0 ,�l PQ;•�t•.;'�7 �� Notary Public Printe=0 ���\ON�•(/9�s'••;* Datedd name L •D 0 �o� . �Z My appointment expires 9 /3 O t *% P �L�•��� State of Washington Z. s'•. S',1`3;•'�\ County of/nG! 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 city statute and ordinance in MAX....., 20Q .. Certificate o. 32437 DESCRIPTIONS PORTION OF ICE & NW 1 /4 of 1 /4, S. 20 T. 21 N R. 04 E, W.M. OLD PARCEL. 'A' (TAX LOT 2021049002) NEW LOT 1 THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST THE WEST 300.00 FEET OF THE NORTHEAST QUARTER OF THE 20, QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION KING COUNTY, WASHINGTON; TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M.; EXCEPT THE NORTH 42 FEET THEREOF CONVEYED FOR ROAD BY DEED EXCEPT THE NORTH 42.00 FEET THEREOF CONVEYED FOR ROAD BY RECORDED UNDER RECORDING NO. 7410030037; DEED RECORDED UNDER RECORDING NO. 7410080037. SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF WASHINGTON. WASHINGTON. OLD PARCEL 'B' (PORTION OF TAX LOT 2021049070) NEW LOT 2 THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE TOWNSHIP 21 NORTH, RANGE 4 QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN NORTHEAST QUARTER OF SECTION 20, KING COUNTY, WASHINGTON; EAST, W.M.; EXCEPT THE NORTH 42 FEET THEREOF CONVEYED FOR ROAD BY DEED EXCEPT THE WEST 300.00 FEET THEREOF; RECORDED UNDER RECORDING NO. 7410030037; AND EXCEPT THE NORTH 42 FEET THEREOF CONVEYED FOR ROAD BY AND EXCEPT THAT PORTION LYING WESTERLY OF PRIMARY STATE HIGHWAY DEED RECORDED UNDER RECORDING NO. 7410030037; NO. 1 (PACIFIC HIGHWAY SOUTH) AS CONVEYED BY DEEDS RECORDED UNDER TOGETHER WITH THE NORTH HALF OF THE NORTHEAST QUARTER OF THE RECORDINGS NOS. 1778234 AND 3715474. NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 AND EXCEPT THE EAST 223.6 FEET OF THE PORTION OF THE SOUTH 223.6 EAST, IIV KiiVG COUNTY, WASHINGTON; YY.IVI., FEET OF THE NORTH 265.6 FEET OF THE EAST 319 FEET OF THE NORTH EXCEPT THE NORTH 42 FEET THEREOF CONVEYED FOR ROAD BY DEED HALF OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RECORDED UNDER RECORDING NO. 7410030037; RANGE 4 EAST, W.M., LYING WESTERLY OF PRIMARY STATE HIGHWAY NO. 1 (PACIFIC HIGHWAY SOUTH) AS CONVEYED BY DEED RECORDED UNDER AND EXCEPT THAT PORTION LYING WESTERLY OF PRIMARY STATE RECORDING NO. 1778234, (SAID "EXCEPTED" PARCEL ALSO BEING KNOWN AS HIGHWAY NO. 1 (PACIFIC HIGHWAY SOUTH) AS CONVEYED BY DEEDS AN UNIDENTIFIED LOT IN KC BLA 8810007, RECORDED UNDER KING COUNTY RECORDED UNDER RECORDINGS NOS. 1778234 AND 3715474. RECORDING NO. 8812200807). AND EXCEPT THE EAST 223.6 FEET OF THE PORTION OF THE SOUTH SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF 223.6 FEET OF THE NORTH 265.6 FEET OF THE EAST 319 FEET OF THE WASHINGTON. NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., LYING WESTERLY OF PRIMARY STATE HIGHWAY NO. 1 (PACIFIC HIGHWAY SOUTH) AS CONVEYED BY DEED RECORDED UNDER RECORDING NO. 1778234, (SAID "EXCEPTED" PARCEL ALSO BEING KNOWN AS AN UNIDENTIFIED LOT IN KC BLA 8810007, RECORDED UNDER KING COUNTY RECORDING NO. 8812200807). SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF WASHINGTON. SECTION BREAKDOWN (R.O.S. 9607129012) 17 S88.44'44"E 2625.13' 20� t\ 0 0 1312.90 N LO M S88.45'06"E CO 0 500 1000 N J I I I I SCALE IN FEET w i� Q0 O S88' 6'11 "E z 19- 20 20 0 1312; 90' z S88.45 06 E I 2616.83' S88.46'11 "E _ 2627.85' w LO ao . to zl N 20 I rn OWL E N G I N E E R S A Division ofi QO\/V1 , LLC 8320 154TH AVENUE NE, REDMOND, WA 98052 TEL: (425) 869-2670 FAX: (425) 869-2679 in rn a; N N Iw �t- N L 11 . F I 72.�j� R'As41I VS J o o��s s-15 oNAL LAB EXPIRES JUNE 4, 2002 REFERENCE DOCUMENTS 1. FIFTH SUBDIVISION GUARANTEE BY TRANSNATION TITLE INSURANCE CO., ORDER No 869870 DATED APRIL 25, 2001. AND SUPPLEMENTAL TO THE FIFTH SUBDIVISION GUARANTEE DATED MAY 21, 2001. 2. RECORD OF SURVEY, REC. No 9607129012. 3. PLAT OF WEST CAMPUS BUSINESS PARK, REC. NO. 741119034. 4. KING COUNTY BLA 8810007, RECORDED `UNDER KING COUNTY RECORDING NO. 8812200807 DWN. BY SL CHKD. BY FiMF w Q O DOWL DRAWING FILE NO. S105-39A > PERFORMED FOR SHELTER RESOURCES INC. 1200 - 112TH AVE. N.E., SUITE C-163 BELLEVUE, WA. 98004 TEL. 425-454-8205 DATE JOB NO. 05,21.01 S12162 SCALE SHEET N/A 1 OF 2 ` ° � �" ��-00 -SIB . WAY ;A/ASNiNGTON �I p „t .•• �`_ 596.32'(1 & M)- - �20 656.29'(M) r N01'15'24"E r_--� 42.00' I FOUND 1 /2" -TE REBAR W/PLASTIC CAP, BCG 21601", =. CORNER f ;tl L0wATI0N i FOUND �.-MC i r U. 'DIr,46 , I M a. w 4 r� 0 z N d' N d- LOT 1 184, 702f S. F 2. THIS PROPERTY IS SUBJECT TO SETTLEMENT AGREEMENT AND COVENANT IMPOSED BY INSTRUMENT RECORDED ON APRIL 21, 1997 UNDER RECORDING NO. 9704211043. 3. THIS PROPERTY IS SUBJECT TO ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, "'' e EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY K.C. B.L-A. 8810007, RECORDED 1 UNDER RECORDING NO. 8812200807. I SCALE: 1 " 100 is SCALE IN FEET PORTION OF NE & INW 1 /4 of NI1 /4, S. 20 T. 2 N R. 04E, W. M. FOUND CONCRETE MONUMENT W/BRASS TACK, IN CASE - - AT RECORD LOCATION BASIS OF BEARING 2625.32' (M) 2625.13'(1)' - - - - - - - - - --S88'44'44"E(1) 1759_83' (M) 1759.64'(1) - - - - - - - - - - S. 336TH STREET NORTH LINE OF NE 1/4 SEC. 20 - - - --- S88'44'44"E 1706.70'(M) 1706.56'(1) C-4 356.29' SET 5/8" REBAR COMMUNIC 6 = 1 ATION EASEMENT, `.�2g r _ 1050.41' - - - - - - I 0 W/CAP (TYP.) I REC. N0. 8905150794 N Sj' \ 42�53"E; � S81'40'4p„-E T- T � SETACK WASHEIy N81'40'40"L/y IN LEAD PLUG-_LS 32437 TAX LOT 2021049002 404.095f S.F. ( 'bSEASEMENTA REC. NOND ER � 6� �j,`� V co I rn K.C. BLA 810007 Li C14 C2 �� 9704221247, REFER TT 0 1 F N' A.FN. 8812200807 �16 \ , 3 iv I RECORD OF SURVEY, REC. 100' WETLAND BUFFER o _ N0. 9607129012 �\ s \ �� EASEMENT, REC. NO. �' 9704221247, REFER TO ! �_ �o`� RECORD OF SURVEY, REC. CO o�I `\ x, N `,, `�--------- \� N0. 9607129012 4�D I V r 20' X 20' SEWER S88'44'44"E I I Q o N89'43'55"E MAIN EASEMENT, \/ir -_ d w i C� REC. NO. I ' \ FOUND 1 /2" REBAR & 223.60' ® " \ 612010603 °' zl �o) r CAP "BCG 21601 ' -' J o� i o j I �ry� ` AT PROPERTY CORNER F- LOT 2 o I r oI -S��•g852 N I I 15_E 952,450f S.F. N o - w N O r- w I ( N FOUND 2" IP CASED,______,/ FOUND CONCRETE MONUMENT W/LEAD AND TACK, IN CASE HELD AS BASIS OF BEARING 17 20 C0 v 100' WETLAND BUFFER PER z w :? L= L �;' r 00 JULY, 1992 DELINEATION, AS r con WETLAND PER JULY, I �'' S8439'52"W`t, TAX LOT 2021049070 SHOWN ON R.O.S. 9607129012 1992 DELINEATION AS 3t --- \ f �r -- w . r. A i"ABLE ' - -' 733,057t S.F. MANHOLE EASEMENTS o SHOWN ON R.O.S. M I-. qFi I I 3 REC. NOS. 9704221245, z r 9607129012 'N65 r �� `4 9704221246 & 9706180616)7"') N =� d W N (S z '6A 5'�,N88'48'02 zI I v v405.00' rn Co J�� ro �� 10.00' I aotj r Z Q FOUND 2" IRON PIPE r •"� :� oMW/WOOD PLUG, TACK,AND 20' SEWER MAIN r WASHER, 'LS 11191"C'� EASEMENT RECORDINGAT PROP. CORNER r -N'36�58"E �26.74' �w i N0. 7612010602 78' � 7 s '- I o' I C3 --- 356.44' 67' Ll �8�s II N,4 46'36' `n o ,fir cn 656.44' 539_55' FOUND 2-1/2" IRON PIPE N88'45'06"W I 1264.47'(M) 1\ 264.23'( W/WOOD PLUG, TACK, AND C10 N88'45'06"W 10' SEWER MAIN EASEMENT, J WASHER, "LS 11191", i \ �_ FOUND 3-1/2" AT PROP. CORNER -7 REC. NO. 7612010602 BRASS DISK CASED 10' ACCESS EASEMENT, I l REC. NO. 9704221248 I I 300.00' ;#E LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING 1.20 N28'07'15"W L16 68.22 S74'59'59"W L31 55.25 SO1'03'56"E 31.00 N08'33'23"E L17 67.13 S43'36'16"W L32 38.78 S05'28'14"E ' L3 35.34 N00'12'51 "W L18 53.59 S21 *24'36"W L33 19.17 S00'54'58"E L4 40. 66 N21'47'47"E L19 43.84 SO4'29'21"W L34 26.18 S05'20'08"E L5 51.30 N01'59'28"W L20 70.24 S03'00'17"E L35 45.23 S24'42'14"E L6 33.34 NO3'24'17"E L21 40.77 S19'26'42"E L36 20.58 S17'48'14"E L7 40.46 N09'26'19"E L22 60.33 S07'18'53"E L37 21.87 S02'57'34"E L8 43.77 N07'35'12"W L23 47.60 S17'28'24"E L38 44.63 S15*13'24"W L9 31.36 N15'21'08"W L24 34.40 S29'20'57"E L39 8.73 22.78 L25 2.77 S16'05'S5"E L40 7.67L10 L11 36.29 N52'42'51 "W L26 100.00 N59'39'35"W L41 E34-45 SO4*22'31 "W L12 42.20 N45'46'32"W L27 00.00 N2'05'58"W L42 9.90S L13 48.16 N68'15'09"W L28 29.66 S14'17'07"W L43 47.93 S20'47'51"E L14 22.20 N77'06'04"W L29 15.04 S28'01'38"E L44 64.37 S40'13'33"W I. L15 5 0. 75 S82'48'12"W L30 27.34 S01'16'05"E L45 1 39.05 1 S08'19'2011W _ .............. .20....... at ...... M JQ4e...: -at the request of ......................................I. Supt. of Records CURVE TABLE CURVE LENGTH RADIUS DELTA C1 134.92 100.00 77'18'05" C2 89.18 100.00 51'05'51" C3 17.97 100.00 10-17'52" C4 28.02 100.00 16*03'18" C5 73.85 100.00 42-18'45" C6 115.85 100.00 6672237" C7 33.80 100.00 19'22'06" C8 92.73 100.00 53*07*54" C9 41.74 100.00 23'54'49" C10 13.67 100.00 07'49'47" C11 118.65 100-00 67'58'45" C12 68.56 100.00 39.17'04" C13 138.53 100.00 79.22'28" C14 55.68 100.00 31'54'13" C15 1 36.30 100.00 1 20'48'01 " 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 city statute and ordinance in MAY..,,. 200. Certificate No. 13,2437 .............. LEGEND 'a FOUND MONUMENT IN CASE O FOUND PROPERTY CORNER • SET 5/8" REBAR & CAP (1) RECORD PER R.O.S. 9607129012 (M) MEASURED AAD OW L E N 0 1 N E-ERS A Division of E>OWL, LLC 8320 154TH AVENUE NE, REDMOND, WA 98052 TEL: (425) 869-2670 FAX: (425) 869-2679 . FIT2q Cy4 sv �F W A4- O j O 437 .nos O� ST a SI LAB j EXPIRES JUNE 4, 2002 W CD Q n - -i DOWL DRAWING FILE NO. S105-39B O PERFORMED FOR SHELTER RESOURCES INC. 1200 - 112TH AVE. N.E., SUITE C-163 BELLVUE, WA. 98004 TEL. 425-454-8205 DWN. BY DATE JOB NO. SL 05.21.01 S12162 CHKD. BY SCALE SHEET RFM 1 "=100' 2 OF 2 Cff� REVISED •. BOUNDARY LINE ADJUSTMENT NO. BLA 99 - 0007 CITY OF FEDERAL WAY KING COUNTY, WASHINGTON 1 17 17 16 19 20 21 71H WE x CO. 34JRD 3447H a 3467H . a 348TH Q� HWY 18 n 3507H $SjsT 19 Jr 20 21 1 nn no JV �y VICINITY MAP �J SCALE 1 = 114 MILE RECORDER'S CERTIFICATE .................... flied for record this ............ day of. ......... 19....... at ...... M In book .......... of. ....... at page......... at the request of OLD PARCEL A 202104-9086-05-001 AREA = 21,503 SQUARE FEET THAT PORTION OF THE NORTH HALF OF THE SOUTH HALF AND THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 20; THENCE SOUTH 00'0938" WEST ALONG THE EASTERLY LINE THEREOF, 877.49 FEET; THENCE NORTH 89 48'55" WEST 60.00 FEET TO THE WEST BOUMARY OF PRIMARY STATE HIGHWAY NO 1 (ALSO KNOWN AS U.S. HIGHWAY 99) AND TRUE POINT OF BEGINNING: THENCE CONTINUE NORTH 89'4855" WEST 181.00 FEET, THENCE SOUTH 0009'38' WEST 108.68 FEET; THENCE SOUTH 894855' EAST 81.00 FEET; THENCE SOUTH 00ti9'38' WEST 24.87 FEET, THENCE SOUTH 89'48'55' EAST 90.00 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF SAID PRIMARY STATE HIGHWAY NO.1; THENCE NORTHERLY ALONG SAID WEST MARGIN TO THE TRUE PONT OF BEGINNING ; (ALSO KNOWN AS PARCEL A OF KING COUNTY LOT LINE ADJUSIMENT NO. 685018) OLD PARCEL B 202104-9090-09 AREA = 8912 SQUARE FEET THAT PORTION OF THE NORTH HALF OF THE SOUTH HALF OF NORTHER^T QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 2t THENCE SOUTH 00�09'38' WEST ALONG THE EASTERLY LINE THEREOF 877.49 FEET; THENCE NORTH 89'4855' WEST 241.00 FEET TO THE TRUE POIhT OF BEGINNING; THENCE CONIINMG NORTH 89 4855' WEST 82.00 FEET, THENCE SOUTH. 00'09'38' WEST 108.68 FEET, THENCE SOUTH 89'48'55' EAST 82.00 FEET; THENCE NORTH 00ti938' EAST 108.68 FEET TO THE TRUE POINT OF BEGINNING, (ALSO KNOWN AS PARCEL B OF KING COUNTY LOT LINE ADJUSIIaT NO 685018) SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 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 city statute and ordinance in OCT., 1998 SADUAM ASSOC. 127F VALLEY A W M1E EAST, SUITE B PR # (23) 826-81w AX ## ( -8136 SCALE: 1 inch = 30 ft. 0 30 PORTION OF NZ 1 /4 of N.E. 1 /4, S. 20 T.21 N R. 4 E PARCEL A THAT .PORTION OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 20; THENCE SOUTH 00'0938' WEST ALONG THE EASTERLY LINE THEREOF, 877.49 FEET; THENCE NORTH 89'4855" WEST 59.80 FEET TO THE WEST BOUNDARY OF PRIMARY STATE HIGHWAY NO. 1 (ALSO KNOWN AS U.S HIGHWAY 99) AND THE TRUE POINT OF BEGINNING: THENCE CONTINUE NORTH 89'48'55' WEST, 77.20 FEET; THENCE SOUTH 00b9'38' WEST, 88.05 FEET; THENCE SOUTH 27'56'13" EAST, 20.98 FEET: THENCE SOUTH 89'4855' EAST, 56.73 FEET, TO THE WESTERLY MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 1; THENCE NORTHERLY ALONG SAID WEST MARGIN, ALONG A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS NORTH 83ti4'17' WEST, 2805.00 FEET DISTANT, THROUGH A CENTRAL ANGLE OF 02111140, AN ARC DISTANCE OF 107.08 FEET TO THE TRUE POINT OF BEGINNING. PARCEL B THAT PORTION OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE, 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 20; THENCE SOUTH 0O 0938' WEST ALONG THE EASTERLY LINE THEREOF, 877.49 FEET, THENCE NORTH 89 48'55" WEST, 137.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CON71NUING NORTH 89'4855" WEST, 186.00 FEET,' THENCE SOUTH OOD9'38' WEST, 108.68 FEET; TO THE SOUTH LINE OF THE NORTH HALF OF SAID SUBOIVISION; THENCE SOUTH 89'4855" EAST, ALONG SAID SOUTH LINE, 163.00 FEET, TH04CE SOUTH 00'O9'38" WEST, 24.87 FEET; THENCE SOUTH 89'4855' EAST, 86.28 FEET TO THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 (ALSO KNOWN AS U.S HIGHWAY 99); THENCE ALONG SAID WESTERLY MARGIN ALONG A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS NORTH 8230'57' WEST, 2805.00 FEET DISTANT, THROUGH A CENTRAL ANGLE OF 0033'20". AN ARC DISTANCE OF 27.20 FEET: THENCE NORTH 89'4855" WEST, 56.73 FEET,' THENCE NORTH 27'56'13' WEST, 20.98 FEET; THENCE NORTH 00'09'38' EAST, 88.05 FEET TO THE TRUE POINT OF BEGINNING. BLA2.DWG W) N O zW am of �o O , HORAN REAL ESTATE INVESTMENTS WASljji;`4� CONTACT: HARRY HORAN 33903 PACIFIC HIGHWAY SO. FEDERALWAY, WA. 98003-6812 J-, ion DWN- BY DATE JOB NO. �" :.R 19� `!'�� GPT 10/27/98 25167 i REVISED 11-16-94 w6a �z yi ,NCI to WNC5 t a _" CC ca CC H Ix w w - Z H Z w x w a _ a BOUNDARY LINE ADJUSTMENT NO. BLA 99 -- 0007 CITY OF FEDERAL WAY KING COUNTY, WASHINGTON KING COUNTY HEALTH DEPARTMENT Examined and approved this day of . 19- NAME AUTHORIZATION THIS BOUNDARY UNE ADJUSTl!�+ENT IS MADE WI11-1 THE FREE CONSENT AND IN ACCCrRDANCE WITH THE DESIRES OF THE OWNERS OF THE AFFECTED PROPERTIES. /00 - .► Dote /t Date Date ' /go/jkdogy Date Name Date State of Washington �,,�/ County of /�J�i� that i know or have satis�ctory evidence that I A &I__I i signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. �pX J. . �10�1�11fr, Kan '••OP Signature of Notary Public Printed e Dated My appointment expires "1#11"41 State of Washington County of Ally I certify that I know or have satisfactory evidence that 1c14Aft A •CA RlejV • Lify-b A a. CARS&W signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Notary Public State of Washington MARiA ANITA SALE • My Appointment Expires Jan 3itjkRgre of No li • Printed am �A t Dated « My appointment expires / -Z9�Q • RECORDER'S CERTIFICATE .................... flied for record this ........... day of. ......... 19....... at .... ..M in book .......... of. ....... at page......... at the request of ....................................................................................... CITY OF FEDERAL WAY Z o0 0 Examined and approved this 2,A�ay of � . CITY ENGINEER Examined :1). T_A��tT of G� e SERVICES State of Washington County of I certify that I know or have satisfactory evidence that signed this instrument and acknowledged It to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Printed name Dated My appointment expires Examined and approved this2Aday of2000 .Sc& N061e / Assess,qr n _ w w Deputy Assessor Account Number SCALE: i inch = 30 ft. 0 15 30 60 20 0 9M-05 202104-9090-09 PORTION OF NZ 1 /4 of ME 1 /4, S. 20 T. 2t N R. 4 E 17 16 SO. 336TH ST. GRAPHIC SCALE - - - - - 30 0 15 30 60 20 121 C/L RD, IS 11.2' EAST OF I M SEC. CORNER PER STATE HWY, cu IN FEET BRASS CAP � 1 in 30 , !t. 10-8-86 hI I w 00 �V o r� BENCHMARK I CD *z RAM -SET WASHER ON EAST EDGE OF TELEPHONE PEDISTAL PAD AT NORTHWEST CORNER OF SOUTH I �C/L P.G. 336TH AND PACIFIC HIGHWAY SOUTH. f ELEVATION = 30.811 i I -- �r I METHODS AND EOUIPNv ENT Q I SURVEY PERFORMED WITH A TOP CON GTS2R I UTILIZING FIELD TRAVERSE METHOD. co VERTICAL DATUM NGVD-29 BASIS OF BEARING KING COUNTY LOT LINE ADJUSTMENT NO. 685018 31 P.O.B. �- PARCEL 'B' ;;- — —-N89°48'59fW__186.OD'— --- — r 82.00' —; 104.00, CU , _ 20'\ �. T----------------------�---- B.S.B.L i •� 35' �- i 22 632 sq .fPt. 1 oo 00 10,52 ACRES CD z _j w � 3 I I � �"�' co M �o J i o C)o I o a I B. B z I o i o �J L` — 4) Z N - _ /RMT# SS PER SID� SEWER PE12229 -, - -------r----- ----- -- _ - - 4 � C ch o N J tU I 1�- 82,00' 81.00, i S 9 \48'55'E 163.00' INGRESS EGRESS AND UTILITY EASEMENT ! K.C.R.# 9210272954 _ S00°09'38'W 24,87' NOTES: 1. RIGHT-OF-WAY FOR PACIFIC HWY. SO. (PRIMARY STATE HWY. NO. 1) IS CALCULATED FROM STATE HWY. PLAN -PROFILE MAP DRAWN 6-1923 AND LAST REVISED 9-30-58 2. ALL BUILDING SETBACKS ARE 20 FEET UNLESS OTHERWISE NOTED. 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 city statute and ordinance in OCT., 1998 oI 1 CI 6 LEGEND ' I APPROX. LOCATION _ I EX, SIDE SEWER PROPOSED BOUNDARY M NT ---- P.O.B. PARCEL' c RIGHT OF WAY god?, EXISTING LOT LINE — N89°48'55'W 77.20' - _ _ _ _ _ _ _ _ - y EXISTING BUILDING — PARCEL' �A� S89°48'S5'E 59.80- EXISTING CONTOUR NORMAL — — tn (CALL.) f EXISTING CONTOUR HIGH 7,607 sq.ft. co F 0,17 ACRES � r- C 0. ---- � CDj EXISTING MONUMENT ao + 03 22' ' o O REBAR AND CAP SET • w J (n ! EXISTING WATER METER 03 coo 25, o � j f PROPOSED WATER METER 0 0 0. ! IB.SBL, f F OD � z CD + z t� V V. U. I, t B.S 1- ► 01000001 I a, O U O TAX LOT NUMBER: t } cc-,Cd !.' 4 N89°48'55'W `° m 56.73' N U.j 202104-9086-05-002 �• I I �. 3 �. 202104-9090-09 / __ 100 0 ° ' i� N27 56 13�W 20.98' N 1 = 05.00 i R 28 ; 20' L=27"V82 o _ 3'S7 (R�" N S89° 8'55'E186.28' 8Q0Q, CM tr N • BADLY/ SAFPLAW AND ASSOC. 12714 VALLEY AVENUE EAST, SUITE B SUMNER, WASHINGTON 98390 PH. # (253) 826-8135, FAX # (253) 826-8136 � O f Z � SCE. 344TH ST. � _j CASED MONUMENT ""� o 10-8-86 HORAN REAL ESTATE INVESTMENTS �.: 0FwAshr�,1,.�� CONTACT: HARRY HORAN 33903 PACIFIC HiGHWAY SO. FEDERALWAY, WA.. 98003-6812 99/ o DWN. BY DATE JOB N0. \ 'o> 19635_..,. '. GPT _ 10127198 25167 lk SE 17-21-04 The information included on this map has been compiled by King County staff �,% �,ti°°R from a varietyof sources and is subject to change without notice. King __..___ ___ - _ _ _ __ - - - '6°`'6�1 CONTROL MAJOR SHORT PLAT SURVEY/LEGAL _ _ �1 KC 1684 County makes no representations or warranties, express or implied, as to o 1oa �o accuracy, completeness, timeliness, or rights to use of such information. - _ - HYDRO ,� Boa i 200 p 9 CONTROL MINOR PARCEL �ti .Ati 6ti 100 King County shall not be liable for any general, special, indirect, - - - - -- ( incidental, or consequential damages including, but not limited to, lost RIGHT OF WAY ORIGINAL PARCEL CITY BOUNDARY 506$ 50� s0 Scale 1:1200 t1 = 10® q - - - -- - FEET ®® revenues Or lost profits resulting from the use or misuse of the information PLAT EASEMENT Boundary KING cO U NT i contained on this map. Any sales of this map or information on this map is Platted Major Boundarya�9�- prohibited except by written permission of King County. This document is not � December 01, 2006 DEintE PA RT M E N T ®f ASSESSMENTS ended for use as a survey product. Ilo1_ IN CID i ° 67.J•; 12635 SF 0410 1 4-2 `i b534 SF i4q30 . _.._� / 52 ! ' 62 231 SF 0420 FUR. POR: F � 31 jS0 3.46AC 5`/G 13i834 444.45' W - - --- - _ ---- - __---_ --- - _-_----P) 89 37-29 �v' --- 659.Is14 131;,.34 - _... - --- - - - - - _ NT a147 w so2.a1 __ _ 1318. 3 �6 h� / 131 P 3 3 2 4.68 N 99 41 44 W 200 200 44.23 N� - 4 )- 4 4 ilr 659.16 N 30' for Rd EsmL t 5.77 _(S 328t�-S-i) AF 4675062 UND. INT. MF la6 2, ice. /^ 2 _ __--.TRACT___X__'2aa __ 6�oD. s_F __-- ' 60 Pd B , I ,. KC I , I 7802230993 , „ sa I �4 C`��j �Q� 55 `✓ / � �?� o, 17 312 t N I o4 1 �o \ �J~, Y I LOT 3 <ti�v: a. 50 0t3J LOTo LOT 1 _ , 30000 ,F o ♦` �a r 9078 N , 1 � � b0.89�91-49 200 Y / � - F- �------- 114.45 �� +. N 99-41-44 W FWLLA E bC" , / - PCL vi lilt 00 121 214.3 ----------------- 54710 1 d 1 Q �.° 2,990 SF 1: 0102 9079 a 273.55 1 114.45 N 89-41-44 PI " Z� r 6 0 h-. c> I� 16.74 OBE - NT N 89-42-Do W 221.23 ai Z c> > ;0 41.0434 -101Y 221.43 a TI w Yt l I 48.54 6E. 24.98 G a SOt-12-06W 15 t 1.561 Act y n Y o ry o a 147160 1 90 N ✓� 4 Ni 16.14 3.39 AC i6,� "s4of i i 591-.27 z r-� -30 o. Va ^l_- I J 0 r�a r7 N 69-42-15 W 9045 ,46 N. LN. OF S. 661.9d' 329.23_. _ o H 89-42-20 W 8 20030109002471-30' 62.30 80 m I 7 46.92 d is 4 W 1664 731 1 0150 4 � P m N 89-42 W " 89562 SF 2:as ac 0034 14 9-42 v a 25462 SF 9074 9 132.30 30 400.45 S 88-55-29 E 122.44 0 20 5.G 130CU 2] �G o 56 AC 54186 SF yl; 90, 1.26 AC 9Q51 d; 251.64.. 400.45 558.09 14 1 t.� .. e 172104 0 1 W w 216636 SF 0 AC 4.97 AC' 6 tsn131 Ln 913$ W49 30 270 f\�e. 0 0 1�0A0�0 S F ^ 7�2D46 270 135 _ 135 -- 13500 SF 13500 SF 9r757 9028 35 135 146 125 14500 SF 12500 SF 9090 9030 145 . _ 270 _.125. 0 135 17550 SF �35 IT 0 w�a 00 O OQ o 1350D SF o 22950 SF 9031 9059 135 135 270 t { 4!` 104' 0 27000 Sr 9033 _ 270 27900 l 3 -{I ; 215 29.89 23`95 , `�-�, 62 I 5E 304nE 56W E.�B 13 8.69 I l o ff i Mil ,8e,,fw ._ 1; M I � , N Q N 3499.31 U r 9124 M .7 23 I I I � 60 M �Y � >:1 1 ' f 46094 SF 1. 06 AC \ I 9067 z ' 1 0 9LL 1 _ I I- , ' = I o I 15 ' I I , O N o 1 , 1 C� .tom 1 ' I I (r u? I I 102985� ; 11 2.36 AC , ...,_ i..:-' 18000 sr 9100 w c 4 co _ _ _.- S 88 44 n _ .,, 904a4r.,.w. .-, ._-.. 16 1'/- m 9 I 0120 1 �o S 88-44-21 E 1085.41 (P.) 372.76 611.92 1 239.16 o N 88-44 -I 44 1213 9-,*-'+.-•- 0 0 N. AGREEMENT FOR RICRT-QF-WAY A.F. 5831598 TR. Y 127334 +/ * z ______T--_JTJ , n 8.21 I- V, _ - , __ .______.-_______________.______ b __.__._____________ 'p7 _____._ ----------=------------ --- - ----------- --------- --- ---------------------------------------- z 1' 4 S LN. EXIST 30' SAN. SEWER ESMT. \ 683.94 ---- 1 31h P` 677.87 z h0 0' RADIUS TEMP. TURN -AROUND o S 'tib ' 1\ 4 ESMT. - TO BE RELINQUISHED 8112170666 I 1' WHEN PUBLIC ROAD 15 EXTENDED, KC SP 981016 R - ( g 4, Tt DEDICAIEO k MAINIAIN(D 8Y A�- 1 PUBLIC AGENCY: I ai1 /T°2 I 78060807762 KCSP 278131 j I ' ^, a g ,' I i TB. X 13 z 1 q LOT 2 i LOT 1 30 30 ci 102110 SF a 0055 / `r f' ' a° 63310 SF 'WJv �30' RD, E$fr1T. 398.83 _ N 88 44-2-1 W� 265 - -' •. ':?-.+7. -'_•__....�.- _,,r;_ +++.r ,a s,�enr,.+s.; .... :., .e......iw.; _-:.. ..--u... _ 1 I 3 30._ N 1-II-55 N4 I Hi 62 5.46 AC r 9020 t. 65.39 n, r9 t ----^-------_--.479 ._. _ 88-4 - 721.92 62.54 r 12. 1 9 4 \ ' •�'� `,J� _ _ .._� fi0 4 N.,�,, +�� .rt:...-..� _ .. _ « ....._�..... 7 3 '2 54 f: n v �o .jl� �� IW j 1273.75 N. LN, OF S. 3/4 OF SE 4.: .., ,....,_. ..-. _,... , I \ '\% �n1 135653 SF osoA J L � t a1N8I9-i otlo I m U r , o\ KCRA05-10015-00-U 2005021590000"170665 eiiJe-21 s-sO¢6E I •"x' 'I 137112 SF 3.15 AC to " i t! �4," 106.16 I $47-H-16E 15 o t' 2 ° 0130 / h 4 y° a ^ti Bl-la-oo2 2s.s4 FILE • A ,l. 15\ o WEST CAMP M LOT 2 _ 1271,JJ`15&11 1w -1 6.20 AC I ---- �° PARK DIV. 54F� _ o - ----- o / 2.79 AC 1 A h4 I 9122 (l j M 9026 A• n a 4 VOL 103-14115 24 0'1, 235.67 tom-"' - - --r- _ ..-. ._ - _ ..._,. _ _ . ®- >l 1 9 2381181 _. E--.-"--' PT U � SUR. I9-21-4-3 w,..o...�•�.• � .. ��' 269.22 _^ ' _ +13.67 596.33 1312, dl 88-44-55 W (P-)- 4n7.03 N 89 - 4 - 4 5 W N 88-4a-55 w 507.63 i142.90 (P.) PT 15t13.67 N 88-44-55 W' IF �``-I-___-__--- P -- 523.62 1313 - _ - -_ 7 _ _. _ _ _ _. _ _. --_ 131t.59_ S. 336TH ST so4-�5 S. 336TH ST. - N 8 9 - 4 1 -16 W -- -- - - - - - ----- -'-- - - - =2000 -- 1968.87 W: (P,) o Q S. 336TH1313.88-- L EST sTA 38+ 0 86 -- - - sT 523.60 1 7 O6D7O524,-;42 SUR--19-21_-.4-3. �,:.:. 20020208002306-7' ....... ...... :.. ... .....-, ......-:, ....... -.. .. .: v 7410080�037. '., 29534' e N 88 44-55 W 317.12 P. - - ----- 7410080037 __ _ _ SUR. 19. 21.4.3... g41.12 (P.) 1� ( ) 656.94 ND 8 --- ---- - - --- -------------- -- ---- -- 4° �. R 300 256.29-----'--------------------�- ----------- ------ ------------ i SCC 02-2.19486-9KNT �I1, s _ 0. 99 819 1819 RW. ,• II e ;, e 678� 1 t81:62 4 ' i � 1 M i ,?� li8.t8 •� I 30 30 72 ; 2423 45 i ) r 11 " e \J D DEC 1 9 2006 .,,1 n1t\�4� r]EPTp