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01-100742BOUNDARY LINE ADJUSTMENT NO. 00-xxxxxx-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. THE QUADRANT CORPORATION, A WASHINGTON CORPORATION NAME TITLE ACKNOWLEDGMENT STATE OF WASHINGTON SS COUNTY OF KING DATE ON THIS DAY OF , 2001, BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, PERSONALLY APPEARED TO ME KNOWN TO BE 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. SIGNATURE OF NOTARY PUBLIC PRINTED NAME DATED MY APPOINTMENT EXPIRES VICINITY MAP 1 MILE = 1.5' g 9 1-5 c 0 S.W. 320th ST. w MAL S E N 99 ell o 0 > Q y 1 0 North d a,k'z Loke S. 336th ST. 8 a h 7 0 �N Z To 3 3 S. 348th ST. S. 349th ST. Y V) W NLJ Q 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 2001. DIRECTOR OF PUBLIC WORKS EXAMINED AND APPROVED THIS DAY OF DIRECTOR OF COMMUNITY DEVELOPMENT SERVICES KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF 2001. GTL11429&1f4]N 2001. DEPUTY ASSESSOR 152104-9005-00; 152104-9052-02; 152104-9055-09; 152104-9056-08; 152104-9179-00; ACCOUNT NUMBERS LEGAL DESCRIPTIONS PRIOR TO ADJUSTMENT LOT A THE NORTH 822 FEET OF THE EAST HALF OF THE EAST HALF OF THE EAST HALF OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER IN SECTION 15, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 50 FEET THEREOF FOR STATE HIGHWAY; TOGETHER WITH THE NORTH 90 FEET OF THE EAST 2.5 FEET OF THE WEST HALF OF THE EAST HALF OF THE EAST HALF OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 15; EXCEPT THE NORTH 50 FEET THEREOF FOR STATE HIGHWAY; EXCEPT ANY PORTION THEREOF CONVEYED FOR ROAD PURPOSES BY THAT INSTRUMENT RECORDED UNDER RECORDING NO. 19991105001228. �' THE NORTH 822 FEET OF THE WEST HALF OF THE EAST HALF OF THE EAST HALF OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15. TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 90 FEET OF THE EAST 2.5 FEET; AND EXCEPT HIGHWAY; AND EXCEPT ANY PORTION THEREOF CONVEYED FOR ROAD PURPOSES 13Y THAT INSTRUMENT RECORDED UNDER RECORDING NO. 19991105001228. LOT C THE EAST HALF OF THE EAST HALF OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 822 FEET THEREOF. LOT D THE WEST HALF OF THE EAST HALF OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEREOF LYING WITHIN SOUTH 320TH STREET. LOT E THAT PORTION OF THE WEST HALF OF THE EAST HALF OF THE THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF SOUTH 320TH STREET AND EASTERLY OF 32ND DRIVE SOUTH (AKA WEYERHAEUSER WAY SOUTH). LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND CITY STATUTE AND ORDINANCE IN JUNE, 2001. JT HIA A. FLOOD RTIFICATE NO. 29281 RECORDING NO. VOL./PAGE PORTION OF THE NW 1 /4 OF THE NW 1 /4 OF SECTION 15, T. 21 N., R. 4 E., W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON LEGAL DESCRIPTIONS AFTER ADJUSTMENT LOT 1 THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION AS SHOWN ON THAT RECORD OF SURVEY BY ESM, INC. RECORDED IN VOLUME 114 OF SURVEYS, AT PAGE 46, UNDER RECORDING NO. 9704029002, RECORDS OF KING COUNTY, WASHINGTON; THENCE ALONG THE SOUTH LINE OF SAID SUBDIVISION, N 89'05'50" W, 485.04 FEET TO THE EASTERLY MARGIN OF 32ND DRIVE SOUTH (ALSO KNOWN AS WEYERHAEUSER WAY SOUTH) AS ESTABLISHED BY THAT INSTRUMENT RECORDED UNDER RECORDING NO. 19991105001228; THENCE ALONG SAID EASTERLY MARGIN, NORTHEASTERLY 248.55 FEET ALONG THE ARC OF A NON - TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 739.00 FEET, THE RADIUS POINT OF WHICH BEARS N 70'01'15" W. THROUGH A CENTRAL ANGLE OF 19'16'12" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 00'42'33" E, 652.11 FEET; THENCE S 89'12'32" E. 446.47 FEET TO THE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE ALONG SAID EAST LINE, S 00'53'25" W, 897.00 FEET TO THE POINT OF BEGINNING. CONTAINING 9.24 ACRES, MORE OR LESS. LOT 2 THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION AS SHOWN ON THAT RECORD OF SURVEY BY ESM, INC. RECORDED IN VOLUME 114 OF SURVEYS, AT PAGE 46, UNDER RECORDING NO. 9704029002, RECORDS OF KING COUNTY, WASHINGTON; THENCE ALONG THE EAST LINE OF SAID SUBDIVISION, N 00'53'25" E, 897.00 FEET 70 THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EAST LINE, N 0953'25" E, 378.77 FEET TO THE SOUTHERLY MARGIN OF SOUTH 320TH STREET AS ESTABLISHED BY THAT INSTRUMENT RECORDED UNDER RECORDING NO. 19991105001228; THENCE ALONG SAID SOUTHERLY MARGIN, N 89'44'47" W, 402.98 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, SOUTHWESTERLY 59.39 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 38.00 FEET, THROUGH A CENTRAL ANGLE OF 89'32'40" TO A POINT OF TANGENCY ON THE EASTERLY MARGIN OF 32ND DRIVE SOUTH (ALSO KNOWN AS WEYERHAEUSER WAY SOUTH) AS ESTABLISHED BY SAID INSTRUMENT RECORDED UNDER RECORDING NO. 19991105001228; THENCE ALONG SAID EASTERLY MARGIN, THE FOLLOWING COURSES: S 0942'33" W, 272.30 FEET; S 09'49'40" W, 44.17 FEET; S 00'42'33" W. 21.02 FEET THENCE S 89'12'32" E, 446.47 FEET TO SAID EAST LINE OF THE NORTHWEST QUARTER OF T 'DCEIVED BY EN i NORTHWEST QUARTER AND THE TRUE POINT OF BEGINNING. COMMUNITY DEVELOPMENT DEPARTTM CONTAINING 3.81 ACRES, MORE OR LESS. JuN j $ 2001 CONSULTING ENGINEERS LLC �G I NO I I CM EngneertV 720 South 348th Street Land Surveykv Federal Way, Wa~on G8003 Project Manaflenwmt (253) 838-6113 Pubic Works In PIIan*19 T. 21 N., R. 4., E all--91200/ DRAWING NAME : 191\41\973\PLOTS\BLA-01.DWG 0. J PARCEL 2 BOUNDARY LINE ADJUSTMENT PREPARED FOR THE QUADRANT CORPORATION DWN. BY DATE JOB NO. DJH/CAF 1 06-18-01 1 191-41-973-006 CHKD. BY SCALE SHEET CAF 1 of 3 BOUNDARY LINE ADJUSTMENT NO. 00-xxxxxx-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON NOTES j� N 00'00' 17" W 32.12' FOUND 4" X 4 CONCRETE MONUMENT FOUND STONE MONUMENT WITH WITH COPPER PIN (FEBRUARY 1990) I 1 CHISELED "X" (FEBRUARY 1990) o ua I 13 °' �o 1M 00 �z I N 00'53'25" E 1) LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS AS SHOWN HEREON ARE FROM FIRST 1 —' AMERICAN TITLE INSURANCE COMPANY ORDER NO. 819033-CE THIRD REPORT DATED JUNE 7, 2001. 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 MAP. ESM HAS RELIED SOLELY UPON THE INFORMATION CONTAINED IN SAID REPORT IN REGARDS TO TITLE ISSUES TO PREPARE THIS BOUNDARY LINE ADJUSTMENT AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2) SUBJECT TO FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION CHARGES AND LATECOMER CHARGES FOR WATER OR SEWER FACILITIES OF FEDERAL WAY WATER AND SEWER AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8905120210. 3) SUBJECT TO RESERVATIONS AND EXCEPTIONS AS CONTAINED IN THOSE INSTRUMENTS RECORDED UNDER RECORDING /'- NOS. 9605210333 AND 19990623002366 PERTAINING TO GEOTHERMAL STEAM AND HEAT AND ALL METALS, ORES AND / °' MINERAL RESERVATIONS AND THE TERMS AND CONDITIONS THEREOF. 00 4) SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS FOR 32ND DRIVE SOUTH PER INSTRUMENT RECORDED UNDER RECORDING NO. 7809150862. THE EXACT LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD, HOWEVER, ADDITIONAL RIGHT-OF-WAY HAS BEEN DEDICATED SINCE. 5) SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS FOR SOUTH 320TH STREET AND 32ND DRIVE SOUTH PER INSTRUMENT RECORDED UNDER RECORDING NO. 8711020580. THE SAME EXACT LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD, HOWEVER, ADDITIONAL RIGHT-OF-WAY HAS BEEN DEDICATED SINCE. 6) PER TITLE REPORT, SUBJECT TO AN EASEMENT FOR UTILITIES AND SIDEWALKS AND MAINTENANCE PER INSTRUMENT RECORDED UNDER RECORDING NO. 8711020580. THE LOCATION OF SAID EASEMENT LIES WITHIN EXISTING PUBLIC j- RIGHT-OF-WAY AS CONVEYED BY INSTRUMENT RECORDED UNDER RECORDING NO. 19991105001228. LLLLWJJ 7) SUBJECT TO A SEWER AGREEMENT AND THE TERMS AND CONDITIONS THEREOF PER INSTRUMENT RECORDED Z o LO UNDER RECORDING NO. 9402182159. THE LIEN IN PARAGRAPH 12 OF SAID AGREEMENT WAS RELEASED BY INSTRUMENT RECORDED UNDER RECORDING NO. 9512261712. N (n 8) SUBJECT TO PROPOSED ZONING REGULATION, ORDINANCE NO. 94-219, PRE -ANNEXATION ZONING AGREEMENTS AND m 3 THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9410260933. LL-�mm: 9) SUBJECT TO AN EASEMENT FOR SANITARY SEWER PURPOSES AND THE TERMS AND CONDITIONS THEREOF PER O a INSTRUMENT RECORDED UNDER RECORDING NO. 19990903000827. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 64 10) SUBJECT TO AN EASEMENT FOR SANITARY SEWER PURPOSES AND THE TERMS AND CONDITIONS THEREOF PER N/ Fn 00 M INSTRUMENT RECORDED UNDER RECORDING NO. 19990903000829. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. Q z 11) SUBJECT TO AN EASEMENT FOR SANITARY SEWER PURPOSES AND THE TERMS AND CONDITIONS THEREOF PER = m ♦— INSTRUMENT RECORDED UNDER RECORDING NO. 19990929001207. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 12) SUBJECT TO AN EASEMENT FOR TELECOMMUNICATION PURPOSES AND THE TERMS AND CONDITIONS THEREOF PER 0� INSTRUMENT RECORDED UNDER RECORDING NO. 19991019001882. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. i t) 13) SUBJECT TO AN EASEMENT FOR POWER PURPOSES AND THE TERMS AND CONDITIONS THEREOF PER INSTRUMENT RECORDED UNDER RECORDING NO. 19991214001005. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 14) THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO SOUTH 320TH STREET FROM THE LOTS DEPICTED HEREIN. 15) FOR ADDITIONAL SUBDIVISIONAL INFORMATION SEE THAT RECORD OF SURVEY BY ESM, INC., RECORDED UNDER RECORDING NO. 9704029002. SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT 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. BASIS OF VERTICAL DATUM NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) BENCH MARK: CITY OF FEDERAL WAY B.M. NO FW144. LOCATED 0.20 MILE EAST INTERSECTION OF 1-5 OVERPASS AND SOUTH 320TH STREET. BEING A MONUMENT IN CASE IN FRONT OF DRIVEWAY TO HOUSE #3112 ON THE NORTH SIDE OF SOUTH 320TH STREET. TOP OF MONUMENT ELEVATION = 462.933 LEGEND = FOUND C X 4" CONCRETE MONUMENT WITH 1" BRASS CAP INSIDE MONUMENT CASE (MARCH 1990) - UNLESS OTHERWISE NOTED PER RECORD OF SURVEY BY ESM INC., RECORDED UNDER RECORDING NO. 9704029002 R = RADIUS A = DELTA L = ARC LENGTH (R) = RADIAL BEARING ® = SET 1/2" REBAR AND CAP "ESM INC. L.S. NO. 15661" IN 1990 PER SURVEY RECORDED UNDER NO. 9007259006 (UNLESS NOTED OTHERWISE) = SET 1/2" REBAR AND CAP STAMPED "ESM LLC, NO. 15661/29281" 27= EAST LINE OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15 RECORDING NO. SCALE: 1 inch = 50 ft. VOL./PAGE PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, T. 21 N., R. 4 E., W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON L I N 00°5325" E 1275.77' TAX ACCOUNT NO, 162104 0068 08 PRIOR TO ADJUS-rMENT = \ 30SANITARY SEWER EASEMENT APPROXIMAr8LY L6 ACRES RECORDING NO. 19990903000827 1-1AND NO. 19990929001207 L071' 8 rAX ACCOUNT NU. 1-62104 000-5 00 PRJOR TO ADJUSTNJE'.Nr - /� APPROXIIVJATELY L-5 ACRES EXISTING LOT LINE PRIOR TO ADJUSTMENT (TYPICAL) LOT 2 --� CV 3.81 ACRES M0 (165,770 S.F.) \ � \ N ACCOUNT NO. 162104 00-52 02 b) 11 00 m' PFUDR rO ADJUSrmENT = z \ z O APPROXIMATELY 4.0 ACRES �/ z Opt'_ LJ .r E\ 0 = 89'32'40" TAX ACCOUNr NO. 1-62104 DIM 00 R = 59.00' PFUDR TO ADJUS-rME.NT = \ APPROXIMATELY 3.4 ACRES \ N 00'42'33" E \ 21.02' N 09'49'40" E 44.17' N 00'42'33" E 272.30' 897.00'-�\t — — — — — — — ' J� LOT LINE AS ESTABLISHED BY THIS BOUNDARY LINE ADJUSTMENT \ I �LOTI 1 652.1 1 ' b � N 00°42'33" E l 673.13' 94 — _ N 00'42'33" E�-1086.42' 32ND DRIVE Iq (AKA WEYERHAEUSER WAY SOUTH) FOUND 2" O.D. IRON PIPE FILLED WITH CONCRETE WITH TACK, IN CASE (FEBRUARY 1990) SCALE: 1" = 50' 50 25 0 50 100 CONSULTING ENGINEERS LAC CM Enpineertnp 720 South 348th Street Land SWeykV Federal Way, Washtrtyton 98003 Project Managemerrt (253) 838-6M Pubic Works IrxJ Pkmr*p m bl 7 tLj tLj U� tLj ttl 0 _ CW9 DRAWING NAME 191\41\973\PLOTS\BLA-02.DWG PARCEL 2 BOUNDARY LINE ADJUSTMENT PREPARED FOR THE QUADRANT CORPORATION DWN. BY DATE JOB NO. DJH/CAF 1 06-18-01 1 191-41-973-006 CHKD. BY CAF SCALE 1" = 50' SHEET 2 OF 3 BOUNDARY LINE ADJUSTMENT NO. 00-xxxxxx-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON BASIS OF VERTICAL DATUM NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) BENCH MARK: CITY OF FEDERAL WAY B.M. NO FW144. LOCATED 0.20 MILE EAST INTERSECTION OF 1-5 OVERPASS AND SOUTH 320TH STREET. BEING A MONUMENT IN CASE IN FRONT OF DRIVEWAY TO HOUSE #3112 ON THE NORTH SIDE OF SOUTH 320TH STREET. TOP OF MONUMENT ELEVATION = 462.933 FOUND 1" IRON PIPE, 1.8' OUT OF THE GROUND EAST 1.0' OF LINE (MARCH 1990) EAST LINE OF THE NW 1 /4 OF THE NW 1 /4 OF SECTION 15 RECORDING NO. SCALE: 1 inch = 50 ft. VOL./PAGE PORTION OF THE NW 1 /4 OF THE NW 1 /4 OF SECTION 15, T. 21 N., R. 4 E., W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON SOUTHEAST CORNER OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15 - FOUND 1" IRON PIPE WITH CAP NORTH 0.2' W 0.3' (MARCH 1990) --, ammommmm"I- 93.49' - - I \ N 00*53'25" E 1275.77' \ S / 47'O� 69.16' 159.24' ON ` 243- / N 49'21'45' E \- \ Dc .23 174.17' 71,7 N 2735'44 E 897.00 / \ d 1p \ 44.09' \ N 50.46"8" E' . WETLAND "C" \ / M WETLAND "F'' J r r\ �� 21.63 TAX ACCOUNT No. 1-52J04 ©0-58 08 - PRJOR TO ADJUSTMENT =� \ \ � \ \ � ' \ � 0 �\ \ Lc� r \ APPROXIMATELY -Lg ACRES- 4/\ ' I 7AX ACCOUNT NO. 162104 00-6-5 00 � PRIOR 7O ADJUS'TME�1-r \ APPROXIJ\�JA TJrLY 1.7 ACRES ✓ o i _ - \ \ A 1 D6'34 15 \� = \ I TAX ACCOUNT` NO. J-52-104 ©OOS 00 \ R 35.00 l 1 \`\J� L = 65.10°� \ _ l I WETLAND E' PRIOR TO ADJUSTMENT - \ \ A = 104'50'54" \ - 1 R = 35.00' I APPROXIMATELY L5 ACRES \ \ = L - 64.05' l \ I t \ A = 82'41'57" AVERAGED WETLAND BUFFER\��j \ R = 20.00' N 12'23'02" E' I / / L = 28.87' 1 ' \ J � 15.00 \ / \ N 45"39'33" W ` o - \ 29.25' / \/ \ �A = &r38'29" \ r I WETLAND B' � = LOT 1 , EXISTING LOT LINE - N 9900'00" E L = 30. 0 ' \ 9.24 ACRES 0 \ d PRIOR TO ADJUSTMENT \ 14.99' A = 96'58'07 (402,350 S.F.) \ _ � � \ \N I 1I \._ (TYPICAL) \ \ R = 50.00 N 12'49'19" E > \ \ Q \ V (\1 i 1 L = 84.62' \ 16.80' N 7T10'41" W \ \ O N 42'58 35 E �a / �� 6p d �- 15.00' \C>��N \ \LO Ltj 00 LOT 2 M \ ` _ L \ \ \\\ N 8T58 25 E N 1 r4s'� \ �� ``0 \It LLI LI L.J r \ \ \ N 59'55'04 E \ 27.45' \ / / �< lg `� I / ,n 20.10' \ --12 49 � N 05• " `-- �\ . • s \ rn ACCOUNT NO. 1�ZJ0�J• 0082 02 7y lg �, 50 21 � � , Ui �_ / 00 \ �\ 6p.56' E 3 8 �\ 1 30 SANITARY SEWER EASEMENT \ �o �TAX RECORDING NO. 19990903000827 O _ PRIOR 70 ADJUSTJvJFJNr N 46'36'47" E \ Ltd Z \ APPROXIMATELY 42 ACRES \ \ 25.66' AVERAGED \ \� AND 1'9 0929001 ) v / l \ WETLAND BUFFER g� \ b) LJ w - O z VI A - 104'50'54" �I Ij _ :4 000 = o p \ �_ R = 21.25 2 A - 84 3 54 \ c'� \ Z. Ir M L = 38.89' S�• / R = 20.00' \ O Z w \ / \ \ �p� �� "' - 73, L = 29.58' o .- \ \ \ \ 00 N 87*58'25" E / \� IX N 1 611'46" W J z z - - _ 29.28' \\ \ N 13' 28' 14" E _ _ LOT LINE AS ESTABLISHED N 25'21'49" W U) O BY THIS BOUNDARY LINE \ �FILLED IN AREA OF WETLAND A IN CONJUNCTION WITH?�0 • 14.39', \ ADJUSTMENT \ \ \ \ N 24 42' (27" W R \ \� D -/� � \ \ \ PERMIT N0. 01-101725-000-00-CO \ , S9- �N 088.12'Or E ~ \ \ \ \LJr \ \ N 05'32'01" E \ \ �/ 41.35' \ TAX ACCOUNT NO. 12 JO \©J7© 00 \ \ 13.87' \ - -- p = 33'33'57"� ,d \ \ \ _ \ PRIOR 7O ADJUSTMF.J�JT =�. \ \ \ 0 \ 158 APPROXIMATELY '05'S5" \ L- R = 10.00_ / �'�00'45'06" W / 2�g• ~ \ \ 3.4 ACRES \ R = 23.50 \ 1 I L 5.86 2 �JN 0 \ \ \ \ \ L = 64.84 \ I TELECOMMUNICATIONS EASEMENT M \ \ \ \ \ \ \ I RECORDING NO. 19991019001882 N 3'28' 14" E \ \ \ \ \ \ \ \ POWER EASEMENT g gp, \ \ \ \ \ RECORDING NO. 19991214001005 A = 14' 13' 19 / / `S7y L --- R = 105.00 _ 1 % N 00°42'33" E 673.13' J % - a = 19 • �L, = 26.06' J00 N 00'42'33" EO 1086.42' v.0 0 /�2ND RIVE / /JSOUTH _ (AKA WEYERHAEUSER WAY SOUTH) R - 700.00' L LEGEND ° ' 49-30,52604 93 = FOUND 4" X 4" CONCRETE MONUMENT WITH 1" BRASS CAP =meW INSIDE MONUMENT CASE (MARCH 1990) - UNLESS OTHERWISE NOTED PER RECORD OF SURVEY BY "ESM INC." RECORDED UNDER RECORDING NO. 9704029002 R = RADIUS 0 = DELTA L = ARC LENGTH (R) = RADIAL BEARING ® = SET 1/2" REBAR AND CAP "ESM INC. L.S. NO. 15661" IN 1990 PER SURVEY RECORDED UNDER NO. 9007259006 (UNLESS NOTED OTHERWISE) = SET 1/2" REBAR AND CAP STAMPED "ESM LLC, NO. 15661/29281" EXPIRES 11/01/01 0 m , I �; SCALE, 1" 50' SANITARY SEWER EASEMENT RECORDING N0. 19990903000827 CL N0 Ln ' .J 50 25 0 50 100 DRAWING NAME 191\41\973\PLOTS\BLA-03.DWG CONSULTING ENGINEERS LLC �®I11 CM Enpin wkv 720 South 348th Street Land gurVeyhg Federal Way, Washington 98003 Project Management (253) 838-GIM Pubic Works Land Pkmrft PARCEL 2 BOUNDARY LINE ADJUSTMENT PREPARED FOR THE QUADRANT CORPORATION DWN. BY DATE JOB NO. DJH/CAF 1 06-18-01 1 191-41-973-006 CHKD. BY SCALE SHEET CAF 1" = 50' 3 OF 3