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HomeMy WebLinkAboutPermit PL17-0058 - TUKWILA SOUTH FINAL PLAT - PHASE 1 - LAND DIVISION / FINAL SUBDIVISIONTUKWILA SOUTH FINAL PLAT - PHASE 1 3523049034 Associated Files: PL17-0058 This File: 117-0068 LAND DIVISION/FINAL SUBDIVISION of o �. Tv L w ,' 11, CONFORMED PY 1111111111111111311111 I III II JI 20180823000390 VoI:284 Page:72 PLAT Rae: 3183.00 Pages:23 8/23/2013 1:08 PM KING COUNTY, WA City of Tukwila Department of Communfty Development 6300 Southcenter Boulevard, Tukwila, WA 08188 Telephone (206) 431-3670 FAX (206) 4913485 E•mell: tukplani tukw1la.we.ue CITY OF TUKWILA FILE NO. L 17-0068 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUIC IILA, KING COUNTY, WASHINGTON. DEDICATION WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBUC PURPOSES NOTINCONSISTENT WITH TINE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MM(E ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND TRACTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATEAND CONVEY ALL THE PRIVATE EASEMENTS AND TRACTS SPECIRCALLY IDENTIFIED ON THIS PLAT AS BEND DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THEPLIBLIC TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR NBRS AND ASSIGNS AND ANY PERSON OR ENTITY 01911VNG TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CRY OF TUIDAW.A, RS SUCCESSORS AND ASSIGNS WHICH MAYBE OCCASIONED BY THE ESTABUSHMENT, CONSTRUCTION, OR MAINTENANCE OF PUBLIC FACILITIES AND PUBLIC PROPERTY WITHIN THESLBDIVISIOW THIS SUBDIVISION, DEDICATION, AND WAIVER OF CLAIMS IS MADE WITH THE FREE CONSI5VTAND IN ACCORDANCE WITH THE DESKS OF SAID OWNERS. ACKNOWLEDGMENT IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. NAVE SEGALE PROPS' uID C MARK A. SEGALE VICE PRESIDENT .'�'L[. MANAGER STATE OF WASHINGTON) COUNTY OF KING ))� Ss,S�.I ON THIS DAY OF�IV2017 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED, MARK A. SEGALE, TO ME KNOWN TO SE THE PERSON WHO SIGNED AS VICE PRESIDENT OF METRO LAND DEVELOPMENT, INC., MANAGER OF SEGALE PROPERTIES LLC, THE LIMITED LIABILITY COMPANY THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ANOVOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID PARTNERSHIP FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT MARK A. SEGALE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT ON BEHALF OF THE COMPANY ,,�"`��} IN WITNESS WHEREOF! HAVE HEREUNTO SET MY HAND AND OFFICIAL = arja-�rA 345:2.` YEAR FIRST ABOVE WRI77ET� G S" r �10TA . NO ART PUBLIC,/jJ.}�D ESTATE QFWASHINGTON ` RESIDING AT fSMIP�h •'YJtr ZN tJ�1S VBi'`G 7•,�I.OA1 AAA�<``A-Ac0 W� DAMAGE WAIVER PER TMC 17.04,060 THE FOLLOWING PERSONS OR CORPORATIONS NAVINGAN INTEREST IN THE SL/BDMDED LAND WAIVE BY THEM AND THEIR SUCCESSORS ALL CLAIMS FOR DAMAGES AGAINST ANY GOVERNMENTAL AUTHORITY ARISING FROM THE CONSTRUCTION AND MAINTENANCE OF PUBLIC FACILITIES AND PUBLIC PROPERTY WITHIN THE SUBDIVISION: METRO LAND DEVELOPMENT, INC. AND SEGALE PROPERTIES LLCn A WASHINGTON LIMITED LIABILITY COMPANY. METHODS AND EQUIPMENT FIELDMEASUREMENTSARE G.P.S. -GROUND INSTRUMENT USED - TOFCON GPS ORS EQUIPMENT AND PROCEDURES: ALL MEASUREMENTS WERE MADE USING GLOBAL POSITIONING SYSTEM(GPS) WITH THE MANUFACTURES STANDARD DEVIATION OF 3mm ♦ 0.5 PPMBASELINE ROOT MEAN SQUARE (RMS) FOR STATIC MEASUREMENTS AND 10mm . f PFM FOR REAL TIMEKINEMAITC (RR() INSTRUMENT USED • LEITZ SOKKN 1' TOTAL STATION STANDARD TRAVERSE PROCEDURES WERE UTILIZED WHEN O.P.S. OPTIONS WERE NOT AVAILABLE RELATIVE ACCURACY PROCEDURES WERE USED TO MEET OR EXCEED THEACCURACY FOR LAND BOUNDARY SURVEYS PER WAC 332.130-090 BASIS OF BEARINGS NORTH AM ERIGW DATUM 1983/11 ADJUSTMENT, WASHINGTON STATE PLANE NORTH ZONE4802 HOLDING W.S.D.O.T. MONUMENT ID. 'NC 17.7' A 3'BRASS DISK IN THE NORTH SIDEWALKS. 178714 ST. BRIDGE AT /6 SURVEYOR'S CERTIFICATE 1, JAY O BASCOCK REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS FLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HERSIN, CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES COURSES AND ANGLES ARE SHOWN HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS SETTING ATA LATER DATE, NAVE BEEN SET AND LOT CORNERS STAKED ONTHE GROUND AS DEPIC7EEy ON THE PLAT. I304'I7 JAYBABCDOK, P.L.S. NO. 30429 CORDER'S CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF TUKWILA THIS DAY OF 20 AT MINUTES PAST_ M, AND RECORDED IN VOLUME OF PLATS, ON PAGE RECORDS OF KING COUNTY, WASHINGTON. KING COUNTY MANAGER SUPT. OF RECORDS AND ELECTIONS TUKWILA APPROVALS PUBLIC WORKS DIRECTOR'S CERTIFICATE I HEREBY APPROVE THE SURVEY DATA ME LAYOUT OF THE STREETS, ALLEYS AND OMER RIGHT S.OFWAY, DESIGN OF DRAINAGE SYSTEMS AND OTHER STRUCTURES. I CERTIFY THAT THE SUBDIVIDER HAS COMPUED WITH ONE OF THE FOLLOWING: A. ALL MPROVEAMENTS HAVE BEEN INSTALLED Ili ACCORDANCE WITH THE PRELIMINARY PLATAPPROVAL, AND THAT ORIGINAL AND REPRODUCIBLE MYIAR OR ELECTRONIC RECORDS INA FORMAT APPROVED BY PUBLIC WORKS AND MEETING CURRENT PUBLIC WORKS DRAWING STANDARDS FOR ROAD, LRIUTY AND DRAINAGE. CONSTRUCTION PLANS CERTIFIED BY THE DESIGNING ENGINEER AS BEING AS CONSTRUCTED' HAVE BEEN SUBMITTEDFOR CITY RECORDS. B AN AGREEMENT AND BOND OR OTHER FINANCIAL SECURITY HAVEBEEN EXECUTED IN ACCORDANCE WITH SECTION 1724.030 OF THIS TITLE SUFFICIENT TO ASSURE COMPLETION OF REQUIRED MIPROVEMENTSAND CONSTRUCTION PLANS. EXAMINED ANDAPPROVED BY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORIKS. rN THIS 4" DAYOFC%CI�JJfi1f20l7. DIRECTOR OF PUBLIC WORKS DIRECTOR OF COMMUNITY DEVELOPMENT REWEWEDAND APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND HEREBY CERTIFIED FOR RUNG. CITY OF TUKWILA FINANCE DIRECTOR I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS OF THE PROPERTY HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS OR FOR OTHER PUBLIC USE ARE PAT D IN FULL ON THIS 5 DAY OF ne-rpw6N^ 2017. T 2 C (a/t2Y4OR CITY OF TUKWILA MAYOR EXAMINEDAND APPRO / TNf S N OAYOF�/L• :{ /5017. MAYOR CITY OF TUKWILA C1) Y CLERK EXAMINED AND APPROVED THIS I N DAY AGO ,.3'('(2011. CITY CLERK 1 1:: .1.1e,11,73) Lily- / KING COUNTY APPROVALS 4 1 1r8. 200TtiST.' S. 204TH ST. j / VOLUME PAGE •••••smY SHEET 1 OF 23 GRAPHIC SCALE (U.S. FEET 2000 0 1000 2000 1 inch = 2000 ft. VICINITY MAP I ; AE v4 BW I/4 SE '4 AE vi AE v4 - ---JAY YI AE v4 Sv4 1 a=v4 r—Z6—�--� II i-------1-- I M41 myv4 AEYI NW v4'-8Yv4 1 SW V4 NW NW V4 8W 1/4 SWSW1//4� ASW E1/ 1/4 33--I-- AE VI, SW1/41 SE 14 1 SW UI SW1/4 04 AY 1/4 ve 1 MV U4 AE V4 . Nwt/4 /87 /4 I New WV4imy,v4INW i SW Y4 vj4 I I i KING COUNTY FINANCE DIVISION CERTIFICATE �(aSURI''At A4'°AF9t10 .•zr. �s a r KING COUNTY DEPARTMENTJOF ASSESSMENTS EXAMINED AND APPROVED THIS1fj1DAY OF , je'V 20L .- Doti) 4. I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THEREARE DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO 711E OFFICE FOR AND THAT ALL SPECIAL ASSESSMENTS LCHNHeD TO THIS OFFICE FOR ON ANY OF THE PROPERTY HEREIN FOR ANY OTHER PUBLIC USE, AREPAICID INFUL i8 GTE3jRF1a7.'-6, 5rerr NA-n-IFsorl KING COUNTY TREASURER KING COUNTY ASSESSOR (-,4),..) )46_40 ,971-Esx DEPUTY KING COUNTY ASSESSOR 12/04/n SHEET LEGEND SHEET 1• APPROVALS SHEETS 2- 4 ( SECTION BREAKDOWN DATA) SHEETS 3 - 19 (PLAT SHEETS) SHEETS 20.22 (ORIGINAL PARCEL LEGAL DESCRIPTIONS) SHEET 23 (MISC. NOTES ) 4/7-0O6, SECTION INDEX NOT TO SCALE SURVEY REFERENCES: KING COUNTY SURVEY NO.35.234 /2 S, 178THST. FREEWAY EAST TO TUKWILA CRY WITS 8R98 KING COUNTY SURVEY No.. 3224.11 ORKLM ROAD - S. 212TH ST. NO DATE POUND WA. STATE HIGHWAY COMMISSION RIGHT-0E-WAY PLAT ER. 5, S. 188TH STREET INTERCHANGE, 412A98 WA. STATE HIGHWAY COMMISSION RKNH7-0E-WAY PLAT S.R. 5, JCT. S.S.H. 5A TO S. 1787N ST., 03/24/59 RECORD OF SURVEY UNDER RECORDING NO.20111109D0000f RECORD OF SURVEY UNDER RECORDING NO.20091112900001 RECORD OF SURVEY UNDER RECORDING NO.20090825900006 RECORD OF SURVEY UNDER RECORDING NO.20000607600015 RECORD OF SURVEY UNDER RECORDING NO.20010816900001 RECORD OF SURVEY UNDER RECORDING NO.20010315500006 RECORD OF SURVEY UNDER RECORDING NO. 8909159013 RECORD OF SURVEY UNDER RECORDING NO.89070d9008 RECORD OF SURVEY UNDER RECORDING NO.880429900.9 RECORD OF SURVEY UNDER RECORDING NO.8701059005 RECORD OF SURVEY UNDER RECORDING NO.8509109014 RECORD OF SURVEY UNDER RECORDING NO.8212079001 RECORD OF SURVEY UNDER RECORDING NO.8208019001 RECORD OF SURVEY UNDER RECORDING NO.8103109004 CITY OFKENT SURVEY CONTROL DATABASE STATE OF WASHINGTON D.O.T. MONUMENT TWA BASE SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL " INDUSTRIAL • AGRICULTURAL • NATURAL RESOURCES P.O. 80X 88028 • TUKWILA, WA. 98158-2028 5811 SEGALE PARK DRIVE 'C' • TUKWILA, WA. 98188-4798 T 206 575-2000 • F 206 575-1857 WWW. SEGALEPROPERTIES. CfII VIII RECEIVED SEP 12 2016 Community Development 600 City of Tukwila Department of Community Development 6300 Souticanter Boulevard, Tukwila, WA /6166 Telephone (206) 4313070 FAX (206) 4313065 &mat tukplanetukallawrue CITY OF TUKWILA FILE NO. L17.0068 GRAPHIC SCALE 000 600 1200 TUKWILA SOUTH - PHASE 1 DE/NO PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. 2400 ( IN FEET ) 1 inch = 600 ft. SECTION BREAKDOWN DATA 1 SEC COR. MON. IN CASE ROS 8509249023 S 88'00'59" E 2673.85' 1/4 COR. MON. IN CASE ROS 8509249023 • SEC. COR. CONC. MON. ROS 8509249023 N 89'30'47" W 2675.17' 0 CALC. COR. PER ROS 8509249023 FALLS IN LAKE 1/4 COR CALC. ROS 8509249023 FOUND CONC. MON. DEC. 2002 FOUND BRASS TACK !N CONC. IN CASE DEC. 2002. S 87'41'28" E 2604.68' S. 200th ST. S. 204th ST.. 2663.52' CALC. 2663.76' ROS N 89'38'32" E SEE SHEET 4 OF 23 .r r ( I Nr0 Pro gip yr ' ( FOUND BRASS MON. I D.0. T. HC 17-8 3 $. DEC. 2005 / o / n /N / L2 V r>811 S r TWP. 23 NORTH 2724.67' S 87'57'73" E TWP. 22 NORTH � . O-\ \,(55 G04 VOLUME PAGE oc RED 820 E 9 17 ��iS;tJ 6AO8 O 49i"" i-- . FOUND BRASS MON. IN CASE DEC. 2010 3 I,0 GI N GO`` 1 V . SEC. COR. CALC. CITY OF KENT RECORDS L /7 -- 1th 2616.49' N 89'23'20" W SOUTH 1/4 COR CALC. D 1/4 C CITY C 5232.98' MEAS. 5265.48' C.L.O. SHEET 2 OF 23 SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL • INDUSTRIAL • AGRICULTURAL • NATURAL RESOURCES P.O. BOX 88028 • TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE'C'' TUKWILA, WA 98188-4798 T 206 575-2000 • F 206 575-1837 WWW.SEGALEPRCPERTIES. COM RECEIVED sEP 12 2018 Community Development City of Tukwila Depsrtmsnt of Community Development 6300 Eouthanter Boulevard, Tukwila, WA 96106 Telephone OR 431.3670 FAX (206) 4314665 E meb: tukp snektukwih.ws.us CITY OF TUKWILA FILE NO. L17.0068 GRAPHIC SCALE 0 000 600 1200 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.N., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. 2/00 (INFEET ) 1 inch = 600 1 t. FOUND CONC. MON. DEC. 2002 co NI w; 10 2' SECTION BREAKDOWN DATA N' c.0.1 CALC. COR. PER ROS 8509249023 FALLS IN LAKE FOUND BRASS TACK IN CONC. IN CASE DEC. 2002, S 87'41'28" E 2604.68' / "'X— //A 1/4 COR. CALC. ROS 8509249023 S. 200th ST. S. 204th, ST. 2663.52' CALC. 2663.76' ROS N 89.38'32" E 31 h; SEE SHEET 4 OF 23 I Ii t: FOUND BRASS MON. D.O.T. HC 17-8 DEC. 2005 `. /' 1 /, / %; /,! / TWP. 23 NORTH i j ;/ 2724.67' 875713"E TWP. 22 NORTH U O / �G n J C60 0 oI • ON z�A ,( FOUND BRASS MON. IN CASE DEC. 2010 GO 3 n n M 12 0 2 O G -'0-+ SEC. COR. CALC. CITY OF KENT RECORDS 1/16TH COR. FOUND BRASS IN CONC. DEC. 2010 9 S. 180th ST. ' 1/16TH COR. FOUND BRASS IN CONC. ' DEC. 2010 HELD FOUND MONUMENTS FOR 180th ALIGNMENT 1325.13' N 87'50'41' W 1325.05' REC. FOR 180th PLANS 1/4 COR CALC. CITY OF KENT BEN/ / C\ p,t0 • 14., Sgp8 / I 1 2610.49' N 8923'20" W th SOUTH 1/4 COR. CALC. r1 5232.98' MEAS. 5265.48' G.L.O. HELD KENT ANGLE 89'20'08" PER KENT'S SEC. BREAKDOWN ON FILE WITH P. W. 2726.97' S 88'01'08" E 2616.49' N 8923'20" W /7-00CoS( r 4 VOLUME PAGE SHEET 3 OF 23 CALC. 1/4 COR. 3 0 010 0 NI FOUND BRASS MON. IN CONC. DOWN 1.5' DEC. 2010 1/4 COR. FOUND CONC. MON. IN CASE DEC. 2010 S.E. SEC. COR. CALC. PER CITY OF KENT RECORDS SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL * INDUSTRIAL • AGRICULTURAL ' NATURAL RESOURCES P.O. BOX 88028 ' TLKWILA. WA. 98138.2028 5811 SEGALE PARK DRIVE'C' • TUKWILA. WA. 98188-4798 T 206 575-2000 • F 206 575-1837 WWW. SEGAIEPROPERTIES. CON RECEIVED SEP 12 2018 Community Development e00 City of Tukwila DopertmwM of Community Development 6300 8ouduentw Boulevard, Tukwila, WA 116188 Telephone (208) 4313670 FAX (206) 431,3665 East tukplanatukwlie,wa.u. CITY OF TUKWILA FILE NO. L17-0068 GRAPHIC SCALE 300 000 1200 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. HELC BOYD ANGLE ROS 20010315900006 FOUND CONC. MON. DEC. 2002 2.00 ( IN FEET ) 1 inch - 600 it. SECTION BREAKDOWN DATA CALC. COR. I PER ROS 8509249023 FALLS IN TAKE SEE SHEET 2 OF 23 ./ / 12/04/17 / n1 u00 N. igt FOUND CONC. MON. DEC. 2CO2 FOUND BRASS TACK IN CONC. IN CASE DEC. 2002 S 87'41'28" E 2604.68' S. 200th ST. S 87.42'17▪ " ▪ E 2624.71' FOUND B.M D.O.T. HC 17-7 DEC. 2005 s 7 FOUND BRASS MON. I D.O.T. HC 17-8 DEC. 2005 • 0 /, . C / 6,4 �n;bo�o /ory /� / vc TWP. 23 NORTH / 2724.67' S 8757'13" E ' TWP. 22 NORTH RE./O /'S0 R 9 MEPS/ 408 FOUND BRASS MON. IN CASE DEC. 2010 SEE SHEET 2 OF 23 CALC. 1/4 COR. HOLDING REC. ANGLE FROM THE N.W. SEC. COR. PER ROS 20010315900006 I S 87'45'14" E 2625.99' 1/167H COR. FOUND BRASS IN CONC. DEC. 2010 S. 180th ST. i 16TH COR. FOUND BRASS IN CONC. ' DEC. 2010 HELD FOUND MONUMENTS FOR 180th ALIGNMENT 1325.13' N 87'50'41" W 1325.05' REC. FOR 180th PLANS ' 1/4 COR."CALC. CITY OF KENT 2726.97' S 88'01'08" E GGv `✓7-00�� VOLUME PAGE 0 0010 z 00 o, o rn 0 00 0 HELD KENT ANGLE 89'20'08" PER KENT'S SEC. BREAKDOWN ON FILE WITH P.W. (//L----"T / / M 0U. v 00 Lri � h L h 0 In co EO SHEET 4 OF 23 CALC. SEC. COR HOLDING CITY OF KENT ANGLE AND DIST. FROM THE S.E. SEC. COR. CALC. 1/4 COR. FOUND BRASS MON. IN CONC. DOWN 1.5' DEC. 2010 1/4 CCR. FOUND CONC. MON IN CASE DEC. 2010 SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL • INDUSTRIAL ' AGRICULTURAL • NATURAL RESOURCES P.O. BOX 88028 • TLKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C' • TLKW1L6. WA. 98188-4798 T 206 575-2000 • F 206 575-1837 I6WW.SEGALEPROPERTIES.COM RECEIVED SEP 12 2018 Community neveiopment City of Tukwila Department of Communtty Development 0900 Southesnbr Boulevard, Tukwl ar WA 88188 Telephone (206) 4314670 FAX (206) 4317665 E.mall: tukplanfitukwIla.wa.us CITY OF TUKWILA FILE NO. L17.0068 PC 2487+29.44 525' TUKWILA SOUTH - PHASE I VOLUME PAGE SHEET 5 OF 23 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. S 8742'17" E I87.66' 415' 1 1 260' ' 'DELTA = 01'04'30' ' I RADIUS = 11199.16' LENGTH = 210.12' 1 (L=209.74' REC.) •1 7 11 ; ,i Sr,494i FDT-11 Q9, P.S.E. ESMT. A.F.N. 8610130422 AERIAL COMMUNICATION & POLE ESMT. REC. N0. 8606040808 0 lz \ \ 10' DRAINAGE ESYT. REC. N0. 6240706 \110' p° • — 1 231.57 I �lr N12'32'02"E 38.84' z 0 N a9 > A • 7 y'.f0 7 7�� f4�' � 63 (N�>B)yS, y�4R�/C♦67rgP•1�yBSgs.7G(' 3y,?ry'�6;E�S / TO4'i8t'S‘i:<b sr\` ? 3 �O �A 2 20' NORESS / EGRESS ESMT. REC N0. 7701050685 40' DRAINAGE ESMT. REC. N0. 6233536 n fro 0�2 S87'42'17"E 831.31' RADIUS = 429.783" LENGTH = 260.50' TOTAL CURVE DELTA = 57'47'52' l RADIUS = 429.78' ) LENGTH = 433.54' Os. N85'40'03'W z 7.11N95 K. . e o SAT-1 •74% NOT A PART 10 I22 z GRAPHIC SCALE so 100 200 CENTURY LINK ESMT. A.F.N. 20141002000499 P.S.E. VAULT ESMT. A.F.N. 20130823001354 i sip? A'� '� `4\J \ ♦ `\ \\ \ ,y \ *eP `4s��\--IS' FRONT YARD \ SS ♦♦` A,i,-,. ♦ -\` SETBACK > \\ ♦ \ \ 0J� ss7 ♦ `,,, P/�� ssi�2_. \ DELTA = 68'58'32' �0• 1)'\W `y7;ry, —k 'RAOIU9 = 540.00' s >,T�' f ♦�1 LENGTH \ 50.08'\ `S"2,!09 • F ♦ 5 N` -` \� ♦c \ \ O7.>• rc. \ 4 A \ \ •\— — — 7 ; , _ r 1 ' =E- ry \• \ \ \-- — / / .Sd 7379f" 6 \ FDT-11 , °'b' ;r 229.11' N 87'4217' w NOT A PART "",,,`=`"^;,"",,;"�„a' DENOTES CENTURYLINK ESMT. REC. 740. 20141002000498 DENOTES COMCAST ESMT. REC. 740. 20141121001572 0 DENOTES BRASS MON. IN CASE UNLESS OTHERIMSE NOTED f DELTA = 7910'43" RADIUS = 480.00' LENGTH = 663.33' N 87'48'40' W SEE SHEET 6 OF 23 .00 ( IN FEET ) 1 inch = 100 ft. 1 \ 11 25' GAS ESMT. •♦ A.F.N. 20140814000227 s ♦�' 1 `iS♦6'7 f PJ• • N 87'48'41" W 274.20' DELTA = 101217' RADIUS = 540.00' LENGTH = 96.16' 10 NOT A PART S3� f ".4r8r5913 t3SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL • INDUSTRIAL • AGRICULTURAL • NATURAL RESOURCES P.O. 80X 88028 • TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C" • TUKWILA, WA. 08188-4798 T 206 575-2000 ' F 206 575-1837 WWW.SEGALEPROPERTIES.COM RECEIVED SEP 12 2018 Community Development City of Tukwila Department of Community DwNopment 13300 Southcenter Boulevard, Tukwila, WA 08188 Tnbphone (206) 431.3870 FAX (205) 4314685 EtnaB: tukplenetukw8a.we,ue CITY OF TUKWILA FILE NO. L17.0068 NOT A PART z 551.49/ N82'54' a9"E. 2 436 12/04/17 r" - 253.301 • • I SAT-2 .4 /761 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. —0, : IK icsrmeury / /// 15' FRONT YARD CENTURY LINK ESAIT. Jo 5P F.:i 1._ vsl ‘,1 P.S.E. VAULT ESMT. NOT A PART RD-1 • /49 FDT-1 FDT-12 LENGTH 23.28' 100 15' STORM DRAIN ESMT. AIR. 20141121001570 / / • 0 DENOTES BRASS MON. IN CASE UNLESS OTHERWISE NOTED STORM POND EBB 9771, LENGTH 33.66' REC. NO 20120511000340 / • REC. NO. 20120,511000340 Fe\, GRAPHIC SCALE 100 FDT-2 WATERLINE ESTAT. REC. NO. noonsooins REC. NO. 20151201001414 • • • • SEE SHEET 7 OF 23 Its VOLUME PAGE SHEET 6 OF 23 EXISTING PUBLIC ROAD se cc a. to 44) F-25' AVE UTILITY ESMT. REC. NO. 20120511000340 t'• 9/4 • REC. NO. 20141002000498 DENOTES COMCAST ESMT. SEGALE PROPERTIES COMMERCIAL • INDUSTRIAL • AGRICULTURAL • NATURAL RESOURCES RECEIVED SEP 12 2018 Community Development ILA k„ City of Tukwila Department of Community Dmloprtant 6900 Southaehr Boulevard, Tukwila, WA WWIW I Telephone (206) 4314670 FAX (206) 4314665 E-mail: tukplenithatwih.wa.us CITY OF TUKWILA FILE NO. L17-006$ ti �O n qq; 2J, }'Sw z q2f r,' 95 ,511 , J ' L____ ;TORN WATER AN0 SLNt5 ESMT. 00. 20100524000272 4,0 f' ? 2p 4b34p it? ik 2057°°°3Y0 S 807T29' 31.56' S 09'49'47.. 3.36. 43' OEL 0A / 1041.50 RAO/U5 _ 1•T 4B 05' / ' 25089• / "ryp� s 7 �7332• al y`00 �1S .., 11,4",51 O7 DELTA = 51'54'25" RADIUS = 59.50' LENGTH = 62.96' © DELTA = 07'05'04" RADIUS = 367.00' LENGTH = 45.38' 0 DELTA = 84'52'18" RADIUS = 54.00' LENGTH = 79.99' 1 O10 DELTAI = 09'23'58" r RADIUS = 75.50' LENGTH = 12.37' 1 T 1 1 r / _ \ p;SS2,� ;10c s.k ESN 68�5 57 S 8073'04 45 12/04/17 15Y /M •`"°ti 1' a ,r/ / g3 OFI TA = 1215'57' -7 1 TUKWILA SOUTH - PHASE 1 BEINO PORTIONS OF SECTIONS 26 AND 311, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. I SEE SHEET 6 OF 231 _, �' t ' / \lb ' •L' /., REC. N0. 20151201001414 / her \ MITT ESL1L9 qe• %. sy. • \ ® • II // ',4--irtO REC. N0. 20120511000340 `\ `'°B, • 41. ,\ •� /DELTA = 2478'32' bgJ3.\ ,/, \ / RAMS = 958.50' 9p��\ •• / LENGTH = 409.45 �\ SANITARY SEWER ESMT. FDT-3 // // // // // s27�9� JJS 7S, NOT A PART 1 DELTA = 27'41'59" RADIUS = 29.50' LENGTH = 14.26' 2 DELTA = 1218'43" RADIUS = 49.50' LENGTH = 10.64' ODELTA = 19'57'24' RADIUS = 260.00' LENGTH = 90.56' O.DELTA = 1213'57" RADIOS = 300.00' LENGTH = 64.05' ODELTA = 44'44'57" RADIUS = 75.50' LENGTH = 58.97' DELTA = 36'32'09" RADIUS = 49.50' LENGTH = 31.56' NOT A PART •s BEGINNING OF 18' TRAIL ESMT. A.F.N. 20150716000578 SEE SHEET 10 OF 23 ,,-',ArI.1 • • DELTA = 11'S0'222y\ RADIUS = 650.00' •• LENGTH = 134.31' 0 DENOTES BRASS MON. IN CASE UNLESS OTHER117SE NOTED WATERUNE ESMT. REC. N0. 7412200359 whirr nut REC. NO 20120511000340 DELTA = 10'42'34" cJy fA: Iy RADIUS = 650.00' , 2 R� LENGTH = 121.49' / 680759• • O�T • VOLUME PAGE SHEET 7 OF 23 • �1 60. � c ` R/v Ro nU / • / tea?'/o h •h LOT r • • DELTA = 01'24'20" t / RADIUS = 39000' LENGTH = 9.5Y LEVEE ESMT. A.F.N. 6027013 _"' • A.F N. 6027015 A F.N. 9404060591 / Y7T�IZ7J—�j1I1`1`Z J12 1 U! SOUTH END OF 14' FOOT TRAIL ESMT. REC. 60. 20150716000578 0.H.W. UNE EL. 14' 4/- NORTH END OF RIVER PROTECTION ESMT. A.F.N. 511327.9 (UNKNOWN WIDTH) DELTA = 2910'21" • RADNs = 300.00' 4- LENGTH = 152.75' GRAPHIC SCALE 50 ,00 200 400 ( IN FEET ) 1 inch = 100 ft. DENOTES CENTURYLINK ESMT. REC. NO. 20141002000498 DENOTES COMCAST ESMT. REC, 100. 20141121001572 14' TRAIL ESMT. 4.1 N. 20150716000578 SEE SHEET 11 OF 23 RIVER PROTECTION E PER REC. N0. 20150 SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL • INDUSTRIAL' AGRICULTURAL • NATURAL RESOURCES P.O. BOX 88028 • TUKWILA, WA. 98138.2028 5811 SEGALE PARK DRIVE V TLKWILA, WA. 98188-4798 7 206 575-2000 • F 206 575-1837 WWW.SEGALEPROPERTIES.COM RECEIVED SEP 12 2018 Community Development City of Tukwila D..Ldnmt o1 Community Development 6300 Soulhantr Boulevard, T16Lw11w, WA 08188 Telephone (208) 4314670 FAX (208) 431.3665 E•mall: tukp1inaulatiiawau$ CITY OF TUKWILA FILE NO. L17-0068 UTILITY ESMT. REC. N0. 9511220918 WATER LINE ESMT. REC. NOS. 8001080482 AND 8002080467 DELTA - 2349'45' _RADIUS • 315.00' 12/04/T7 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. g,''..^13 100.70' \I N89'59'48"w z .... ,a,1 8 •J 142.14'• S 89'59'48' E .• w""u�w""`u�„",1 DENOTES CENTURYLINK ESMT. REC. 740. 20141002000498 DENOTES COMCAST ESMT. REC. 740. 20141121001572 829.7=. HELD RECORD OF SURVEY REC. 60. 20090825900006 46;69' I SEE SHEET 9 OF 231 100 • SAT-2 ,,o COMCAST FACILITIES ESMT. A.F.N. k0130715001435 GRAPHIC SCALE o so 100 P• aati yh .;6"v S) %/S VOLUME PAGE SHEET 8 OF 23 I SEE SHEET 6 OF 23 /J 4�o1/! R�<!4 / CE' U9 !z7 /45 1Ii' e p Rus . 73'48.08• I LENGTH 1Oh.50' ?SO89' / a 1 O7 DELTA = 5154'25" RADIUS = 69.50' LENGTH = 62.96' DELTA I = 07'05'01' RADIUS = 367.00' LENGTH = 45.38' Og DELTA = 81'52'18" RADIUS = 54.00' LENGTH = 79.99' Ot0 DELTAI = 09'23'58" RADIUS = 75.50' i LENGTH = 12.37' 1 I 1 I 1 NIOb1'\ ( 5` c 7D-Do, �V E.4! •-• 6g55p9 S 1'5294 I75 • 6 II ♦ II 11 11 NIT$ P1Q .1 1I II 11 11 II lk61 1501n I I 1 r-, 1, —- ——J' L--- 0? 30 STORM WATER AND SEWER E541 I 1.. bi REC. 80. 20100521000271 iI 0ry /Y at RFG - 704*� //tty,.0 S 8013'19' E 37.56' S °'49'47' W 3.36' ' 0 DENOTES BRASS MON.IN CASE UNLESS OTHERWISE NOTED 200 400 ( IN FEET ) 1 inch = 100 ft. L I ? -day' 1• 4 / 157 tih ,,/ h!s' /DELTA = 247872' / RADOS = 958.50' / LENGTH • 109.15' SANITARY SEWER EAR. UTILITY ESMT. REC. 90. 20120511000340 FDT-3 NOT A PART ( DELTA • 27'11'59" RADIUS • 29.50' LENGTH - 14.26' 2 DELTA = 1218'43" RADIUS = 49.50' LENGTH • 10.64' ODELTA • 1957'24" RADIUS - 260.00' LENGTH - 90.56' ODELTA = 12'13'57" RADIUS = 300.00' LENGTH = 64.05' ODELTA = 44'44'57" RADIUS = 75.50' LENGTH = 58.97' ( DELTA • 35'32'09" RADIUS • 49.50' LENGTH = 31.56' NOT A PART W /A ` .L9! . \ yzs.F gig. 2 — / o. \ � m°F r�J \„ 14._70 SEE SHEET 10 OF 23 1111 SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL " INDUSTRIAL " AGRICULTURAL " NATURAL RESOURCES P.O. BOX 88028 • TI1WILA, WA. 98136-2028 5811 SEGALE PARK DRIVE 'C' • TLKW'LA, WA. 98188-4798 T 206 575-2000 • P 206 575-1837 WWW.SEGALEPROPERTIES.COM RECEW ED Se 12 2018 Gommunit`I Development City of Tukwila Department of Communay Development COO Southunter Boulevard, Tukwila, WA 88188 Telephone (206) 431a670 FAX (206) 431.3665 Erttafl: tukplan(1tufnrfla.wa.ue CITY OF TUKWILA FILE NO. L17-0068 I"`w;m ,T,', "wi` DENOTES CENTURYLINK ESMT. REC. 900. 20141002000498 DENOTES COMCAST ESMT. REC. NO. 20141121001572 Lw LINE STA. 2432+45.97 12/04/17 100 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, itANOE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. UTILITY ESMT. REC. NO. 9511220918 WATER LINE ESMT. REC. NOS. 8001080482 AND 8002080467 ol REC. NO. 7903280554 1, I \ hir/' A.F.N. 201501080006'24 87'4 151 DT-13 SAT-3 GRAPHIC SCALE 100 200 30.51' 400 SAT-3 STORM DRAINAGE ESMT. REC. NO. 5706242 64, / A. • VOLUME PAGE SHEET 9 OF 23 0 DENOTES BRASS MON. IN CASE UNLESS OTHERWISE NOTED SEE SHEET 8 OF 23 HELD RECORD OF SURVEY REC. NO. 20090825900006 467.61 • 20' WATER LINE ESN REC. NO. 55730 LOT 2 sookt UTILITY ESAU-. REC. NO. 20120511000340 oo 4/ 2000' UPUTY ESMT. REC. NO. 20120511000N0 30.78' 35.50 • 01 11 to WADY ESMT. KC NO. 20120511000.140 20' STORM DRAINAGE E REC. NO. 5706242 FDT-7 SEE NOTE / 9 SEE SHEET 12 OF 23 100.1 STORM °RAMAGE ES REC. NO. 5706242 REC. NO ' A LIMITED LIABILITY COMPANY SEOALE PROPERTIES COMMERCIAL* INDUSTRIAL • AGRICULTURAL • NATURAL RESOURCES P.O. BOX 88028 • TUKWILA, WA. 98158-2028 RECLEIVED SEP 12 2018 Community Development 2 2 z 8 / /i UTILITY EMIT. REC. NO 20120511000340 829.71� .p 468.69' 8 (j)p 00—Ll7 City of Tukwila Department of Community Development 8300 8outhcenfer Boulevard, Tukwila, WA 88188 Telephone (206) 4314670 FAX (206) 4314665 Ernall: tukplanrii!tukw8e.Wa.us CITY OF TUKWILA FILE NO. L17 0068 SEE SHEET 8 OF 23 rl HELD RECORD Of SURVEY IIl REC. NO. 20090825900006'�--y j--t0' 587,_56'381` IR 100.00��� 1400 20' WATER UNE BHT. REC. N0. 5573073 :: y •5eyc�.p. LOT 2 DELTA m 0211'48' RADIUS = 817.15' LENGTH = 31.33' UT7LI TY EWE. REC. 90. 20120511000340 DELTA = 04'20'28" RADIUS = 245650' LENGTH = 186.27' 700 UTILITY ESNT REC. 410. 10120511000340 e /73 4\ / '0 / 4 / 10' 30.78 ''43"W 30.78 35.50 35.50 40' X 40' ACCESS ESNT. SEE NOTE / 7 4'38'46"E .50' TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. j101, a AL S6° }59 v Jt _" DecrA 75•/ UTILITY BHT / REC. No. 2012051100040 AN's• //eeft 20 20.00' 20' STORK DRAINAGE Mt REC. NO. 5706242 FDT-7 SEE NOTE 9 / ./ 1 / STORM DRAINAGE ESMT. REC. NO. 5706242 REC. NO. 5706242 41.5 50.46 S 8073'04` 1115 41.5 07 col "5'/ tioxho bq Y�o, T. DELTA 0318'01" SEE SHEET 12 OF 23 100 UGLITY EMIT REC. .NO. 20120511000340 u; SEE SHEET 7 OF 23 BEGINNING OF A.F.N. 20150716000578 A.F.N. 20150716000578 REC. NO. 20141002000498 REC. NO. 20141121001572 FDT-7 SEE NOTE 9 VOLUME PAGE SHEET 10 OF 23 rNORTH ENQ OF RIVER PROTECTION ESMT. (UNKNOWN VADTH) A.F.N. 5113279 DELTA 10'36'49' RADIUS 800.00' RIVER PROTECTION ESTAT. REC. NO. 20150616000300 18' TRAIL EMIT. RIVER PROTECTION EMAT. A.F.N. 20150616000300 SHOREUNE SETBACK LINE 8 ,-1,-,-"Z_ZI__ -____Z___=.27.7. c040- GRAPHIC SCALE So ,o0 200 100 ( IN FEET DENOTES BRASS MON. iN CASE UNLESS OTNERMSE NOTED GREEN RIVER COMMERCIAL • INDUSTRIAL AGRICULTLIRAL • NATURAL RESOURCES P.O. BOX 88028 ' TUKWILA, WA. 98138-2028 spilt A, a1i • / E City of Tukwila Department of Community Development 6300 8outhcSnter Boulevard, Tukwila, WA 06188 Telephone (206) 431.1670 FAX (206) 4314865 E.ms8: tukpianQtukwila.wa.ue CITY OF TUKWILA FILE NO. L17-0068 BEGINNING OF 18' TRAIL ESMT. A.F.N. 201507160005 78 18' TRAIL ESMT. A.F.N. 20150716000578 0' LEVEE ESMT. EC. 140.'5 6182821 AND 9108210299 '^ n TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. NORTH END OF RIVER PROTECTION ESMT. A.F.N. 5113279 (UNKNOWN WIDTH) DELTA = 29'10'21` 4 ,/RADIUS = 300.00' LENGTH = 152.75' • `Cl�\i JB•" � N �� DELTA_ = 10'36'49- RADIUS = 800.00' LENGTH = 148.19' 0AFFN !05,4 ...., RIVER PROTECTION ESMT. REC. 140. 20150616000300 18' TRAIL ESMT. A.F.N. 20150716000578 RIVER PROTECTION ESMT A.P.N. 20150616000309 SHORELINE SETBACK LINE N FDT-7 SEE NOTE A 9 35 2 N•'V DELTA 28'10'44" ` RADIUS = 400;00' LENGTH = 196.73' •• 044. WESTERLY EDGE OF A 10' ACCESS ESMT. A.F.N. 20150616000300 DELTA = 16'46'15" RADIUS = 500.00' LENGTH = 146.35' 30' LEVEE ESMT. REC. NO.'S 6182821 AND 9108210299 DELTA = 7554'03" RADIUS = 400.00' LENGTH =529.39' - • .0•"' S 8758'20 7.E .. s• .. — ..."".... 1210447 GREEN RIVER 100 GRAPHIC SCALE 50 100 200 400 ( 1N FEET ) 1 inch . 100 ft. 0 DENOTES BRASS MON. IN CASE UNLESS OTHERWISE NOTED L./7-Do6/ DELTA = 42'56'0J' RADIUS = 400.00` LENGTH = 299.74' I I VOLUME PAGE SHEET 11 OF 23 Qi ev RIVER SOUTH END OF RIVER PROTECTION ESMT. A.F.N. 5113279 (UNKNOWN WIDTH) 111 SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL " INDUSTRIAL • AGRICULTURAL • NATURAL RESOURCES P.O. BOX 88028 • TURWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C' • TUKWILA, WA. 98188-479B T 206 575-2000 • F 206 575-1837 WWW. SEGALEPROPERTIES. COM RECEIVED SEP 12 2018 Community Development Cfly of Tukwila Department of community Davtlopnwnt 8300 Southeanler Boulevard, Tukwila, WA 93188 Tabphom (206) 4314510 FAX (206) 4314645 East pdcptanQhdnMle.wLua CITY OF TUKWILA FILE NO. 17-0068 4 N 77•19• E9I,79 -.r Riy1 :E. W -A r / 248.50' S. r ..U. r r P.S.E. ESLIT. _ rp• `,1 r A.E.N. 20150108000624 \\'PFC84 \\•?'4F N \o\i??fir hry 622 ' " b yNy \ \ \r' N. \y TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. SEE SHEET 9 OF 23 11. \\ \ f 5 351 \ \ \ \�c w \ \ : HONA ' \ \ r ��.Qrt \ q, b`•4' / R•..11.,\O / '1 9 4 yh�` / Q' /p� 4 / „L, / /4" /'. %/ \ \ \ \ \ ` \ \ \ , \ SAT-3 4' DELTA = 00'26'27 RADIUS = 2041.50' LENGTH = 15.711 DELTA = 02'45'41' r RADIUS = 2041.50' LENGTH = 98.39'). A 4454;c� • 110• ° +.�p�1'L r5 0 rf4 1 = 05'48'56- 1S 44 2053.50' TH = 208.43' AL 12/04/17 / a ". URUTY ,93 REC. NO. 20120511000340 LENGTH 4. 109.67' SEE NOTE 17 URUTY ENT REC. NO. 20120511000340 LEVEE ESMT. REC. NO. 9109051216 POKRUNE 51 FDT-4 A.F.N. 20130312000589 A.F.N. 20150616000300 FDT-4 REC. NO. 20141002000498 REC. NO. 20141121001572 SEE SHEET 15 OF 23 100 Sir SEE NOTE 1 4 GRAPHIC SCALE UllUTY EWE. REC. NO 10110511000340 30.78' 35.50 35.50' 400 SEE NOTE 7 .04 910905117 REC. NO. 5706242 FDT-7 SEE NOTE 9 VOLUME PAGE SHEET /2 OF 23 ISEE SHEET 10 OF 23 REC. NO. 20/50616000300 J; RIVER PROTECHON EWE. REC. NO. 20150716000578 • 84 1223'52- OP N SPACE TRACT 2 DENOTES BRASS MON. IN CASE UNLESS OTHERWISE NOTED ISEE SHEET 16 OF 23 Li? —006r goA LIMITED LIABILITY COMPANY COMMERCIAL • INDUSTRIAL • AGRICULTURAL • NATURAL RESOURCES P.O. BOX 88028 • TUKWILA. WA. 98158-2028 LA 11111/ City of Tukwila Department of Community Development � jr6 OSOO 8outhcentM OMBoulevard, Tukwila, WA 0 Telephone (206) 4314570 FAX RN) 431466a r Eaeall: tukplaneukwlle,wa.us CITY OF TUKWILA FILE NO. 17-0088 DELTA = 10'55'12- RADIUS = 1432.40n LENGTH = 273.00' / / / // / i 5 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 28 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. N,Dx /O oc / ' �' O i , 4. / �tIV)` / /// � .,4 ` '00,. Y7f74/ ti / ••''qc..,;,s.piO / ,2/ e / /� xS/ ,/ / ' ♦ / %, �%y.i 3` 9, Xs> 12' —�. /4, \,♦ '00A,,,, xS0 DELTA . 10'55'12" RADIUS = 1,390.40' • ' LENGTH = 265,00' /// ♦; 0 DENOTES BRASS MON. IN CASE UNLESS OTHERWISE NOTED ti A�/ /'o't'sf / sT9 ?Bx/2] / Ii xS D / FDT-8 DENOTES CENTURYLINK ESMT. REC. NO. 20141002000498 DENOTES COMCAST ESMT. REC. NO. 20141121001572 DELTA = 5813802" RADIUS = 150.00' LENGTH = 152.19' SEE SHEET 14 OF 23 325.39346.55, ,-_ S 802i?4" a 20' UTILITY ES1AT. GRAPHIC SCALE 100 0 50 100 200 400 ( 1N FEET ) 1 Inch = 100 ft. 15285, 5=42i t T7 co 1 N3878'23"E 12.76' VOLUME PAGE SHEET 13 OF 23 SEE SHEET 9 OF 23 248.5° 7'35 29" E N \ \ NO�'Pb \\ 2NF \\ y S5 11 9,6 9579 I N I l w SAT-3 s / rf I NI / u �1 `ml DELTA = 00'26'27" ''b `6 RADIUS = 2041.50' cA,, sb'?b LENGTH = 15.71' r / 5 DELTA = 02'45'41" 1 RADIUS = 2041.50' LENGTH = 98.39' 0,• I'h ^'4',<0) �S /• L_ �• i/, • DELTA = 05'48'56" RADIUS - 2053.50' C¢ LENGTH = 208. 43' U0IL11Y ESN/. REC. NO. 20120511000340 DELTA = 06T16'58" RADIUS = 2041.50' \ L LENGTH = 217.92' �fJ. SEE SHEET 15 OF 23 2.17-410 DELTA = 15'36'02' RAINS = 1958.50' LENGTH = 533.26' 1 �•l U1WTY ES41. REC. 60. 20120511000340 I1> P.S.E. ESMT. A.F.N. 2015C / '57 / S632 13.00 20' INGRESS / 1 R L. 567' 21.5 66'x4 SEE N0 S70'52'20"E (R) 34.50 UTILITY ESNT. 600. 80. 20120511000340 'glliSEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL " INDUSTRIAL • AGRICULTURAL ' NATURAL RESOURCES P.O. BOX 88028 • TUKWILA, WA. 98138.2028 5811 SEGALE PARK DRIVE 'C" • TLKW1LA, WA. 9818E-4798 T 206 575-2000 • F 206 575-1837 WWW. SEGALEPROPE RT I ES. C0M RECEIVED SEP 12 2018 Community Development City of Tukwila Department of Community Development, 6300 Southcsntsr Boulevard, Tukwila, WA 96168 Telephone (206) 4314670 FAX (206) 4344665 Ea ll: tukpl.natukwIIa.wa,us CITY OF TUKWILA FILE NO. L17-0068 / / / / / / / GoDs TOTAL CURVE DELTA = 35'39'23" RADIUS = 1187.92' LENGTH = 739.27' / • 8 z" i / 62' TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. /// -\ 10' POWER LIRE ESMT / REC. N0. 19991213000323 r i // DELTA 2955'28" / (q l-RADIUS = 1013.00' LENGTH = 529.95' 26.47' CALL i 7= DELTA = 89'12'47' RADIUS = 60.00' 20 LENGTH = 93.42' 1 '- .- 15' FRONT YARD SETBACK SEE SHEET 13 OF 23 FDT-8 32.09� /♦•�/ / DELTA = 78'56'22" RADIUS = 2356.458' LENGTH = 353.52' •/s% 4/ /42'/ (' Ir 29.91' 40' X 40' ACCESS ESMT. SEE NOTE / 7 O♦ / ate/ DELTA = 7226'45" RADUS = 7787.92' O / LENGTH = 258.04' Ps. DELTA = 16'04'20" S 75'4 94.05' 4 3g" E FDT-9 oh75 S 79,44579 •50" E 40' X 40' ACCESS ESMT. SEE NOTE / 7 20' URLINY ESMT. 1 ! S 89'53'50" W - (7024.1• 5' KENT R.O.S. 20060607900015) 1022.91' CALC. S 89'53'50° W 2649.02' __-259.__� J IS' FRONT YARD SEr8A fi 20' UTILITY ESMT. 3 SEE SHEET 19 OF 23 700 /. cy, �'iPla:^,55 W 00 77A6 S 07'51'56" E / 53.05' by .a 2 GRAPHIC SCALE 50 700 200 325.J9 DELTA = 58'08'02" RADIUS = 150.00' LENGTH = 152.19' S 346.55' 602124. 2,N 2' 1 I I I'I I'i II III I 3 I`I W M � 7 ' M N 2 I ^ 21I 40' X 40' ACCESS ESMT. / SEE NOTE / 7 (' ( f/ 77.54' ((20'( I-T �...T - r S. 200TH ST. EXISTING PUBLIC RIGHT-OF-WAY -.- 717.67' 616 7' 280.34'+▪ y 20' UTILITY ESMT.. N00'25'16"W 1.71' M DELTA = 75'34'28" RADIUS = 92.50' LENGTH = 122.01' 89' 55'58" Ss'j SAT-5 VOLUME PAGE SHEET 14 OF 23 FDT-6 NATIVE GROWTH PROTECTION ESMT A.F.N. 20130104000276 ARMY CORPS OF ENGINEERS COVENANT A.F.N. 20710603000425 0 DENOTES BRASS MON. IN CASE UNLESS OTHERMSE NOTED 40o n1 In M In ( IN FEET ) I inch - 100 ft. 8 II; 40' X 40'' ACCESS ESMT SEE NOTE / 7 0` DELTA = 03'48'58° RADIUS = 7042.00' LENGTH = 469.02' STORM DRAINAGE FACILITY ESMT ' A.F.N. 20140530000825 115' FRONT YARD SETBACK SEE SHEET 15 OF 23 CALL - • •R=704270 v. L=557.88' v` .R=7000 00 =8.28'' N 89'53'50" E .. 556.88' -� C15' FROM YARD SETBACK JOHNSON CREEK FEMA 100 YR. FLOOD ZONE SEE NOTE # 6 L / 7 -006, SEE SHEET 18 OF 23 SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL INDUSTRIAL * AGRICULTURAL • NATURAL RESOURCES P.O. BOX 88028 • TUKWILA. WA. 98138-2028 5811 SEGALE PARK DRIVE "C" • TUKWILA, WA. 98188-4798 T 206 575-2000 • F 206 575-1837 WWW.SEGALEPROPERTIES.COM RECEIV E° SEP 12 MB GommunitY Development (SEE SHEET 14 OF 23 City of Tukwila Departmentof Communky Development 6300 Southoenter Boulevard, Tukwila, WA 08186 Telephone (206) 4314670 FAX (206) 491.3005 E mall: tukplantttttukwla.wa.ue CITY OF TUKWILA FILE NO. L17-0068 1 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. SEE SHEET 13 OF 23 /DELTA = 5808'02' RADIUS = 150.00' LENGTH = 152.19' 2 (1024.15' KENT R.0.S. 20060607900015) S. A00� ST. 1022.81' CALC. L EXISTING PUBLIC RIGHT-OF-WAY ) _ ,V. 'I I,I I.I ,710.1 I I I I 1 1'I 1 ; 1 1'I 3 I`1 n$ W1 8 g N . i / S 40'EE XNDIE 40' AC/CE 7SS1 I E0M1 T. 616.97' 280.34R 20' UTILITY ESMT1 NOG25'16"W 7.11' DELTA = 75'34'28" RADIUS = 92.50' LENGTH = 122.01' S89' '58"E `0$> 106.59' ,tg�0if --- 111,67' 1 —r / SAT-5 NATIVE GROWTH PROTECTION ESMT. A.F.N. 20130104000276 ARMY CORPS OF ENGINEERS COVENANT A.F.N. 20110603000425 / 12/04/17 1'T �I 40' K 40' ACCESS ESMT. SEE NOTE # 7 0_:770,i00�. FDT-6 tn 11 v DELTA. = 03'48'58' RADUS = 7042.00' LENGTH = 469.02' 3.;121,..43:07. "`•••!.. U113TY ESMT. REC 90. 20120511000340 DELTA = 06.06'58' RAMIS = 2041.50' LENGTH = 217.92' 20' N10E UTILITY ESMT. IS' FR1 JARD —"•IIS SNACK UTILITY ESMT. REC. 80. 20120511000340—i. 15 DELTA - 1536'02' RAM = 195650' LENGTH = 533.26' VOLUME PAGE SHEET 13 OF 23 SEE SHEET 12 OF 23 UTILITY ESMT. REC. 80. 2012051/000340 51 it f ,I 115 STORM DRAINAGE FACILITY ESMT.' A F.N. 20140530000825 ' 54002.02'W 2554. [15' FRONT YARD SETBACK 2,5771' 4Lc 24 gp' gEC•W • •R=7042.0o L=557.88' R.7000.00 N MIMMIIMM.NB`+�0. �i _ —. 1115' FRONT YARD SETBACK i 588,28' . N 89'53'50' E JOHNSON CREEK FEMA 100 YR. FLOOD ZONE SEE NOTE / 6 SEE SHEET 18 OF 23 GRAPHIC SCALE DELTA = 02'55'50" RADIUS = 6958.00' LENGTH - 355.88' 5'1 FRENT YARD SE1BAOK L'1ILITY ESMT EC. 740. 20120511000340 UTILITY ESMT. REC. 440. 20120511009340 525'4a'3VE 21.56 5681123 -C 21.°1 REC. A 27.60. CL .• .1.. L =226.25' R=7000.00 '177214 Y'G SEE SHEET 16 OF 23 WESTERLY EDGE OF A 10' ACCESS ESMT. A.F.N. 20150616000300 FDT-4 E,w"w;"wi' DENOTES CENTURYLINK ESMT. REC. 40. 20141002000498 DENOTES COMCAST ESMT. REC. 40. 20141121001572 10 DELTA = 0111'42' 25' STORM DRAINAGE FACILITY ESMT. RADIUS = 7042.00' A.F.N. 20140530000825 LENGTH = 146.88' _ IS"FRONT YARD SE 18ACK 5 8311'05' 14.0 505.88 83'41'05" 65526' r_ _ UTILITY ESMT. REC. 60. 20120511000340 5 792 ' +£ FDT-5 SEE NOTE 0 6 SEE NOTE / 10 JOHNSON CREEK FEMA 100YR. FLOOD ZONE SEE NOTE / 6 0 DENOTES BRASS MON. IN CASE UNLESS OTHERWISE NOTED 100 0 50 100 200 100 ( IN FEET 1 inch = 100 ft. Ll7-ao f .'SEGALE PROPERTIES '• A LIMITED LIABILITY COMPANY COMMERCIAL • INDUSTRIAL • AGRICULTURAL • NATURAL RESOURCES P.O. BOX 88028 • TIJIWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C' • TIIKWILA, WA. 981884798 T 206 575-2000 • F 206 575-1631 WNIW.SEGALEPROPERTIES.COM RECEIVED SEP 12 2018 Community Development a W City of Tukwila Department of Community Development 0300 Southcenler Boulevard, Tuba; WA 98188 Telephone (206) 431.3670 FAX (206) 4314865 Emall: tukplangukwIla.wa.us CITY OF TUKWILA FILE NO. L17-0068 WESTERLY EDGE OF A 10' ACCESS ESMT A.F N. 20150616000300 FDT-4 DELTA = 01'11'42" 25' STORM DRAINAGE FAOUTY ESMT. RADIUS = 7042.00' 6.16.0. 20140530000625 LENGTH = 146.88' - j MI5-FR0V1 YARD SET9ACA' 83'•1'OS' E r.... ... - . 49I.85' 14.04' 1 �...�JT1 •5•f—__ 5,3.88, �� " S 83'4I'05• E �41''05" E 655.26' .2$$Q. . 92.f _ 3 9,` "...A.( 15' iRoN, YARD SE76ACX� „,S♦ 7 J TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. SEE SHEET 12 OF 23 DELTA = 3110'24' RADIUS = 250.00' • LENGTH = 136.02' DELTA = 20'52'12" RADIUS = 106.50' LENGTH = 38.79" DELTA = 114'04'58" RADIUS = 170.00" LENGTH = 338.49' RIVER PROTECTION ESMT. REC. N0. 6182821 RELOCATED 0.H.WM. SUMMER OF 2014. ( ACTUAL 0.H.WM. IS AT ELEV. 14' +/- DATA SHOWN FOR MATHEMATICAL CLOSURE PURPOSES ONLY. ) RIVER PROTECTION ESMT. REC. 60. 20150616000300 RADIUS = 75.0005e \ LENGTH = 68.79' ♦ p OIL/ \ 0,�j3'✓ Ss 7 19.69' E 4r EL.=„' „55 �SZJ. \D LTA = 08'05'52' \ RANUS = 872.50' '1 \LENOTH = 123.31' 0� \ \ ' S• FDT-5 SEE NOTE # 6 SEE NOTE # 10 SEE SHEET 17 OF 23 100 S 89'48'04" E 200TH ST. .N B1�CTB' E S 78'40.25' L=346.0,55)9 Tan=175.2433 0 ,�i A R1• 920.00 10 DELTA = 06'13'32" RADIUS = 616.96' `Jj LENGTH = 67.04' = j1� — — N7578 26 11 11 DELTA = 26'48'03 RADIUS = 625.00' LENGTH = 292.35' RIVER PROTECTION ESMT. REC, 00. 20150616000300 1 517600,4 !� 2W/a, i 7 S 01'3633" E 12.71' DELTA = 1759'37" RADIUS = 438.50' LENGTH = i37.71' 5 1673'04' W DELTA = 19'54'28" RADIUS = 182.00' LENGTH = 63.24' SEE NOTE /' 4 WESTERLY EDGE OF A 10' ACCESS ESMT. A.F.N. 2015,96, 6000300 GRAPHIC SCALE 0 50 100 200 32. 400 ( IN FEET ) 1 inch = 100 ft. • • 4 DELTA 0716'16" RADIUS 750.00' 7-LENGTH 95.18' FL00DWAY ESMT. AF.N. 9705231407 cc 1 cc cc Z i W VOLUME PAGE SHEET 16 OF 23 1 OPEN SPACE TRACT 1 • TOTAL CURVE DELTA = 4457'51" RADIUS = 750.00' • LENGTH = 588.58' 18' TRAIL ESMT. REC. 90. 20150716000578 0 DENOTES BRASS MON. IN CASE UNLESS OTHERWISE NOTED �SEGALE PROPERTIES • A LIMITED LIABILITY COMPANY COMMERCIAL * INDUSTRIAL " AGRICULTURAL • NATURAL RESOURCES P.O. 80X 88028 • TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C" • RAW LA, WA. 9818B-4798 T 206 575-2000 • F 206 575-1857 WWW.SEGALEPROPERTIES.COM lee SEP 12 201" CommUn1 t Develop LA, f City of Tukwila Department of Community Development 6300 8outhc nt r Boulevard, Tukwila, WA a8168 Telephone (206) 431-3670 FAX (206) 4313065 E4nall: tukptanatukw9a.wa.ua CITY OF TUKWILA FILE NO. L17-0066 DELTA . 01'11'42" �'- RADIUS = 7042.00' LENGTH = 146.88' 25' STORM DRAINAGE FACILITY ESMT. A.F.N. 20140530000825 `. L-15' FRONT YARD ZENO( S 83'41'05' E 14.04'� 505.8 �-_ S 83''41'05' E 83'41'05" 655.26' 000340 S 7g7_44j'f 266.33' 460.59' S 88'18'13„ E S 89'22'02' E RD-2 STORM DRAINAGE FACILITY ESMT. REC. 90. 20140530000825 • ..s� 1055.5s._..._.._..__.._.. / 55.57' KING CO. DRAINAGE DIST. * 2 / N 89'19'5 6' W / / S. 204TH ST. 832.69' 42.36' TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. DELTA = 1141/4'58' RADIUS = 170.00'� LENGTH = 338.49' ra2ru4;n:1 N 0213'35' E SAT-4 20.21 S 8616'33'E \DIIUS = 75 o0 os' RA �7 \ \ s \ A S2969T--E 41:1 • D LTA = 0805'52' RA81US = 872.50' LENGTH = 123.31', i3'. 4,061 ZPr _1Jy5. r— -N 81'0848 E S 89'4804'UE _ S. 200TH ST. N- f L=346.33 Ton.1 75. 2 4 69.951 d21920.00'34'24 R= • .ram DELTA = 06'13'32„ 1 J62,09' �•r.:r.�RADIUS = 616.96' 15' 17°1 YARD .$TBAGYJ J1 q8.. € w .�..� �4.P�...� . 40 r Ot N151g 1. DELTA = 26'48'03" RADIUS = 625.00' LENGTH • 292.35' // 119 111 FDT-5 ; 1/ SEE NOTE # 6 SEE NOTE rt 10 18' TRAIL ESMT. REC. - 90. 20150716000578 RIVER PROTECTION ESMT. REC. NO. 20150616000300 CUL DE SAC ESMT. REC. NO. 9705231406 S 89'19'53" E 818.22' 12/04/17 100 RIVER PROTECTION ESMT. REC. 90. 20150616000300 N76Dcy42 W S 01'36'33" E 12.71' DELTA = 1759'37" RADIUS = 438.50' LENGTH = 137.71' S 1673'04' W 32. DELTA . 19'54'28' RADIUS = 182,00' LENGTH = 63.24' SEE NOTE / 4 WESTERLY EDGE OF A 10' ACCESS ESMT. A.7.9. 20150616000300 •6+ . .. ♦ �• # • • • ♦ (� / DELTA = 14'36'19' ♦ RADIUS = 613.47', • LENGTH = 156.38' 2 GRAPHIC SCALE 50 100 200 *CO ( IN FEET ) 1 inch = 100 ft. I 6 ioti�T1 I (VOLUME PAGE SHEET 17 OF 33 SEE SHEET 16 OF 23 DELTA 0716'16' RADIUS 750 00' LENGTH 95.18' 4 4 OPEN SPACE TRACT 1 FLOODWAY ESMT. A.F.M. 9705231407 L TOTAL CURVE /DELTA • 44'57'51' ♦ RADIUS = 750.00' ♦ PUGET SOUND ENERGY ESMT. REC. 60. 20120691001114 0 DENOTES BRASS MON. 1N CASE UNLESS OTHERWISE NOTED LENGTH = 588.58' 18' TRAIL ESMT. 6E6. 140. 20150716000578 L / 7—G9 ‘,I2 '111 SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL • INDUSTRIAL " AGRICULTURAL " NATURAL RESOURCES P.O. BOX 88028 • TUKWILA, WA. 98158-2028 5811 SEGALE PARK DRIVE 'C' • TUKWILA, WA. 98188-L798 T 206 575-2000 • F 206 575-1837 WWW.SEGALEPROPERTIES.COM RECEIVED SEP 12 2018 Community Development ILA qs City of Tukwila Department of Community Development 6300 Southeonter Boulevard, Tukwila, WA 98168 Telephone (206) 431-670 FAX (206) 431-3665 Email: tukptan@tukwlla.we.ue CITY OF TUKWILA FILE NO. L17-0088 0' U71LIT1' ESNs. �70. 10 I T 12210 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. SEE SHEET 15 OF 23 40' X a0' ACCESS ESMT F STORM DRAINAGE FACILITY ESMT / SEE NOTE / 7 I ( _ AF.N. 20140530000825 5.40 p2b2'y,.25 _ /_I 11.54' i20'I i15' FRONT YARD SETBACK L "ACC. 14.7"so'4 W II R 2.20 (1024.15' KENT R.O.S. 20060607900015) I 2�0� ��° _ T L �— .R=7042.00' '022.81' CALC.. S. o R=7000.00 EXISTING PUBLIC RIGHT-OF-WAY J, 2649.02' • ! m r— IIi.6T }- 588.28' N 89'S3'S0° E c _ Y7.6 _ _ 616.9T s = . J ��j �89'S3'S0� ��__ �� .. 2.: _ 0 1 ��� r .i . _ 556.88' - - �� -� q-77.06 280.34' = -• -� I i- Cif-FRONT � - - - -- - ._ -l_t L "iS FRONT YARD SETBACK �� _- 5 .0 51 56" E I I ' / 53.05' DELTA = 02'55'50" 4' RADIUS = 6958.00' LENGTH = 355.58' SEE SHEET 19 OF 23 12/04/17 20' UPLIIY ESMT) N00'25'16°W 7.11' 929.90' -N 89'46�07 7 — 100 3322049,592 DELTA = 75'34'28° RADIUS = 92.50' LENGTH = 122 01' S89'55'58"E as,. 106.59" J 07Fi, SAT-5 NATIVE GROWTH PROTECTION ESMT. A.F N. 20130' 04000276 .ARMY CORPS OF ENGINEERS COVENANT 4.0N. 20110603000425 S 0077'32" t JOHNSON CREEK FEMA 100YR. FLOOD ZONE SEE NOTE B 4 N g 40' X 40' ACCESS ESMT. SEE NOTE # 7 DELTA = 88'50'16° RADIUS = 124.00' LENGTH = 192.26' DRAINAGE TRACT PER KING CO. COURT CAUSE N0. 47302 5 81 3.'�8' E_ �1 97.62'/8539'22�E N 00'34'17" W N 59'46'09" E 1A^W7 ��' 5 89'0i'39" E N803003°E 30.00'io'p0io5 a4 KING CO. DRAINAGE DIST. # 2 /101 ; 603.85' h L=557.88' `� JOHNSON CREEK FEMA 100 YR. FLOOD ZONE SEE NOTE # 6 0222949.: S 89'20'35" E 781.91' JOHNSON CREEK FEMA 100R. FLOOD ZONE SN SEE NOTES 6 RD-2 STORM DRAINAGE FACILITY ESMT. REC. 90. 20140530000825 VOLUME PAGE SHEET 18 OF 23 EM=M DENOTES CENTURYUNK ESMT. REC. 140. 20141002000498 DENOTES COMCAST ESMT. l REC. 140. 20141121001572 U0U0Y ESMT. 9E0. 60. 20120511000340 5285fi 33"E 2568'17'22A1.0 27 01' REC. _L =226.25' __ R=7000i0 FDT-5 SEE NOTES 6 SEE NOTE 9 10 ...,' ►.. - - LL3'41.:05" E DELTA = 01'11'42° RADIUS = 7042.00' LENGTH = 146.88' 7t0NT YARt UTILITY ESMT. REC. N0. 20120511000340 JOHNSON CREEK FEMA 100YR. FL000 ZONE SEE NOTE # 6 286.33' S 8818'13" E 1640.07' N00'30'37"W 30.00' 1639.88' � S89'46'09"W 10.16' JOHNSON CREEK FEMA '00YR. FLOOD ZONE SEE NOTE # 6 SOUTH LINE OF N.E. 1/4, S.E. 1/4 SEC. 3 I • DENOTES BRASS MON. IN CASE GRAPHIC SCALE UNLESS OTHERWISE NOTED 50 100 200 400 ( IN FEET ) 1 inch = 100 ft. N SEE SHEET 17 OF 23 286.33' 5 8818'13" E -�F STORM DF REC. N0. J!il049%'1 5 89'1�'S4" E 1055.57' KI N 89'19'56" W S. S 8919'5, L/7-O06t SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL " INDUSTRIAL * AGRICULTURAL • NATURAL RESOURCES P.O. BOX 88028 • TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE "C° • TUKWILA, WA. 98188-4798 T 206 575-2000 • F 206 575-1837 WWW.SEGALEPROPERTIES.COM RErErNED SEP 12 2018 community mt Develop City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431.3670 FAX (206) 431.3865 Email: tukplan@tukwlla.wa.ua CITY OF TUKWILA FILE NO. L 17-0068 yo 12/04/17 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COU TY, W�SHINGTON. Ni t a DELTA = 8911,1'47" - RADIUS = 60.00' $ LENGTH = 93.42' 1 \00 S. ,00 TOTAL CURVE DELTA = 35'39'23" RADIUS = 1187.92' LENGTH = 739.27' NJ2b2 �'.w N89'14'58"W 30.51' NOT A PART N35'27'23"W 5.44' GRAPHIC SCALE o so Too zoo =--259.5Y • ....--„Ls--- ` 11 L —111 -15' FRONT YARD SETBACK t S 07'51'56' ..-'0,�/ I 20' UIlLITY ESMT. ) I 53.0� /DELTA . 78'53'22" • / RADIUS - 256.48' LENGTH = 35352' / 473 40' X 40' ACCESS ESMT. 40/ r 3 .ri a i4 S.- z • ' 4 SEE NOTE # 7 /Jj/l/ 4p ,/ 0'11/1 4/DELTA = 12'26'45" O+/ / ,. RADIUS = 1187.92' LENGTH = 258.04' / Q- / 1 mil S .?5 e.,,._... 41 ?5` 5\z� y/ a�} a A.c0. i07.13' S81.44'7g•E DELTA = 18'04'20" RADIUS = 1187.92' LENGTH = 333.22' DELTA = 1856'51" RADIUS = 1240.42' LENGTH = 410.21' 25' UTILITY ESMT. N66'14'13"W N77'25'24"E 23.27' 78'31'19"W 28.37' cn g N29'25'43"E 27.32' FDT-9 193,660 S.F. S 79144'60" VOLUME PAGE SHEET 19 OF 23 SEE SHEET 14 OF 23 40' K 40' ACCESS ESMT. SEE NOTE f 7 — 1 --} 922.200-.10'---- 777 - N \ S 89153'50" W CALL. 29.91 IT 20' UTILITY ESMT.- 15' FRONT YARD SETBACK 32.0-97 S 89'53'50' W 2649.02' 47 17 / 0322049G93 W SAT-5 959,609 S.F. NATIVE GROWTH PROTECTION ESMT. A.F.N. 20130104000276 ARMY CORPS OF ENGINEERS COVENANT A.F.N. 20110603000425 I 7 THIS PORTION OF S. 204TH WAS CALCULATED: USING AN UNRECORDED SURVEY BY SPROUT ENGINEERING DATED 1990 DELTA = 128'35'17" RADIUS = 63.89' ♦ LENGTH - 143.39' ♦ 400 ( 1N FEET ) 1 inch = 100 ft. TOTAL CURVE DELTA = 93'21'45" RADIUS = 53.20' LENGTH = 86.69' t S. 204TH ST. N 89'46'09" \ iS 69'46'09" W._ -- -- 790.16' CALC. 790.08' R.O.S. 77.05' 44 92<:'1i49:79' DENOTES BRASS MON.IN CASE UNLESS OTHERWISE NOTED G/7 Od'G�' I SEE SHEET 18 OF 23 SEGALE PROPERTIES 1. A LIMITED LIABILITY COMPANY COMMERCIAL ` INDUSTRIAL • AGRICULTURAL • NATURAL RESOURCES P.O. BOX 88028' TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C' • TUKWILA, WA. 9E188-4796 T 206 575-2000 • F 206 575-1837 WWW.SEGALEPROPERT TES. COM RECEIVED SEP 12 2018 Community Development City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 4313665 E mall: tukplen@tukwile.wa.us CiTY OF TUKWiLA FILE NO. L17-0068 PARCEL 022204-9008 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHiNGTON. THAT PORTION OF THE 70RTHWESTQUARTER OF ME 9ORIMAESTOUARER OF SECT/ON 2, TOWNSHIP 22 AORIN. RANGE! EAST, WM, LYNG EASTERLY OF TIE EASTERLY RIGHT OF WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1. WESTERLY OF FRAGER ROAD (MESS COLNTYROAD NO. 7$, SOUTHERLY OF THE NORTH UNE OF SAID SECTION 2, AND NORTHERLY OF THE FOLLOWING DESCRIBED LIFE BEGIMIIAG AT THE NORTMYESTCORIER OF SAID SECNON2; THENCE SOUS 87' 59' 08' EAST ALONG TIE NORTH LIVE OF SAID SECTION, TO THE WESTERLY MARGIN OF FRAGER ROAD (MESS COUNTYROAD N0. 76), THENCE SOUTHERLYALONG SAID MARGIN, SOUTH01' 53' 23' EAST, 1528 FEET; THENCE CONTNUNG SOUTH ALONG SAID MARGIN, ALONG A CURVE TO THE MCAT, HAVING A RADIUS OF 1,760.00 FEET, THROUGH CENTRAL ANGLE OF 06.10' 20', AN ARC OSTANOE 09191.75 FEET TO THE TRUE POINT OF BEGNVNG OF SAD LINE; THENCE NORTH 72.3T iSWEST 331336 FEET; THENCE SOUTH 57' 55' 05' WEST32(185 FEET; THENCE SOUTH 73' 44' / 5' ONES T 20618 FEET; THENCE SOUTH 17'4T 50' WEST250.67 FEET; THENCE NORTH 45.23 10 WEST TO THE SOUTHEASTERLY RIGHT OF WAYu4RGW OF PRIMARY STATE HIGHWAY NO. 1. AN) THE TERM1NUSOFSAID LINE; TOGETHER WITH THAT PORTION OF VACATED FRAGER ROAD LYING ADJACENT THEREON PER CITY OF TUKWILA ORDINANCE Na 2239. EXCEPT THAT PORT1ONTHEREOF CONVEYED TO THE CITY OF TUKWILA BY DEDICATION OFMOHT OF -WAY DEED RECORDED UA0ER REWRONG AO. 2)12113E002219 SITUATE IN THE CITY OF TUKWILA COUNTY OF MG, STATE OF AWSHNGTON. BEN1G A PORTION OF SENSITIVE AREA TRACT 3(S4T3)AND APO/4TIONOF LOTS 16AND 36, OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 022204-9011 PARCEL 'POE CITYOF NKWEA BOUNDARY LNEADAIS9MENTIIO. L160046, RECORDED UFDERREWRDING A0. 20161024900004. (BEING TRACT SAT 4, A PORTION OF OPEN SPACE MACT2, A PORTION OFLOTS 19 8 33, AND ALL OF LOTS 218 21 OF THE PRELIMINARY PUT OF NKWtA SOUTH) SITUATE IN VIE CRY OF TURNALA COUNTY OF KNG. STATE OF WASHINGTON. PARCEL 022204-9015 A PORTONOF GOVERNMENT LOT ION SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST. WAN., DESCRIBED AS FOLLOWS; PARCEL 'A'OF CRY OF NNWILA BOUNDARY UNEADJUSTMENT NO L 12011 AS RECORDED UNDER TONG COUNTY RECORDING NO, 20130106500033. SITUATE IN THE CITY W TUKWILA. COUITY OF KING. STATE OF WASHINGTON. (BEING ALL OF OPEN SPACE TRACT L ALL OF RESERVE DRAINAGE TRACT 2, ALL OF PRIVATE ROAD ACCESS TRACT2 APORT10N OF L0T26, AND ALL OF LOTS 22. 23.24 & 25 OF THE PREUMINARYNAT OF TUKWILA SOUTH) PARCEL 022204-9033 17i4T PORTIONOF GOVERNMENT LOTS 10AND 11 NSECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST WU., DESCRIBED AS FOLLOWS: BEG4YNINGATA PONT O4 TIE MST LINE OF SAID SECTION 2, FROM WHCH THE NORTH/9ES7CORNER OF SAD SECTION BEARS NORTH 01' 55' 10' WEST, A DISTANCE OF 217.06 FEET 75EN7E, ALONG SAID WEST LINE SOUTH 01' 55' 10EAST 343.94 FEET; THENCE NORTH 88' 04'S0'EAST, 181.50 FEET; THENCE SOUTH 01' 55' 10 EAST347.90 FEET TO THE NORTH LINE OF THATCERTAN TRACT OFLAND CONVEYED TO,OSEPH GUNTER UNDER HUNG COUNTY RECORDING NO.3526897; THENCE SOUTH 83' 38' 20' EAST ALONG SAO NORTH LITE, AND THE SAME PRODUCED TO THE WESTERLYRANK OF GREEN RIVER; THENCE NORTHERLY AND EASTERLY, ALONG S,4107VER BANK TO THE NORTH LINE OF S40 SECTg12; THENCE NORTH 89'03' 20' WEST, ALONG SAID NORTH LI74:, TO A POINT FROM WMCH THE NORTHWEST CORNER OF SADSECTION BEARS NORD189' 03' 20' WEST, A DISTANCE OF 1,314.12 FEET; HENCE SOUTH 77. 19' 20 EAST, 269.06 FEET,, THENCE SOUTH 15'04' 10 WEST311.46 FEET; THENCE SOUTH 88' 33' 10 WEST 198.77 FEET /HENCE NORTH 02' 41' 45' EAST I40.14 FEET; THENCE NORTH 72' 37' 15' WEST37320 FEET TIENCES'OUTH 57'55' 05' WEST320.85 FEET; THENCE SOUTH 73' 44' 00 KEST208.18 FEET,; TFENCESOUTH 17' 47' 50 WEST 259.67 FEET; THENCE NORTH 45'27' 10 WEST519.48 FEET, TO THEPOINTOF BEGINNING; EXCEPT THATPORTON THEREOF L YNG WESTERLY OF THE EASTERLY MARGIN OF FRAGER ROOD; TOGETHER WITH THAT PORTION OF VACATED FRAGER ROAD LYING ADJACENT THEREON PER CITY OF TUKWILA O873 4AACENO. 2239. TOGETHER WITH THAT PORTION OF GOVEMMENTLOT 10N SECTION 2, TOWNS10P22 NORTH, RANGE 4 EAST W.M, LING EAS7ERLYOF FRAGER ROAD, WESTERLY OF THE WESTERLY B4H(OF THE GIWB4 RIVER, AND SOUTHERLY OF THE EASTEILYEXTENSION OF THE NORTH ONE OF TINTCERTAIN TRACTOF LAND CONVEYED 70400EPH BUNTER UNDER KINGCOUNTY RECORDING NO.352E897; SITUATE N THE CRY OFTULW(A C0U4TYOF NW, STATE OF WASHINGTON, (BEING A PORTION OF OPENSPACE TRACT2, AND A PORT/ON OFLOTS 13, 71, /5, 16,17,188190F THE PRELPN4ARYFIATOF TUKWIA S0UTy PARCEL 022204-9037 TINT PORTION OF GOVERNMENTL0T510AND 11 IN SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST WA 4, DESCRIBED AS FOLLOWS: BEGNNWGON THE NORM LNE CP SAID SECTION, AT POINT SOUTH 89' O' 20'EAST, 1,314.12 FEET FROM THENORTMWEST CORNER THEREOF; THENCE SOUTH 77' 19' 20 EAST 269.06 FEET; THENCE SOUTH 15.04' 10' WEST311.46 FEET THENCE SOUTH 88' 33' 10' WEST 196.77 FEET• THENCE NORTH 02' 41' 45'EAST 140.14FEET, THENCE NORTH72' 37' 15' WEST TO THE EAST LNE OF THE 40 FOOT 00041Y ROAD, AS ESTABL/SFEDMOUSED ONAPRIL 34 1951 'FRAGER ROOD; ]HENCE NORTHERLY ALONG SAID EASTERLY ROAD UNE T07NE NORTHLIVEOF 9AO SECTION: THENCE EASTALONC SAID NORTH SECTION LNE TO THE POINT OFBEGNNNG; EXCEPT THAT PORT/ON THEREOF LYNG SOUTHERLY AND EASTERLY OF THE FOLLOWING DESCRIBED UTE: BEGINNING ON THE EASTERLY LIFE OF SAID TRACT, AT POINT 164.83 FEET SOUNERLY OF THE NORTHEASTCWFER THEREOF,; THENCE NWT7474.O7' 2T' WEST9681 FEET,; THENCE NORTH 67' 09' 20' WEST 131.54 FEET; THENCE SOUTH 05' 44' 15' WEST 225.46 FEET TO THE SOUTHERLY LINE OF SAID TRACT AND THE 7E/a6MJ5 OF SAID LINE; TOGETHER OATH THAT PORTION OF VACATED FRAGER ROAD LYING ANCIENT THEREON PERCITY OF NKVM.A O4ONAACENO. 2239. SITUATE IN THE CITY OF TUKWILA, C0U4TYOF KING, STATE OF WASHINGTON. (BEING APORTON OF LOTS 16.5 17 CF THE PRELNNARYPLAT OF TU(WILA Soun4) PARCEL 022204-9040 THAT PORTION OF GOVERNMENTLOTS 10AND 71 NSECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., DESCRBEDAS FOLLOWS: BEGINNING AT PORTON THE NORTH LINE OF SAID SECTION, FROM WHCH POINT THE NORTHWEST THEREOF BEARS NORTH 89' 03' 20' WEST, A DISTANCE OF 1,3H.12 FEET; THENCE SOUTH17' 19' 20'EAST, 269.06 FEET THENCE SOUTH 15'04' 10' WEST, 16483 FEET N THE PONT OF BEGIN IWG; THENCECWRM/ING SOUTH 15' 04' 10 WEST 146.63 FEET, 73ENGE SOUTH 88' 33' 10 KEST 198.77 FEET THENCE NORTH O5' 44' 75'EAST 225.46FEET; THENCE SOUTH 67'09'20' EAST, 131,54 FEET: THENCE SOUTH74'01' 20'EAST, 9681 FEET N THE 7RLE POINT OFBEGNMAG; TOGETHER WITH THAT PORTION OF VACATED FRAGER ROAD LTING ADJACENT THEREONPERCITYOF TUKWILA ORDNANCE NO 2239. SITUATE N THE CITY OF TUKWILA COLNTYOF KING, STATE OF WASHINGTON. (BEING A PORTKNOFLOTS 166 17 OF THE PRELIMINARY MAT OF T(KWIA SOUTH) PARCEL 022204-9043 PARCEL -0' OF OTYOF TUKWILA BOUNOARYLINE ADJUSTMENT NO. L160046 RECORDED UAOER RECWDNG NO 20161024900004. SITUATE IN THE CRY OF MAMA, COUNTY OF MG. STATE OF WASHINGTW. (BEING AFORTIW OF SENSRIVEAREA 1RACT3 (SAT3) AND PORTION CF LOTS 46. 17, 18, 19, 38 AND 36 OF THE RREIJMNARYPLAT OF TUKWILA SOUTH) PARCEL 022204-9057 PARCEL 'E'OFCITY OF T(AW4NA BOUNDARY LINE ADA0STMB4TNO. L16.0016, RECORDED UNDER RECORDING N0. 20161024900004 SITUATE W THE CITY OFNKWLLA OULNTYOF RAG, STATE OF WASHINGTON. 03BPORTION OF SENSITIVE AREA TRACT 3(S4T3)AND A PORTION OF LOTS 19,37 AND 47, OF THE PRELIMINARY HIWM AT OF 7IA SOUP., PARCEL 022204-9061 VOLUME PAGE SHEET 20 OF 23 BEGNNNG AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, WM, NKING COUNTY, WASHINGTON: THENCE NORTH 89'1632'140T, ALONG THE EAST4VESTCENTERLINE OF SAID SECTION, 458WFEET; THENCE NORTH 0740'47'EAST 53.72 FEET TO THE POINT OF BEGINNING' THENCE CONTNUAG NORTH 02'40'47'EAST 69.04 FEET; THENCE NORTH 20'2453' EAST 89.72 FEET; THENCE NORTH 49'0702'EAST 82.00 FEET TO ANINTERSECTION IMTH THE SOUnIWESTERLYMARGN OFFRAGER ROAD; THENCE SOUTH 40'5258'EAST, ALONG SAID SOUTHWESTERLY MARG84,117.97 FEET TOA POINT ONA CURVE FROM WHCH THE RADIAL CENTER BEARS SOUTH 49.07'02' WEST 798.51 FEET; THENCE SOUTHEASTERLY ALONG THEARC OF SAID CURVE CONCAVE 70 THE SOUMWEST9358 FEET TO A POINT 0NA NONTANGENT CURVE FROM WHICH THERADIAL CENTER BEARS SOUTH 84'3100°WEST 40.00 FEET. THENCE SOUTHWESTERLYALOlG 1HEARC OF SAID CURVE CONCAVE TO THE NORTHWEST, 67.17 FEET; THENCE NORTH 89'1632' WEST 190.00FEET 7O THE POST OF BEGINNING. TOGETHER WITH THAT PORTION OF VACATED FRAGER ROAD LYINGADJACENT THEREON PER CITY OF TUKWILA ORDNANCE NO.2239 SITUATE IN THE CITY OF TUKWILA, C0U417 OF KING, STATE OF WASHINGTON. (BEND A PORTION OFSENSITWEAREA MOT 4 (SA14) OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 023900-0352 THAT PORTION OF GOVERNMENTL0T6II SECTION3, TOWNSHIP 22 NORTH, RANGE4 FAST, W.M., LYING EASTEFLYOF 0/6UN ROAD SOUTH AS CONVEYED BY DEED RECORD® UNOERRECORDINGNO 6018781, AND NORTH OF SOUTH270TH STREET; EXCEPTTI{AT PORTION THEREOF CONDEMNED/IV KING COUNTYSUPEROR COURT CAUSE NO. 982- 78787-5 KNT; (BBNGALSO KNOWN AS PORTION OF LOTS 106 AN0106INANGLE LAKE SHOREACRES DMSON2 UNRECORDED); SITUATE INTHE CITY OF MORA, 001147Y OF KING STATE OF WASHINGTON (BEING A FORTICNOFLOTS 35 AM 360F TIE PREl.a4844RY HAT OF TUKWILA SOUTH) PARCEL 032204-9006 PARCEL 'B°OF CRY OF 7UIOttA BOING4RYLNEADJUSTMENT NO L16.0046, RECORDED L44DER RECORDING NO. 201610249 0034. SITUATE !NINE CRY OF NKWIA, GOWN OF MG, STATE OF WASHINGTON. (BEING A PORTION OFLOTS 31, 33,, 37AND 47, AND ALL OF LOT 32 OF THE PREUMNARYPLATOF T1KW9A SCUM) PARCEL 032204-9047 PARCEL'V' OF CRY OF TUGMIA BOUNDARYU1E ADJUSTMENT NCI 1160046, RECORDED UNDER RECORDING ND. 20161024900004 SITUATE N THE GTYOF TUKWILA, A, COU.N7YOF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT3 (SAT 3) AND PORTION OF LOT 370E THE PRELIMINARY FLAT OF TUKWIA SOUTH) PARCEL 032204-9052 THAT PORTION OF DIE NORTH HALF OF THE SOUTHEAST Si OF SECTION 3, TOWNSHIP 12 NORTH, RANGE 4 EAST, W. M,. DESCRIBED AS FOLLOWS.' BEGNNNG AT POINT SOUTH89' 11' 16' AEST 1,56.33FEE TAA'D SOUTH OI' 11' 00'EAST376.52 FEET OF THE EAST QUARTER CORNER IHENCENWTH 01' 11' 00' WEST 17107 FEET; THENCE NORTH 10'39' 06' EAST 137.87FEET;; THENCE NORTH 46'52' 1T EAST 73.354 FEET, THENCE NORTH 89' 11' O6' EAST 744 FEET, MORE OR TESS, TO A POINT WHOI IS SOUTH Sr 11.06' WEST 1,340 R FEET AND SOUTH 0I' 11 NI' EAST 30FEET FROM EAST QUARTER CORNER; THENCE SOUTH 0l' 11' 00'EAST 254 FEET: THENCE SOUTHWESTERLY139 FEET TO A POINT I2) FEET EAST OF THE POINT (3F EEG/M4/NG; THENCE SOUTH 89' 11'06' WEST 123 FEET TO THE POINT OF BEGINNING EXCEPTPW710N FORORILJA ROAD AND SOUTH 200TH STREET AS DEEDED, CONDEMNED, OR ESTABUSIED BY EASEMENTAS OFAUGUS71, 1999; SITUATE IN THE CRY OF NKWA.A, COUNTY OF MG, STATE OF WASHINGTON (BENG APORTION OF LOTS 27AND 28 OF 7FE PRELIMINARY PUT OF TUKWILA SOUTH) PARCEL 032204-9090 THE WEST 160 FEET OF THE EAST 709.5 FEET OF THE SOUTH 240 FEET OF THE SOUTHEAST W OF THE N'ORTHEASTSI OF SECTION 3 TOWNSHIP 22 NORTH, RANGE EAST. W.M.; EXCEPT THE WEST 20 FEET THEREOF; AND EXCEPT ANYP0RT10V OF THE COUNTY ROAD,G ANY, THAT LIES VA7HN THE LAND HEREINABOVE DESCRIBED; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF K ENTFOR ROAD RIGHT -OR WAYS BY DEED RECORDED UNDER KING COUNTYRECORONG NO 97058/237 SITUATE IN THE CITY OF DANIA, 001NTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT32 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 032204-9092 THAT PORTION OF THE SOUTIEASTQUARTER OF SECT/ON3, TOWNSHP22N0RTH, RANGE 4 EAST, WM., DESCRIBED AS FOLLOWS BEGINNING AT THE EAST OUARTER CORNER OF SAID SECTION 3, TURNING THENCESOUTH 89' 71' 09' WESTALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAO SECTION3, A DISTANCE OF 72380FEET; THENCE SW77101.11'01EAST 33FEET TO THE TRUE POINTOF BEGIMVNG THENCE CONTINUING SOUTH 01' II'W'EAST 300FEET, , THENCE SWTH89' 1T06' WEST, PARALLEL WITH SAID NORTH LINE, 220 FEET; THENCE NORTH 01' 11' 00' WEST 3)0 FEET N THE SOUTH LINE OF THE NORTH 30 FEET OFSAID SOUTHEAST QUARTER THENCE NORTH 89' 11' 06' EAST 220FEET TO THE TRUE PONTOFBEGNMNG; STRIATE LATHE CITY OF TLKWNA, COUNTY OF KING, STATE OF WASHINGTON. (BENG A PORTION OF SENSITIVE AREA TRACTS (SATS) AND APORT/ON OF LOT26 OF THE PRELNWN4RYPLAT OF TUKWILA SOUTH) PARCEL 032204-9093 NEWPARCEL"8'OFCITY OF TUKWBA BOUDARYUNEADJUSTMENT NUMBER LI6475 RECORDED UNDER RECORDING NO 2017050190005 SITUATE IN THE CITY OF MAMA, COURY OF KING, STATE OF WWSHNGTW. (BEING APORTION OF SENSITIVE AREA TRACT 5 (SA15) ANDAPORTION OF LOTS 26, 27AND 28 OF TTE PREUMINARV PLAT OF TLKWIIA SW710 12/04/17 L ida64/ SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL ' INDUSTRIAL • AGRICULTURAL • NATURAL RESOURCES P.O. BOX B8028 " TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C' • TUKW LA, WA, 98:88-A798 T 206 575-2000 • F 206 575-1837 WWW. SEGALEPROPERTIES. C0M SEP 12 2016 CommunitY Development •`i City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 4313665 E.n7ail: tukplenigtukwlla.wa,us CITY OF TUKWILA FILE NO. L17-0068 PARCEL 032204-9100 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. THE WEST 37 RODS (6105 FEET) OF THE SOUTHEAS7Y. OF THE NORMEASTY. OF SECTIONS TOWNSNP22 NORTH RANGE EAST, WM; EXCEPT THOSE PORTIONS THEREOF CONVEYED TO KING COUNTY FOR ROAD PLRPOSESBYDEEDS RECORDED UNDER RECORDING NOS 1168064, 275166.1 AND 6016780; AND EXCEPT THAT PORTIONCONVEYED TO THE STATE OF WASHINGTON FOR PRAIARY STATE HIGHWAY NO. 1, BY DEED RECORDED UNGER RECORDING NO 5191889 AND EXCEPT THAT POR77ON LYING NORTHWES TERL Y OF 51 ST PLACE SO UTH (ORIU L4 ROAD SOUTH); AND EXCEPT THATPORTIONCONOEAMED BY THE CRY 06 KENT, FORR/GHT OF WAY W KING COLONY SUPER/OR COURT CAUSE N0.98.1- 18787.SKINT,; SITUATE IN THE CRY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING APORTION OF LOTS 29, 31, 32 33, 34AND 35, AND AU OF LOT300F THEPRELANNARYPLAT OF TUKWLA 50UTH) PARCEL 262304-9065 THAT PORTION OF THE SOUTHEAST Y.OF THE SOUTHWEST Y.OF SECTION 26 TOWNSHIP 23NORTH, RANGE EAST W.M., BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST''/. OF THE SOUTHWEST S OF SEGIW 26: THENCE NORTH 87'45' 5T WEST ALONG ME SOUTH UNE 0° SAID SOUTHEAST Y.OF TIE SOUTHWEST X. A DISTANCE OF 481.05 FEET TO THE WESTERLY MARGIN OF SOUTHCENTER PARKWAY; THENCECC NRNUWG NORTH 87.4557' WESTALONG SAID SOUTHLINE, ADISTANCE OF690 FEET, MORE OR LESS T0A POINT 0V A UNE WHICH IS PARALLEL WITH AND 390FEETNQRTHV8TERLY OF THE CENTER UNE CF A 19FOOT PAILRLUDEASEA£NT ESTAEUSHED BY INSTRUMENT RECORDED UNSER RECORDING NO. 6E43573 AND THE TRUE PONT OFBEGNNNG; THENCE NORM 16' 18' 56 EAST ALONG SAID PARALLEL LNE 92 FEET, MORE OR LESS TO THE CENTER UNE OF A 40FOOT DRAINAGE EASEMENT GRANTED TO THE STATE OF WASHINGTON BY INSTRUMENT RECORDED UNDER RECORDW G NO.6233536; THENCE NORTH 50' 38' 37 WESTALONG SAID DRAINAGE EASEMENT CENTER LNE 224 FEET. MORE OR LESS. TO THE WEST LINE OF THE SOUTHEAST /. OF THE SOUTHWEST Y.OFSAID SECTION 26' THENCESOUTHOO' 56'36' WESTALOVG SAID WEST UNE TO THE SOUTHWEST CORNER OF SAID SUBDIWSION, THENCE EAST ALONG THE SOUTH LODE OF SAID SUBDIVISION TO THE TRUE POINT OF BEGINNING TOGETHER WITH AU RIGHTS INTHOSE CERTAIN 15 FOOT EASEMENTS RESERVED N DOCUMENTS RECORDED UNDER RECORDING NOS. 7701050695 AND 770105006 SITUATE IN THE CITY OF TUKWILA. COUITY OF KWG. STATE OF WASHINGTON. (BEING APORTION OF SENSITIVE AREA TRACT I (SA T1) AND A PORTION OF NONBUILOABLE TRACT 1(NBTI) OF THE PRELIMINARY PLAT OF TUKWILA SOUTH/ PARCEL 352304-9009 THAT PORTION OF THE NORTHEAST % THE NORTHWEST I/. OF SECTION 36 TOWNSHIP 23 NORTH, RANGE 4 EAST W M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST''/. OF THE NORTHWEST X; THENCE NORTH 87' 45'57' WEST, ALONG THE NORTH LINE OF SAID NORTHEAST '''A OF THE NORTHWEST5 A DISTANCE OF 481,05 FEET TO THE WESTERLY MARGIN OF SOUTHCENTER PARKWAY AND THE TRUE POINT OF BEGINNING THENCE SOUTH 11' 59' 33' EAST, ALONG SAID WEST MARGIN, A DISTANCE OF 41,27 FEET; THENCE NORTH 87' 45' 57' WEST A DISTANCE OF 229.11 FEET; THENCE SOUTH 42' 30' 17' WEST A DISTANCE OF 695.97 FEET; THENCE SOUTH 52' 44'03' EAST TO THE SOUTH LINE OF THE NORTHWEST % THE NORTHEAST :A OF THE NORTHWEST 14 OF SAID SECTION 35; THENCE WESTERLY, ALONG SAID SOUTH UNE, TO THE EASTUNE OF THE NORTHWEST '''4 OF THE NORTHWEST 4 OF SAID SECTION 35; THENCE NORTH 01. 49' 41' EAST, ALONG SAID EAST LINE, TO THE NORTHEAST CORNER OF SAID NORTHWEST S; THENCE SOUTH87. 45'57' EAST, ALONG THE NORTH UNE, OF SAID NORTHWEST %, A DISTANCE OF 831.10 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION OF SAID TRACT LYING WITHIN THE BOUNDARIES OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO, BU-8.79, RECORDED UNGER KING COUNTY RECORDING NO. 7908230752; SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 1(SAT7) AND A PORTION OF NON -BUILDABLE TRACT 1(NBT7) OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9013 PARCEL 'A'OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L184070 RECORDED UNDER RECORDING 140. 20170605900032. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 2 (SA T2), A PORTION OF RESERVE DRAINAGE TRACT 1(RD1) AND A PORTION OF LOTS 40, 41 AND 42 OF THE PRELJMINARYPLAT OF TUKWILA SOUTH) PARCEL 352304-9015 NEW PARCEL 'A' OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L15-0005 RECORDED UNDER RECORDING N0. 10150318900001; SITUATE IN THE CRY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 2 (SAT2), A PORTION OF LOTS 3, 4, 5, 8, 39, 40, 41 AND 42 AND ALL OF LOT 8 OF THE PREUMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9016 THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 87' 69' 06' EASTALONG THE SOUTH UNE THEREOF 507.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 87' 59' 06' EAST 318.00 FEET; THENCE NORTH 16' 58' 40' EAST 182.11 FEET; THENCE NORTH 47' 11' 30 WEST TO THE EASTERLY RIGHT-OF-WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1; THENCE SOUTHERLY ALONG SAID MARGIN TO A POINT AT ITS INTERSECTION WITH THE NORTHEASTERLY LINE OF THATCERTAIN TRACT OF LAND PREVIOUSLY CONVEYED BY DEED RECORDED IN VOLUME 1522 OF DEEDS, PAGE 526 UNDER KING COUNTY RECORDING NO.2722034; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID TRACT TO THE TRUE POINT OF BEGINNING; EXCEPTTHAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEDICATION OF RIGHT-OF.WAYDEED RECORDED UNDER RECORDING NO. 20150718000577, BEING A RE-RECORDING OF 20130916000016; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3), A PORTION OF LOT 460F THE PRELIMINARY PUT OF TUKWILA SOUTH) PARCEL 352304-9017 THAT PORTION OF GOVERNMENT LOT?, SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M., DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY MARGIN OF COUNTY ROAD IN GOVERNMENT LOT 7, IN SAID SECTION AT A POINT SOUTH 89' 03' 20"EAST 1,856 75 FEET AND NORTH 00' 56' 40' EAST 1,048. 79 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 35; THENCE SOUTH08. 13'05' EAST 3E70 FEET,' THENCE SOUTH 19' 59' 25' WEST520.10 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 73' 05' 40' EAST 233.32 FEET; THENCE NORTH 18' 29' 55' EAST 374.00 FEET; THENCE NORTH 86' 02' 38' WEST 211.14 FEET TO A POINT WHICH BEARS NORTH 19' 59' 25'EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 19' 59' 25' WEST 420. 10 FEET TO THE TRUE pow OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING. STATE OF WASHING TON. (BEING A PORTION OF LOT OF THEPREUMINARYPLAT OF TUKWILA SOUTH) PARCEL 352304-9025 VOLUME PAGE SHEET 2 / OF 23 THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSMP 23 NORTH, RANGE EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35; THENCE SCUTH01' 49'41' WEST, ALONG THE EAST LINE OF THE NORTHWEST °TARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35, A DISTANCE OF 757,08 FEET TO THE NORTHERLY MARGIN OF SOUTH 178TH STREET(P.J. MUSIEL COUNTY ROAD); THENCE NORTH 65.22' 03' WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 14064 FEET; THENCE NORTH 47' 46' 03' WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 341,00 FEET TO THE EAST RIGHT-OF-WAY UNE OF PRIMARY STATE HIGHWAY NO. 1 (JUNCTION S.S.H. N0. 5A TO SOUTH 178TH STREET); THENCE NORTH 09' 32' 33' EAST, ALONG SAID EAST RIGHT -OF. WAY UNE, A DISTANCE OF 240.39 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 11,199.18 FEET. AN ARC DISTANCE OF 209.74 FEET, THROUGH A CENTRAL ANGLE OF 01' 04' 23', TO THE NORTH LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST K OF SAID SECTION 35: THENCE SOUTH 81' 45'57' EAST, ALONG SAID NORTH UNE, A DISTANCE OF 419.14 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH THAT PORTION OF VACATED SOUTH 778711 STREET ADJOINING, PURSUANT TO ORDINANCE N0. 8238, RECORDED UNDER RECORDING N0. 20020322001963, WHICH UPON VACATION, ATTACHED TO SAID PROPERTY BY OPERATION OF LAW; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OFF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 1(SATi) AND A PORTION OF LOT 2 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9027 THE NORTH 25.25 FEET OF THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36 TOWNSHIP 23 NORTH, RANGE 4 EAST W M. DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER THENCE NORTH 87' 45' S7' WEST, ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 481.05 FEET, TO THE WESTERLY MARGIN OF THE SOUTHCENTER PARKWAY; THENCE SOUTH 11 ° 59'33' EAST, ALONG SAID WESTERLY MARGIN, A DISTANCE OF 1,007.07 FEET; THENCE CONTINUING SOUTH 11' 59' 33'EAST ALONG SAID MARGIN, A DISTANCE OF 9405 FEET; THENCE SOUTH 78' 00'27' WEST A DISTANCE OF 68.93 FEET TO AN ANGLE POINT ON THE OLD ALIGNMENT OF SOUTH 178TH STREET (FORMERLY KNOWN AS P.J. MUSIEL COUNTY ROAD); THENCE SOUTH 10' 03' 17' WEST, ALONG THE OLD CENTERLINE OF SAID STREET, A DISTANCE OF 221.29 FEET TO A UNE 30 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF SAID NORTHEAST OUARTER OF THE NORTHWEST QUARTER BEING THE NORTHERLY MARGIN OF THE NEW ALIGNMENT OF SAID SOUTH 176THSTREET ; THENCE NORTH 87' 50' 57' WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 233.08 FEET TOA POINT OF CURVE; THENCE ALONG SAID NORTHERLY MARGIN ON A CURVE TO THE RIGHT, HAVING A RADIUS OF 113.24 FEET, AN ARC DISTANCE OF 169.17 FEET, THROUGH CENTRAL ANGLE OF 85' 35'34', TO A POINT OF REVERSECURVE; THENCE ALONG SAID NORTHERLY MARGIN, ON A CURVE TO THE LEFT HAVING A RADIUS OF 28674 FEET, AN ARC DISTANCE OF 29.43 FEET, THROUGH A CENTRAL ANGLE OF 06' 16' 32', TO THE OLD CENTERLINE OF SAID SOUTH 178TH STREET; THENCE NORTH 29' 42' 27' EAST ALONG SAID OLD CENTERLINE, A DISTANCE OF 52.89 FEET TO AN ANGLE POINT: THENCE NORTH 55' 08' 33' WEST, ALONG SAID OLD CENTERLINE, A DISTANCE OF 64.04 FEET TO THE NORTHERLY MARGIN OF THE NEW ALIGNMENT OF SAID SOUTH 17BTH STREET TO THE TRUE POINT OF BEGINNING, AND FROM WHICH SAID TRUE POINT OF BEGINNING, POINT'A' WHICH IS TO BE USED FOR LATER REFERENCE HEREIN, UES NORTH 37' 55' 55' EAST, A DISTANCE OF 173.09 FEET; THENCE ALONG SAID NORTHERLY MARGIN ON CURVE TO THE LEFT, THE CENTER OF WHICH BEARS SOUTH 62' 56' 38' WEST, HAWING A RADIUS OF 288.74 FEET, AN ARC DISTANCE OF 157.50 FEET, THROUGH A CENTRAL ANGLE OF 33' 34' 48'; THENCE NORTH 60' 38' 10' WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 204.96 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 508.59 FEET, MARC DISTANCE OF 25.51 FEET, THROUGH A CENTRAL ANGLE OF 02' 52' 295 THENCE NORTH 63' 30'39' WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 290.59 FEET TO THE WEST LINE OF SAID NORTHEAST QUARTER OF THE NORTHWEST WARTER; THENCE NORTH 01' 49' 41' EAST ALONG SAID WEST UNE, TO THE SOUTHLINE OF THE NORTHWEST QUARTER OF THE NORTHEAST OUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35; THENCE EASTERLY, ALONG SAID SOUTH LINE, TO INTERSECT A UNE WHICH BEARS NORTH 52' 44' 03' WEST FROM THE AFOREMENTIONED POINT'A'; THENCE SOUTH 50 44' 03" EAST TO SAID POINT 'A', WHICH POINT IS THE MOST SOUTHERLY CORNER OF A TRACT OF LAND CONVEYED TO AMERICAN NATIONAL INSURANCE BY DEED RECORDED OCTOBER 16, 1970 UNDER RECORDING N0. 6704630; THENCE SOUTH37' 55'55' WEST 173.09 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON; (BEING A PORTION OF SENSITIVE AREA TRACT 1(SAT1) OF THE PREUMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9034 NEW PARCEL '8' OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L17.0004 RECORDED UNDER RECORDING 140. 20770605900031) SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 2 (SAT2), A PORTION OF NON BUILDABLE TRACT 2 (NEAR), A PORTION OF RESERVE DRAINAGE TRACT 1(RD1), AND A PORTION OFLOTS 40, 41 AND 42 OF THE PRELIMINARY PLAT CF TUKWILA SOUTH) PARCEL 352304-9036 NEW PARCEL 'B' OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L15-0005 RECORDED UNDER RECORDING NO. 20150318900001; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOTS 5, 88 7 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9038 PARCEL 'D' OF CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NUMBER L13-005 RECORDED UNDER RECORDING 40. 20130227900005. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SAT10F THE PRELIMINARY PLAT OF TUKWILA SOUTH) 12/04/T7 ®SEGALE PROPERTIES ' A LIMITED LIABILITY COMPANY COMMERCIAL * INDUSTRIAL * AGRICULTURAL • NATURAL RESOURCES P.O. BOX 88028' TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C' TUKWILA, WA. 98188-4798 T 206 575-2000 ' F 206 575-1837 WWN.SEGALEPROPERTIES.0011 SEP 12 2018 Community Development ILA, 4 City of Tukwila Department of Community Development _ 0 6300 Southcenter Boulevard, Tukwila, WA 98188 j Telephone (206) 43136T0 FAX (206)1313665 Email: tukplanD1tukwfa.wa,us CITY OF TUKWILA FILE NO. L17-0068 PARCEL 352304-9041 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. THAT PORTION OF THE SOUTHWEST QUARTER OF 171E SOUTHWEST QUARTER AND OF GOVERNMENT LOT 71N SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF THE COUNTY ROAD INGOVERNMENrLOT 70F SAID SECTION, FROM WHICH POINT THE SOUTNWESTCORNER OF SAID SECTION 35, BEARS SOUTH 00. 5040' WEST 1,048.79 AND NORM 89' 03' 20' WEST 1,65875 FEET, MEASURED RESPECTIVELY AT RIGHT ANGLES TO AND ALONG THE SOUTH UNE OF SAID SECTION; THENCE SOUTH 08' 13' 05' EAST 36.70 FEET; THENCE SOUTH 19' 59' 25' WEST 520.10 FEET; THENCE SOUTH 73' 05' 40' EAST233.32 FEET; THENCE NORTH 18' 29' 55' EAST 474.00 FEET THENCE SOUTH 84' 17' 20' EAST232 FEET, MORE OR LESS, TO THE BANK OF THE GREEN RIVER; THENCE SOUTHERLY AND EASTERLY, ALONG SAID RIVER BANK, TO THE SOUTH UNE OF SAID SECTION 30; THENCE NORTH 89' 03' 20' WEST ALONG SAID SOUTH UNE TO THE EASTERLY LINE OF SAID COUNTY ROAD; THENCE NORTHERLY FOLLOWING SAID ROAD LINE TO THE POINT OF BEGINNING; EXCEPT THATPORT/ON DESCRIBED AS FOLLOWS: BEGINNING AT ME SOUTHWEST CORNER OF SAID SECTION 35; THENCE SOUTH 87' 58' 28'EAST 1,312.95 FEET, ALONG THE SOUTH UNE THEREOF, TO A POINT ON THE EASTERLY UNE OF FRAGER ROAD (40.00 FEET WIDE); THENCE NORTH 01' 54' 58' WEST 145.53 FEET ALONG SAID LINE; THENCE ALONG THE CENTERLINE OF A 20.00 FOOT WIDE EASEMENT FOR PURPOSES OF INGRESS AND EGRESS, THE FOLLOWING COURSES AND DISTANCES: NORTH 88' 05'02' EAST 131.00 FEET TO THE BEGINNING CF A 50.00 FOOT RADIUS CURVE TO THE LEFT; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 62' 10' 00'AND AN ARC LENGTH OF 54.25 FEET; THENCE NORTH 25.55' 02° EAST 13.34 FEET 7.7 THE BEGINNING OF A 50.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 83' 13' 28' AND AN ARC LENGTH OF 44.41 FEET; THENCE SOUTH 70. 51' 32' EAST 121.13 FEET ro THE END OF SAID EASEMENT; THENCE SOUTH 19' 08' 28' WEST 10.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE SOUTH 19' 08' 28' WEST 100.00 FEET; THENCE NORTH 70' 51'32' WEST 100.00 FEET; THENCE NORTH 19' 08'28' EAST 100.00 FEET; THENCE SOUTH 70' 51' 32' EAST 100.00 TO THE TRUE POINT OF BEGINNING, ALSO EXCEPT THAT PORTION THEREOF CONVEYED TO ME CITY OF TUKWILA BY DEDICATION OF RIGHT-OF-WAY DEED RECORDED UNDER RECORDING NO. 20121130002219. TOGETHER WITH THAT PORTION OF VACATED FRAGER ROAD LYING ADJACENT THEREON PER CITY OF TUKWILA ORDINANCE NO. 2239. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING. STATE OF WASHINGTON. (BEING ALL OF PRIVATE ROAD ACCESS TRACT 1, A PORTION OF LOTS 0, 13, 14, 15 & 16, AND ALL OF LOTS 10,17 d 12 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9045 THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH RANGE 4 EAST, W,M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 35 THENCE SOUTH 87' 59' 06' EAST, ALONG THE SOUTH UNE OF SAID SOUTHWEST QUARTER, 835.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 87'59' 06' EAST ALONG SAID SOUTH UNE, 438.99 FEET TO THE WESTERLY MARGIN OF HESS COUNTY ROAD NO. 76; THENCE NORTH 01.53' 23' WEST, ALONG SAID MARGIN, 21674 FEET THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 306 48 FEET, THROUGH A CENTRAL ANGLE OF 02' 52' 12', AN ARC DISTANCE OF 15.35 FEET TO A SURVEY MONUMENT ON THE SOUTH LINE OF THE NORTH 1,089.31 FEET OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35; HENCE NORTH 87' 57' 17' WEST ON THE SOUTH LINE, 331.09 FEET, MORE OR LESS, TO A SURVEY MONUMENT; THENCE NORTH 47' 11' 37 WEST 32.95 FEET; THENCE SOUTH 18' 56' 40" WEST 282.12 FEET TO THE TRUE POINT OFBEGINMNG; TOGETHER WITH THAT PORTION OF VACATED FRAGER ROAD LYING ADJACENT THEREON PER CITY OF TUKWILA ORDINANCE NO. 2239. EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEDICATION OF RIGHT-OF-WAY DEED RECORDED UNDER RECORDING N0. 20121130002219; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SA T3) AND A PORTION OF LOTS 18, 38 d 37 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9049 THE NORTH 490 FEET OF THE EAST 100 FEET OF THAT PORTION OF THE SOUTHWEST QUARTER Of THE SOUTHWEST QUARTER OF SECTION 35 TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH BOUNDARY LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE EAST, W.M., FROM WHICH POINT THE SOUTHWEST CORNER OF SAID SECTION BEARS NORTH 89' 03' 20' WEST, A DISTANCE OF 507.00 FEET,' THENCE ALONG SAID SOUTH LINE SOUTH 89' 03' 20' 04ST TO THE WESTERLYUNE OF COUNTY ROAD; THENCE NORTHEASTERLY ALONG SAID WESTERLY UNE OF SAID COUNTY ROAD, TO ITS INTERSECTION WITH THE EAST LINE OF THE SOUTHWEST OUARTER OF THE SOUTHWEST QUARTER OF SECTION 35; THENCE NORTHERLY ALONG SAID EAST LINE TO THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE WESTERLY ALONG THE NORTH LINE THEREOF, 100.00 FEET; THENCE SOUTHERLY PARALLEL TO THE EAST UNE OF SAID SUBDIVISION 490.00 FEET; THENCE WESTERLY ALONG A LINE PARALLEL TO TOE NORTH LINE OF SAID SUBDIVISION, 1238.3/ FEET MORE OR LESS, TO THE WEST LINE OF SAID SUBDIVISION; THENCE SOUTHERLY ALONG SAID WEST LINE TO ITS INTERSECTION WITH THE NORTHEASTERLY LINE OF THE ORILLLA ROAD EXTENSION: THENCE SOUTHffASTERLYALONG SAID NORTHEASTERLY LINE OF SAID ROAD TO ITS INTERSECTION WITH THE NORTHEASTERLY TINE OF THAT CERTAIN TRACT OF LAND HERETOFORE CONVEYED TO KING COUNTY BY DEED RECORDED IN VOLUME 1522 OF DEEDS, PAGE 526, RECORDS OF KING COUNTY, RECORDED UNDER RECORDING NO.2722034; THENCE SOU 7HEASTERLYALONG SAID NORTHEASTERLY UNE TO AN ANGLE POINT HEREIN THENCE CONTINUING SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID TRACT, 731.2 FEET TO THE PLACE OF BEGINNING; EXCEPT ANY PORTION THEREOF LYING WITHIN A TRACT OF LAND CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO.3353356, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT37 OF THE PREUMINARYPLAT OF TUKWILA SOUTH) PARCEL 352304-9050 MAT PORTION OF GOVERNMENT LOT 71N SECTION 35, TOWNSHIP 23 NGWM, RANGE 4 EAST, W.M., LYING NORTHWESTERLY OF COUNTY ROAD KNOWN AS 57TH AVENUE SOUTH; EXCEPT THAT PORTION THEREOF DESCRIBED AS 00110 VS: BEGINNING AT AN IRON PIPE SET AT THE INTERSECTION OF THE NORTH LINE OF SAID GOVERNMENT LOT 1, WITH ME WEST UNE OF SAID COUNTY ROAD, THENCE WEST ALONG THE SAID NORTH UNE, 210 FEET, MORE OR LESS, TO AN IRON PIPE AT THE FOOT OF THE HILL; THENCE SOUTHERL YALONG THE FOOTOF THE HILL 259 FEET. MORE OR LESS, TO AN IRON PIPE SET IN THE WESTERLYUNE OF THE SAID COUNTY ROAD; THENCE NORTHWESTERLY 313 FEET, MORE OR LESS, ALONG SAID COUNTY ROAD. TO THE TRUE POINT OF BEGINNING: TOGETHER WITH THAT PORTION OF VACATED FRAGER ROAD LYING ADJACENT THEREON PER CITY OF TUKWILA ORDINANCE NO.2230.. EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEDICATION OF RIGHT-OF-WAY DEED RECORDED UNDER RECORDING N0. 20121130002219: 017541E IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINNTON, (BEING A PORTION OF LOT 37 OF THE PRELIMINARY PUT OF TUKWILA SOUTH) PARCEL 352304-9051 THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING EASTERLY OF THE OR/WA ROAD EXTENSION, DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 35 THENCE SOUTH87' 56'00' EASTALONG EAST AND WEST CENTER UNE 900 FEET; THENCE SOUTH 53' 24' 59' WEST 727.57 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH38' 42'02' EAST 1144.83 FEET TO SOUTHUNE OF NORTHWEST QUARTER OF SOUTHWEST QUARTER; THENCE SOUTH 87' 57' 00' EAST ALONG SAID SOUTH UNE-Too-fur TO SOUTHEAST CORNER SAID SUBDIVISION; THENCE NORTH O4' 04' 80' EAST ALONG EAST UNE TO A POINT BEARING SOUTH 85' 56'00' EAST FROM BEGINNING; THENCE NORTH 85' 56' 00' WEST TO THE TRUEPO'NTOF BEGINNING; EXCEPT ANY PORTION LYING WITHIN THAT CERTAIN TRACT CUNVEYED TO CHARLES C. STRONG AND OTHERS, DATED JULY 5 1904, AND RECORDED UNDER RECORDING NO.322573; AND EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SC9 590470 FOR PRIMARY STATE HIGHWAY NO. 1.; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 2 (SAT2) AND A PORTION OF LOT37 OF THE PREUMINARYPLAT OF TUKWILA SOUTH) PARCEL 352304-9065 VOLUME PAGE SHEET 22 OF 23 THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.N., DESCRIBED AS FOLLOWS: BEGINNNG AT INTERSECTION OF EASTERLY MARGIN OF ORIWA COUNTY ROAD EXTENSION WITH SOUTH LINE OF SUBDIVISION; THENCE SOUTH87' 58'28` EAST 165 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 87' 58'28' EAST80FEET; THENCE NORTH 15'00' 00' WEST TO NORTH UNE OF SOUTH 125 FEET OF SAID SUBDIVISION; THENCE NORM 87' 58' 28' WEST80 FEET, THENCE SOUTH 15' 00'00' EAST TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION LYING WITHIN PRIMARY STATE HIGHWAY NO. 1 (SR5) (SOUTH 188TH STREET INTERCHANGE); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT 38 OF ME PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL. 352304-9066 THAT PORTION OF THE SOUTHWEST QUARTER OF SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, WM, DESCRIBED AS FOLLC IS: BEGINMNGAT INTERSECTION CF EASTERLY MARGIN OF OPIUM COUNTY ROAD EXTENSION WITH SOUTH LWE OF SUBDIVISION THENCE EAST ALONG SOUTH LINE 245 FEET TO THE TRUE PONT OF BEGINNING` THENCE CONTINUING EAST ALONG SOUTH UNE TO POINT 507 FEET EASTERLY OF SOUTHWEST CORNER OF SECTION, THENCE NORTH 26' 48' 20' WEST TO NORM LINE OF SOUTH 125 FEET CESUBOIWSION; THENCE NORTH87' 56 28' WEST 86 FEET, MORE OR LESS; THENCE SOUTH 15' 00' 00' EAST TO BEGINNING; EXCEPT MAT PORTION LYING WITHIN PRIMARYSTATE HIGHWAY Na 1(SR 5) (SOUTH 188TH STREET INTERCHANGE), SITUATE IN THE OTYOF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEINGA PORTION OF LOT 38 OF THE PREUNNARYPLAT OF TUKWILA SOUTH) PARCEL 352304-9068 THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35 TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 04. 04' 20' WEST, ALONG THE EASTERLY LINE OF SAID SUBDIVISION, A DISTANCE OF 490 FEET TO ME TRUE POINT OF BEGINNING; THENCE NORM 87' 57' 17' WEST, PARALLEL WITH THE NORTHERLY LINE OF SAID SUBDIVISION. A DISTANCE OF 843.32 FEET TO A POINT WHICH IS SOUTH 87' 57' 1T EAST 495 FEET FROM THE WESTERLY LINE OF SAID SUBDIVISION; THENCE SOUTH 282.00 FEET TO THE THREAD OF A CREEK FLOWING SOUTHEASTERLY: THENCE SOUTH 47' 11' 37' EAST486, 74 FEET TO A POINT ON THE THREAD OF SAID CREEK; THENCE SOUTH 87' 57' 17' EAST 338.78 FEET TO AN INTERSECTION WITH THE WESTERLY MARGIN OF MESS BROS. COUNTY ROAD NO. 76 (57THAVENUE SOUTH) AS PRESENTLY LOCATED AND HAVING A TOTAL RIGHT OF WAY WIDTH OF 40 FEET; THENCE ALONG SAID ROAD MARGIN, ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 308.48 FEET, THE CENTER OF WHICH BEARS SOUTH 821' 40' 12' EAST, AN ARC DISTANCE OF 143.58 FEET; THENCE NORTH 28' 10' 08' EAST 191,48 FEET TO AN INTERSECTION OF SAID ROAD MARGIN WITH THE EASTERLY LINE OF SAID SUBDIVISION; THENCE NORM 04. 04' 20' EAST 289.11 FEET TO THE TRUE POINT OF BEGINNING: TOGETHER WITH THAT PORTION OF VACATED FRAGER ROAD LYING ADJACENT THEREON PER CITY OF TUKWILA ORDINANCE N0. 2239. EXCEPT THAT PORTION THEREOF LYING WITHIN PRIMARY STATE HIGHWAY NO 1 AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 672088; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEDICATION OF RIGHT-OF-WAY DEED RECORDED UNDER RECORDING N0. 20121130002219; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3) AND A PORTION OF LOTS 37 AND 390F THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9078 MAT PORTION OF ME SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE4 EAST CUM., DESCRIBED AS FOLLOWS: BEGINNNG AT THE SOUTHWEST CORNER OF SAID SECTION 35; THENCE NORTH 05' 44' 13' EAST ALONG THE WESTERLY LIMIT OF SAID SECTION 833.82 FEET; THENCE SOUTH 87' 57' 17'EAST PARALLEL TO ME NORM LINE OF SAID SUBDIVISION 433.99 FEET TO THE EASTERLY RIGHT-OF-WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, SOUTH 188TH STREET INTERCHANGE. AND THE TRUE POI' OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 87' 57' 1T EAST 61.01 FEET,' THENCE SOUTH 228.89 FEET TO A POINT ON SAID RIGHT-OF-WAY MARGIN OPPOSITE ENGINEERS STATION JR30-00: THENCE SOUTH82* 48' 30' WEST 59.85 FEET; THENCE NORTH 07' 13' 30' WEST 106.15 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 315 FEET, AN ARC DISTANCE OF 134.83 FEET TO THE TRUE POINT OF BEGINNING, EXCEPT THAT PORTION THEREOF, IF ANY, LYING WITHIN PRIMARY STATE HIGHWAY NO. 1 AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 872088, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SA T3) AND A PORTION OF LOT39 OF ME PRELIMINARY PLAT' OF TUKWILA SOUTH) PARCEL 352304-9090 PARCEL 'C' OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L18-0070 RECORDED UNDER RECORDING 110. 20170(05900032. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON, (BEING A PORTION OF LOT 2 OF THE PREUMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9116 NEW PARCEL 'A' OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L100023 RECORDED UNDER RECORDING 110. 20150716900001: SITUATE IN 7HE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOTS 6 d 7 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9117 THATPORRON OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EASTW.M., DES CRIBEDAS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 35; THENCE SOUTH 87' 58' 28"EAST 1,312.95 FEET, ALONG THE SOUTH LINE THEREOF, TO A POINT ON THE EASTERLY UNE OF FRAGER ROAD (40.00 FEET WIDE); THENCE NORM 01' 54' 58' WEST 745.53 FEET ALONG SAID LINE; THENCE ALONG THE CENTERLINE OF A 20.00 FOOT WIDE EASEMENT FOR PURPOSES OF INGRESS AND EGRESS ME FOLLOWING COURSES AND DISTANCES; NORTH 88' 05' 02' EAST 731.00 FEET TO THE BEGINNING OF A 50.00 FOOT RADIUS CURVE TO THE LEFT; THENCE, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 62.10' 00'AND AN ARC LENGTH OF 54.25 FEET; THENCE NORTH 25' 55'02' EAST 13.34 FEET TO THE BEGINNING OF A 50.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 81' 13' 20' AN ARC LENGTH OF 44.41 FEET; THENCE SOUTH 70' 51' 32' EAST 121.13 FEET TO THE END OF SAID EASEMENT THENCE SOUTH 19' 08'28' WEST 10.00 FEET TO THE TRUE POINTOF BEGINNING; THENCE CONTINUE SOUTH 19' 08' 28' WEST 100.00 FEET; THENCE NORTH 70' 51' 32' WEST 100A0 FEET; THENCE NORTH 19' 08' 28' EAST 100.00 FEET; THENCE SOUTH 70' 51'32'EAST 100.00 FEET TO THE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT 160F THE PREUMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9118 NEW PARCEL 'E' OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L 15- 0023 RECORDED UNDER RECORDING NO. 20150716900001; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOTS 3 AND 4 OF THE PRELIMINARY PLAT OF TUKWILA SOUTIO 12/04/17 SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL ' INDUSTRIAL ' AGRICULTURAL ' NATURAL RESOURCES P.O. BOX 88028 * TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C" TUKWILA, WA. 98188-4798 T 206 575-2000 ' F 206 575-1837 WWW. SEGALEPROPERT TES. COM SEP 12 201� - Commune Y Development \y, City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98168 Telephone (206) 4314670 FAX (206) 431-3665 E-mail: tukplan@tukwila.wa.ue CITY OF TUKWILA FILE NO. 17-0068 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. GENERAL NOTES: 1. DEVELOPMENT AGREEMENT THE PROPERTY THAT IS THE SUBJECT OF THIS PLAT IS SUBJECT TO THE 2009 DEVELOPMENT AGREEMENT BETWEEN LA MANTA LLC ( PREDECESSOR IN INTEREST TO SEGALE PROPERTIES LLC) AND THE CITY OF TUKWILA (KING COUNTY RECORDING NUMBER 20090817000114). THE DEVELOPMENT AGREEMENT SETS FORTH OBLIGATIONS OF BOTH THE CITY AND SEGALE PROPERTIES LLC AND IN NO WAY, DOES APPROVAL OF THIS SUBDIVISION MODIFY OR ALTER THE TERMS OF THE DEVELOPMENT AGREEMENT OR THE OBLIGATIONS OF EITHER PARTY AS SET FORTH THEREIN. 2. THE ARTICLES OF INCORPORATION FOR CAOA, A WASHINGTON NONPROFIT CORPORATION, ARE ON FILE WITH THE STATE OF WASHINGTON. 3. THE CA OA IS CHARGED WITH IMPLEMENTING THE COVENANTS, CONDITIONS AND RESTRICTIONS (CC&R'S) FOR THIS PLAT, WHICH CC&R'S SHALL BE RECORDED ON TITLE. 4. SHORELINE BUFFER SEGALE PROPERTIES LLC HAS CONSTRUCTED LEVEE IMPROVEMENTS THAT ALLOWED FOR THE SHORELINE BUFFER TO BE REDUCED. THEREFORE, THE SHORELINE BUFFER IS THE AREA OCCUPIED TO THE LANDWARD TOE OF THE LEVEE. 5. SEGALE PARK DRIVE C SEGALE PARK DRIVE C IS AN EXISTING PRIVATE ROAD THAT PROVIDES ACCESS TO THE EXISTING SEATTLE SOUTH BUSINESS PARK AS WELL AS FDT-2, 3, AND PHASE 1 LOT 1. AN EASEMENT FOR INGRESS/EGRESS OVER THE EXISTING SEGALE PARK DRIVE C AS SHOWN ON THE FACE OF THE PLAT ARE FOR THE BENEFIT OF FDT-2, 3 AND PHASE 1 LOT 1. 6. FLOOD PLAIN ELEVATION AND FILL PORTIONS OF FDT-5 ARE MAPPED AS WITHIN THE JOHNSON CREEK FLOOD PLAIN. PER FEMA FIRM 053033C0987F, THE JOHNSON CREEK FLOOD PLAIN ELEVATION IS 22 FEET NGVD 1929. THE APPROVED GRADING PLAN, GRADING PERMIT NO. PW10- 084, PROVIDED FOR ALL FINISHED SITE GRADES TO BE ABOVE THE FLOOD PLAIN WITH FINAL SITE GRADES UP TO 34.2 FEET NG VO 1929. 7. RECIPROCAL ACCESS EASEMENTS RECIPROCAL EASEMENTS FOR INGRESS/EGRESS AND UTILITIES, IN THE LOCATIONS SHOWN ON THE PLAT, ACROSS LOTS ARE FOR SHARED ACCESS ONTO SOUTHCENTER PARKWAY OR S. 200TH STREET. 8. NON -BUILDABLE TRACT TRACT NBT-11S NOT SUITABLE FOR DEVELOPMENT DUE TO UNAVAILABILITY OF UTILITIES AND/OR ACCESS. SUCH TRACTS ARE RESERVED BY SEGALE PROPERTIES LLC, ITS SUCCESSORS & ASSIGNS FOR FUTURE DEVELOPMENT, PROVIDED THAT NO DEVELOPMENT SHALL OCCUR NOR WILL THE CITY OF TUKWILA ISSUE ANY TYPE OF DEVELOPMENT PERMITS UNTIL: A) THE PROPERTY OWNER IS GRANTED APPROVAL BY THE CITY OF TUKWILA TO REMOVE THE NON - BUILDABLE BUILDABLE TRACT STATUS BY GOING THROUGH A PLAT ALTERATION PROCESS PURSUANT TO RCW 58.17.215; AND B) UTILITIES AND ACCESS THAT MEET THE CITY OF TUKWILA'S ADOPTED STANDARDS ARE PROVIDED TO THESE TRACTS. THE CITY OF TUKWILA MAKES NO WARRANTIES, REPRESENTATIONS, OR GUARANTEES THAT A FUTURE SUBDMSION, SHORT PLAT OR PLAT ALTERATION ADJUSTMENT APPLICATION WILL BE APPROVED. ANY FUTURE SUBDIVISION, SHORT PLAT OR PLAT ALTERATION ADJUSTMENT WILL HAVE TO COMPLY WITH APPLICABLE CODE PROVISIONS AT THE TAME OF SUBMISSION OF A COMPLETE LAND USE APPLICATION AND THE DEVELOPMENT AGREEMENT BETWEEN THE CITY OF TUKWILA AND SEGALE PROPERTIES LLC. 9. SURFACE WATER CONVEYANCE EASEMENTS ANY FUTURE LOTS WITHIN FDT-7 SHALL. BE REQUIRED TO ALLOW THE CONSTRUCTION AND MAINTENANCE OF A STORM WATER CONVEYANCE SYSTEM ACROSS SAID LOT AT A MUTUALLY AGREED LOCATION, OR PROVIDE CONNECTION POINTS TO ALLOW ABUTTING LOTS WITHIN THE AREA OF FDT-7 TO CONNECT TO THE STORMWATER CONVEYANCE SYSTEM PROVIDING DRAINAGE TO THE SOUTHCENTER PARKWAY TRUNK STORM SEWER, AND SAID CONNECTIONS OR CONVEYANCE POINTS MAY BE, BUT ARE NOT REQUIRED TO BE, LOCATED IN P'RNATE ACCESS TRACT 1. ALL CONVEYANCE AND CONNECTION PROVISIONS CONSTRUCTED ON ANY SUCH LOT SHALL 8E DESIGNED TO PROVIDE FLOW, AT A MINIMUM, WITH THE CAPACITY FOR FULLY DEVELOPED ON -SITE AND OFF -SITE TRIBUTARY AREA TO SAID LOT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 10. SURFACE WATER CONVEYANCE EASEMENTS ANY FUTURE LOTS WITHIN FDT-5 SHALL BE REQUIRED TO ALLOW THE CONSTRUCTION AND MAINTENANCE OF A STORM WATER CONVEYANCE SYSTEM ACROSS SAID LOT AT A MUTUALLY AGREED LOCATION„ OR PROVIDE CONNECTION POINTS TO ALLOW ABUTTING LOTS WITHIN THE AREA OF FDT-5 TO CONNECT TO THE STORMWATER CONVEYANCE SYSTEM PROVIDING DRAINAGE TO THE SOUTHCENTER PARKWAY TRUNK STORM SEWER AND SAID CONNECTIONS OR CONVEYANCE POINTS MAY BE, BUT ARE NOT REQUIRED TO BE, LOCATED IN PRNATE ACCESS TRACT 2. ALL CONVEYANCE AND CONNECTION PROVISIONS CONSTRUCTED ON ANY SUCH LOT SHALL BE DESIGNED TO PROVIDE FLOW, AT A MINIMUM, WITH THE CAPACITY FOR FULLY DEVELOPED ON -SITE AND OFF -SITE TRIBUTARY AREA TO SAID LOT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. VOLUME PAGE SHEET 23 OF 23 11. FUTURE DEVELOPMENT TRACTS TRACTS DESIGNATED WITH THE ACRONYM FDT ARE LANDS THAT INCLUDE ONE OR MORE FUTURE LOTS AND OR NBTS, WHICH LOTS AND TRACTS WILL BE FINALIZED AND RECORDED WITH LATER PHASES OF THE FINAL PLAT. 12. THE CITY OF TUKWILA HAS NO RESPONSIBILITY TO BUILD, IMPROVE, MAINTAIN OR OTHERWISE SERVE THE PRIVATE ROADS OR PRIVATE STORMWATER FACILITIES LOCATED WITHIN THIS PLAT. 13. FIRE, PARK AND TRAFFIC IMPACT FEES, AS APPLICABLE, WILL BE DUE AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. 14. ALL NEW UTILITIES SHALL COMPLY WITH THE CITY OF TUKWILA'S UNDERGROUND ORDINANCE. 15. FINAL STREET NAMES OF THE PRIVATE STREETS SHALL BE DECIDED AT A FUTURE DATE AND SHALL BE MUTUALLY AGREED ON BY THE CITY OF TUKWILA AND THE PROPERTY OWNER. 16. EMERGENCY ACCESS EASEMENT A PERPETUAL NON-EXCLUSIVE EASEMENT FOR EMERGENCY ACCESS IS RESERVED FOR THE BENEFIT OF THE PROPERTY IN THIS PLAT, AND GRANTED TO ALL APPLICABLE GOVERNMENT CORPORATIONS AND DISTRICTS INCLUDING WITHOUT LIMITATION, FIRE, POLICE, AMBULANCE AND RESCUE SERVICES, AND OTHER LAWFUL PRIVATE EMERGENCY SERVICES, IN, ON, OVER, ABOVE, ACROSS AND THROUGH ANY PRIVATE ROADS OR SIDEWALKS IN THE PLAT IN CONNECTION WITH THE PROVISION OF EMERGENCY SERVICES TO THE PLATTED LANDS. 17. "REGIONAL DETENTION TRACTS" (RD-1 AND RD-2) ARE LANDS THAT CONTAIN A REGIONAL DETENTION POND AND RELATED FACILITIES INTENDED FOR THE DETENTION AND TREATMENT OF STORM WATER. 18. "SENSITIVE AREA TRACTS" (SAT-1 TO 5) ARE LANDS THAT PRIMARILY CONTAIN SENSITIVE AREAS WHICH ARE SUBJECT TO NATIVE GROWTH PROTECTION AREA EASEMENTS. 19. "OPEN -SPACE TRACTS" ARE AREAS NOT SUITABLE FOR DEVELOPMENT. OPEN SPACE TRACTS WILL BE OWNED AND MAINTAINED BY SEGALE PROPERTIES LLC AND MAY BE CONVEYED TO AN OWNER'S ASSOCIATION IN THE FUTURE. CONSTRUCTION OF PAVEMENT STRUCTURES SHALL BE PROHIBITED ON OPEN SPACE TRACTS, PROVIDED THAT LIMITED DEVELOPMENT OF TRAILS AND/OR OTHER RECREATIONAL FACILITIES, CONSISTENT WITH APPLICABLE CODES, LAWS AND REGULATIONS, SHALL BE ALLOWED. 12/04/17 / 7-DOa SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL •INDUSTRIAL * AGRICULTURAL • NATURAL. RESOURCES P.O. BOX 88028 • TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C' • TIA(WL..A, WA. 98188-4798 T 206 575-2000 • P 206 575-1837 WWW.SEG4LEPROPERTIES. COVI �Ku P:.voCE- Y ilea+L.-Yi SEP 12 2018 Community Development City of Tukwila Department of Community Development- Jack Pace, Director NOTICE OF DECISION TO: Segale Properties, LLC, Applicant/Owner Clayton P. Graham, Davis Wright Tremaine Michael Mactutis, City of Kent Charlene Anderson, City of Kent Sid Lyons, King County Solid Waste Division King County Assessor, Accounting Division Washington State Department of Ecology Washington State Department of Transportation Highline Water District King County Department of Natural Resources King County Metro Transit Division, SEPA Official Puget Sound Energy Allan Ekberg, Mayor December 6, 2017 This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L17-0068 Applicant: Segale Properties, LLC Type of Permit Applied for: Subdivision, Final Plat Project Description: Request for final subdivision approval for Tukwila South Final Plat - Phase 1, creating a new lot layout and phasing plan for parcels within the Tukwila South Development, located generally in the area bounded by S. 180th Street to the north, South 204th Street to the south, the Green River to the east and Orillia Road and 1-5 to the west. The first phase includes creation of 3 lots; 14 "Future Development Tracts," two "Open - Space Tracts," two "Regional Detention Tracts," five "Sensitive Area Tracts," and one "Non -Buildable Tract." This project originally received subdivision preliminary approval in October 2017 from the Hearing Examiner. The Tukwila City Council held a public hearing on this application December 4th, 2017, and approved the application on the same evening, during a special meeting. Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov NOD: Tukwila South Final Suodivision Plat December 6, 2017 Page 2 Location (Phase 1): Associated Files: Comprehensive Plan Designation/Zoning District: Tukwila South. The area is generally bounded by S 180th St. to the north; S. 204th St. to the south; the Green River to the east; and Orillia Road and Interstate 5 to the west. L17-0031 Preliminary Subdivision E12-008 SEPA L12-027 Preliminary Subdivision (Expired) L12-028 Special Permission — Sensitive Areas L10-014 Sensitive Areas Master Plan (SAMP) L10-025 Shoreline Substantial Development Permit Final Environmental Impact Statement, July 2005 Grading Permits Tukwila South Overlay District with underlying designation of Tukwila Valley South, Low Density Residential, and Mixed Use Office. II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that the project creates a probable significant environmental impact and required preparation of an Environmental Impact Statement (EIS) on the project. Final Environmental Impact Statement issued in 2005. Decision on Substantive Permit: The City Council has determined, following an open record hearing, that the application for a Final Plat does comply with applicable City and state code requirements and has approved that application based on the findings and conclusions contained in the staff report, subject to any conditions which are set forth in the Decision. The Decision on this Application is a Type 5 decision pursuant to Tukwila Municipal Code §18.104.010. Other land use applications related to this project may still be pending. III. YOUR APPEAL RIGHTS No administrative appeal of the City Council Decision is permitted. Any party wishing to challenge the City Council Decision must file an appeal in King County Superior Court pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the City Council decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. IV. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are availablle for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., NOD: Tukwila South Final subdivision Plat December 6, 2017 Page 3 Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Max Baker, who may be contacted at 206-431-3683 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Department of Community Development City of Tukwila City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Affidavit of Distribution Project Name: SEGALE SUBDIVISION FINAL PLAT Project Number: L17-0068 Associated File Number (s):PL17-0024 Date Mailed: 12/7/17 Mailing requested by: MAX BAKER Mailer's signature: ❑ Board of Adjustment Agenda Packet ❑ Notice of Application for ❑ Board of Appeals Agenda Packet Shoreline Mgmt Permit ❑ Determination of Non -Significance Q Notice of Decision ❑ Determination of Significance & ❑ Notice of Public Hearing Scoping Notice ❑ Notice of Public Meeting ❑ Mitigated Determination of Non- ❑ Official Notice Significance ❑ Other: ❑ Notice of Action ❑ Shoreline Mgmt Permit ❑ Notice of Application ❑ Short Subdivision Agenda Parties of Record: SEE ADRESSEES ON NOD LETTER City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Affidavit of Distribution Project Name: Tukwila South —, Final Plat Project Number: L17-0068 Associated File Number (s):PL17-0024 L17-0031 Date Mailed: 10/24/17 Mailing requested by: Max Baker Mailer's signature: ❑ Board of Adjustment Agenda Packet ❑ Notice of Application for ❑ Board of Appeals Agenda Packet Shoreline Mgmt Permit ❑ Determination of Non -Significance ❑ Notice of Decision ❑ Determination of Significance & Scoping Notice ❑ Mitigated Determination of Non - Significance ❑ Notice of Action CX Notice of Application Parties of Record: Q Notice of Public Hearing Notice of Public Meeting ❑ Official Notice ❑ Other: ❑ Shoreline Mgmt Permit ❑ Short Subdivision Agenda Date: City of Tukwila REVISION SUBMITTAL Department of Community Development PLANNING DIVISION 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 1bIiPUC weric1 Revision submittals must be submitted in person at the Permit Center, ACCOMPANIED BY RESPONSE DOCUMENTS AND THIS COMPLETED FORM. Revisions will not be accepted through the mail, email, fax, etc. pLii- Oo6V 04/23/2018 Permit Number: L 17-0082 RECEIVED Project Name: Verizon Wireless Sea O Poncho APR 23 2018 Project Address: 10815 Beacon Ave S TUKWILq Project Contact: Jim Barta Contact Phone number: 503.324.6448 PUBLIC WORKS City Planner: Jonathan Joseph PLEASE ATTACH A COPY OF ANY LETTER REQUESTING CORRECTIONS / ADDITIONAL INFORMATION ❑ Response to Preliminary Approval ❑ Response to letter requesting additional information (Please attach a copy of the letter) ❑ Final Short Plat Submittal Summary of revision/response submittal: Revesion to original approval. Looks to remove RRVS and Coaxial Cables from previous approved modification. dS https://tukwilawa-my sharepoint.com/personaVionathanjoseph_tukwilawa_gov/Documents/Jonathan/l. FORMS/Revision Submittal Form.doc Revised: March 2014 City of Tukwila REVISION SUBMITTAL Department of Community Development PLANNING DIVISION 6300 Sournter Boulevard, Suite #100 e 4f1 8188 Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on 04/20/2018 https://tukwilawa-my.sharepoint.com/personal/jonathanjoseph_tukwilawagov/Documents/Jonathan/I. FORMS/Revision Submittal Form.doc Revised: March 2014 ADDR NAME 3523049119 ADDR-00021 Occupant 3523049119 ADDR-00023 Occupant 3523049119 ADDR-00025 Occupant 3523049119 ADDR-00026 Occupant 3523049061 ADDR-00044 Occupant 3523049031 ADDR-00052 Occupant 3523049031 ADDR-00053 Occupant 3523049119 ADDR-00065 Occupant 3523049119 ADDR-00067 Occupant 3523049119 ADDR-00070 Occupant 3523049119 ADDR-00073 Occupant 3523049119 ADDR-00074 Occupant 3523049119 ADDR-00075 Occupant 3523049107 ADDR-00076 Occupant 3523049123 ADDR-00078 Occupant 3523049123 ADDR-00079 Occupant 3523049037 ADDR-00157 Occupant 3523049115 ADDR-00160 Occupant 3523049115 ADDR-00161 Occupant 3523049116 ADDR-00163 Occupant 3523049014 ADDR-00164 Occupant 3523049082 ADDR-00175 Occupant 3523049119 ADDR-00231 Occupant 3523049119 ADDR-00232 Occupant 3523049119 ADDR-00233 Occupant 3523049119 ADDR-00234 Occupant 3523049115 ADDR-00235 Occupant 3523049115 ADDR-00236 Occupant 2623049067 ADDR-00873 Occupant 2623049067 ADDR-00874 Occupant 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SEGALE PARK B DR 18287 SEGALE PARK B DR 17855 SOUTHCENTER PKWY 17920 SOUTHCENTER PKWY 17950 SOUTHCENTER PKWY 18800 ORILLIA RD S 5805 SEGALE PARK C DR 5811 SEGALE PARK C DR 18500 SOUTHCENTER PKWY 18700 SOUTHCENTER PKWY 18800 SOUTHCENTER PKWY 18270 SEGALE PARK B DR 18300 SEGALE PARK B DR 18325 SEGALE PARK B DR 18340 SEGALE PARK B DR 5835 SEGALE PARK C DR 6155 SEGALE PARK C DR 17501 SOUTHCENTER PKWY 100 17501 SOUTHCENTER PKWY 200 17501 SOUTHCENTER PKWY 300 17501 SOUTHCENTER PKWY 400 17555 SOUTHCENTER PKWY 301 MINKLER BLVD 59015 180TH ST 17601 SOUTHCENTER PKWY 1105 ANDOVER PARK W 1109 ANDOVER PARK W 1113 ANDOVER PARK W 1115 ANDOVER PARK W 1121 ANDOVER PARK W 19809 ORILLIA RD 5 19835 ORILLIA RD S 17672 SOUTHCENTER PKWY 18300 SOUTHCENTER PKWY 17680 SOUTHCENTER PKWY 17686 SOUTHCENTER PKWY 17710 SOUTHCENTER PKWY 17720 SOUTHCENTER PKWY 17740 SOUTHCENTER PKWY 17750 SOUTHCENTER PKWY 17770 SOUTHCENTER PKWY 17770 SOUTHCENTER PKWY 17774 SOUTHCENTER PKWY CITY/STATE TUKWILA WA TUKWILA WA TUKWILA WA 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W PRIME BELVEDERE WEST LLC RAMOS PROPERTIES REYNOLDS STEVEN G ROBBINS HOLDINGS LLC ROBINSON MARILYN J 5 KING CO ACTIVITY CENTER SEGALE PROPERTIES LLC SEGALE PROPERTIES LLC STRENG ASSOCIATES LLC STRESS-TEK INC TBI BUILDING L L C THOMPSON DOUGLAS D TUKWILA HISTORICAL SOCIETY UNION PACIFIC RAILROAD WESTERLUND MARGARET ROSE BI WU YONG XIE+LiYI FANG ZGRAGGEN ANTON JOSEPH+MARIE PROPERTY TAX 19024 62ND AVE S 6013 S 194TH ST 5869 S 194TH ST 58515 194TH ST 19731 RUSSELL RD S 19725 RUSSELL RD S 20431 FRAGER RD S 18424 MILITARY RD 5 P 0 BOX 700 PO BOX 13303 PO BOX 360859 15735 AMBAUM BLVD SW 18430 MILITARY RD S 29100 HALL ST 5129 S 178TH 19731 RUSSELL ROAD S PO BOX 88028 5811 SEGALE PARK DR C 19311 RICHMOND BEACH DR 5920 S 194TH 6412 S 190TH ST 15018 SE 224TH ST 14475 59TH AVE S 1400 DOUGLAS ST STOP #1640 22232 196TH AVE SE 18418 MILITARY RD 5 4503 S 204TH ST KENT WA KENT WA KENT WA KENT WA KENT WA KENT WA KENT WA SEATTLE WA MERCER ISLAND WA DES MOINES WA LOS ANGELES CA BURIEN WA SEATTLE WA SOLON OH SEATTLE WA KENT WA TUKWILA WA TUKWILA WA SHORELINE WA KENT WA KENT WA KENT WA TUKWILA WA OMAHA NE RENTON WA SEATAC WA KENT WA 98032 KC-AdddressPoints 98032 KC-AdddressPoints 98032 KC-AdddressPoints 98032 KC-AdddressPoints 98032 KC-AdddressPoints 98032 KC-AdddressPoints 98032 KCA Table 98188 KCA Table 98040 KCA Table 98198 KCA Table 90036 KCA Table 98166 KCA Table 98188 KCA Table 44139 KCA Table 98188 KCA Table 98032 KCA Table 98138 KCA Table 98188 KCA Table 98177 KCA Table 98032 KCA Table 98032 KCA Table 98042 KCA Table 98168 KCA Table 68179 KCA Table 98058 KCA Table 98188 KCA Table 98032 KCA Table NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA City of Tukwila Notice of Application Information Meeting (November 7th, 2017), and Public Hearing (December 4th, 2017) Final Plat Application for Tukwila South Properties Project Planner: Max Baker at 206.431.3683 or Max.Baker@Tukwilawa.gov File# L17-0031 Applicant: Mark Segale, Segale Properties Property Owner: Segale Properties Project Location: Tukwila South Project Description: Final plat application for the properties commonly referred to as "Tukwila South." A preliminary plat approval was granted for the area on October 11, 2017 to create a new lot layout for 42 existing lots. An Information Meeting is scheduled for project onthe tNovember 7th, 2017 .. at 4:00 pm to be held at 6300 Southcenter Blvd, Suite 100, Tukwila WA. A Public Hearing held by the City Council is scheduled for the project on December 4th, 2017 at 7:00 pm. The public hearing will be held in the City Council Chambers at 6200 Southcenter Blvd, Tukwila WA 98188. You may view the application, request a copy of any decision, comment on the project, and learn your appeal rights by contacting the project planner listed above, or by visiting our offices Monday through Friday, 8:00am to 5:00 pm at DCD, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Mayor's Office - David Cline, City Administrator October 31, 2017 Mark Segale Segale Properties, LLC PO Box 88028 Tukwila WA 98138 Re: Tukwila South Development Agreement 4.5.1 Extension Dear Mark: Allan Ekberg, Mayor You have requested an extension of the deadline for Segale Properties, LLC to submit a plan for trails and bike/pedestrian connections to the City pursuant to Section 4.5.1 of the Tukwila South Development Agreement. This letter is to confirm that your request to extend that deadline to December 31, 2019 has been granted. This extension is being given because development has not yet occurred and, as such, the plan for trails and bike/pedestrian connections is not yet necessary. However, if development is undertaken prior to December 31, 2019, we will need to revisit this issue, and a trail plan may need to be provided to the City sooner. Please let me know if you have any questions. Very truly y David Cline City Administrator cc: Rick Still, Parks and Recreation Director Rachel Turpin, City Attorney Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov SEGAL :GROPER± I A LIMITED LIABILITY COMPANY COMMERCIAL • INDUSTRIAL • AGRICULTURAL •, NATURAL RESOURCES October 19, 2017 Max Baker Assistant Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 RECEIVED OCT 202017 TUKWILA PUBLIC WORKS Re: Tukwila South Final Plat Phase 1 (L17-0068) - Public Works Memorandum Dated October 6, 2017 Final Plat Review Comments Dear Max, Enclosed please find Segale Properties narrative response and supporting exhibits to the City of Tukwila, Public Works Memorandum dated October 6, 2017 regarding the Final Plat Review Comments for the Tukwila South Final Plat. The following exhibits are numbered to correspond to the review comments on the Memo from Public Works: #1.) V 1 of the Tukwila South Phase 1 Utility Detail for Segale Park Drive "C" #2.) City of Tukwila Southcenter Parkway Extension Plan #3, 4, 5, 8, 10.) Tukwila South Project Grading and Master Stormwater Infrastructure Plans # 6, 7.) Sheets ACC-1, ACC-2, C-2, C-3 of the Tukwila South Final Plat Engineering Plans by Goldsmith #11.) Wetland 10 Raedeke Compliance Report #11.) Wetland 11 Raedeke Compliance Report #11.) Johnson Creek CedarRock Compliance Report #11.) Green River Off -Channel Habitat CedarRock and Raedeke Compliance ReportRECEIVED OCT 19 2011 Community Development PO BOX 8 8 0 2 8 • TUKWILA, WA 9 8 1 3 8 • 5 8 1 1 SEGALE PARK DRIVE C • TUKWILA, WA 98188 P 206.575.2000 • F 2 0 6. 5 7 5. 1 8 3 7 • www.segaleproperties.com Thank you for your assistance in this matter. Feel free to contact me if you have any questions at (206) 575-2000. Very truly yours, SEGALE PROPERTIES LLC Mark A. S Enclosures RECEIVED OCT 192011 Community Development MEMORANDUM www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Minnie Dhaliwal, Planning Supervisor Max Baker, Assistant Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer david.mcpherson@tukwilawa.gov DATE: October 6, 2017 SUBJECT: Tukwila South Final Plat Final Plat Review Comments L17-0031 Public Works has the following Final Plat review comments. 1. Provide plan sheet(s) and a Narrative that shows and describes access for Phase 1 (Lot 7). Describe how Lot 7 is legally accessed from Segale Park Drive `C' and any existing or proposed utilities that serve the Lot. Access to Lot 1 is from Segale Park Drive C., a private street that connects to Southcenter Parkway. As shown on Sheet 6 of the Tukwila South Final Plat Phase 1, easement agreement recording number 20151201001414, provides Lot 1 access Ingress/Egress and access to existing utilities located within Segale Park Drive C. Additional information on Lot 1 access can be found on Note #5, located on Sheet 23 of the Tukwila South Final Plat Phase 1. Existing utilities serving Lot 1 are shown on V1 of the Tukwila South Phase 1 Utility Detail for Segale Park Drive "C" attached. 2. Provide plan sheet(s) and a Narrative that shows and describes access and any existing or proposed utilities that serve Phase 1 (Lots 36 & 37). Access for Lots 2 and 3 is directly from Southcenter Parkway. All utilities are existing and are stubbed from Southcenter Parkway onto the Lots. The location of the utility stubs for storm water, sanitary sewer and water are highlighted on the attached City of Tukwila Southcenter Parkway Extension Plan Sheets. Page 1 of 4 RECEIVED OCT 192011 Community Development 3. Provide plan sheet(s) and a Narrative that shows and describes, work that has been approved and completed under Public Works permit no. PW 10-064. Including grading, storm drainage, South storm water facility, North storm water facility, Green River off - channel habitat restoration, Green River Levee Modification, Johnson Creek, and wetland mitigation & planting plans. PW10-064 Narrative Explaining the Portions of the Work 100% Completed. The Tukwila South Project Grading and Master Stormwater Infrastructure Plans are attached highlighting the below narrated work completed for each plan sheet. GR-2 — Grading Area 6 Fill slope on the west side of the grading area, adjacent to SAT5, completed. 18-inch Highline Water District water main relocated. Site fill still on -going to achieve minimum site grade elevation. GR-4 — Grading Area 7 and relocation of S178th St. West cut slope and grading area mass excavation completed. North storm pond excavation completed. City of Tukwila Fire Station Parcel completed. Construction of S.184th Pl. (relocated S. 178th St) was completed under Permit# PW13-036. As-builts were submitted to the City and the ROW and completed street were dedicated to the City on 10/24/13. Site fill still on -going to achieve minimum site grade elevation. GR-6 — Grading Area 8 24-inch storm at the north end of the grading area completed. Site fill still on- going to achieve minimum site grade elevation. GR-6b — Realignment of Segale Park Drive C All work completed per plan. GR-8 — Grading Area 9 Site fill still on -going to achieve minimum site grade elevation. GR-10 -Grading Area 10 Site fill still on -going to achieve minimum site grade elevation. GR-12- Grading Area 11 Storm drainage re-route of system to connect South 200th Street completed. Site fill still on -going to achieve minimum site grade elevation. GR-14 — Grading Area 12 The majority of the excavation and fill of the western 2:1 slope is complete. Storm drains installed per plans. Site fill still on -going to achieve minimum site grade elevation. GR-14a — PSE Substation All grading and utility work completed per plans. Page 2 of 4 RECEIVED OCT 192011 Community Development GR-16 — Grading Area 13 24-inch storm system completed up the all-weather haul road. All-weather haul road completed. Portions of site cut and fills slopes are completed. Site fill still on -going to achieve minimum site grade elevation. GR-19 — Grading Area 14 Site fill still on -going to achieve minimum site grade elevation. GR-21 — Grading Area 15 Site fill still on -going to achieve minimum site grade elevation. HRA-1 — Green River Off -Channel Habitat Restoration Area Grading completed. LM-1; LM-2; LM-2a — Green River Levee Modifications All grading and levee work completed per plans and cross sections. JC-2 — Johnson Creek All grading completed per plan SD-S6; SD-S7 — South Storm Pond The South Pond is currently operating as part of the project TESC system. Pond grading is complete, except for the cross berm where TESC Chitosan treatment facility is located. Pond inlet pipe is complete. Pond emergency overflow piping system is complete. Pond gravity outfall piping system is complete, but to prevent untreated construction storm water discharge, the gravity outfall is blocked at CBSP-5. SD-N1 — North Storm Pond The North Pond is currently operating as part of the project TESC system. Pond inlet piping is complete. Pond secondary overflow structure and piping is complete. Pond gravity outfall piping system is complete, but the gravity outfall is blocked at CB-N3 to prevent untreated construction storm water discharge. 4. Provide plan sheet(s) and a Narrative that shows and describes, work that has been completed under Public Works permit no. PW13-036 for S. 178th Street. See #3 5. Provide plan sheet(s) and a Narrative that shows and describes, work that has been completed adjacent to detention ponds and sensitive areas. See #3 Page 3 of 4 RECEIVED OCT 192011 Community Development 6. Provide Civil plan sheets showing all competed and proposed infrastructure that is required for this Plat. Civil Plan Sheets showing proposed private access roads and utilities to be completed as part of Future Development Tracts (FDTs). See Sheets ACC-1, ACC-2, C-2, and C-3 of the Tukwila South Final Plat Engineering Plans by Goldsmith. 7. Descriptions of work to be completed for future development tracts (FDTs) when next phases come in for final plat. See #6 8. Provide plan sheet(s) and a Narrative that shows and describes, the current status of the Levee, including cubic yards completed & cubic yards remaining. See #3 9. Provide plan sheet(s) and a Narrative that shows and describes, the current status of the Sensitive Area Tracts (SAT). The SATs are shown on the Sensitive Area Master Plan (SAMP) Sheet D-1, submitted on October 11, 2017 with the Segale Properties Tukwila South Final Plat Phase 1 Application. All required mitigation within the SATs has been completed except for a portion of SAT3 buffer. Required maintenance is on -going. Under the SAMP, Segale Properties has provided the City of Tukwila a bond to insure the on -going maintenance obligations will be satisfied. This work will be completed at the time the adjacent Lot is developed. Segale Properties has also provided a bond to ensure completion of the required SAT3 buffer mitigation. To confirm the above mitigation work has been completed, attached please find the compliance reports for Wetland 10, 11, Johnson Creek and Green River Off Channel Habitat. The reports provide narrative and as -built information that the mitigation obligations have been satisfied under the SAMP. 10. Provide plan sheet(s) and a Narrative that shows and describes, the current status of the Regional Detention Ponds (RD1 & RD2). See #3 11. Verify by provided plan sheet(s) and a Narrative that all Wetland Buffers have been meet (or) that a Buffer Reduction Mitigation Plan has been approved by the City. See attached Southcenter Parkway Mitigation plan sheet BP03 and email for reference. See #9 Page 4 of 4 RECEIVED OCT 192011 Community Development CEDAROCK CONSULTANTS, INC. Environmental Consulting FISHERIES COMPLIANCE MONITORING JOHNSON CREEK TUKWILA SOUTH PROJECT Tukwila, Washington Prepared for: Segale Properties LLC P.O. Box 88028 Tukwila, Washington 98138 Prepared by: Cedarock Consultants, Inc. 19609 244th Avenue NE Woodinville, Washington 98077 January 30, 2012 RECEIVED OCT 202017 TUKWILA PUBLIC WORKS RECEIVED OCT 19 2017 Community Development 19609 244th AVENUE NE • WOODINVILLE, WA 98077 • 425/788-0961 411 Tukwila South Project Fisheries Compliance Monitoring — Johnson Creek Tukwila, Washington CONTENTS Page 1.0 INTRODUCTION 1 1.1 Project Location 1 1.2 Pre -Construction Channel Description 1 1.3 Johnson Creek Realignment 3 2.0 COMPLIANCE MONITORING 3 2.:1 Purpose 3 2.2 Methods . 4 3.0 RESULTS 4 4.0 DISCUSSION 6 4.1 Large Woody Debris 6 4.2 Erosion 6 4.:3 Fish Access 6 4.4 Habitat Suitability 7 4..5 Fish Stranding 7 5.0 CONCLUSION 7 6.0 LITERATURE CITED 8 FIGURES Page Figure 1. Vicinity Map 2 TABLES Table 1. As -Built Channel Morphology Data - January 2012 5 Table 2. General LWD Requirements and Compliance 6 Appendix - Field photos taken of Johnson Creek, January 12-13, 2012. January 30, 2012 Segale! Fisheries Compliance Monitoring 013012.doc CEDAROCK CONSULTANTS, INC. Page i Tukwila South Project Tukwila, Washington Fisheries Compliance Monitoring — Johnson Creek Figure 3. Photo taken at Station 60m (200 feet) looking upstream (west Figure 4. Photo taken at Station 90m (300 feet) looking upstream (west). January 30, 2012 Segale/ Fisheries Compliance Monitoring 013012.doc CEDAROCK CONSULTANTS, INC. Page 11 Tukwila South Project Tukwila, Washington Fisheries Compliance Monitoring— Johnson Creek Figure 5. Photo taken at Station 120m (400 feet) looking upstream (west Figure 6. Photo taken at Station 15Om (500 feet) looking upstream (west). January 30, 2012 Segale/ Fisheries Compliance Monitoring 013011.doc CEDAROCK CONSULTANTS, INC. Page 12 Tukwila South Project Tukwila, Washington Fisheries Compliance Monitoring — Johnson Creek Figure 7. Photo taken at Station 180m (600 feet) looking upstream (west Figure 8. Photo taken at Station 210m (700 feet) looking upstream (west). 411/7 oe�el pment January 30, 2012 Segale/Fisheries Compliance Monitoring 013011.doc CEDAROCK CONSULTANTS, INC. Page 13 Tukwila South Project Tukwila, Washington Fisheries Compliance Monitoring — Johnson Creek Figure 9. Photo taken at Station 240m (800 feet) looking upstream (west Figure 10. Photo taken at Station 27Om (900 feet) looking upstream (west January 30, 2012 Segalk/ Fisheries Compliance .Monitoring 013012.doc CEDAROCK CONSULTANTS, INC. Page 14 Tukwila South Project Tukwila, Washington Fisheries Compliance Monitoring — Johnson Creek Figure 11. Photo taken at Station 300m (1000 feet) looking upstream (west Figure 12. Photo taken at Station 330m (1100 feet) looking upstream (west). January 30, 2012 Segale/ Fisheries Compliance Monitoring 013012.doc CEDAROCK CONSULTANTS, INC. Page 15 Tukwila South Project Tukwila, Washington Fisheries Compliance Monitoring — Johnson Creek Figure 13. Overall channel taken from Green River levee looking west. Figure 14. Overall channel taken from Green River cross levee looking east. January 30, 2012 Segale? Fisheries Compliance Monitoring 013012.doc CEDAROCK CONSULTANTS, INC. Page 16 Tukwila South Project Fisheries Compliance Monitoring — Johnson Creek Tukwila, Washington 1.0 INTRODUCTION 1.1 Project Location The Johnson Creek mitigation site is located within the southeast quarter of Section 3 and the southwest quarter of Section 2, Township 22 North, Range 04 East south of the City of Tukwila in King County, Washington (Figure 1). The site is on the Green River valley floor immediately north of S. 204th Street and west of the Green River. 1.2 Pre -Construction Channel Description The mitigation site originally consisted of flat to gently sloped farmland adjacent to the Green River near River Mile (RM) 17.4. The area was mostly undeveloped and in agricultural use. Site elevations within the farmlands range between approximately 15 and 30 feet above sea level. The bed of the Green River adjacent to the site ranges from about 4 to 5 feet above sea level. Johnson Ditch (WRIA 09-0038) is maintained by King County Drainage District #2 as an agricultural drainage ditch. The ditch was constructed sometime before 1917, as meeting records from the Board of Drainage Commissioners show maintenance expenditures underway in the fall of 1917'. General Land Office (GLO) survey maps from 1863 show pre -settlement floodplain in this area was primarily wetland with numerous natural springs and no defined tributary to the Green River (Figure 17 in Collins and Sheikh 2004). The area was described as "an extensive cranberry marsh" in 1863 by GLO surveyors. Under existing conditions, perennial drainage is collected along S. 204`l' Street from adjacent agricultural fields and pastures off -site, from seeps on the hillside to the west on either side of S. 200th Street, and from the Johnson Ditch watershed extending southward off -site (Daley Design 2001). The ditch historically angled northeast away from S. 204th Street on its path to the Green River where it entered via a piped outfall near RM 17.4. Two culverts, a 150-foot long by 24-inch pipe and a 65-foot long by 36-inch pipe carried flow from the ditch under the levee to an outfall located near elevation 15-feet. The outfall was generally believed to be a fish migration barrier except when it was blocked open by debris. In its current (mitigation) condition, Johnson Creek has been realigned to a location closer to S. 204th Street. A new outfall culvert carries flow under the levee and is situated to allow unobstructed fish passage (except during flooding conditions when a flap gate closes). Historically the portion of Johnson Creek channel that was replaced ranged from about 5 feet to about 10 feet wide at the ordinary high water mark (OHWM) and from about 6 inches to about 2 feet deep on average. The channel was highly confined by very steep banks. Channel gradient was approximately 0.1 percent, and substrates consisted of very fine silts and sands. No habitat ' Resolutions passed at the November 1, 1917 special meeting of the Board of Drainage Commissioners of Drainage District Number Two included $960 for construction funding and $1,000 for a maintenance fund. Claims a �� O the December 7, 1917 board meeting include four amounts to three different people for "cleaning ditch."tl ir% January 30, 2012 CEDAROCK CONSULTAN 11CC.1 9 2017 Segale/ Fisheries Compliance Monitoring 013012.doc PQenhmunity Development Tukwila South Project Fisheries Compliance Monitoring — Johnson Creek Tukwila, Washington Seanle,"accrna IntemalCnal Avryon 189231 Sleem St S 2001h SI n `0 2540 St U V 1 g 5 teem sr Angle iakt g � ®p a v1 8 i Y fr a t82nd 5t 'r • Vell y Potge Pad 'gem s1 5 2001h Si 2002 St 5t Pamctn 1. ` 1 Cen1alry S 7511 -. 2 ♦L • Van Chen% � Lar41O Pa14 Anderson Path Figure 1. Vicinity Map (maps.google.com S18001 S1 N 3 S 5 199C L a SA962St 5 1500151 IKEA Sunk II Sw 4Yt St 5 W2.St S tlm Sr 9 s 10511, 51 9 S 1999, St N O'Bnen 5 2121n St 5 20Oe169 E u 620am9 whin c5oear 5212t15I 11i . 1 January 30, 2012 Segale/ Fisheries Compliance Monitoring 013012.doc CEDAROCK CONSULTANTS, INC. Page 2 Tukwila South Project Fisheries Compliance Monitoring — Johnson Creek Tukwila, Washington suitable for spawning was observed during surveys to describe pre -project conditions, although the reach provides medium quality winter and summer rearing opportunities in shallow runs and pools. Water quality in the stream is considered to be poor relative to fish use requirements due to low dissolved oxygen and low pH. The presence of riparian vegetation depended on the last time the ditch was cleaned and dredged. The most recent maintenance by the King County Drainage District No. 2 was primarily for removal of reed canarygrass and took place in September 2001. Several years' growth of willow, Himalayan blackberry, and dense reed canary grass covered most of the banks in a narrow corridor prior to construction. Few fish surveys have specifically targeted the project site. No salmon or trout were recorded in surveys by the City of Tukwila (Jones and Stokes 1990) or the applicant (Daley Design 2000), though agency habitat biologists from King County and WDFW have reportedly observed salmonids in Johnson Ditch in the past. The Priority Habitat and Species database shows no known use of the site but this only indicates no confirmed sightings (WDFW 2004). Electrofishing surveys have recorded observations of threespine stickleback and sculpin (Daley Design 2000). A local resident reported capturing trout from the stream when he was a child some 20 to 30 years ago. 1.3 Johnson Creek Realignment The Johnson Creek mitigation project created a meandering stream channel designed to provide summer rearing and winter refuge habitats. The riparian area was planted and large woody debris was added to the channel to enhance habitat values. A new 182-foot long by 60-inch culvert was set at a flat grade through the Green River levee at an elevation of 8.6-feet. A fish - passable flood gate was installed at the confluence to the Green River to allow fish the ability to migrate through the culvert and into the tributary under most flow conditions. The new Johnson Creek channel connects back into the existing channel near the proposed Wetland 10 and 11 enhancements. The Johnson Creek layout includes a larger outfall culvert through the Green River levee and a slightly higher gradient. Thus, velocities in the new channel are expected to be similar to or slightly higher than existing channel velocities (Larry Karpack, Northwest Hydraulics, personal communication). 2.0 COMPLIANCE MONITORING 2.1 Purpose The purpose of compliance monitoring is to document the physical and biological characteristics of the created stream and off -channel habitat and to verify that all design features, as agreed to in the various plans, have been correctly and fully implemented, and that any changes made in the field are consistent with the intent of the design. RECEIVED OCT 192017 January 30, 2012 Segale/ Fisheries Compliance Monitoring 013011.doc CoP munity ionment CEDAROCK CONSULTANTS, INC. Page 3 Tukwila South Project Fisheries Compliance Monitoring — Johnson Creek Tukwila, Washington 2.2 Methods Compliance monitoring of the new Johnson Creek stream channel was conducted after all work within the channel, including planting of the riparian buffer was complete. Construction took place during late summer and early fall 2011. Planting was ongoing until late in 2011. High water levels in the channel after planting delayed completion of the compliance surveys until early January 2012. As designed, increasing flows in the Green River resulted in flooding of an extended portion of Johnson Creek. It was not until mid -January 2012 that a cold snap resulted in flows low enough in the Green River that most of Johnson Creek could be reasonably surveyed. Due to high water levels, some of the logs were partially submerged making detailed measurements for each log impossible. It was decided to visually estimate log lengths and diameters during this survey. Periodic verification of width and length estimates was made when full measurements could be obtained. Johnson Creek was walked upstream from the new culvert under the levee to the beginning of the new channel, a distance of 360 meters (1,200 feet). A hip chain was used to divide the new channel into twelve 30 meter (100 foot) sections. An orange pin flag was set on the south bank above OHWM with the station location (30M, 60M, etc.). A photograph looking upstream was taken at each station (see appendix). Additional photos of the overall channel were taken looking upstream from atop the levee adjacent to the Green River, and downstream from atop the levee between Johnson Creek and the new stormwater pond. The following observations were made within each 30m section: • Evidence of any significant erosion. • Large woody debris counts including estimated size (length and average diameter), presence of rootball, and position on stream bank (left or right bank). • Average channel width and depth at OHWM. (OHWM was based on the observed water level during mid -January. Some backwatering due to the flow level in the Green River occurred in about a third of the downstream reach of Johnson Creek). Evaluation of the riparian planting areas will be completed by the landscape architect and project wetland biologist and is described further by Raedeke (2005). This compliance report and as -built drawings will be submitted to the City of Tukwila, the Washington Department of Ecology (DOE), Washington Department of Fish and Wildlife (WDFW), and the U.S. Army Corps of Engineers (COE). 3.0 RESULTS Table 1 provides data collected for each 30m (100 foot) monitoring reach. Photographs are provided in the appendix. The following ancillary notes were made during the field visit: • Six salmon carcasses were observed in the channel. All six had been stripped to the bone so no identity was possible. January 30, 2012 Segale/ Fisheries Compliance Monitoring 013012.doc CEDAROCK CONSULTANTS, INC. Page 4 Tukwila South Project Fisheries Compliance Monitoring — Johnson Creek Tukwila, Washington • No substantive changes from the original design plans were noted. • A local resident and King County Drainage Commissioner met during the survey reported seeing several live salmon during the past several months. • Segale staff reported seeing at least a half dozen live salmon in the creek during the late fall and early winter. Table 1 As -Built Channel Morphology Data — January 2012 Station Log Piles Large Woody Debris Significant Erosion (sf) Channel Dimensions Habitat Area (acres) 0 to 30m 0 0 Pieces 0 24 feet wide 30 inches deep 0.054 30 to 60m 1 on RB' 4 Total Pieces - 3 w/rootballs 0 25 feet wide 26 inches deep 0.056 60 to 90m 1 on RB 2 on LB 20 Total Pieces - 6 w/rootballs 0 18 feet wide 22 inches deep 0.041 90 to 120m 2 on RB 14 Total Pieces - 4 w/rootballs 0 15 feet wide 18 inches deep 0.034 120 to 150m 2 on RB 2 on LB 27 Total Pieces - 10 w/rootballs 0 12 feet wide 16 inches deep 0.027 150 to 180m 2 on RB 1 on LB 22 Total Pieces - 6 w/rootballs 0 11 feet wide 14 inches deep 0.025 180 to 210m 2 on RB 2 on LB 28 Total Pieces - 8 w/rootballs 0 12 feet wide 14 inches deep 0.027 210 to 240m 2 on RB 1 on LB 21 Total Pieces - 6 w/rootballs 0 10 feet wide 14 inches deep 0.023 240 to 270m 1 on RB 3 on LB 28 Total Pieces - 8 w/rootballs 0 11 feet wide 14 inches deep 0.025 270 to 300m 2 on RB 1 on LB 22 Total Pieces - 6 w/rootballs - 0 11 feet wide 14 inches deep 0.025 300 to 330m 1 on RB 1 on LB 14 Total Pieces - 4 w/rootballs 0 10 feet wide 14 inches deep 0.023 330 to 360m 0 0 0 12 feet wide 14 inches deep 0.027 Totals 29 Piles (16 RB, 13 LB) 200 Total Pieces 61 w/rootballs 0 14 feet wide 18 inches deep 0.387 Designates side of channel on which log jam is located looking upstream. RB — right bank; LB — left bank. RECEIVED OCT 19101T Comt,,,.• January 30, 2012 Segale/ Fisheries Compliance Monitoring 013012.doc CEDAROCK CONSUL )(Nkinmcent Page 5 Tukwila South Project Fisheries Compliance Monitoring — Johnson Creek Tukwila, Washington 4.0 DISCUSSION The new Johnson Creek channel meets the basic requirements specified in the fmal Tukwila South Project Sensitive Area Master Plan (A.C. Kindig et.al. 2010) and as further described in the Tukwila South Project Fisheries Mitigation Plan (Cedarock 2010). These requirements consist of the creation of 1,200 feet of new meandering stream channel (0.34 acres of aquatic habitat at OHWM), associated flood terraces, 200 pieces of large woody debris meeting specific size criteria, planted riparian habitat along both banks, and a fish -passable culvert under the Green River levee. 4.1 Large Woody Debris Large woody debris counts are compared to project design requirements in Table 2. Total number of pieces and total number of rootballs could be accurately counted and project requirements for both criteria were met or exceeded. The length and diameter of each log was estimated with some verification measurements taken where possible. Total length of each piece had to be estimated in many cases where one end was submerged. Without verifying actual size of each piece of wood, the diameter requirements appear to be exceeded, and it appears probable that length goals were also met based on the estimates that were made. If there is any discrepancy it is minor (a few inches), so the overall intent of the LWD placement program has been satisfied. Table 2. General LWD Requirements and Compliance Log Requirement Required # of pieces Estimated # of pieces Was Goal Met? Diameter — >4" 200 200 Yes Diameter — >8" 160 167 Yes Diameter — >12" 60 83 Yes Length — >6' 200 200 Yes Length —>10' 160 155 to 165 Probably Length — >15' 60 50 to 70 Probably Logs w/ Rootballs 60 61 Yes 4.2 Erosion Channel banks are relatively stable with no large erosive features. Small areas of bank erosion were noted. These areas are primarily a result of the very high groundwater table and the current lack of strong root mass development. No problematic areas were noted in terms of streamside erosion, slumping, or chronic sediment input. 4.3 Fish Access The new flap gate was partially open as designed when the Green River was at a lower winter flow range (around 1,100 cfs). The new culvert was fully backwatered with about 24-inches of water. Given that six or more salmon have already been noted in the new channel, it appears that January 30, 2012 Segale/ Fisheries Compliance Monitoring 013012.doc CEDAROCK CONSULTANTS, INC. Page 6 Tukwila South Project Fisheries Compliance Monitoring — Johnson Creek Tukwila, Washington fish access requirements are currently being met. No large steps in the streambed (greater than 6- inches) over which fish passage might be difficult were observed. 4.4 Habitat Suitability Channel location, sinuosity, widths, depths, and total habitat area meet design requirements. Slightly more habitat area (14 percent) than required was provided. The channel grade is relatively consistent and dominated by riffle and pool habitats. Large woody debris counts meet project goals with a reasonable proportion being in contact with the active stream at low flow. During moderate winter flow rates virtually all the logs were observed in contact with the water. While all the pieces were submerged during a high flow period in December, they remained in the vicinity of the original anchor points (with one exception that was temporarily displaced but returned). 4.5 Fish Stranding No isolated ponding areas or cut-off channels that could be potential stranding hazards were observed. 5.0 CONCLUSION All basic design features have been correctly, fully, and successfully incorporated during construction. No additional tasks are currently required to meet construction design requirements. RECE:VEO OCT 192017 _CmmunDevi pm ni January 30, 2012 Segale/ Fisheries Compliance Monitoring 013012.doc CEDAROCK CONSULTANTS, INC. Page 7 Tukwila South Project Fisheries Compliance Monitoring — Johnson Creek Tukwila, Washington 6.0 LITERATURE CITED A.0 Kindig & Co., Cedarock Consultants, Inc., and Raedeke Associates, Inc. 2010. Tukwila South Project, Sensitive Area Master Plan. Prepared for Segale Properties, Tukwila, WA. Cedarock Consultants, Inc. 2010. Fisheries Mitigation Plan, Tukwila South Project. Prepared for Segale Properties, Tukwila, WA. Collins B. and A. Sheikh. 2004. Historical aquatic habitats in the Green and Duwamish River Valleys (May 17, 2004 Draft). Report to King County Dept. of Nat. Res. and Parks, Seattle, WA. 77p. Daley Design. 2000. Habitat assessment of Johnson drainage ditch. Consultant's report prepared for Mario Segale. August 12, 2000. 2pp plus appendix. Daley Design. 2001. Amended report and habitat assessment of Johnson Creek drainage system. Consultant's report prepared for Mario Segale. February 14, 2001. 3pp plus appendix. Jones and Stokes Associates. 1990. City of Tukwila watercourse ratings data sheets. Consultant's report prepared for the City of Tukwila. October 29, 1990. Raedeke. 2005. Wetland mitigation plan, Tukwila South Development. Consultants report prepared for Mark Segale, La Pianta LLC. Tukwila, WA. 19 pp plus appendices. Washington State Department of Fish and Wildlife (WDFW). 2004. Priority habitats and species database search, April 12, 2004. Olympia, Washington. January 30, 2012 Segalel Fisheries Compliance Monitoring 013012.doc CEDAROCK CONSULTANTS, INC. Page 8 Tukwila South Project Fisheries Compliance Monitoring — Johnson Creek Tukwila, Washington Appendix Field photos taken of Johnson Creek January 12-13, 2012 1 RECEIvE0 OCR 9 201T Devi pmehr January 30, 2012 Segale/ Fisheries Compliance Monitoring 013012.doc CEDAROCK CONSULTANTS, INC. Page 9 Tukwila South Project Tukwila, Washington Fisheries Compliance Monitoring — Johnson Creek Figure 1. Photo taken at Station Om (0 feet) looking upstream (west 09l1120 i5J2 Figure 2. Photo taken at Station 30m (100 feet) looking upstream (west). January 30, 2012 Segale/ Fisheries Compliance Monitoring 013012.doc CEDAROCK CONSULTANTS, INC. Page 10 CEDAROCK CONSULTANTS, INC. Environmental Consulting FISHERIES LONG TERM MONITORING JOHNSON CREEK — YEAR 3 COMPLIANCE MONITORING GREEN RIVER OFF -CHANNEL HABITAT AREA • TUKWILA SOUTH PROJECT Tukwila, Washington Prepared for: Segale Properties LLC P.O. Box 88028 Tukwila, Washington 98138 RECEIVED OCT 202017 Prepared by: TUKWILA Cedarock Consultants, Inc. PUBLIC WORKS 19609 244th Avenue NE Woodinville, Washington 98077 October 10, 2014 19609 244th AVENUE NE • WOODINVILLE, WA 98077 • 425/788-0961 411 Tukwila South Project Fisheries Long -Term Monitoring Tukwila, Washington CONTENTS Page 1.0 INTRODUCTION 1 1.1 Project Location 1 2.0 METHODS 2 2.1 Purpose 2 2.2 Methods 2 3.0 RESULTS ,. 3 3.1 Johnson Creek 3 3.2 GROCHA 5 4.0 DISCUSSION 7 4.1 Johnson Creek 7 4.1.1 Large Woody Debris 7 4.2.1 Erosion 7 4.3.1 Fish Access 7 4.4.1 Habitat Suitability 7 4.5.1 Fish Stranding 7 4.2 GROCHA 8 4.2.1 Areal Extent 8 4.2.2 Large Woody Debris 8 5.0 CONCLUSIONS 8 6.0 LITERATURE CITED 8 FIGURES Page Figure 1. Vicinity Map 1 Figure 2. Complete vegetation coverage over creek 5 Figure 3. Debris stuck on trash rack 5 Figure 4. Green River Off -Channel Habitat Area looking to the north (8/5/2014) 5 TABLES Table 1. Channel Morphology Data — September 5, 2014 4 Table 2. Large Woody Debris Jams in GROCHA — September 5, 2014 6 Appendix - Field photos taken of Johnson Creek and GROCHA, September 5, 2014 - As -built topographic survey October 10, 2014 Segale/Fish Monitoring 2014 101014.doc CEDAROCK CONSULTANTS, INC. Page i Tukwila South Project Fisheries Long -Term Monitoring Tukwila, Washington 1.0 INTRODUCTION 1.1 Project Location The Johnson Creek and Green River Off -Channel Habitat Area (GROCHA) mitigation sites are located on the Green River valley floor in the City of Tukwila in King County, Washington (Figure 1). The Johnson Creek site is immediately north of S. 204th Street. The GROCHA site is immediately north of S. 200th Street. 5 2Gi,'er St a S 200Nr St 5 2055t SI 200015, Li V St Penrcks Cemelny Figure 1. Vicinity Map (bing.com) S2355, Sr tl 51545, 51 s+x*St S1..'St 5 200Br Si W$C4 O oen Foots 21215 51 $ 5212951 S21251 SI October 10, 2014 Segale/ Fish Monitoring 2014101014.doc CEDAROCK CONSULTANTS, INC. Page 1 Tukwila South Project Fisheries Long -Term Monitoring Tukwila, Washington 2.0 METHODS 2.1 Purpose The purpose of long term habitat monitoring is to document physical and biological characteristics of newly created aquatic habitat on an annual basis, and to verify that all habitat quality goals agreed to in the various plans are being met. Any significant adverse changes to instream habitat that would preclude the use of, or cause long term degradation to fish habitat in Johnson Creek or the Green River are to be identified, described, and noted. The purpose of the compliance monitoring at the GROCHA site was to evaluate the new instream and buffer areas immediately after construction. The objectives were to verify that all design features, as agreed to in the various plans, had been correctly and fully implemented, and that any changes made in the field were consistent with the intent of the design. 2.2 Methods Monitoring to evaluate the success of instream habitat creation will take place once each summer for the first five years after construction. Monitoring shall evaluate each of the following factors: • Channel and Bank Erosion • Fish Access • Habitat Suitability • Fish Stranding • Riparian Vegetation Methods and performance standards are further described in the Fisheries Mitigation Plan (Cedarock 2010) and Fisheries Monitoring Plan (Cedarock 2005) developed for the project. Johnson Creek was walked upstream from the new culvert under the levee to the end of the new channel, a distance of 360 meters (1,200 feet). Orange pin flags set above OHWM on the south bank during the post -construction survey (Cedarock 2012) were originally used to designate station location every 100 feet (30M). These pin flags have mostly been lost due to the very rapid vegetation growth, so subsequent station locations were estimated by measuring distances from the two nearest flags and referring to the notes and previous photographs. A photograph looking upstream was taken at each station (see appendix). Additional photos of the overall channel were taken looking upstream from atop the levee adjacent to the Green River, and downstream from atop the levee between Johnson Creek and the new stormwater pond. October 10, 2014 Segak/Fish Monitoring 2014101014.doc CEDAROCK CONSULTANTS, INC. Page 2 Tukwila South Project Fisheries Long -Term Monitoring Tukwila, Washington The following observations were made within each 30m section: • Evidence of any significant erosion. • Large woody debris counts including estimated size (length and average diameter), presence of rootball, and position on stream bank (left or right bank). • Average channel width and depth at OHWM. (OHWM was based on the observed water level. No backwatering due to the flow level in the Green River was observed). • Canopy cover percentage at centerline of stream channel. The GROCHA site was walked upstream to count LWD pieces and to look for signs of erosion. An overall photo composite was also made within a few weeks post -construction to document starting conditions (see Figure 4 and appendix). Evaluation of the riparian planting areas is being completed by the landscape architect and project wetland biologist and is described further by Raedeke (2005). This monitoring report will be submitted to the City of Tukwila, the Washington Department of Ecology (DOE), Washington Department of Fish and Wildlife (WDFW), and the U.S. Army Corps of Engineers (COE). 3.0 RESULTS 3.1 Johnson Creek Table 1 provides data collected for each 30m (100 foot) monitoring reach. Photographs are provided in the appendix. The following ancillary notes were made during the field visit: • Riparian vegetation coverage and density continues to expand quickly. Vegetation in most areas has reached and exceeded the channel edge. Canopy cover provides complete overwater coverage in some areas (see figure below). • Most of the large woody debris was entirely obscured with dense vegetation. Where jams appeared to be relatively unchanged, a decision was made not to damage the vegetation as would be necessary to get detailed counts and measurements. In any case, no logs were reported downstream on the trash rack this year as would be the case if any broke free. • Sand and silt is still present in some of the areas as expected, but large patches of gravel were still observed. The lower 300 feet was mostly covered with gravel this year. • No bank failures or erosion were observed. • Several hundred juvenile salmonids (likely resident trout) were observed in Johnson Creek throughout the survey reach. • Water temperature is relatively warm (18 °C) with no turbidity. • Deep pools (to 3-feet) have formed downstream of a few of the rock weirs. • No fish passage issues were noted with the slight exception of grasses and twigs stuck to the trash rack (see photo below). The condition may be self-cleaning as the Green River rises and backwaters the lower section of Johnson Creek. The rack should be checked on occasion and cleaned as necessary. October 10, 2014 Segale/ Fish Monitoring 2014 101014.doc CEDAROCK CONSULTANTS, INC. Page 3 Tukwila South Project Tukwila, Washington Fisheries Long -Term Monitoring Table 1 Channel Morphology Data — September 5, 2014 Station Log Piles Large Woody Debris Significant Erosion (sf) Water Surface Dimensions Canopy Cover 0 to 30m 0 0 Pieces 0 4 feet wide 6 inches deep 0% 30 to 60m 1 on RB1 4 Total Pieces - 3 w/rootballs 0 5 feet wide 6 inches deep 5% 60 to 90m 1 on RB 2 on LB 20 Total Pieces - 6 w/rootballs 0 5 feet wide 8 inches deep 50% 90 to 120m 2 on RB 14 Total Pieces - 4 w/rootballs 0 5 feet wide 9 inches deep 60% 120 to 150m 2 on RB 2 on LB 27 Total Pieces - 10 w/rootballs 0 7 feet wide 4 inches deep 70% 150 to 180m 2 on RB 1 on LB 22 Total Pieces - 6 w/rootballs 0 5 feet wide 6 inches deep 75% 180 to 210m 2 on RB 2 on LB 28 Total Pieces - 8 w/rootballs 0 7 feet wide 7 inches deep 60% 210 to 240m 2 on RB 1 on LB 21 Total Pieces - 6 w/rootballs 0 8 feet wide 7 inches deep 10% 240 to 270m 1 on RB 3 on LB 28 Total Pieces - 8 w/rootballs 0 8 feet wide 9 inches deep 50% 270 to 300m 2 on RB 1 on LB 22 Total Pieces - 6 w/rootballs - 0 7 feet wide 7 inches deep 40% 300 to 330m 1 on RB 1 on LB 14 Total Pieces - 4 w/rootballs 0 8 feet wide 5 inches deep 20% 330 to 360m 0 0 0 7 feet wide 5 inches deep 40% 'Totals 29 Log Piles (16 RB, 13 LB) 200 Total Pieces 61 w/rootballs 0 6 feet wide 7 inches deep 40% Designates side of channel on which log jam is located looking upstream. RB — right bank; LB — left bank. October 10, 2014 Segale/Fish Monitoring 2014 101014.doc CEDAROCK CONSULTANTS, INC. Page 4 Tukwila South Project Tukwila, Washington Fisheries Long -Term Monitoring Figure 2. Complete vegetation coverage over creek now occurs in many areas Figure 3. Debris stuck on trash rack 3.2 GROCHA Final grading of the off -channel area has just been completed and planting was ongoing (see Figure 4). LWD was in place both in the nearshore area and the engineered log jams placed mid -river. The nearshore LWD consisted of 14 piles ranging in size from 5 to 14 pieces. All logs were measured aid counted. A total of 107 nearshore pieces were noted including 44 with attached rootballs. This exceeds the requirement for a total of 100 pieces including 40 with attached rootballs. The engineered log jams contained a total of 15 logs, all of which had attached rootballs. Thee center of each buffer log jam was surveyed as was the top anchor block of each instream turning log jam (see appendix). Figure 4. Green River Off -Channel Habitat Area looking to the north (8/5/2014) October 10, 2014 Segole/ Fish Monitoring 2014101014.doc CEDAROCK CONSULTANTS, INC. Page 5 Tukwila South Project Tukwila, Washington Fisheries Long -Term Monitoring Table 2 Large Woody Debris Jams in GROCHA — September 5, 2014 Jam Locations Total # Pieces Total # Pieces w/ Rootballs Bank #1 8 8 Bank #2 8 8 Bank #3 8 4 Bank #4 8 2 Bank #5 5 2 Bank #6 8 2 Bank #7 7 1 Bank #8 5 2 Bank #9 8 2 Bank #10 6 2 Bank #11 7 3 Bank #12 6 2 Bank #13 9 3 Bank #14 14 3 Totals 107 44 Instream #1 3 3 Instream #2 3 3 Instream #3 3 3 Instream #4 3 3 Instream #5 3 3 Instream #6 3 3 Instream #7 3 3 Instream #8 3 3 Instream #9 3 3 Totals 27 27 Counts start at the south (downstream) end. October 10, 2014 Segale/Fish Monitoring 2014 101014.doc CEDAROCK CONSULTANTS, INC. Page 6 Tukwila South Project Fisheries Long -Term Monitoring Tukwila, Washington 4.0 DISCUSSION 4.1 Johnson Creek The Johnson Creek channel meets all requirements specified in the Tukwila South Project Fisheries Mitigation Plan (Cedarock 2010). Details are provided below. 4.1.1 Large Woody Debris Large woody debris counts are provided in Table 1. Not every piece was observed this year due to the very dense vegetation. However, all jams were noted and there was no evidence of missing pieces (e.g. broken chains, major shifting, loose logs, logs caught on debris catcher). While some minor shifting of some logs has occurred, the total number of logs in each jam, and in each segment are believed to be the same as during the compliance survey (Cedarock 2012). 4.2.1 Erosion Channel banks are stable with no large erosive features. Repairs to the small area of bank erosion noted in 2012 near the culvert under the levee created a stable, well -vegetated situation with no further erosion observed. No problematic areas were noted in terms of streamside erosion, slumping, or chronic sediment input. 4.3.1 Fish Access The Green River was at a lower summer flow (about 360 cfs) and the flap gate was partially open as designed. Flow in the culvert was moving slowly with about 3-inches of water. It appears that fish access requirements are currently being met. No large steps in the streambed (greater than 6-inches) over which fish passage might be difficult were observed in the channel. 4.4.1 Habitat Suitability Channel location, sinuosity, widths, depths, and habitat condition meet design requirements. The channel grade is maintaining a relatively consistent slope and dominated by riffle/run complexes with a few small areas of pool habitat. Large woody debris counts meet project goals with some still being in contact with the active stream at low flow. Substrate is maintaining gravel and cobble fractions at a higher proportion than originally expected given the extensive source of fine material upstream. Riparian coverage is improving very quickly as plants near the channel are now beginning to overhang the water in many areas, and have started to create a closed canopy in some areas. Canopy cover measurements have begun to climb rapidly with the average going from a few percent last year to 40 percent this year. 4.5.1 Fish Stranding No isolated ponding areas or cut-off channels that could be potential fish stranding hazards were observed. October 10, 2014 Segale/Fish Monitoring 2014 101014.doc CEDAROCK CONSULTANTS, INC. Page 7 Tukwila South Project Fisheries Long -Term Monitoring Tukwila, Washington 4.2 GROCHA 4.2.1 Areal Extent The mitigation plan required development of a 7-acre off -channel habitat area of which a minimum of 2.4-acres must be below the ordinary high water elevation of 14-feet. A post - completion survey of the topographic area (see appendix) found that the newly created and enhanced area is slightly over 7 acres. The area below OHW is 3.03 acres. Both project size requirements have been met. 4.2.2 Large Woody Debris The total number of logs found on the banks was 107 pieces which exceeds the requirement for 100 total pieces. Forty-four (44) of the logs had rootballs. This also exceeds the requirement for 40 logs with rootballs. Another 27 logs, all of which have rootballs were located on the turning jams in the mainstem of the Green River. 5.0 CONCLUSIONS The Johnson Creek channel is meeting all performance standards outlined in the Fisheries Mitigation Plan. No additional tasks are currently required to meet design requirements. Construction of the GROCHA has been completed and exceeds standards required in the Fisheries Mitigation Plan. No significant deviations from the plans were observed. 6.0 LITERATURE CITED Cedarock Consultants, Inc. 2005. Fisheries Monitoring Plan, Tukwila South Project. Consultant report prepared for Segale Properties, Tukwila, WA. Cedarock Consultants, Inc. 2010. Fisheries Mitigation Plan, Tukwila South Project. Consultants report prepared for Segale Properties, Tukwila, WA. Cedarock Consultants, Inc. 2012. Fisheries Compliance Monitoring, Johnson Creek, Tukwila South Project. Consultant report prepared for Segale Properties, Tukwila, WA. January 30, 2012. Raedeke. 2005. Wetland mitigation plan, Tukwila South Development. Consultants report prepared for Mark Segale, La Pianta LLC. Tukwila, WA. 19 pp plus appendices. October 10, 2014 Segale/Fish Monitoring 2014 101014.doc CEDAROCK CONSULTANTS, INC. Page 8 Tukwila South Project Fisheries Long -Term Monitoring Tukwila, Washington Appendix Field photos taken of Johnson Creek and GROCHA September 5, 2014 Photos of Johnson Creek were taken at approximately the same locations as photos from the three previous post -construction monitoring surveys completed in January 2012, August 2012, and August 2013. October 10, 2014 Segale/ Fish Monitoring 2014 101014.doc CEDAROCK CONSULTANTS, INC. Page 9 Tukwila South Project Tukwila, Washington Fisheries Long -Term Monitoring Figure 1. Photo taken at Station Om (0 feet) looking upstream (west). Figure 2. Photo taken at Station 30m (100 feet) looking upstream (west). October 10, 2014 Segale/ Fish Monitoring 2014101014.doc CEDAROCK CONSULTANTS. INC. Page 10 Tukwila South Project Tukwila, Washington Fisheries Long -Term Monitoring Figure 3. Photo taken at Station 60m (200 feet) looking upstream (west). Figure 4. Photo taken at Station 90m (300 feet) looking upstream (west). October 10, 2014 Segale/ Fish Monitoring 2014 101014.doc CEDAROCX CONSULTANTS, INC. Page 11 Tukwila South Project Tukwila, Washington Fisheries Long -Term Monitoring Figure 5. Photo taken at Station 120m (400 feet) looking upstream (west Figure 6. Photo taken at Station 150m (500 feet) looking upstream (west). October 10, 2014 Segale/ Fish Monitoring 2014 101014.doc CEDAROCK CONSULTANTS, INC. Page 12 Tukwila South Project Tukwila, Washington Fisheries Long -Term Monitoring Figure 7. Photo taken at Station 180m (600 feet) looking upstream (west). Figure 8. Photo taken at Station 210m (700 feet) looking upstream (west). October 10, 2014 Segole/Fish Monitoring 2014 101014.doc CEDAROCK CONSULTANTS, INC. Page 13 Tukwila South Project Tukwila, Washington Fisheries Long -Term Monitoring 14 ,„" " • Figure 9. Photo taken at Station 240m (800 feet) looking upstream ,.;• 5 ,-5 P west Figure 10. Photo taken at Station 270m (900 feet) looking upstream (west). October 10, 2014 Segole/ Fish Monitoring 2014 101014.doc CEDAROCK CONSULTANTS, INC Page 14 Tukwila South Project Tukwila, Washington Fisheries Long -Term Monitoring Figure 11. Photo taken at Station 300m (1000 feet) looking upstream (west Figure 12. Photo taken at Station 330m (1100 feet) looking upstream (west October 10, 2014 Segale/ Fish Monitoring 2014 101014.doc CEDAROCK CONSULTANTS, INC. Page 15 Tukwila South Project Tukwila, Washington Fisheries Long -Term Monitoring Figure 13. Change in overall channel conditions looking west (Left-2013; Right-2014). Photos taken from the Green River levee. Figure 14. Change in overall channel conditions looking east (Left-2013; Right-2014). Photos taken from the Green River cross levee. October 10, 2014 Segale/ Fish Monitoring 2014 101014.doc CEDAROCK CONSULTANTS, INC. Page 16 Tukwila South Project Tukwila, Washington Fisheries Long -Term Monitoring Figure 15. GROCHA looking to the south. Figure 16. GROCHA looking to the north (See Figure 4 in main body of report) Post Completion Survey (see attached below) October 10, 2014 CEDAROrK CONSULTANTS, INC. Segale/ Fish Monitoring 2014 101014.doc Page 17 0e p55 51 • 15 GREEN RIVER OFF-CHAWE HABITAT AFEA AS -BUILT 0/03/14 ® SEoALE PROPERTIES naoVA sR :Fuim.4T4"Free woo ...ABWIPIESas• SOUTH 200th ST. THIS DRAWING IS THE PROPERTY W SEGALE PROPERTIES, INC. IT IS LENT AND IS TO BE RETURNED UPON REMEST. TIE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERTY Cr SEGALE PROPERTIES, INC AND SHALL NOT BE USED. DISCLOSED TO OTHERS, OR COPIED, M WHOLE OR IN PART. WITHOUT WRITTEN PERMISSION WETLAND MITIGATION COMPLIANCE MONITORING Tukwila South Wetland 10 and Johnson Creek Tukwila, Washington U.S. Army Corps of Engineers Permit 2004-1358 WDOE Water Quality Certificatllon Order 2877 RECEIVED OCT 20 2017 TUKWILA PUBLIC WORKS December " 3; 0 1 _ 20/7 RAEDEKE ASSOCIATES, INC. ° ��i ,m�r� rt 41.11 Report To: Title: Mr. Mark Segale Segale Properties LLC P.O. Box 88028 Tukwila, WA 98138 Wetland Mitigation Compliance Monitoring Report for Tukwila South, Wetland 10 and Johnson Creek, Tukwila, Washington Project Number: 2001-014-005 Prepared By: RAEDEKE ASSOCIATES, INC. 9510 Stone Avenue N Seattle WA 98103 (206) 525-8122 Date: December 13, 2011 Project Manager: Project Personnel: Christopher W. Wright, B.S. Soil and Wetland Scientist Kenneth J. Raedeke, Ph.D. Certified Senior Ecologist, ESA Emmett Pritchard, B.S. Wetland Ecologist Joel Merriman, M.S. Wildlife Biologist Anne Cline, M.L.A. Landscape Designer Richard W. Lundquist, M.S. Wildlife Biologist J f { TABLE OF CONTENTS Page LIST OF FIGURES I LIST OF PHOTOS V TUKWILA SOUTH — WETLAND 10 AND JOHNSON CREEK 1 MITIGATION SITE SUMMARY 1 1.0 INTRODUCTION 1 1.1 Location 2 1.2 Overall Mitigation Goals and Objectives 2 1.3 Objectives of the Wetland 10 and Johnson Creek Mitigation Sites 3 2.0 METHODS 4 2.1 Vegetation Sample Plots 4 2.2 Photographic Reference Points 4 2.3 Hydrologic Sampling 4 3.0 RESULTS 5 3.1 Plant Substitutions 5 3.2 Vegetation Sampling 6 3.2 Hydrology 7 3.3 Other Mitigation Elements 8 4.0 CONCLUSIONS 9 5.0 RECOMMENDATIONS 10 6.0 LIMITATIONS 11 7.0 LITERATURE CITED 12 FIGURES and PHOTO PLATES 13 APPENDIX A: APPENDIX B: iii r r r L LIST OF FIGURES Figure Page 1. Regional and Vicinity Map 13 2. Wetland 10 — As -Built Grading Plan 14 3. Johnson Creek — As -Built Grading Plan 15 4. Wetland 10 — As -Built Planting Plan 16 5. Johnson Creek — As -Built Planting Plan 17 iv rI LIST OF PHOTOS Page PHOTO PLATE 1: Photo 1. Wetland 10 mitigation site grading 18 Photo 2. Wetland 10 mitigation site snag and temporary irrigation 18 Photo 3. Wetland 10 mitigation site log 18 Photo 4. Wetland 10 mitigation site brush pile 18 PHOTO PLATE 2: Photo 5. Johnson Creek mitigation site grading 19 Photo 6. Johnson Creek mitigation site in -stream structure installation 19 Photo 7. Johnson Creek mitigation site jute matting 19 Photo 8. Johnson Creek mitigation site culvert replacement 19 PHOTO PLATE 3: Photo 9. Wetland 10 mitigation site photo point 10-1A 20 Photo 10. Wetland 10 mitigation site photo point 10-1B 20 Photo 11. Wetland 10 mitigation site photo point 10-2A 20 Photo 12. Wetland 10 mitigation site photo point 10-3C 20 PHOTO PLATE 3: Photo 13. Johnson Creek mitigation site photo point JC-1C 21 Photo 14. Johnson Creek mitigation site photo point JC-2A 21 Photo 15. Johnson Creek mitigation site photo point JC-3A 21 Photo 16. Johnson Creek mitigation site photo point JC-3D 21 i v i Photo 1. Wetland 10 mitigation site grading. Protective fence is in foreground. 08/15/2011. Photo 3. Wetland 10 mitigation site log installation. 09/02/2011. U:12011-014 — Tukwila SouthlCompliance MonitoringlPhoto Plate 1.doc. Draft of 12/01/2011 Photo 2. Wetland 10 mitigation site snag and temporary irrigation installation. 10/12/2011. Photo 4. Wetland 10 mitigation site brush pile installation. 10/13/2011. Photo Plate 1 r- ) Wetland Creation PEMA-2 - Palustrine emergent (Semi -permanently Flooded) (Approx. 0.22 Ac.) PSS-4 - Palustrine scrub -shrub (Approx. 0.17 Ac.) PFO-4 - Palustrine forested (Approx. 0.68 Ac.) SS-1 scrub -shrub (Approx. 1.22Ac.) FO-1 forested (Approx.1.18Az.) , LEGEND --S- TRANSECT t PLOT LOCATIONS Q PHOTO-PONT LOCATIONS (100' INTERVALS) ELEV. COMM - NRVD. 2A sn 120 J 1 D mma 5 TUKWILA SOUTH — WETLAND 10 AND JOHNSON CREEK MITIGATION SITE SUMMARY USACE Permit WDOE Permit WDFW HPA General Site Information NWS 2004-1358 City of Tukwila Permit Responsible Party Water Quali Certification Order No. 2877 00000G 1599-2 Total Area and Type of Project Impacts Area and Type of Mitigation provided within Wetland 10 and Johnson Creek Impact Location Mitigation Location Latitude and Longitude Monitoring Period Year of Monitoring PW10-064 Segale Pr_perties LLC 9.3 acres of USACE jurisdictional wetlands and other waters of the U.S. including 8.23 acres of PEM/PSS/PFO wetlands and 1.07 acres of stream channels Also 0.03 acres of non-USACE jurisdictional PFO wetlands. Wetland 10: 11.17 acres of PEM/PSS/PFO wetland rehabilitation and wetland buffer enhancement. Johnson Creek: 1.07 acres of PEM/PSS/PFO wetland creation; 3.1 acres of upland buffer enhancement West of the Green River, east of Orilla Rd., between S. 178th Street and S. 204th Street, Tukwila, WA West of the Green River, east of Orilla Rd., north side Of S.204th Street, Tukwila, WA 47.2549 N, 122.1557 W 2011 to 2021 As -Built, 0 of 10 Tukwila South - Wetland 10 & Johnson Creek Wetland Mitigation Compliance Monitoring Report Raedeke Associates, December 13, 2011011 1.0 INTRODUCTION This report provides the results of the compliance monitoring of the Wetland 10 and Johnson Creek mitigation areas created to partially compensate for the permitted wetland impacts on the Tukwila South property, as described in the Tukwila South Project Wetland Mitigation Plan (A.C. Kindig and Company and Raedeke Associates, Inc. 2005, rev. 2011). Permits include an Individual 404 Permit from the U.S. Army Corps of Engineers (COE #2004-01358), a 401 Water Quality Certification from the Washington Department of Ecology (DOE #2877), a Hydraulic Project Approval from the Washington Departmetn of Fish and Wildlife (WDFW #G1599-2) and the City of Tukwila Public Works Construction Permit (PW10-064). Development of the Tukwila South site resulted in the loss of a total of 8.26 acres of palustrine emergent, palustrine scrub -shrub, and palustrine forested wetlands. Of the 8.26 acres of wetlands that were affected, 0.03 acres area isolated closed depressional wetlands that were determined to be non jurisdictional by the U.S. Army Corps of Engineers (USACE). Permits authorizing impacts to USACE non jurisdictional wetlands were obtained by the applicant from the Washington Department of Ecology (WDOE), Washington Department of Fish and Wildlife (WDFW), and the City of Tukwila. A total of 7.47 acres of wetlands that were filled were degraded agricultural fields. Site development also resulted in the filling or relocation of 7,127 linear feet of five watercourses, including the Johnson Creek Ditch, comprising a total area of 1.07 acres of other waters of the U.S. under the jurisdiction of the USACE. Mitigation provided by the Wetland 10 and Johnson Creek sites comprises the initial phase of mitigation to be installed as compensation for the overall project impacts. Mitigation provided by the Wetland 10 site is intended to compensate for impacts to on - site wetlands from project development. Mitigation credit for wetlands that have been created adjacent to the restored and realigned Johnson Creek are not claimed by the project. This wetland creation was instead included as part of the Johnson Creek riparian buffer enhancement intended as mitigation for project impacts to on -site fish habitat. Additional mitigation for the project will be provided during subsequent years through the rehabilitation and enhancement of Wetland 11 located south of South 204th Street and the creation of the 7-acre Green River Off -Channel Habitat Area adjacent to the Green River, including 1.99 acres of new riverine wetlands. The purpose of this report is to verify whether all design features, including grading, placement of habitat structures, planting, installation of BMP's and mitigation site protection measures, as agreed to, were correctly and fully implemented within the Wetland 10 and Johnson Creek mitigation sites in a manner consistent with the approved plans. Documentation of installation of in -stream habitat features such as rock weirs, log jams, fish spawning habitat, and a fish -friendly flood -gate connection to the Green River is to be provided in a separate report prepared by Cedarock Consultants, Inc. Tukwila South — Wetland 10 & Johnson Creek Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 13, 2011 • ri i i This report documents any changes made in the field and verifies whether they were consistent with the intent of the design of the mitigation plan. This report also provides the "as -built" plan, which documents any changes in the planting plan and design elements. This report, including the "as -built" plan, thus serves to document the "time - zero" condition of the wetland mitigation and buffer restoration provided within Wetland 10 and Johnson Creek, which marks the beginning of the 10-year, long-term monitoring period. 1.1 LOCATION The mitigation sites are located north of S. 204`h Street, west of Frager Road in the City of Tukwila, Washington, within Section 3, Township 22 North, Range 4 East, W. M. (Figure 1). 1.2 OVERALL MITIGATION GOALS AND OBJECTIVES The goal of the approved Final Wetland Mitigation Plan (A.C. Kindig and Company, and Raedeke Associates, Inc. 2005, 2011) is compensation for the loss of 8.26 acres of wetland habitat through the creation, restoration, and enhancement of palustrine forested, scrub -shrub, and emergent wetlands by planting of native wetland plant species. Wetland functions to be enhanced are plant species richness and structural diversity, which would be expected to benefit wildlife habitat. Other wetland functions to be enhanced include stormwater storage, water quality protection, and food chain support. The mitigation areas are designed to establish plant communities resembling native wetland habitats typical of the Puget Sound lowlands. The mitigation areas are also designed to be low maintenance, self-sustaining communities that should be allowed to develop through natural successional processes. The general goals of the mitigation plan are to: (1) compensate for project impacts to forest, shrub, and farmed emergent wetlands; (2) compensate for wildlife habitat impacts by providing new habitats that increase the overall wetland functional capacity of the site; and (3) provide long-term protection to the mitigation sites. The objectives of the overall mitigation plan are as follows: • Creation of approximately 1.99 acres of palustrine wetland; • Rehabilitation and enhancement of approximately 29.16 acres of degraded wetland by planting of native tree and shrub species; • Enhancement of approximately 18.04 acres of protective buffers by planting native trees and shrubs. Tukwila South — Wetland 10 & Johnson Creek Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 13. 2011 I1 J Achieving these goals and objectives will result in no net loss of wetland habitat, and will provide wetland acreage with functions and values greater than current site conditions. 1.3 OBJECTIVES OF THE WETLAND 10 AND JOHNSON CREEK MITIGATION SITES The specific objectives of the Wetland 10 mitigation site are as follows: • Rehabilitation of approximately 8.63 acres of degraded palustrine wetland by planting of native tree and shrub species; • Enhancement of approximately 3.97 acres of degraded palustrine wetland to establish protective buffers by planting native trees and shrubs. The specific objectives of the Johnson Creek Mitigation site are as follows: • Creation of approximately 0.34 acres of new stream channel; • Enhancement of approximately 2.73 acres of riparian buffer by planting native trees and shrubs. Tukwila South — Wetland 10 & Johnson Creek Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 13, 2011 4 2.0 METHODS Installation and compliance monitoring consisted of site visits to review soil conditions, to oversee grading of the mitigation area, approve plant layout, and establish base -line information. The as -built plant quantities are provided in Appendix A, and results of our compliance vegetation monitoring are presented in Appendix B. Photo Plates 1, 2, 3, and 4 provide additional documentation of mitigation site construction and conditions at the time of our compliance monitoring. 2.1 VEGETATION SAMPLE PLOTS We visited the sites on July 22, August 8, September 2, and October 7 to review and approve grading and site preparation, as well as plant materials and layout (Photo plates 1 and 2). We visited the mitigation sites on October12 and 13, 2011 to conduct compliance monitoring. We established three 300 foot long transects within each of the mitigation areas (Figures 4 and 5). Transect markers consist of 4-foot-tall iron stakes painted orange and placed at both ends as well as 100-foot intervals between the end points. The transects were located within representative portions of each created, enhanced, and restored vegetation community. Along each transect, 1 meter square sample plots were established based upon a random number generator. Within each sample plot, we recorded the plant species, their condition, proper installation, and number of individual planted species. A plant was counted if its stem was located within the sample plot. We also measured the heights of each tree or shrub planting within each sample plot. Plant identifications followed the standard taxonomic procedures as described in Hitchcock and Cronquist (1976), with nomenclature updated by the USDA NRCS (2011) PLANTS Database (Appendix A, Table A-1). 2.2 PHOTOGRAPHIC REFERENCE POINTS Photo points were located at transect markers. We took photos from these locations in order to document the as -built condition in each vegetation community. These photographic reference points will be used during each of the subsequent monitoring visits to document plant community development. 2.3 HYDROLOGIC SAMPLING We installed a staff gage in the southeast corner of the Wetland 10 site, adjacent to South 204th Street to be used to monitor depth of inundation within emergent and scrub -shrub vegetation communities. Depth to saturation of higher topographic areas that Aril! support forest vegetation within Wetland 10 will be monitored using shallow groundwater monitoring wells or through excavation of soil pits. If shallow groundwater monitoring wells are used, they will be installed during winter/spring 2012. Tukwila South — Wetland 10 & Johnson Creek Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 13, 2011 { 3.0 RESULTS The compliance monitoring visits in October 2011 confirmed installation of the mitigation plantings and design features outlined in the approved plans. 3.1 GRADING INSPECTION During our construction monitoring site inspections, we confirmed that site grading had been completed per the intent of the mitigation plan and that soils were adequate for planting. We also confirmed that jute matting and silt fencing were in place to prevent erosion. On October 12, 2011, we met the landscape contractor on site to discuss final compliance tasks. At that time we confirmed that all habitat structures were installed in the number, size, and general location indicated on the mitigation planting plan (Figures 2 and 3, Photo plates 1 and 2). 1.2 PLANT INSPECTIONS AND SUBSTITUTIONS Plants were provided by the landscape contractor and inspected by Raedeke Associates, Inc. at the time of our October 12, 2011 site visit. In general, the plantings were well - rooted and branched and were in good condition. The plantings were well -planted. Figures 4 and 5 represent the as -built planting plan drawings for the mitigation site. A. number of plant species were not provided in the quantities specified by the planting plan due to limited availability from local nurseries. Specific substitutions requested by the landscape contractor are discussed below. Receipts and tallies of plants installed within the mitigation site were submitted by the landscape contractor (Appendix A). Of the tree species specified by the approved planting plan, bitter cherry and Pacific willow were not planted in the quantities specified, resulting in a deficit of 215 tree plantings. The reduction in the number of trees installed was based on the site conditions established on the mitigation areas, the total area of elevations suitable for tree planting was slightly less than that specified in the original grading plan. The missing tree plantings represented 4% of the total quantity specified to be planted. The standard of success of the mitigation area is based on the total cover of the mitigation areas and not on the number of plants. A slight decrease in the number of plants installed likely will not effect the plant cover as the individual specimens mature. Of the shrub species that were not provided in the specified quantities, in most cases the missing plants represented less than 5% of the number specified by the plan for a particular species. These included western serviceberry, redosier dogwood, black twinberry, Pacific ninebark, Nootka rose, cluster rose (fka clustered wild rose), thimbleberry, and salmonberry. Two species were provided in quantities that were substantially less than specified by the planting plan; oceanspray and Pacific crabapple Tukwila South — Wetland 10 & Johnson Creek Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 13, 2011 6 (fka western crabapple). For all species combined, a total of 700 plantings were not installed. The standard of success of the mitigation area is based on the total cover of the mitigation areas and not on the number of plants. A slight decrease in the number of plants installed likely will not effect the plant cover as the individual specimens mature. Raedeke Associates, Inc. approved substitution of vine maple, beaked hazelnut (fka western hazelnut), red elderberry, and common snowberry for the missing shrub plantings. Therefore, after substitutions were made, a total of 485 shrubs not installed within the mitigation sites. The reduction in the number of shrubs installed was based on the site conditions established on the mitigation areas, the total area of elevations suitable for shrub planting was slightly less than that specified in the original grading plan. Overall, the number of shrub plantings that were not installed represented approximately 3% of the total quantity of shrubs specified to be planted by the planting plan within the mitigation sites and the plantings were installed in sufficient density to meet future performance standards for survival, percent cover, and species diversity. Of the emergent species, yellow pond -lily and wooly sedge were not available for installation. Raedeke Associates, Inc. approved the substitution of swamp smartweed and chairmaker's bulrush (fka three -square bulrush) for the missing emergent plantings. Substitute plantings were installed in sufficient quantities to replace all of the missing yellow pond -lily and wooly sedge. An additional 500 specimens of simple stem burred also were installed in the emergent planting areas to vegetate the slightly more emergent planting area created by site grading. 3.2 VEGETATION SAMPLING Raedeke Associates, Inc. staff visited the site on October12 and 13, 2011 to conduct the compliance monitoring of the wetland creation and enhancement areas and establish the base -line information for long-term monitoring. Planting areas were delimited by edges of fill, drainage channels, or native shrub and forest community edges. All plantings were in good condition, and appeared to be well - planted and mulched. The plantings had already senesced and set buds. 3.2.1 Transect 10-1 Transect 10-1 is located in the northern portion of the Wetland 10 mitigation area. The transect crosses through forested, scrub -shrub, and emergent plant communities and is comprised of 8 separate sample plots (identified as plots A through H). Tukwila South — Wetland 10 do Johnson Creek Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 13, 2011 7 3.2.2 Transect 10-2 Transect 10-2 is located in the central portion of the Wetland 10 mitigation area. The transect crosses forested, scrub -shrub, and emergent plant communities and is comprised of 7 separate sample plots (identified as plots A through G). 3.2.3 Transect 10-3 Transect 10-3 is located in the southern portion of the Wetland 10 mitigation area. The transect crosses forested, scrub -shrub, and emergent plant communities and is comprised of 5 separate sample plots (identified as plots A through E). 3.2.4 Transect JC-1 Transect JC-1 is located on the north side of the Johnson Creek restoration area. The transect crosses forested wetland and upland scrub -shrub buffer communities and is comprised of 9 sample plots (identified as A through I), 3.2.5 Transect JC-2 Transect JC-2 is located along the south side of the Johnson Creek restoration area. The transect is located in the eastern portion of the planted area. The transect crosses forested and emergent wetland plant communities as well as upland forest buffer communities and is comprised of 7 sample plots. 3.2.6 Transect JC-3 Transect JC-3 is located in the western portion of the Johnson Creek restoration area, south of the new stream channel. The transect crosses wetland forest, upland forest buffer, and wetland emergent plant communities and is comprised of 10 sample plots. 3.2 HYDROLOGY The Wetland 10 mitigation site is prone to flooding; thus, seasonal inundation is expected. In the higher elevation areas, saturation within the surface 12 inches during the first 6 to 8 weeks (March 1 through April 30) of the growing season is anticipated. This hydrologic regime will allow the wetland area vegetation to become established within the planting areas. During our October 2011 site visit, soils within the Wetland 10 mitigation site were either saturated to the surface or inundated (Photos 11 and 12). Johnson Creek was flowing at the time of our October compliance monitoring (Photos 13 and, 15). Tukwila South — Wetland 10 & Johnson Creek Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 13, 2011 J 8 3.3 OTHER MITIGATION ELEMENTS 3.3.1 Irrigation System A temporary irrigation system has been installed within both the Wetland 10 and Johnson Creek mitigation sites (Photos 9, 10, 12, 13, and 16). 3.3.2 Mitigation Site Protection A protective chain -link fence has been installed around portions of the perimeter of the Wetland 10 mitigation site. A temporary construction fence will remain in place until a more permanent fence can be installed in 2012. Sensitive area signs had not been installed for either of the two sites at the time of our compliance monitoring. Tukwila South — Wetland 10 & Johnson Creek Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 13, 2011 i 9 4.0 CONCLUSIONS Overall, planting densities were consistent with the approved planting plan. Of the tree and shrub species, 700 out of a total of 21,340 were not installed within the Wetland 10 and Johnson Creek mitigation sites, combined. This represents approximately 3% of the total number of plantings that were to have been installed. The standard of success of the mitigation area is based on the total cover of the mitigation areas and not on the number of plants. A slight decrease in the number of plants installed likely will not effect the plant cover as the individual specimens mature. We note that temporary irrigation was installed within both mitigation sites and this should help to prevent significant mortality of the plantings during the first several years after planting from summer drought stress. In addition, the saplings and shrubs planted within the two mitigation sites are in good health. Therefore, we expect that planting mortality during the first years after installation will be low and the site is likely to meet future performance standards specified by the mitigation plan for stem density and percent survival of woody species, provided that the sites are well maintained by the project developer. With the exception of installation of sensitive area signs for both the Wetland 10 and Johnson Creek mitigation area, all other mitigation design features have been correctly and successfully implemented at the Tukwila South Wetland 10 and Johnson Creek mitigation sites per the approved plans as shown on the as -built drawings (Figures 3 and 4). Upon installation of the sensitive area signs, installation of the mitigation elements will be consistent with the original intent and objectives of the wetland mitigation plan with respect to the created, restored and enhanced wetlands. Application of herbicide to control the reed canarygrass is planned for spring 2012, as part of the on -going maintenance plan. The planted species, jute matting, and mulch should effectively control erosion within the Wetland 10 and Johnson Creek mitigation sites. With time and continued maintenance, the planted species will eventually shade out the invasive species. The landscaper contractor will need to winterize the irrigation installation. The "as -built" wetland mitigation site contains species that are typically found in naturally -occurring Pacific Northwest wetland and upland communities, and will enhance the plant species richness and structural complexity of the area as it develops. First -year monitoring will be conducted early in the 2012 growing season to monitor hydrology and invasive species, and again at the end of the growing season of 2012 and any necessary replanting will be implemented at that time. Tukwila South - Wetland 10 & Johnson Creek Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December /3, 2011 10 5.0 RECOMMENDATIONS To ensure the success of the wetland plantings, we recommend periodic checking of the mitigation areas in the wetland during the first years of development to monitor plant survival, adequate water supply, and populations of invasive species. We recommend that supplemental irrigation be used to help ensure survival of the plantings through drier summer months during the first few years after planting. Minimum watering during the hot, dry weather (May to September) should be 1 inch of water per week with care that watering soak entire root zone without causing erosion. The first few years of the mitigation plan are the most crucial in terms of invasive species control. During the first five years, while desired species are becoming established, it is important to eliminate or limit the development of invasive plant species such as Himalayan and cutleaf blackberry, reed canarygrass, and purple loosestrife. Delayed invasive species control often necessitates difficult, costly, and time-consuming methods and can result in the mitigation site failing to meet approved standards. The spread of invasive should be vigilantly controlled in the mitigation areas. All occurrences of these species should be immediately removed by hand to prevent colonization and competition with the recently installed plantings. In contrast, volunteers of native species such as rushes, sedges, bulrushes, and spike rushes are welcome additions within the created, restored, and enhanced wetland areas. Tukwila South — Wetland 10 & Johnson Creek Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 13, 2011 11 6.0 LIMITATIONS We have prepared this report for the exclusive use of Segale Properties LLC and its consultants. No other person or agency may rely upon the information, analysis, or conclusions contained herein without permission from Segale Properties LLC. The determination of ecological system classifications, functions, values, and boundaries is an inexact science, and different individuals and agencies may reach different conclusions. Therefore, the conclusions of this monitoring report should be reviewed by the appropriate regulatory agencies prior to any detailed site planning or construction activities. We warrant that the work performed conforms to standards generally accepted in our field, and prepared substantially in accordance with then -current technical guidelines and criteria. The conclusions of this report represent the results of our analysis of the information provided by the project proponents and their consultants, together with information gathered in the course of this study. No other warranty, express or implied, is made. Tukwila South — Wetland 10 & Johnson Creek Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 13, 2011 i 12 7.0 LITERATURE CITED A.C. Kindig & Company and Raedeke Associates, Inc. 2005. Tukwila South Project Wetland Mitigation Plan, Tukwila, Washington. Report prepared for Segale Properties LLC. July 30, 2011; revised April 5, 2011. Hitchcock, C.L., and A. Cronquist. 1976. Flora of the Pacific Northwest. University of Washington Press, Seattle. King County. 2011. King County Department of Natural Resources, Noxious Weed Control Program. http://www.kingcounty. gov/environment/animalsAndPlants/noxious- weeds/laws/l ist. asnx. Reed, P.B., Jr. 1988. National list of plant species that occur in wetlands: Northwest (Region 9). U.S.D.I. Fish and Wildlife Service. Biol. Report 88 (26.9). 89 pp. Reed, P.B, Jr. 1993. 1993 Supplement to list of plant species that occur in wetlands: Northwest (Region 9). U.S.D.I. Fish and Wildlife Service. Supplement to Biological Report 88 (26.9) May 1988.. U.S.D.A., Natural Resources Conservation Service. 2011. Plants Database. http://plants.usda.gov/java/stateSearch , Accessed November 2011. Tukwila South — Wetland 10 & Johnson Creek Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December /3, 2011 FIGURES and PHOTO PLATES r• • I J Photo 1. Wetland 11 mitigation site grading. Photo 3. Wetland 11 mitigation site log installation. U12001-014 — Tukwila SouthlCompliance MonitoringlPhoto Plate 1.doc. Draft of 12/12/2012 Photo 2. Wetland 11 mitigation site snag and temporary irrigation installation. Photo 4. Wetland 11 mitigation site brush pile installation. Photo Plate 1 Photo 5. Wetland 11, Transect 11-A. Photo point 1, view north Photo 7. Wetland 11, Transect 11-C. Photo point 2, view west. Photo 6. Wetland 11, Transect 11-B. Photo point 3, view south U.12001-014 — Tukwila SouthlCompliance MonitoringlPhoto Plate 2.doc. Draft of 12/12/2012 Photo 8. Wetland 11, Transect 11-D. Photo point 2, view south. Photo Plate 2 Photo 9. Wetland 11, Transect 11-F. Photo point 3, west view. Photo 11. Wetland 11, Transect 11-H. Photo point 4, west view. Photo 10. Wetland 11, Transect 11-G. Photo point 2, east view. U.:12001-014 — Tukwila SouthlCompliance MonitoringlPhoto Plate 3.doc. Draft of 12/12/2012 Photo 12. Wetland 11, Transect 11-1. Photo point 1, south view. Photo Plate 3 A- I APPENDIX A As Built Vegetation Quantities, Sources, Invoices Tukwila South - Wetland 11 Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring .Report December 27, 2012 PROJECT SITES JOHNSON CREEK WETLAND 10 ?At ••••••-soor f•vr.f 11, •re,,no • N J.'s, • 7, „ E.= rAlt•l• .4,71 E. •V.N " O./ • • .,, I.' 1.111K 4,41 c.tr•rell • 1.6 i••• r 141 AA-1! a• r.• Porn 1•44fie.,, •-••••••.S•.- l*•••••• ea. 'J.. non- ,rn• 1-.141ang. orlo Regional Map Source for both images: Google Earth (Version 5.1.3533.1731) [Software]. Mountain View, CA: Google Inc. (2009). Available from ktto://earth.0000le.com. Accessed 2011-10-6. Raedeke life t•eita••• 1 • NTS REGIONAL & VICINITY MAP TUKWILA SOUTH 1)a 111 Stinnt: Anwanuc North TUKWILA, WA Scottie, WA 114 103 N FIGURE 1 RAI PROJECT: 2001-014 DATE: 2011-12-1 SOUTH 196tH STREET SOUTH 204th STREET NORTH too o so as 11 0 c m N NJI���PROJECI I:.,_ MttOMION RAN ..,r— WEumtry s— SEOAtE PROPERTIES DINAVW IS THE PROPERLY OF =A E PROPERTIES. DC IT tS LENT AND IS TO OE ledeke w • M., R- PAIL. KCMG UPON REQUEST. THE OCMM ANO IDEAS SHOW SEG HEREON ARE THE �sErx . ._.__ ...._. _.._.._ PERTr or E PROPERTIES. DC AM r i D ID CA 1 R 1 TUKWLA SOUTH PROJECT 6 9 B A�ITKQATKO1 PLAN ®s, — rE S . w A8-13ULT GRADIIQ DRAFT r ov, eon O 4 A -n 0 m w ® REGALE PROPEPtES a... P..a..c- Neon wt. aus.n. m 'man.. a ATl MOO• Psalm Till THIS MARINO IS TIE PROPERTY Of SEGALL PRDPERTIES. INC. IT IS LENT AND IS TO SE RETURNED UPON REQUEST. THE DESIGNS AND IDEAS SWVN HEREON ME THE PRWERTY OF SEGALE PROPERTIES, INC. AND SMALL NOT R USED. DISCLOSED 10 OTHERS, OR COPIED, IN WHILE OR IN PART, WITHER/I' WRITTEN FERMIS!! edeke Al:NovIOt L•Y, Inc. 0510 Sto.R Ammo North So.ttk, WA 01103 Wetland Rehabilitation REE VIP v PEMF-1 - Palustrine emergent (Semi permanently Fboded) (Approx. 1.10 Ac.) PEMC-1 - Palustrine emergent (Seasonally Flooded) (Approx. 1.0 Ac.) Elevation approx. 0' to 0 5' above PEMF zones PEMA-1 - Palustrine emergent (Seasonally Saturated) (Approx..78 Ac.) Elevation approx. 0' to G 5above PEMC zones PSS-1 - Palustrine scrub -shrub (Approx. 1.78 Ac.) Elevation approx. 0' to 1.0' above PEMA zones PSS-2 Palustrine scrub -shrub (Approx. 0.57 Ac.) PFO-1 - Palustrine forested (Approx. 3.4 Ac.) Elevation above PSS zones Buffer PSS-3 - Palustrine scrub -shrub (Approx. 1.48 Ac.) PFO-3 - Palustrine forested (Approx. 1.08 Ac.) LEGEND TAANSECT + PLOT LOCATIONS 0 PHOTO -POW LOCATIONS (100. NTS:PALS) NORTH too 06-12113-110 UQA10N FLAN -./. aVIETLAM7 10 2 MHAILTPLAMWO i DRAFT lrielitA SOUTH PROJECT r , „ , SOUTH 196tH STREET V9700OV V. 000 70VO VV. OVVVVVV VVVVVV, 7'4,70000V VVVVVVVVV VV7V OVVV OVVVO 00 VVVVV VVVVVVVVV 0000070000 VOVVVVVVVV VOVVO V0470 VV V 'V'V'VW • V V V VP V V VOV VO' VVO V V V V m m co11 0 111 GEO.N.EPROPERTIES 11.0 ',W. «flVCI& P4Z.17t ...rim PO AA MOM • ha AS AANYAIIAlt 1* MS DRAWING LT TIE PROPERTY OF SWALE PROPERTIES, QC. IT IS LENT MID IS TO liE RETURNED UPON REQUEST. THE DESIGNS AND MAI =MI HEIM NS TIE PROPERTY O' =ALE PROI•ERT/ES, GIG AND ALL NIT 1E UNE DISCUS= TO MERL %Mk& EN IN PART, %NNW' L 03 III Sham Awsum• Nun h ti.....1.• W,L orions tatted eke Photo 5. Johnson Creek mitigation site grading. 07/22/2011. ( Photo 7. Johnson Creek mitigation site. Jute matting and temporary irrigation installation 09/02/2011. U.:12011-014— Tukwila SouthlCompliance MonitoringlPhoto Plate 2.doc. Draft of 12/01/2011 Photo 6. Johnson Creek mitigation site. Installation of in - stream structures and gravel. 08/15/2011. Photo 8. Johnson Creek mitigation site. Culvert/floodgate replacement for improved fish passage to the Green River. Photo Plate 2 Photo 9. Wetland 10 mitigation site. Transect 10-1 Photo point A, west view. 10/12/2011. Photo 11. Wetland 10 mitigation site grading. Transect 10-2. Photo point A, south view. 10/12/2011. Photo 10. Wetland 10 mitigation site. Transect 10-1. Photo point B, north view. 10/12/2011. U:12011-014 — Tukwila SouthlCompliance MonitoringlPhoto Plate 3.doc. Draft of 12/01/2011 Photo 12. Wetland 10 mitigation site grading. Transect 10-3. Photo point C, east view. 10/12/2011. Photo Plate 3 Photo 13. Johnson Creek mitigation site. Transect JC-1. Photo point C viewed east. 10/13/2011. Photo 15. Johnson Creek mitigation site. Transect JC-3. Photo point A viewed east. 10/13/2011. U.•12011-014 — Tukwila SouthlCompliance MonitoringlPhoto Plate 4.doc. Draft of 12/01/2011 • re • ..r Photo 14. Johnson Creek mitigation site. Transect JC-2. Photo point A viewed west. 10/13/2011. Photo 16. Johnson Creek mitigation site. Transect JC-3. Photo point D viewed west. 10/13/2011. Photo Plate 4 f` A-1 APPENDIX A Vegetation Data Tukwila South - Wetland 10 & Johnson Creek Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 13, 2011 Table A-1. Scientific and common names of plants with assigned Wetland Indicator Status (WIS; Reed 1988, 1993). Scientific names from USDA NRCS (2010) PLANTS Database. Scientific Name Common Name WIS SHRUBS AND TREES Acer macrophyllum Acer circinatum Cornus sericea Corylus cornuta Crataegus douglasii Fraxinus latifolia Holodiscus discolor Lonicera involucrata Mal us fusca Physocarpus capitatus Picea sitchensis Prunus emarginala Pseudotsuga menziesii Rosa nutkana Rosa pisocarpa Rubus parvillorus Rubus spectabilis Salix hookeriana Salix lucida spp lasiandra Salix scouleriana Salix sitchensis Sambucus racemosa Symphoricarpos albus Thuja plicata Bigleaf maple Vine maple Redosier dogwood Beaked hazelnut Black hawthorn Oregon ash Oceanspray Twinberry honeysuckle Pacific crabapple Pacific ninebark Sitka spruce Bitter cherry Douglas -fir Nootka rose Cluster rose Thimbleberry Salmonberry Hooker's willow Pacific Willow Scouler's willow Sitka willow Red elderberry Snowberry Western red cedar FACU FAC FACW FACU FAC FACW UPL FACW FACW FACW FAC FACU FACU FACU FAC FAC FAC FACW FACW FAC FACW FACU FAC FAC Tukwila South - Wetland 10 & Johnson Creek Raedeke Associates, Inc, Wetland Mitigation Compliance Monitoring Report December 13, 2011 Li J Table A-1 continued Scientific Name Common Name WIS EMERGENTS Alisma plantango-aquatica Carex obnupta Eleocharis palustris Glyceria striata Gnaphalium uliginosum Juncus ensifolius Nuphar lutea Phalaris arundinacea * Polygonum hydropiperoides Sagittaria latifolia Schoenoplectus acutus Schoenoplectus americanus Scirpus atrocinctus Scirpus microcarpus Sparganium emersum Typha latifolia European water plantain Slough sedge Common spikerush Fowl managrass Marsh cudweed Daggerleaf rush Yellow pond -lily Reed canarygrass Swamp smartweed Broadleaf arrowhead Hardstem bulrush Chairmaker's rush Blackgirdle bulrush Panicled bulrush European bur -reed Broadleaf cattail OBL OBL OBL OBL FAC FACW OBL FACW OBL OBL OBL OBL OBL OBL OBL OBL Tukwila South - Wetland 10 & Johnson Creek Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 13, 2011 Tables A-2 Tukwila South - Wetland 10 & Johnson Creek Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 13, 2011 Johnson Creek- Transect 1 Community SS SS SS SS SS PFO PFO PFO PFO Sample Plot Number JC-1A _ JC-1B JC-1C JC.1D JC-1E JC-1F JC-1G JC-1H JC-1I % Cover Ht. (In) Cover Ht. Cover Ht. Cover Ht. Cover Ht. Cover Ht. Cover Ht. Cover Ht. Cover Ht. SAPUNGS R SHRUBS Scientific Name Common Name Acer circinatum Vine maple 5 44 5 22 Comus sericea Red -osier dogwood 3 26 5 37 _ POpulus balsamrfere Black cottonwood Rosa gymnocarpa Dwarf rose 3 36 Ribes lacustre Prickly currant 1 18 Sala sitchensis Sllka willow 3 29 Totals per Plot 4 27 0 0 3 28 5 37 3 29 0 0 0 0 6 44 5 22 Average Woody Cover (%) 2.78 Average Woody Ht. (Inches) 20.56 EMERGENTS Totals per Plot Average Woody Cover (•/.) Average Woody Ht. (Inches) Average Herbaceous Cover (%) 0 85 ' 20 20 5 0 20 35 50 28 Invasive Cover (%) 0 0 0 0 0 0 0 0 0 0 Average Tukwila South Johnson Creek Wetland 10 Welland Mitigation Compliance Monitoring Raedeke Associates, Inc. December 1. 2011 Johnson Creek- Transect 2 Community PFO PFO FO FO FO FO FO Sample Plot Number JC-2A JC-2B JC-2C JC-2D JC-2E JC-2F JC-2G Cover Ht. (In) Cover Ht. Cover Ht Cover Ht. Cover Ht. Cover Ht. Cover Ht. SAPLINGS & SHRUBS Scientific Name Common Name Holodiscus discolor Oceanspray 5 52 Rubus parviflorus Thimbleberry 3 11 Rubus spectabilis Salmonberry Sambuscus racemos Elderberry 5 10 3 17 Salix sitchensis Sitka willow Spirea douglasii Rose spirea Thuja plicata Western red cedar 5 32 5 39 Totals per Plot 0 0 S 32 5 39 5 10 0 0 5 0 6 0 Average Woody Cover (%) 3.25 (Average Woody Ht. (inches) 11.57 EMERGENTS % Cover Qty. Cover Qty. Cover r Qty. Cover Qty. Cover Qty.CoverQty. CoverQty Carex obnupta Slough sedge 1 1 2 Polygonum hydropiper marshpepper knotweed Totals per Plot 2 2 0 0 0 0 0 0 0 0 0 0 0 0 Average Woody Cover (%) 0.25 Average Woody Ht. (Inches) 0.29 _ • Herbaceous Cover (%) 3 3 60 60 20 30 60 30 Average Invasive Cover (%) Phalaris arundinacea Reed canarygrass 2 0 0 0 D D 0 0 Average Tukwila South Johnson Creek Wetland 10 Wetland Mitigation Compliance Monitoring Raedeke Associates December 1, 2011 Johnson Creek- Transect 3 Community PFO PFO PEMA PFO PFO PFO o. PFO FO FO FO Sample Plot Number JCJA JCJB ,JCJC JC.20 JCJE JC-3F JC.30 JC4H JCa1 JC-3J % Cover Ht. (In) Cover Ht. Coves Ht. Cover Ht. COVsrWt. Cover Ht. Cover HL Cover Ht. Cover Ht_ Cover Ht. SAPLINGS & SHROOS Scientific Name Common Nam* Amelanchter aev'foIa Servlceberry 5 35 Comas sedum Red -osier dogwood 3 41 3 37 Crahepus dnlrples4 Black how)hom 3 30 FraxInos laltana Oregon esh 3 20 Mahn Risco Oregon Crabapple 3 20 3 31 Malys Aare Oregon crabapple 3 24 Physacarpus capAafvs Pacific ninebers 36 3 40 Rosa gyrnnocafpa Owen rose 1 RUOus apecfa016s Sa)oonbeny 3 16 Sates hookwiana Hookers willow 5 42 3 30 Saks scouiodona Scowlers willow 10 42 Totals per Plot 0 0 3 41 5 42 6 35 4 31 6 30 10 42 12 26 0 0 6 30 Avenge Woody Cover (%) 6.1 Average Woody HI. (Inches) 21.43 Emergents % Cover Qty. Cover Qty. Covellt r. Cove9ty Cover3ty Cover Qty. Coverigty Cover Qty. Cover Qty. Cover Qty. SdhoenopMCus amerkanu1Amedcan bulrush 1 1 EMocharis overO Ovate spikemsh 1 1 Totals per PIol 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 Average Woody Cover (%) 0.2 0.20 _ 2 _ Averag* Woody Ht. (Mehes) • 4 Herbaceous Cover (%) 100 00 ' 100 40 3 3 5 5 20 2 36 Average Invasive Cover (%) PbaMds arum/Medea Reed canerygres5 0 0 0 10 2 0 0 0 0 0 1 Average Tukwila South Johnson Creek Wetland 10 Welland Mitigation Compliance Mondoring Reedlike A60Cciatei. Inc. December 1.2011 Wetland 10- Transect 1 Community PFO PFO PFO PEMC PEMA PSS PFO PEMA Sample Plot Number 10-1A 10-16 10-1C 10-10 10.1E 10-1F 10-1G 10-1H % Cover Ht. (In) Cover Ht. Cover Ht. CovetHt. Cover Ht. Cover Ht. Cover Ht. Cover Ht. SAPLINGS R SHRUBS Scientific Name Common Name • Acer Cirt:inetum Vine maple Corylus comute Beaked hazelnut 2 ; 22 Corpus sencea Red -osier dogwood Physocarpus capitatus Pacific ntnebark 5 25 ' 4 26 Populus balsamifera Black cottonwood Rosa gymnocarpa Dwarf rose Ribes iambs Prickly currant r Rubus parviffolus Thimbleberry t 17 Saax sitchensls Silka willow Totals per Plot 5 25 2 22 1 17 0 0 0 0 4 26 0 0 0 0 Average Woody Cover 1.33333 Average Woody Ht. 11.25 _ EMEROENTS -%Cover Qty. Cove Qty. Cover Qty. Covet tv Cover Qty. Covn. Qty, Cover Qty Cover Qty. 1 Polygonum persicaria Spotted ladysthumb 1 1 Egolselum arvense (voluntee Field horsetail I 30 Glyceria sp. Mannagrasses 2 2 Totals per Plot 0 0 0 1 0 0 0 0 0 1 1 0 0 0 0 32 2 Average Emergent Cover 3,6T i Average Emergent Ht. 0.36 Herbaceous Cover 40 27 22 10 20 10 0 0 16 Average Invasive Covet 0 0 0 0 0 0 0 0 0 Average Tukwilia South Johnson Creek Wetland 10 Wetland Mitigation Compliance Monitoring Raedeke Associates. Inc. December 5. 2011 .- - a r 1 Wetland 10- Transect 2 Community PFO PEMC PEMF PFO PEMA PSS PFO Sample Plot Number 10-2A (at U`) 10-2B 10-2C ;10-2D 10-2E 10-2F 10-2G % Cover Ht. (in) Cover Ht. Cover Ht. ; Cover Ht. Cover Ht. Cover Ht. Cover Ht. SAPLINGS & SHRUBS Scientific Name Common Name i Salix lasiandra Pacific willow 1 5 1 5 41 Symphoricarpos albus Snowberry I 5 28 Totals per plot 0 0 0 0 0 0? 5 1 0 0 5 41 5 28 Average Woody Cover (%) 1.875 Average Woody Ht. (inches) 10.00 __. __ _ . _ EMERGENTS % Cover Qty. Cover Qty. CoverQty. CovetQty Cover City CoverQty. CoverQty Carex obnupta Slough sedge 1 1 Polygonum persicaria Spotted Iadysthumb 1 1 Totals per plot 0 0 1 0 0 0 1 0 0 1 1 0 0 0 0 Average Woody Cover (%) 0 Average Woody Ht. (inches) 0.14 Herbaceous Cover(%) 20 0 4 0 20 20 20 75 19 Average Invasive Cover (%) 0 4 0 0 Phalaris arundinacea Reed canarygrass 0 0 2 0 0 Average I Tukwilla South Johnson Creek Wetland 10 Wetland Mitigation Compliance Monitoring Raedeke Associates, Inc. December 1, 2011 Wetland 10- Transect 3 Community PSS PEMC PEMF PFO PSS Sample Plot Number 10-3A @ 0' 10-3B 10-3C 10.3D 10.3E % Cover Ht. (In) Cover Ht. Cover Ht. Cover Ht. Cover Ht. SAPLINGS & SHRUBS Scientific Name Common Name Rosa pisocarpa Cluster rose 3 26 Salix sitchensis Sitka willow 3 40 Totals per Plot 0 0 0 0 3 40 3 26 0 0 Average Woody Cover 1.2 Average Woody Ht. 13.20 Emergents % Cover Qty. -Cover Qty.-CovetQty. CoverQty Cover ' Qty. Totals per Plot 0 0 0 0 0 0 0 0 0 0 Average Woody Cover 0 Average Woody Ht. 0.00 Herbaceous Cover (%) 20 0 ' 10 20 5 11 Average Invasive Cover (%) 0 0 0 0 0 0 Average Tukwilla South Johnson Creek Wetland 10 Wetland Mitigation Compliance Monitoring Raedeke Associates, Inc. December 1, 2011 Wetland Science Wildlife Ecology Landscape Architecture LETTER OF TRANSMITTAL Date: December 27, 2012 To: Mr. Mark Segale Segale Properties LLC P.O. Box 88028 Tukwila, WA 98138 From: Chris Wright Principal/Soil and Wetland Scientist RAEDEKE ASSOCIATES, INC. 9510 Stone Avenue North Seattle, WA 98103 Fax (206) 526-2880 Voice: (206) 525-8122 RE: Tukwila South — Wetland 11 Compliance Monitoring Report RAI Project No. 2001-014-005 Memo: Enclosed are 5 copies (4 bound, I unbound) of the Wetland 11 Compliance Monitoring Report. RECEIVED OCT 202017 TUKWILA PUBLIC WORKS FaCeW 00 VA1 Communitn Qevelopmet 9510 Stone Avenue N. Seattle, WA 98103 206-525-8122 www.raedeke.com #11 WETLAND MITIGATION COMPLIANCE MONITORING Tukwila South Wetland 11 Tukwila, Washington U.S. Army Corps of Engineers Permit 2004-1358 WDOE Water Quality Certification Order 2877 December 27, 2012 RAEDEKE ASSOCIATES, INC. Report To: Title: Mr. Mark Segale Segale Properties LLC P.O. Box 88028 Tukwila, WA 98138 Wetland Mitigation Compliance Monitoring Report for Tukwila South, Wetland 11 Tukwila, Washington Project Number: 2001-014-005 Prepared By: RAEDEKE ASSOCIATES, INC. 9510 Stone Avenue N Seattle WA 98103 (206) 525-8122 Date: December 27, 2012 Project Manager: Project Personnel: Christopher W. Wright, B.S. Soil and Wetland Scientist Kenneth J. Raedeke, Ph.D. Certified Senior Ecologist, ESA Anne Cline, M.L.A. Landscape Designer Richard W. Lundquist, M.S. Wildlife Biologist TABLE OF CONTENTS Page LIST OF FIGURES IV LIST OF PHOTOS V TUKWILA SOUTH — WETLAND 11 1 MITIGATION SITE SUMMARY 1 1.0 INTRODUCTION 1 1.1 Location 2 1.2 Overall Mitigation Goals and Objectives 2 1.3 Objectives of the Wetland 11 Mitigation Site 2 2.0 METHODS 4 2.1 Vegetation Sample Plots 4 2.2 Photographic Reference Points 4 2.3 Hydrologic Sampling 4 3.0 RESULTS 5 3.1 Grading Inspection 5 3.2 Plant Inspections and Substitutions 5 3.2 Vegetation Sampling 6 3.2 Hydrology 7 3.3 Other Mitigation Elements 7 4.0 CONCLUSIONS 8 5.0 RECOMMENDATIONS 9 6.0 LIMITATIONS 10 7.0 LITERATURE CITED 11 FIGURES and PHOTO PLATES 12 APPENDIX A: As Built Vegetation Quantities, Sources, Invoices .A-1 APPENDIX B: Vegetation :Monitoring Data .B-1 iii LIST OF FIGURES Figure Page 1. Regional and Vicinity Map 13 2. Wetland 11 — As -Built Grading Plan 14 3. Wetland 11 — As -Built Planting Plan 15 4. Planting Typicals 16 iv LIST OF PHOTOS Page PHOTO PLATE 1: Photo 1. Wetland 11 mitigation site grading 18 Photo 2. Wetland 11 mitigation site snag and temporary irrigation 18 Photo 3. Wetland I 1 mitigation site log 18 Photo 4. Wetland 11 mitigation site brush pile 18 PHOTO PLATE 2: Photo 5. Wetland 11, Photo point 11-A-1 19 Photo 6. Wetland 11, Photo point 11-13-3 19 Photo 7. Wetland 11, Photo point 11-C-2 19 Photo 8. Wetland 11, Photo point 11-D-2 19 PHOTO PLATE 3: Photo 9. Wetland 11, Photo point 11-F-2 20 Photo 10. Wetland 11, Photo point 11-G-3 20 Photo 11. Wetland 11, Photo point 11-H-4 20 Photo 12. Wetland 11, Photo point 11-1-1 20 v TUKWILA SOUTH — WETLAND 11 MITIGATION SITE SUMMARY USACE Permit General Site Information NWS 2004-1358 WDOE Permit WDFW HPA Water Quality Certification Order No. 2877 00000G 1599-2 City of Tukwila Permit Responsible Party Total Area and Type of Project Impacts PW I 0-064 Segale Properties LLC 9.3 acres of USACE jurisdictional wetlands and other waters of the U.S. including 8.23 acres of PEM/PSS/PFO wetlands and 1.07 acres of stream channels. Area and Type of Mitigation provided within Wetland 11 Impact Location Mitigation Location Latitude and Longitude Monitoring Period Year of Monitoring Wetland 11: 28.4 acres of PEM/PSS/PFO wetland rehabilitation and wetland buffer enhancement. West of the Green River, east of Orilla Rd., between S. 178t Street and S. 204th Street, Tukwila, WA West of the Green River, east of Orilla Rd., south side of S.204th Street, Tukwila, WA 47.2549 N, 122.1557 W 2012 to 2022 As -Built, 0 of 10 Tukwila South — Wetland 11 Wetland Mitigation Compliance Monitoring Report Raedeke Associates, Inc. December 27, 2012 1.0 INTRODUCTION This report provides the results of the compliance monitoring of the Wetland 11 mitigation area created to partially compensate for the permitted wetland impacts on the Tukwila South property, as described in the Tukwila South Project Wetland Mitigation Plan (A.C. Kindig and Company and Raedeke Associates, Inc. 2005, rev. 2011). Pennits include an Individual 404 Permit from the U.S. Army Corps of Engineers (COE #2004- 01358), a 401 Water Quality Certification from the Washington Department of Ecology (DOE #2877), a Hydraulic Project Approval from the Washington Department of Fish and Wildlife (WDFW #G1599-2) and the City of Tukwila Public Works Construction Permit (PW l 0-064). Development of the Tukwila South site resulted in the loss of a total of 8.26 acres of palustrine emergent, palustrine scrub -shrub, and palustrine forested wetlands. The total area of affected wetland included 0.03 acres of isolated, closed-depressional wetlands that were determined to be non jurisdictional by the U.S. Army Corps of Engineers (USACE). Permits authorizing impacts to USACE non jurisdictional wetlands were obtained by the applicant from the Washington Department of Ecology (WDOE), Washington Department of Fish and Wildlife (WDFW), and the City of Tukwila. A total of 7.47 acres of wetlands that were filled were degraded agricultural fields. Site development also resulted in the filling, or relocation of 7,127 linear feet of five watercourses, including the Johnson Creek Ditch, comprising a total area of 1.07 acres of other waters of the U.S. under the jurisdiction of the USACE. Mitigation provided by the 'Wetland 11 site comprises the second phase of mitigation to be installed as compensation for the overall project impacts. The initial phase of mitigation consisting of Wetland 10 and Johnson Creek was implemented in 2011 (Raedeke Associates, Inc. 2011). Mitigation provided by the Wetland 11 site is intended to compensate for impacts to on -site wetlands from project development. Additional mitigation for the project will be provided during subsequent years through the creation of the 7-acre Green River Off -Channel Habitat Area adjacent to the Green River, including 1.99 acres of new riverine wetlands. The purpose of this report is to verify whether all design features, including grading, placement of habitat structures, planting, installation of BMP's and mitigation site protection measures, as agreed to, were correctly and fully implemented within the Wetland 11 mitigation site in a manner consistent with the approved plans. This report documents any changes made in the field and verifies whether they were consistent with the intent of the design of the mitigation plan. This report also provides the "as -built" plan, which documents any changes in the planting plan and design elements. This report, including the "as -built" plan, thus serves to document the "time - Tukwila South - Wetland 11 Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 27, 2012 2 zero" condition of the wetland mitigation and buffer restoration provided within Wetland 11, which marks the beginning of the 10-year, long-term monitoring period. 1.1 LOCATION The mitigation site is located south of S. 204th Street, west of Frager Road in the City of Kent, Washington, within Section 3, Township 22 North, Range 4 East, W. M. (Figure 1). 1.2 OVERALL MITIGATION GOALS AND OBJECTIVES The goal of the approved Final Wetland Mitigation Plan (A.C. Kindig and Company, and Raedeke Associates, Inc. 2005, 2011) is compensation for the loss of 8.26 acres of wetland habitat through the creation, restoration, and enhancement of palustrine forested, scrub -shrub, and emergent wetlands by grading and planting of native wetland plant species. Wetland functions to be enhanced are plant species richness and structural diversity, which would be expected to benefit wildlife habitat. Other wetland functions to be enhanced include stormwater storage, water quality protection, and food chain support. The mitigation areas are designed to establish plant communities typical of native wetland habitats of the Puget Sound lowlands. The mitigation areas are also designed to be low maintenance, self-sustaining communities that should be allowed to develop through natural successional processes. The general goals of the mitigation plan are to: (1) compensate for project impacts to forest, shrub, and farmed emergent wetlands; (2) compensate for wildlife habitat impacts by providing new habitats that increase the overall wetland functional capacity of the site; and (3) provide long-term protection to the mitigation sites. The objectives of the overall mitigation plan are as follows: • Creation of approximately 1.99 acres of palustrine wetland; • Rehabilitation and enhancement of approximately 29.16 acres of degraded wetland by grading and planting of native tree and shrub species; • Enhancement of approximately 18.04 acres of protective buffers by planting native trees and shrubs. Achieving these goals and objectives will result in no net loss of wetland habitat, and will provide wetland acreage with functions and values greater than current site conditions. 1.3 OBJECTIVES OF THE WETLAND 11 MITIGATION SITE The specific objectives of the Wetland 11 mitigation site are as follows: Tukwila South — Wetland 11 Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 27, 2012 3 • Rehabilitation of approximately 17.45 acres of degraded palustrine wetland by grading and planting of native tree and shrub species; • Enhancement of approximately 10.95 acres of degraded palustrine wetland to establish protective buffers by planting native trees and shrubs. Tukwila South — Wetland 11 Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 27, 2012 4 2.0 METHODS Installation and compliance monitoring consisted of site visits to review soil conditions, to oversee grading of the mitigation area, approve plant layout, and establish base -line information. 2.1 VEGETATION SAMPLE PLOTS We visited the site on August 22 and October 1 to review and approve grading and site preparation, as well as plant materials and layout (Photo plate 1). We visited the mitigation site on October 3, 2012 to conduct compliance monitoring. We established nine 300 foot long transects within the mitigation area (Figure 3). Transect markers consist of 4-foot-tall metal stakes painted orange and placed at both ends as well as 100- foot intervals between the end points. The transects were located within representative portions of each enhanced and restored vegetation community. Along each transect, 10 foot diameter sample plots were established at each transect marker. Within each sample plot, we recorded the plant species, their condition, proper installation, and number of individual planted species. A plant was counted if its stem was located within the sample plot. Plant identifications followed the standard taxonomic procedures as described in Hitchcock and Cronquist (1976), with nomenclature updated by the USDA NRCS (2012) PLANTS Database (Appendix A, Table A-1). 2.2 PHOTOGRAPHIC REFERENCE POINTS Photo points were located at transect markers. We took photos from these locations in order to document the as -built condition in each vegetation community. These photographic reference points will be used during each of the subsequent monitoring visits to document plant community development. 2.3 HYDROLOGIC SAMPLING Depth to saturation of higher topographic areas that will support forest vegetation within Wetland 11 will be monitored using shallow groundwater monitoring wells or through excavation of soil pits. Observations of hydrologic conditions in scrub -shrub and emergent areas will be made during site monitoring visits. Tukwila South — Wetland 11 Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 27, 2012 5 3.0 RESULTS The compliance monitoring visit in October 2012 confirmed installation of the mitigation plantings and design features outlined in the approved plans. 3.1 GRADING INSPECTION During our construction monitoring site inspections, we confirmed that site grading had been completed per the intent of the mitigation plan and that soils were adequate for planting. Actual elevations of the mitigation area are contained on Figure 2. On October 1, 2012, we met the landscape contractor on site to discuss final compliance tasks. At that time we confirmed that all habitat structures were installed in the number, size, and general location indicated on the mitigation planting plan (Figures 2 and 3, Photo plates 1 and 2). 3.2 PLANT INSPECTIONS AND SUBSTITUTIONS Plants were provided by the: landscape contractor and inspected by Raedeke Associates, Inc. at the time of our August 22 and October 1, 2012 site visits. In general, the plantings were well -rooted and branched and were in good condition. The plantings were well - planted. Figure 3 represent the as -built planting plan drawing for the mitigation site. A number of plant species were not provided in the quantities specified by the planting plan due to limited availability from local nurseries. Specific substitutions requested by the landscape contractor are discussed below. Receipts and tallies of plants installed within the mitigation site were submitted by the landscape contractor (Appendix A). Of the tree species specified by the approved planting plan, Sitka and Pacific willow were not purchased in the quantities specified, as the project proponent grew over 10,000 cuttings from plants salvaged from the project area. A total of 8,534 Pacific willow and 3,100 Sitka willow cuttings were grown in pots at the mitigation site. The potted cuttings were installed in Wetland 11 in numbers exceeding the amount specified in the approved planting plan. Of the emergent species, yellow pond -lily and wooly sedge were not available for installation. Raedeke Associates, Inc. approved the substitution of swamp smartweed and chairmaker's bulrush (fka three -square bulrush) for the missing emergent plantings. Substitute plantings were installed in sufficient quantities to replace all of the missing yellow pond -lily and wooly sedge. In addition, water plantain and hardstem bulrush were salvaged from the mitigation site prior to grading in numbers that exceeded that specified in the planting plans. These salvaged plants were installed within the wetland mitigation area. Tukwila South — Wetland 11 Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 27, 2012 6 3.3 VEGETATION SAMPLING Raedeke Associates, Inc. staff visited the site on October 3, 2012 to conduct the compliance monitoring of the wetland rehabilitation and enhancement areas and establish the base -line information for long-term monitoring. The as -built plant quantities, vendors, and invoice dates are provided in Appendix A, and results of our compliance vegetation monitoring are presented in Appendix B. Photo Plates 1, 2, and 3, provide additional documentation of mitigation site construction and conditions at the time of our compliance monitoring. Planting areas were delimited by edges of existing drainage channels, or the southern property boundary fence. All plantings were in good condition, and appeared to be well - planted. Based on our observations as well as baseline monitoring data (Appendix B), plants appear to be installed in appropriate densities in the various communities. 3.3.1 Transect 11-A Transect I 1-A is located in the southwestern portion of the Wetland 11 mitigation area. The transect is representative of enhanced buffer communities and contains both forested and scrub -shrub plant communities. Each transect includes 4 separate sample plots. 3.3.2 Transect 11-B Transect 11-B is located in the southwestern portion of the Wetland 11 mitigation area. The transect is located in emergent plant communities and includes 4 separate sample plots. 3.2.3 Transect 11-C Transect 11-C is located in the southern -central portion of the Wetland 11 mitigation area. The transect crosses forested and scrub -shrub plant communities and includes 4 separate sample plots. 3.3.4 Transect 11-D Transect 11-D is located in the southern portion of the Wetland 11 mitigation area. The transect crosses forested wetland and scrub -shrub plant communities and includes 4 sample plots. 3.3.5 Transect 11-E Transect 11-E is located in the southeast portion of the Wetland 11 restoration area. The transect crosses forested, scrub -shrub; and emergent wetland plant communities and includes 4 sample plots. Tukwila South — Wetland 11 Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 27, 2012 7 3.3.6 Transect 11-F Transect 11-F is located in the easternportion of the Wetland 11 restoration area. The transect traverses wetland forest, scrub -shrub buffer, and wetland emergent plant communities and includes 4 sample plots. 3.3.7 Transect 11-G Transect 11-G is located along the eastern edge of the Wetland 11 restoration area. The transect crosses scrub -shrub buffer and includes 4 sample plots. 3.3.8 Transect 11-H Transect 11-H is located in the northeastern portion of the Wetland 11 restoration area. The transect crosses wetland emergent plant communities and includes 4 sample plots. 3.3.9 Transect 11-I Transect 11-1 is located in the northwestern portion of the Wetland 11 restoration area. The transect crosses wetland forest, and wetland scrub -shrub conununities and includes 4 sample plots. 3.4 HYDROLOGY The Wetland 11 mitigation site is prone to flooding; thus, seasonal inundation is expected. In the higher elevation areas, saturation within the surface 12 inches during the first 6 to 8 weeks (March 1 through April 30) of the growing season is anticipated. The lower elevation areas will be inundated during the winter and early spring period, with the water table remaining just below the ground surface during the summer. These hydrologic regimes will allow wetland vegetation to become established within the planting areas. During our October 2012 site visit, soils within the Wetland 11 mitigation site were either saturated to the surface or inundated (Photos 11 and 6). 3.5 OTHER MITIGATION ELEMENTS 3.5.1 Irrigation System A temporary irrigation system has been installed within Wetland 11. 3.5.2 Mitigation Site Protection A protective chain -link fence has been installed around the perimeter of the Wetland 11 mitigation site. Tukwila South — Wetland 11 Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 27, 2012 8 4.0 CONCLUSIONS Site grading was completed in a manner consistent with the approved plan. Site elevations achieved are recorded on the as -built grading drawing (Figure 2). Overall, planting densities were consistent with the approved planting plan. Plants salvaged from the mitigation site were installed in numbers greater than that listed in the approved planting plan, overall more plants were installed within the mitigation area than was specified. We note that temporary irrigation was installed within the mitigation site, and this should help to prevent significant mortality of the plantings during the first several years after planting from summer drought stress. In addition, the saplings and shrubs planted within the mitigation site are in good health. Therefore, we expect that planting mortality during the first years after installation will be low and the site is likely to meet future performance standards specified by the mitigation plan for stem density and percent survival of woody species, provided that the sites are well maintained by the project developer. All mitigation design features have been correctly and successfully implemented at the Tukwila South Wetland 11 mitigation site per the approved plans as shown on the as - built drawings (Figures 2 and 3). Installation of the mitigation elements is consistent with the original intent and objectives of the wetland mitigation plan with respect to the created, restored and enhanced wetlands. Application of herbicide to control the reed canarygrass is planned for spring 2013, as part of the on -going maintenance plan. The planted species should effectively control erosion within the Wetland 11 mitigation site. With time and continued maintenance, the planted species will eventually shade out the invasive species. The landscaper contractor will need to winterize the irrigation installation. The "as -built''' wetland mitigation site contains species that are typically found in naturally -occurring Pacific Northwest wetland and upland communities, and will enhance the plant species richness and structural complexity of the area as it develops. First -year monitoring will be conducted in the 2013 growing season to monitor vegetation communities, hydrology, and invasive species, and any necessary replanting will be implemented at that time. Tukwila South — Wetland 11 Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 27, 2012 9 5.0 RECOMMENDATIONS To ensure the success of the wetland plantings, we recommend periodic checking of the mitigation areas in the wetland during the first years of development to monitor plant survival, adequate water supply, and populations of invasive species. We recommend that supplemental irrigation be used to help ensure survival of the plantings through drier summer months during the first few years after planting. Minimum watering during the hot, dry weather (May to September) should be 1 inch of water per week with care that watering soak entire root zone without causing erosion. The first few years of the mitigation plan are the most crucial in terms of invasive species control. During the first five years, while desired species are becoming established, it is important to eliminate or limit the development of invasive plant species such as Himalayan and cutleaf blackberry, reed canarygrass, and purple loosestrife. Delayed invasive species control often necessitates difficult, costly, and time-consuming methods and can result in the mitigation site failing to meet approved standards. The spread of invasive should be vigilantly controlled in the mitigation areas. All occurrences of these species should be immediately removed by hand to prevent colonization and competition with the recently installed plantings. In contrast, volunteers of native species such as rushes, sedges, bulrushes, and spike rushes are welcome additions within the created, restored, and enhanced wetland areas. Tukwila South — Wetland 11 Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 27, 2012 10 6.0 LIMITATIONS We have prepared this report for the exclusive use of Segale Properties LLC and its consultants. No other person or agency may rely upon the information, analysis, or conclusions contained herein without permission from Segale Properties LLC. The determination of ecological system classifications, functions, values, and boundaries is an inexact science, and different individuals and agencies may reach different conclusions. Therefore, the conclusions of this monitoring report should be reviewed by the appropriate regulatory agencies prior to any detailed site planning or construction activities. We warrant that the work performed conforms to standards generally accepted in our field, and prepared substantially in accordance with then -current technical guidelines and criteria. The conclusions of this report represent the results of our analysis of the information provided by the project proponents and their consultants, together with information gathered in the course of this study. No other warranty, express or implied, is made. Tukwila South - Welland 11 Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 27, 2012 TUKWILA SOUTH -. GREEN RIVER OFF -CHANNEL MITIGATION SITE SUMMARY ► - + ♦(j�r 3 Jde , •''1. r k•`w r: t Ai a. ^l �N' �l �k4� '4E`�i . •i;ii�q �._ . . •?. gik.F.• yi: ,.., j General Site Information USACE Permit NWS 2004-1358 WDOE Permit Water Quality Certification Order No. 2877 WDFW HPA 00000G1599-2 City of Tukwila Permit PW 10-064 Responsible Party Segale Properties LLC Total Area and Type of Project Impacts 9.3 acres of USACE jurisdictional wetlands and other waters of the U.S. including 8.23 acres of PEM/PSS/PFO wetlands and 1.07 acres of stream channels. Area and Type of Mitigation provided within Green River Off -channel Green River Off -channel: 1.99 acres of PAB/PEM/PSS wetland creation and 2.97 acres of wetland buffer enhancement. Impact Location West of the Green River, east of Orilla Rd., between S. 178th Street and S. 204th Street, Tukwila, WA Mitigation Location West of the Green River, east of Orilla Rd., north side of 5.200th Street, Tukwila, WA Latitude and Longitude 47.2549 N, 122.1557 W Monitoring Period 2014 to 2024 Year of Monitoring As -Built, 0 of 10 Tukwila South — Green River Off -channel Wetland Mitigation Compliance Monitoring Report Raedeke Associates, Inc. January 2015 11.0 INTRODUCTION This report provides the results of the compliance monitoring of the Green River Off - channel mitigation area created to partially compensate for the permitted wetland impacts on the Tukwila South property, as described in the Tukwila South Project Wetland Mitigation Plan (A.C. Kindig and Company and Raedeke Associates, Inc. 2005, rev. 2011). Permits include an Individua1 404 Permit from the U.S. Army Corps of Engineers (COE #2004-01358), a 401 Water Quality Certification from the Washington Department of Ecology (DOE #2877), a Hydraulic Project Approval from the Washington Department of Fish and Wildlife (WDFW #G1599-2) and the City of Tukwila Public Works Construction Permit (PW 10-064). Development of the Tukwila South site resulted in the loss of a total of 8.26 acres of palustrine emergent, palustrine scrub -shrub, and palustrine forested wetlands. The total area of affected wetland included 0.03 acres of isolated, closed-depressional wetlands that were determined to be non jurisdictional by the U.S. Army Corps of Engineers (USACE). Permits authorizing impacts to USACE non jurisdictional wetlands were obtained by the applicant from the Washington Department of Ecology (WDOE), Washington Department of Fish and Wildlife (WDFW), and the City of Tukwila. A total of 7.47 acres of wetlands that were filled were degraded agricultural fields. Site development also resulted in the filling or relocation of 7,127 linear feet of five watercourses, including the Johnson Creek Ditch, comprising a total area of 1.07 acres of other waters of the U.S. under the jurisdiction of the USACE. Mitigation provided by the Green River Off -channel site comprises the third phase of mitigation to be installed as compensation for the overall project impacts. The initial phases of mitigation consisting of Wetland 10 and Johnson Creek was implemented in 2011 (Raedeke Associates, Inc. 2011). Mitigation provided by the Wetland 11 site was implemented in 2012. The final phase of the wetland mitigation plan is the creation of the 7-acre Green River Off -Channel Habitat Area adjacent to the Green River, including 1.99 acres of new wetlands. The purpose of this report is to verify whether all design features, including grading, placement of habitat structures, planting, installation of BMP's and mitigation site protection measures, as agreed to, were correctly and fully implemented within the Green River Off -channel mitigation site in a manner consistent with the approved plans. This report documents any changes made in the field and verifies whether they were consistent with the intent of the design of the mitigation plan. This report also provides the "as -built" plan, which documents any changes in the planting plan and design elements. This report, including the "as -built" plan, thus serves to document the "time - zero" condition of the wetland mitigation and buffer restoration provided within the Tukwila South — Green River Off -channel Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report January 2015 2 Green River Off -channel. Habitat area, which marks the beginning of the 10-year, long- term monitoring period. 1.1 LOCATION The mitigation site is located north of S. 200th Street, west of the Green River in the City of Tukwila, Washington, within Section 2, Township 22 North, Range 4 East, W. M. (Figure 1). 1.2 OVERALL MITIGATION GOALS AND OBJECTIVES The goal of the approved Final Wetland Mitigation Plan (A.C. Kindig and Company, and Raedeke Associates, Inc. 2005, 2011) is compensation for the loss of 8.26 acres of wetland habitat through the creation, restoration, and enhancement of palustrine forested, scrub -shrub, and emergent wetlands by grading and planting of native wetland plant species. Wetland functions to be enhanced are plant species richness and structural diversity, which would be expected to benefit wildlife habitat. Other wetland functions to be enhanced include stormwater storage, water quality protection, and food chain support. The mitigation areas are designed to establish plant communities typical of native wetland habitats of the Puget Sound lowlands. The mitigation areas are also designed to be low maintenance, self-sustaining communities that should be allowed to develop through natural successional processes. The general goals of the mitigation plan are to: (1) compensate for project impacts to forest, shrub, and farmed emergent wetlands; (2) compensate for wildlife habitat impacts by providing new habitats that increase the overall wetland functional capacity of the site; and (3) provide long-term protection to the mitigation sites. The objectives of the overall mitigation plan are as follows: • Creation of approximately 1.99 acres of palustrine wetland; • Rehabilitation and enhancement of approximately 29.16 acres of degraded wetland by grading and planting of native tree and shrub species; • Enhancement of approximately 18.04 acres of protective buffers by planting native trees and shrubs. Achieving these goals and objectives will result in no net loss of wetland habitat, and will provide wetland acreage with functions and values greater than current site conditions. Tukwila South — Green River Off -channel Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report January 2015 3 1.3 OBJECTIVES OF THE GREEN RIVER OFF -CHANNEL MITIGATION SITE The specific objectives of the Green River Off -channel mitigation site are as follows: • Create 1.99 acres of palustrine wetland adjoining the Green River; • Establishment of approximately 2.97 acres of protective buffers by planting native trees and shrubs. Tukwila South — Green River Off -channel Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report January 2015 4 2.0 METHODS Installation and compliance monitoring consisted of site visits to review soil conditions, to oversee grading of the mitigation area, approve plant layout, and establish base -line information. 2.1 VEGETATION SAMPLE PLOTS We visited the mitigation site on October 2, 2014 to conduct compliance monitoring. We established four transects within the mitigation area (Figure 3). Transect markers consist of five, 4-foot-tall metal stakes placed at 20-foot intervals along each 100 foot long transect. The transects were located within representative portions of each established vegetation community. Along each transect, 10 foot diameter sample plots were established at each transect marker. Within each sample plot, we recorded the plant species, their condition, proper installation, and number of individual planted species. A plant was counted if its stem was located within the sample plot. Plant identifications followed the standard taxonomic procedures as described in Hitchcock and Cronquist (1976), with nomenclature updated by the USDA NRCS (2012) PLANTS Database (Appendix A, Table A-1). 2.2 PHOTOGRAPHIC REFERENCE POINTS Photo points were located at transect markers. We took photos from these locations in order to document the as -built condition in each vegetation community. These photographic reference points will be used during each of the subsequent monitoring visits to document plant community development. 2.3 HYDROLOGIC SAMPLING Depth to saturation of higher topographic areas will be monitored using shallow groundwater monitoring wells or through excavation of soil pits. Observations of hydrologic conditions in emergent and aquatic bed areas will be made during site monitoring visits. Tukwila South — Green River Off -channel Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report January 2015 5 3.0 RESULTS The compliance monitoring visit on October 2, 2014 confirmed installation of the mitigation plantings and design features outlined in the approved plans. 3.1 GRADING INSPECTION During our construction monitoring site inspections, we confirmed that site grading had been completed per the intent of the mitigation plan and that soils were adequate for planting. Actual elevations of the mitigation area are contained on Figure 2. We confirmed that all habitat structures were installed in the number, size, and general location indicated on the mitigation planting plan (Figures 2 and 3, Photo plates 1 and 2). 3.2 PLANT INSPECTIONS AND SUBSTITUTIONS Plants were provided by the landscape contractor and inspected by Raedeke Associates, Inc. at the time of our October 2, 2014 site visit. In general, the plantings were well - rooted and branched and were in good condition. The plantings were well -planted. Figure 3 represent the as -built planting plan drawing for the mitigation site. Hard -stem bulrush was substituted for some yellow pond -lily as quantities of pond -lily could not be obtained. Wooly sedge, water plantain and Hooker's willow were salvaged from the mitigation site prior to grading in numbers that exceeded that specified in the planting plans. These salvaged plants were installed within the wetland mitigation area. 3.3 VEGETATION SAMPLING Raedeke Associates, Inc. staff visited the site on October 2, 2014 to conduct the compliance monitoring of the wetland creation and buffer establishment areas and establish the base -line information for long-term monitoring. The as -built plant quantities, vendors, and invoice dates are provided in Appendix A, and results of our compliance vegetation monitoring are presented in Appendix B. Photo Plate 1 provides additional documentation of mitigation site construction and conditions at the time of our compliance monitoring. Planting areas were delimited by edges of cleared and graded areas, or the Green River. All plantings were in good condition, and appeared to be well -planted. Based on our observations as well as baseline monitoring data (Appendix B), plants appear to be installed in appropriate densities in the various communities. Tukwila South — Green River Off -channel Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report January 2015 6 3.3.1 Transect 1 Transect 1 is located in the southeastern portion of the Green River Off -channel mitigation area. The transect is representative of aquatic bed, emergent, scrub -shrub, and buffer plant communities. The transect includes 5 separate sample plots. 3.3.2 Transect 2 Transect 2 is located in the southern portion of the Green River Off -channel mitigation area. The transect is located in aquatic bed, emergent, scrub shrub, and buffer plant communities and includes 5 separate sample plots. 3.2.3 Transect 3 Transect 3 is located in the southwestern portion of the Green River Off -channel mitigation area. The transect crosses aquatic bed, emergent, scrub -shrub, and buffer plant communities and includes 5 separate sample plots. 3.3.4 Transect 4 Transect 4 is located in the western portion of the Green River Off -channel mitigation area. The transect crosses aquatic bed, emergent, scrub -shrub, and buffer plant communities and includes 5 sample plots. 3.4 HYDROLOGY The Green River Off -channel mitigation site is prone to flooding; thus, seasonal inundation is expected. In the higher elevation areas, saturation within the surface 12 inches during the first 6 to 8 weeks (March 1 through April 30) of the growing season is anticipated. The lower elevation areas will be inundated during the winter and early spring period, with the water table remaining just below the ground surface during the summer. These hydrologic regimes will allow wetland vegetation to become established within the planting areas. During our October 2, 2014 site visit, soils within the Green River Off -channel mitigation site were either saturated to the surface or inundated. 3.5 OTHER MITIGATION ELEMENTS 3.5.1 Irrigation System A temporary irrigation system has been installed within the Green River Off -channel area. 3.5.2 Mitigation Site Protection Signage indicating that the area is a mitigation site has been installed along the top of the flood control dike that forms the southern and western perimeter of the mitigation area. Tukwila South — Green River Off -channel Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report January 2015 7 4.0 CONCLUSIONS Site grading was completed in a manner consistent with the approved plan. Site elevations achieved are recorded on the as -built grading drawing (Figure 2). Overall, planting densities were consistent with the approved planting plan. Plants salvaged from the mitigation site were installed in numbers greater than that listed in the approved planting plan, overall more plants were installed within the mitigation area than was specified. We note that temporary irrigation was installed within the mitigation site, and this should help to prevent significant mortality of the plantings during the first several years after planting from summer drought stress. In addition, the shrubs planted within the mitigation site are in good health. Therefore, we expect that planting mortality during the first years after installation will be low and the site is likely to meet future performance standards specified by the mitigation plan for stem density and percent survival of woody species, provided that the sites are well maintained by the project developer. All mitigation design features have been correctly and successfully implemented at the Tukwila South Green River Off -channel mitigation site per the approved plans as shown on the as -built drawings (Figures 2 and 3). Installation of the mitigation elements is consistent with the original intent and objectives of the wetland mitigation plan with respect to the created wetlands. The "as -built" wetland mitigation site contains species that are typically found in naturally -occurring Pacific Northwest wetland and upland communities, and will enhance the plant species richness and structural complexity of the area as it develops. First -year monitoring will be conducted in the 2015 growing season to monitor vegetation communities, hydrology, and invasive species, and any necessary replanting will be implemented at that time. Tukwila South — Green River Off -channel Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report January 2015 8 5.0 RECOMMENDATIONS To ensure the success of the wetland plantings, we recommend periodic checking of the mitigation areas in the wetland during the first years of development to monitor plant survival, adequate water supply, and populations of invasive species. We recommend that supplemental irrigation be used to help ensure survival of the plantings through drier summer months during the first few years after planting. Minimum watering during the hot, dry weather (May to September) should be 1 inch of water per week with care that watering soak entire root zone without causing erosion. The first few years of the mitigation plan are the most crucial in terms of invasive species control. During the first five years, whole desired species are becoming established, it is important to eliminate or limit the development of invasive plant species such as Himalayan and cutleaf blackberry, reed canarygrass, and purple loosestrife. Delayed invasive species control often necessitates difficult, costly, and time-consuming methods and can result in the mitigation site failing to meet approved standards. The spread of invasive should be vigilantly controlled in the mitigation areas. All occurrences of these species should be immediately removed by hand to prevent colonization and competition with the recently installed plantings. In contrast, volunteers of native species such as rushes, sedges, bulrushes, and spike rushes are welcome additions within the created, restored, and enhanced wetland areas. Tukwila South — Green River Off -channel Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report January 2015 9 6.0 LIMITATIONS We have prepared this report for the exclusive use of Segale Properties LLC and its consultants. No other person or agency may rely upon the information, analysis, or conclusions contained herein without permission from Segale Properties LLC. The determination of ecological system classifications, functions, values, and boundaries is an inexact science, and different individuals and agencies may reach different conclusions. Therefore, the conclusions of this monitoring report should be reviewed by the appropriate regulatory agencies prior to any detailed site planning or construction activities. We warrant that the work performed conforms to standards generally accepted in our field, and prepared substantially in accordance with then -current technical guidelines and criteria. The conclusions of this report represent the results of our analysis of the information provided by the project proponents and their consultants, together with information gathered in the course of this study. No other warranty, express or implied, is made. Tukwila South — Green River Off -channel Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report January 2015 10 7.0 LITERATURE CITED A.C. Kindig & Company and Raedeke Associates, Inc. 2005. Tukwila South Project Wetland Mitigation Plan, Tukwila, Washington. Report prepared for Segale Properties LLC. July 30, 2005; revised April 5, 2011. Hitchcock, C.L., and A. Cronquist. 1976. Flora of the Pacific Northwest. University of Washington Press, Seattle. King County. 2012. King County Department of Natural Resources, Noxious Weed Control Program. http://www.kingcounty. gov/environment/animalsAndPlants/noxious- weeds/laws/list. aspx. Raedeke Associates, Inc. 2012. Wetland Mitigation Compliance Monitoring Report for Tukwila South, Wetland 11. Tukwila Washington. December 16, 2012 report to Segale Properties LLC. Tukwila Washington. Raedeke Associates, Inc. 2011. Wetland Mitigation Compliance Monitoring Report for Tukwila South, Wetland 10 and Johnson Creek. Tukwila Washington. December 13, 2011 report to Segale Properties LLC. Tukwila Washington. Reed, P.B., Jr. 1988. National list of plant species that occur in wetlands: Northwest (Region 9). U.S.D.I. Fish and Wildlife Service. Biol. Report 88 (26.9). 89 pp. Reed, P.B, Jr. 1993. 1993 Supplement to list of plant species that occur in wetlands: Northwest (Region 9). U.S.D.I. Fish and Wildlife Service. Supplement to Biological Report 88 (26.9) May 1988. U.S.D.A., Natural Resources Conservation Service. 2012. Plants Database. http://plants.usda.gov/java/stateSearch . Accessed December 2012. Tukwila South — Green River Off -channel Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report January 2015 FIGURES and PHOTO PLATES Project Manager: Project Personnel: Christopher W. Wright, B.S. Soil and Wetland Scientist Kenneth J. Raedeke, Ph.D. Certified Senior Ecologist, ESA Anne Cline, M.L.A. Landscape Designer Richard W. Lundquist, M.S. Wildlife Biologist TABLE OF CONTENTS Page LIST OF FIGURES IV LIST OF PHOTOS V TUKWILA SOUTH — GREEN RIVER OFF -CHANNEL 1 MITIGATION SITE SUMMARY 1 1.0 INTRODUCTION 1 1.1 Location 2 1.2 Overall Mitigation Goals and Objectives 2 1.3 Objectives of the Green River Off -channel Mitigation Site 3 2.0 METHODS 4 2.1 Vegetation Sample Plots 4 2.2 Photographic Reference Points 4 2.3 Hydrologic Sampling 4 3.0 RESULTS 5 3.1 Grading Inspection 5 3.2 Plant Inspections and Substitutions 5 3.3 Vegetation Sampling 5 3.4 Hydrology 6 3.5 Other Mitigation Elements 6 5.0 RECOMMENDATIONS 8 6.0 LIMITATIONS 9 7.0 LITERATURE CITED 10 FIGURES and PHOTO PLATES 11 iii LIST OF FIGURES Figure Page 1. Regional and Vicinity Map 12 2. Green River Off -channel — As -Built Grading Plan 13 3. Green River Off -channel — As -Built Planting Plan 14 iv LIST OF PHOTOS Page PHOTO PLATE 1: Photo 1. Green River Off -channel Transect 1 15 Photo 2. Green River Off -channel Transect 2 15 Photo 3. Green River Off -channel Transect 3 15 Photo 4. Green River Off -channel Transect 4 15 v Photo 1. Green River Off -channel mitigation site. Transect 1. North view. Photo 3. Green River Off -channel mitigation site. Transect 3. East view. U:12011-014— Tukwila SouthlCompliance MonitoringlPhoto Plate 1.doc. 1-26-15 Photo 2. Green River Off -channel mitigation site. Transect 2. North view. Photo 4. Green River Off -channel mitigation site. Transect 4. East view. Photo Plate 1 7 Ei P P zip 5 `i• • 1. . •h•• • 1• • • .1 /• • SOUTH 200th ST. 1 «'' 1 11 1 1 1 1 11 / / / / / / / / / PIKED •191199M99 GREEN RIVER OFF -CHANT HABITAT AREA AS -BUILT at- ® SEOALE PROPERTIES PT THIS BRAVING IS TIE PROPERTY or SEGALE PRIPERTIES. IN1: R IS LENT AND IS TO SE RETURNED UPON REQUEST. TIE SEMIS AND IDEAS SILIYN IEREEPI ARE TIE PRIPERTY OF SI:GAtL PROPERTIES. Di. MID SWLL NOT c USED, DISCLOSED TO CRIERS. 02 COPIED. IN \DOLE OP VIT IN PAIR. IWI VRITTEN PERIDS110L 4 APPENDIX B Vegetation Monitoring Data Tukwila South — Green River Off -channel Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report January 2015 Litaibms.-rogirwmli=zimri. 131M1.1iggiWzrTT=MirM• • - �.# s 400 Alisma Plantago-Aquatic Water Plantain - Harvested 400 Alisma Plantago-•Aquatic Water Plantain - Harvested 1,200 Scirpus Atrocinctus Wooly Sedge - Harvested r a • f v _„. • • 1, • • ".•""•,.. -4,tt -r• •-••7, • • ' •-• = -•• . • • • "P • 1,200 Scirpus Atrocinctus Wooly Sedge - Harvested SOUND PO Box 7505 NATIVE Olympia, WA 98507-7505 PLANTS (360) 352-4122 phone (360) 867-0007 fax BILL TO Segale Properties P.O. Box 88028 Tukwila WA 98138 206-575-2000 fax 206-575-1837 Invoice DATE INVOICE # 11/29/2012 12-313 P.O. NO. TERMS SALESREP SHIP DATE ORDERED BY PROJECT Net 30 ALB 11/29/2012 Garrett saho 2012 QTY DESCRIPTION PRICE TOTAL 2,000 Hooker willow - Salix hookeriana, live stakes, Diameter: 1/2" - 1"; 12" Subtotal Sales Tax Always a pleasure. Total TERMS: Total due in full on pickup/delivery unless prior credit has been arranged. Overdue invoices subject to 1-1 /2% per month finance charge. Orders cancelled less than 5 business days in advance subject to 10% restocking fee. Holding fees may he charged on orders delayed more than 3 months. Non-refundable SO% deposit required for orders placed more than 6 months in advance. We reserve the right to cancel or decrease Quantities of any order due to crop failures or other circumstances bevond our control. Deposits will be proportionately refunded should this occur. Storm Lake Growers, Inc. 18510 SR 203 Monroe, WA 98272 Bill To Segale Properties PO Box 88028 Tukwila, WA 98138 Ship To 5811 Segale Parkway 206-396-5517 Invoice Date Invoice # 9/3/2014 14-657 P.O. Number Terms, Rep Ship Via F.O.B. Project N30 9/3/2014 SL Truck Quantity Item Code Description Price Each Amount 745 400 . 150 150 20 20 20 1 ACECII SAMRA 1 SYMALI CORCOI CORSE i SALSI 1 MALFUI DELIV Vine Maple 1 gal Red Elderberry 1 gal Snowberry 1 gal Hazelnut 1 gal Red Twig Dogwood 1 gal Sitka Willow 1 gal Crabapple 1 gal Delivery Charge Sales Tax Total Balance Restoration Nursery, LLC 27995 Chambers Mil Road Lorane, OR 97451-9707 balancenursery@yahoo.com TEL 541-942-5530 FAX 541-942-7265 BILL TO SHIP TO Segale Properties PO Box 88028 Tukwila, WA 98138 206-575-2000 206-575-1837 DATE 8/21/2014 INVOICE 170566 Segale Properties 5811 Segale Park Drive Tukwila, WA 98188 P.O. NUMBER SHIP DATE DUE DATE ACCOUNT NO TERMS VIA F.O.B. PROJECT Additional p... 8/27/2014 9/29/2014 Net 30 UPS Lorane, OR QUANTITY DESCRIPTION SIZE PRICE AMOUNT 4,800 Eleocharis palustris / Common spikerush 4,800 Juncus ensifolius / Dagger leaf rush 4,800 Scirpus microcarpus / Small -fruited bulrush 500 Glyceria elata / Tall mannagrass 200 Sparganium emersum / Narrowleaf burreed 200 Scirpus americanus / Chairmaker's bulrush 1 Shipping Charges (8/27) TOTAL DEPOSITS/CREDITS BALANCE DUE Balance Restoration Nursery, LLC 27995 Chambers Mil/ Road Lorane, OR 97451-9707 balancenursery@yahoo.com TEL 541-942-5530 FAX 541-942-7265 BILL TO SHIP TO Segale Properties PO Box 88028 Tukwila, WA 98138 206-575-2000 206-575-1837 DATE 8/13/2014 INVOICE 170558 Segale Properties 5811 Segale Park Drive Tukwila, WA 98188 P.O. NUMBER SHIP DATE DUE DATE ACCOUNT NO TERMS VIA F:O.B. PROJECT Riverbank 8/13/2014 9/29/2014 Net 30 UPS Lorane, OR QUANTITY DESCRIPTION SIZE PRICE AMOUNT 200 Nuphar polysepalum / Cow Lily, Spatterdock, Western wateriily 1,450 Sagittaria Iatifolia / Arrowhead, Wapato 1,050 Sparganium emersum / Narrowleaf burreed (wapato sub) 5,425 Polygonum amphibium / Waterknotweed 5,425 Scirpus acutus / Bulrush TOTAL DEPOSITS/CREDITS BALANCE DUE Garrett Grubb From: Chris Wright <Cwright@raedeke.com> Sent: Monday, August 11, 2014 3:20 PM To: Garrett Grubb Cc: Anne Cline Subject: RE: Off Channel Habitat Plants Garrett, After internal discussion we recommend that plantings be hardstem bulrush (Scirpus acutus) instead of the yellow pondlily. If you can locate the saggitaria, it should only be planted in the portion of the PAB zone where the current will not wash it away. That is likely to be the area in the center of the planting zone farthest away from the main flow of the river. The remainder of the area should be planted with smartweed and bulrush, placed in weighted containers with holes in the bottom to allow for roots to extend beyond the pots. Chris Wright RAEDEKE ASSOCIATES, INC (206) 525-8122 From: Garrett Grubb{mailto:GGrubbOsegaleproperties.com] Sent: Monday, August 04, 2014 4:23 PM To: Chris Wright Subject: Off Channel Habitat Plants Hello Chris. I need to know what we should plant in the PAB section of the habitat; we haven't used yellow pondlily or saggitaria anywhere in our plantings. Further, how would you suggest holding the plants down? The water is currently at 8.1', which Mark tells me is the lowest it's been in several years. Thanks, Garrett Grubb Segale Properties LLC 5811 Segale Park Drive C, Tukwila, WA 98188 PO Box 88028, Tukwila, WA 98138 (206) 575-2000 ggrubb(c�segaleproberties.com Storm Lake Growers, Inc. 18510 SR 203 Monroe, WA 98272 360-794-4842 Phone 360-794-8323 Fax Bill To Segale Properties PO Box 88028 Tukwila, WA 98138 Invoice Date Invoice # 9/17/2013 13-621 Ship To P.O. Number Terms Rep Ship Via L. F.O.B. Project N30 9/17/2013 SI, Truck Quantity Item Code Description Price Each Amount 2,140 ACECI I Vine Maple 1 gal • • . , - Total Storm Lake Growers, Inc. 18510 SR 203 Monroe, WA 98272 360-794-4842 Phone 360-794-8323 Fax Bill To Segale Properties PO Box 88028 Tukwila, WA 98138 Invoice Date Invoice # 9/13/2013 13-615 Ship To 5811 Segale Park Drive C Tukwila, WA 98188 206-396-5517 P.O. Number Terms Rep Ship Via F.O.B. Project N30 9/13/2013 SL Truck Quantity Item Code Description Price Each Amount 44 43 43 62 500 500 200 300 500 1 SALSII MALFUI CORSEI SALLAI SYMALI SAMRA1 CORCOI CORCO2 ACECII DELIV Sitka Willow 1 gal Crabapple 1 gal Red Twig Dogwood 1 gal Pacific Willow 1 gal Snowberry 1 gal Red Elderberry 1 gal Hazelnut 1 gal Hazelnut 2 gal Vine Maple 1 gal Delivery Charge Sales Tax Total A-1 APPENDIX A As Built Vegetation Quantities, Sources, Invoices Tukwila South - Wetland 11 Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 27, 2012 GREEN RIVER OFF -CHANNEL HABITAT AREA PLANTS - 2014 Updated 12/22/14 COMMON NAME SCIENTIFIC NAME SIZE REMARKS PAB PEMF-2 PEMC-2 PEMA-3 PSS-5 SS-2 TOTAL GROWN/ HARVESTED & PURCHASED I TOTAL REQUIRED I DIFFERENCE I NOTES TREES 24' min. ht. Big leaf maple Acer macrophyllum 1 gal Oregon ash Fraxinus latifolia 1 gal. 18" ht. min. Sitka spruce Picea sitchensis 1 gal. 24' htmin. Bitter cherry Prunus emarginata 1 gal. 18' ht. min. Douglas fir Pseudotsuga menziesii 1 gal. 24" ht min. Hooker's Willow Salix hookeriana 1 gal. 12' ht min., well rooted & branched 2000 2000 1552 448 Grown Pacific willow Salix lucida 1 gal. 18' ht min. 62 62 62 - Scouler's willow Salix scouleriana 1 gal. 18" ht. min. 0 - Western red cedar Thuja plicate 1 gal. 24" ht. min. 0 SHRUBS Vine Maple Acer circinatum 1 gal. 18" ht. min., well rooted & branched 150 3235 3385 3385 - Westem servicebeny Amelanchier alnifolia 1 gal. 12" ht min., well rooted & branched 0 - Red -osier dogwood Comus sericea 1 gal. 12' ht. min., well rooted & branched 63 63 43 20 Western hazelnut Corylus comuta 1 gal. 12' ht. min., well rooted & branched 650 650 647 3 Western hawthorn Crataegus douglasii 1 gal. 12" ht. min., well rooted & branched 0 - Ocean -spray Holodiscus discolor 1 gal. 12' ht min., well rooted & branched 0 - Black twinberry Lonicera involucrata 1 gal. 12' ht. min., well rooted & branched 0 - Western crabapple Malus fusca 1 gal. 12" ht. min., well rooted & branched 63 63 43 20 Pacific ninebark Physocarpus capitatus 1 gal. 12" ht. min., well rooted & branched 0 - Swamp gooseberry Ribes lucustre 1 gal. 12" ht. min., well rooted & branched 0 - Nootka rose Rosa nootkana 1 gal. 12" ht min., well rooted & branched 0 - Clustered wild rose Rosa pisocarpa 1 gal. 12" ht. min., well rooted & branched 0 - Thimbleberry Rubus parviforus 1 gal. 12' ht. min., well rooted & branched 0 - Salmonberry Rubus spectabilis 1 gal. 12' ht. min., well rooted & branchsed 0 - Sitka willow Salix sitchensis 1 gal. 12' ht. min., well rooted & branched 64 64 44 20 Red elderberry Sambucus racemosa 1 gal. 12' ht. min., well rooted & branched 900 900 647 253 Common snowberry Symphoricarpos albus 1 gal. 12' ht. min., well rooted & branched 650 650 647 3 EMERGENTS Water plantain Alisma plantago-aquati 10' plugs well rooted, 18" on center spacing 400 400 389 11 Harvested Slough sedge Carex obnupta 10" plugs well rooted, 18" on center spacing 1600 1600 1160 440 Common spikerush Eleocharis palustris 10' plugs well rooted, 18" on center spacing 4800 4800 4771 29 Tall mannagrass Glyceria elate 10' plugs well rooted, 18" on center spacing 1660 1660 1160 500 Daggerleaf rush Juncus ensifolius 10" plugs well rooted, 18' on center spacing 4800 4800 4771 29 Yellow pondlily Nuphar lutea bulb well rooted, 18' on center spacing 200 200 4513 (4,313) Substitution approved by Raedeke Swamp smartweed Polygonum hydropiperc 10' plugs well rooted, 18" on center spacing 5425 5425 4513 912 Broadleaf arrowhead Sagittaria latifolia 10" plugs well rooted, 18" on center spacing 1450 1450 4513 (3,063) Substitution approved by Raedeke Hardstem bulrush Scirpus acutus 10" plugs well rooted, 18" on center spacing 5815 5815 389 5,426 Three -square bulrush Scirpus americanus 10" plugs well rooted, 18" on center spacing 590 590 389 201 Wooly sedge Scirpus atrocinctus 10" plugs well rooted, 18' on center spacing 1200 1200 1160 40 Harvested Small -fruited bulrush Scirpus microcarpus 10" plugs well rooted, 18" on center spacing 4800 4800 4771 29 Simple -stem burreed Sparganium emersum 10" plugs well rooted, 18" on center spacing 1440 200 1640 389 1,251 422171 39958 2259 PROJECT SITES Statue OOP, CPL. Sas% 7. OFF -CHANNEL \ HABITAT AREA ri.nf•-tro. fur ttudait (Pro. t oiurgoaDd Re ional Ma VINPILL fie WoL/i/ ha 6.cl E. If. r Nownolli Inman Ewa on 1.1011011. rt.714,1 C AO* 7=0.. Etc li4,11111r - CornOtr, Um. F,In• ; , ; 1.1,mn fernotoro A. 1111 0 rk.adr.c„41 agalb 41 MI... &lare, Pere.: Et;•••••.-xl Fiq 41. Wwki P16 Ouc PrZ Ut.Ran.1 wey Source for both images: Google Earth (Version 5.1.3533.1731) [Software]. Mountain View, CA: Google Inc. (2009). Available from N1 http://earth.q000le.com. Accessed 2011-10-6. •edeke Associates, Inc. VICINITY & REGIONAL MAP GREEN RIVER OFF -CHANNEL HABITAT AREA FIGURE 1 TUKWILA SOUTH TUKWILA, WA RAI PROJECT: 2001-014 9510 Stone Avenue North Seattle, WA 98 109 DATE: 2012--12-13 r- 1 \ IN d' \ i x \ I If 64 I \ 1 I� +I I I I I I I I I I I I 1 i l l I I I I I I SOUTH 200th ST. l I I 1 I I 1 I I I i r) D cp CO I- C > -- 0 O m O 0 • aC Z 0 IV GREEN R EF1 OFF -CHANNEL HABrrAT AREA AS -BUILT Q� O/03/N SEOALE PROPEIT ES TES 1RAWIW IS TIE PSERERTT SEGKE PRRWEERTIES, NC IT IS LENT NO 1S TO DE RETUNED IRON REQUEST. TIE DESIGNS AND IDEAS SIWN IEREGN ARE TIE PRRERTY O' SEGNE PRIPERf1ES. INC. NO POLL ION 10 USED, DISCLOSED TO DNERS. OR EO'IED, IN VIBE CR IN PART. VITIWI WRITTEN PERIUSSmI } Table B-1. Scientific and common names of plants with assigned Wetland Indicator Status (WIS; Reed 1988, 1993). Scientific names from USDA NRCS (2012) PLANTS Database. Scientific Name Common Name WIS SHRUBS AND TREES Acer macrophyllum Acer circinatum Cornus sericea Corylus cornuta Crataegus douglasii Fraxinus latifolia Holodiscus discolor Lonicera involucrata Malus fusca Physocarpus capitatus Picea sitchensis Prunus emarginata Pseudotsuga menziesii Rosa nutkana Rosa pisocarpa Rubus parviflorus Rubus spectabilis Salix hookeriana Salix lucida spp lasiandra Salix scouleriana Salix sitchensis Sambucus racemosa Symphoricarpos albus Thuja plicata Bigleaf maple Vine maple Redosier dogwood Beaked hazelnut Black hawthorn Oregon ash Oceanspray Twinbeny honeysuckle Pacific crabapple Pacific ninebark Sitka spruce Bitter cherry Douglas -fir Nootka rose Cluster rose Thimbleberry Salmonberry Hooker's willow Pacific Willow Scouler's willow Sitka willow Red elderberry Snowbeny Western red cedar FACU FAC FACW FACU FAC FACW UPL FACW FACW FACW FAC FACU FACU FACU FAC FAC FAC FA.CW FA.CW FA.0 FACW FACU FAC FAC Tukwila South — Green River Off -channel Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report January 2015 { Table. Compliance Monitoring Data Green River Off -Channel restoration, October 2014. Transect 1 Community Sample Plot Number PEMF 1-1 Qty. PEMA 1-2 Qty. 1 PSS 1-3 Qty. 1 Buffer 1-4 Qty. 1 Buffer 1-5 Qty. SAPLINGS & SHRUBS Scientific Name Common Name Acer circinatum vine maple Corylus cornuta Beaked hazelnut Malus fusca Oregon crabapple Sambucus racemosa red elder berry Salix lasiandra Pacific willow Salix sitchensis Sitka willow Symphoricarpos albus Common snowberry 2 1 4 3 9 1 3 1 4 1 9 2 4 2 Totals per Plot Average Woody Plant Count (PSS/PFO) Percent Woody cover Average Woody Ht. (in) 0 0 8 10 8 4.5 25% 30% 20% Emergents Alisma plantago-aquatica European water -plantain Equisetum arvense Field horsetail Glyceria elata Tallmanna grass Nuphar lutea yellow pond -Tilly Polygonum hydropiperoides swamp smartweed Schoenoplectus acutus hard -stem club -rush Schoenoplectus americanus Chairmaker's Club -Rush Scirpus microcarpus Panicled bulrush Spargainum emersum European burr -reed Total Emergent Cover Qty. 2 2 2 2 2 2 2 2 2 2 2 20% 30% Tukwila South Green River Off -channel Wetland Compliance Monitoring Raedeke Associates, Inc January 2015 Table. Compliance Monitoring Data Green River Off -Channel restoration, October 20'14. Transect 2 Community Sample Plot Number PAB 2-1 Qty. PEMF 2-2 Qty. 1 PEM 2-3 Qty. PEM 2-4 Qty. PSS 2-5 Qty. SAPLINGS & SHRUBS Scientific Name Common Name Acer circinatum vine maple Amelanchier alnifolia Saskatoon service -berry Cornus sericea Red osier Corylus cornuta Beaked hazelnut Malus fusca Oregon crabapple Salix lasiandra (volunteer) Pacific willow Salix sitchensis Sitka willow X X 3 1 2 2 1 2 1 Totals per Plot Average Woody Plant Count (PSS/PFO) Percent Woody cover Average Woody Ht. (in) 0 0 0 0 0.0 Emergents Eleocharis palustris common spike rush Epilobium ciliatum Fringed willowherb Equisetum arvense Field horsetail Glyceria elata Tall mannagrass Nuphar lutea yellow pond-lilly Polygonum hydropiperoides swamp smartweed Schoenoplectus acutus hard -stem club -rush Schoenoplectus americanus Chairmaker's Club -Rush Scirpus microcarpus Panicled bulrush Spargainum emersum European burr -reed Qty. X X X X X X X X X X X X X X X X Total Emergent Cover Note: X indicates species is present or volunteer. 5% 5% 25% 30% Tukwila South Green River Off -channel Wetland Compliance Monitoring Raedeke Associates, Inc January 2015 Table. Compliance Monitoring Data Green River Off -Channel restoration, October 2014. Transect 3 Community Sample Plot Number PAB 3-1 Qty. PEMF 3-2 Qty. PEM PEM/PSS 3-3 3-4 Qty. Qty. PSS 3-5 Qty. SAPLINGS & SHRUBS Scientific Name Common Name Salix lasiandra (volunteer) Pacific willow X 1 Totals per Plot Average Woody Plant Count (PSS) Percent Woody cover Average Woody Ht. (in) 0 0 0 0 1 Emergents Alisma plantago-aquatica European water -plantain Echinochloa crus-galli Barnyardgrass Eleocharis palustris common spike rush Glyceria elata Tall mannagrass Gnaphalium uliginosum marsh cudweed Juncus acuminatus tapertip rush Juncus ensifolius dagger -leaf rush Nuphar lutea yellow pond-lilly Polygonum hydropiperoides swamp smartweed Rumex crispus Curly dock Schoenoplectus acutus hard -stem club -rush Schoenoplectus americanus Chairmaker's Club -Rush Scirpus microcarpus Panicled bulrush Spargainum emersum European burr -reed Typha latifolia broad -leaf cat -tail Qty. X X X X X X X X I X X X I X X X X X X X X Total Emergent Cover Note: X indicates species is present or volunteer. 5% 5% 10% 50% 60% Tukwila South Green River Off -channel Wetland Compliance Monitoring Raedeke Associates, Inc. January 2015 Table. Compliance Monitoring Data Green River Off -Channel restoration, October 2014. Transect 4 Community Sample Plot Number PAB PEM 4-1 4-2 Qty. Qty. PSS 4-3 Qty. PSS 4-4 Qty. Buffer 4-5 Qty. SAPLINGS & SHRUBS Scientific Name Common Name Acer circinatum vine maple Corylus cornuta Beaked hazelnut Lonicera involucrata Four line honeysuckle Salix lasiandra (volunteer) Pacific willow Symphoricarpos albus Common snowberry 1 3 X 6 2 4 2 4 3 1 Totals per Plot Average Woody Plant Count (PSS) Percent Woody cover Average Woody Ht. (in) 0 0 3 8 4 2.8 70% 90% 80% Emergents Agrostis stolonifera spreading bent Alisma plantago-aquatica European water -plantain Carex obnupta Slough sedge Echinochloa crus-galli Barnyardgrass Polygonum hydropiperoides swamp smartweed Rumex crispus Curly dock Schoenoplectus americanus Chairmaker's Club -Rush Scirpus microcarpus Panicled bulrush Spargainum emersum European burr -reed Typha latifolia broad -leaf cat -tail Qty. X I X X X X X X X X X Total Emergent Cover Note: X indicates species is present or volunteer. 5% 25% Tukwila South Green River Off -channel Wetland Compliance Mitigation Monitoring Raedeke Associates, Inc. January 2015 WETLAND MITIGATION COMPLIANCE MONITORING Tukwila South Green River Off -channel Habitat Tukwila, Washington U.S. Army Corps of Engineers Permit 2004-1358 WDOE Water Quality Certification Order 2877 RECEIVED OCT 202017 TUKWILA PUBLIC WORKS January 26, 2015 RAEDEKE ASSOCIATES, INC. RECEIVED OCT 19 2017 Community Development Report To: Title: Mr. Mark Segale Segale Properties LLC P.O. Box 88028 Tukwila, WA 98138 Wetland Mitigation Compliance Monitoring Report for Tukwila South, Green River Off -channel Habitat Tukwila, Washington Project Number: 2001-014-005 Prepared By: RAEDEKE ASSOCIATES, INC. 9510 Stone Avenue N Seattle WA 98103 (206) 525-8122 Date: January 2015 Community PSS PSS PSS PFO Sample Plot Number' 11 1-1 11 1-2 • 11 1-3 11 1-4 % Co_ v_ er Ht. (in) Cover Ht. Cover Ht. Cover Ht. SAPLINGS & SHRUBS Scientific Name •Common Name Comus sericea I Red osier i 2 , 2 2 Crafaegus douglasii • Black hawthom ' ' 2 . 2 Fraxlnus latifolia :Oregon ash 1 ! . Holodiscus discolor _ :Creambush _ 2 . Lonicera Involucrata _ 'Four -line honeysuckle 3 Malls fusee 'Western crabapple _ _ 2 1 _ Picea sitchensis Sitka spruce 1 Physocarpus capitatus .Pacific ninebark 1 4 Prunus emarginata Bitter cherry 1 Rosa pisocarpa Cluster rose 2 2 1 2 Rubus spectabilis _ raspberry 1 2 Salix lasiandra .Salmon __ Pacific willow _ 1 3 3 • 3 Salix sitchensis _-� Sitka willow . 3 3 1 Symphoricarpos albus Common snowberry 1 Totals per Plot i 9 15 14 16 'Average Woody Cover 13.5 Emergents ' % Cover Qty. Cover, Qty. Cover Qty. CoverQty. 'Totals per Plot 0 — 0 0 0 0 0 0 0 :Average Woody Cover - (Average Woody Ht. Herbaceous Cover (%) <1 5 <1 5 Invasive Cover (%) { — _ 0 . 0 0 0 Tukwilla South Wetland 11 Wetland Mitigation Compliance Monitoring Raedeke Associates, Inc. December 27, 2012 SAPLINGS & SHRUBS Scientific Name 1 Community. PEMC I Sample Plot Number 11H-1 _ % Cover • Common Name ; PEMC PEMA PEMF 11H-2 11H-3 11H-4 Cover • Cover Cover ' i - Totals per Plot Average Woody Cover Average Woody Ht. 0 • i 0 • 0 0 _ EMERGENTS Carex obnupta Glyceria elate Sclrpus atrocinctus Scopus Microcarpus 'Slough sedge Tallmanna grass — blackgirdle bulrush _ _ _ Red -tinged bulrush ' % Cover 5 5 5 Qty. __ _ Cover Qty.: Cover Qty. Cover 5 1 5 5 5 5 5 ' - Totals per Plot iAverage Emergent Cover ?Average Emergent Ht. _ 15 i : - - 0 1 l 15 0 10 0 5 . Herbaceous Cover Invasive Cover -- — 15• 0 15 10 5 0 ' 0 0 Tukwilla South Wetland 11 Wetland Mitigation Compliance Monitoring Raedeke Associates, Inc. December 27, 2012 i Community PSS 1 Sampte Plot Number 11 F-1 : —% Cover SAPLINGS & SHRUBS Scientific Name Common Name I Amelanchier alnifolia .Saskatoon service -berry 1 Cornus sericea ;Red osier 3 Crataegus douglasii - 'Black hawthorn 2 Lonicera lnvolucrata i Four -line honeysuckle t 2 Malls fusca !Western crabapple 3 Physocarpus capitatus _ I Pacific ninebark _ 2 Rosa pisocarpa _ Cluster rose 2 Rubus spectabilis Salmon raspberry Salix laslandra Pacific willow 5 Salix sitchensfs Sitka willow 1 _ . PEMC • PEMF PFO ' 11 F-2 '11 F-3 11 F-4 Cover, Cover Cover ' , r 1 i 1 1 2 1 2 1 2 { 2 _ • 1 • 1 _ 5 1 1 2 4 4 8 _ 1 totals per Plot 20 , Average Woody Cover 15 ' 13 12 15 • Emergents _ : % Cover Qty. Cover: Qty. CoverIQty. Cover Qty, Totals per Plot 0 Average Woody Cover t - 0 0 0 0 0 0 0 { . Herbaceous Cover (%) } __ 100 Invasive Cover (fie) - - 0 _ i 100 100 50 0 0 0 I I Tukwilla South Wetland 11 Wetland Mitigation Compliance Monitoring Raedeke Associates, Inc. December 27, 2012 SAPLINGS & SHRUBS Scientific Name Amelanchier alnifolia Corpus sericea Crataegus douglasii Fraxinus tatifolla Holodlscus discolor Lonicera Involucrete Malts fusca Picea sitchensis Physocarpus capitatus Rosa pisocarpa Rubus spectabilis _ Salix lasiandra Community PSS i _ Sample Plot Number 11 F-1 ' % Cover i iCommon Name I Saskatoon service -berry 1 Red osier _ 1 . Black hawthom r 2 i Oregon ash — Creambush Four -line honeysuckle 1 IWestem crabapple 2 1 Sitka spruce ;Pacific ninebark 3 ;_ Cluster rose 4 _ • _ _ ,Salmon raspberry2 _ 'Pacific willow 1 1 __ _ PEMC • PEMF 11 F-2 11 F-3 Cover Cover 1 1 . 2 ! I 1 1 1 - 2 2 i 3 PFO ' 11 F-4 Cover 3 _ 3 4 i 2 - 4 1 ;Totals per Plot Average Woody Cover 16 11.5 i 13 0 17 . Emergents Carex obnupta Scirpus atrocinctus Sparganium emersum - _ *% Cover :Slough sedge Black -girdle bulrush i European burr -reed Qty. • Cover Qty.: CoverQty.. CovedQty. _ _ - .. _ . Totals per Rot i Average Woody Cover ':Average Woody Ht. - 0 _ _ .._ 0 ,l 0 0 0 0 _ _ ` . 0 0 _ Herbaceous Cover (%) Invasive Cover (%) _ - 100 0 20 25 0 ; 0 40 ' 0 Tukwilla South Wetland 11 Wetland Mitigation Compliance Monitoring Raedeke Associates, Inc. December 27, 2012 Community! PSS : PEMC PEMF PFO Sample Plot Number 11 E-1 __11 E•2 11 E-3 11 E-4 • % Cover Ht. (in)! Cover Ht. Cover Ht. Cover! Ht. SAPLINGS & SHRUBS I _ _ Scientific Name Common Name ' Amelanchier alnifolia Saskatoon service -berry 2 Corpus sericea Red osier • 1 . 3 _ Crataegus douglesii Black hawthom _ _ _ r 1 1 1 Fraxinus latitolia !Oregon ash _ _ - Holodiscus discolor Creambush ___ . Lonicera Involucrate i Four -line honeysuckle L 2 1 Malls fusee Westem crabapple i - - 2 1 - Physocarpus capitatus Pacific ninebark 1 _ I 2 Rosa pisocarpa Cluster rose 1 3 2 Rubus spectabilis Salmon raspberry t I 1 Salix lasiandra Pacific willow _ 1 y ( 1 Thuja plicate Salix sitchensis Westemarborvitae Sitka willow i 1 1 I - , Symphoricarpos albus iCommon snowberry 1 ' Totals per Plot 8 0 11 10 _ Average Woody Cover {- 7.25 , T ' , Emergents : %e Cover Qty. Coven Qty. CoverQty. Cover,Qty. _ Carex obnupta Glyceria elate .Slough sedge ;Tallmanna grass _ 1 - . I, I { Scirpus Microcarpus 'Red -tinged bulrush - y 'Totals per Plot 0 0 60% 0 0 0 0 0 , _ .. , I . Herbaceous Cover (%) 20 0 10 20 invasive Cover (%) _ __ _ 0 0 : 0 0 _ Tukwilla South Wetland 11 Wetland Mitigation Compliance Monitoring Raedeke Associates, Inc. December 27, 2012 _ �s Community; PSS PEMC PEMF PFO Sample Plot Number 11D-1 _ __ 11D-2 11D-3 11D-4 ' % Cover Cover Cover Cover SAPLINGS & SHRUBS Scientific Name Common Name Amelanchier alnifolia •Saskatoon service -bevy J 1 Cornus sericea _ ;Red osier . 2 1 • 1 Crataegus douglasii Black hawthorn t 3 1 _ _ Lonicera lnvolucrata Four -line honeysuckle 1 3 1 Malls fusca Westem crabapple _ _ I 1 1 3 Physocarpus capitatus !Pacific ninebark 1 : 3 4 Ribes bracteosum 'California black currant _ _ 3 Rosa plsocarpa 'Cluster rose 2 2 1 Rubus spectabilis _ Salmon raspberry 1 _ 3 1 Salix lucida Pacific Willow 4 2 Salix sitchensis _ ISitka willow _ 3 2 3 ' 1 'Totals per Plot 14 15 14 11 • Average Woody Cover 13.5 Emergents % Cover: Qty. Cover' Qty. Cover Qty., CoverQty. .Totals per Plot 0 0 0 0 0 0 0 0 Average Woody Cover ' Average Woody Ht. - Herbaceous Cover (%) 20 0 10 20 Invasive Cover (%) _ ! 0 0 • 0 0 Tukwilla South Wetland 11 Wetland Mitigation Compliance Monitoring Raedeke Associates, Inc. December 27, 2012 Community; PSS . ' PEMC PEMF' PFO Sample Plot Number. 11C-1 ! 11C-2 11C-3 11C-4 % Cove_ r•_ Coven Cover Cover SAPLINGS & SHRUBS Scientific Name Common Name i Amelanchier alnifolia (Saskatoon service -berry 1 l 2 1 ' 1 Corpus sericea I Red osier i 2 Fraxinus latifolia .Oregon ash 2 1 Holodiscus discolor _ , Creambush i 2 • Lonicera Involucrata Four -line honeysuckle _ 1 1 _ • Malis fusca Western crabapple 3 , 1 L 1 Physocarpus capitatus :Pacific ninebark ' 1 ° 1 • Ribes bracteosum _ California black currant i • 2 Rosa pisocarpa 'Cluster rose 4 3 2 _ Rubus spectabilis Salix lucida ;Salmon raspberry 1 iPacific Willow _ _ 1 _ Salix sitchensis _7 _ : Sitka willow i 1 1 8 Sarnbucus racemosa :Red elder ; 1 1 Symphoricarpos albus Common snowberry 3 • 1 Totals per Plot 17 11 I 13 : 14 ;Average Woody Cover ` 13.75 I _- Emergents % Cover Cover Cover . Cover Totals per Piot 0 0 0 0 0 0 0 Herbaceous Cover (%) 1 20 0 10 20 Invasive Cover (%) 0 1 . 0 0 0 Tukwilla South Wetland 11 Wetland Mitigation Compliance Monitoring Raedeke Associates, Inc. December 27, 2012 SAPLINGS & SHRUBS Scientific Name Community PEMA . PEMC Sample Plot Number 11B-1 ( ' 11B-2 • % Cover' Ht. (in)' Cover Ht. _ :Common Name 1 PEMF PEMC 11B-3 11B-4 Cover Ht. - Cover . _ ; Totals per Plot 0 . 0 - 0 0 i I 'Average Woody Cover } 'Average Woody Ht. - EMERGENTS l % Cover Cover Cover Cover Alopecurus geniculatus _ Water foxtail 13 _ Carex obnupta Slough sedge 18 35 • • 20 Eleocharis ovate Ovate spikerush ! 13 Equisetum arvense _ Field horsetail I _ _ ' 12 15 Glyceria elate _ .Tallmanna grass 17 - - Juncus ensifolius - _ ISwordleaf rush i 18 Scirpus atrocinctus _ !blackgirdle bulrush I _ i 12 15 Scirpus Microcarpus ,Red -tinged bulrush 17 35 20 Totals per Plot; 70 70 50 , 70 Average Emergent Cover ' ;Average Emergent Ht. t L L. .... , Herbaceous Cover 70 70 50 70 Invasive Cover - — -- 0 . - 0 1 0 • - - 0 Tukwilla South Wetland 11 Wetland Mitigation Compliance Monitoring Raedeke Associates, Inc. December 27, 2012 i Community PSS _ ; Sample Plot Number 11A-1 ! % Cover' SAPLINGS & SHRUBS . Scientific Name Common Name I- Cornus sericea Red osier _ 1 _ _ , Fraxinus latifolia _ i Oregon ash Lonicera Involucrata Four -line honeysuckle 3 •-• Malls fusca 1 Westem crabapple 2 • Picea sitchensis Sitka spruce _I 1 Physocarpus capitatus Pacific ninebark I 1 i Prunus emarginata Bitter cherry i 1 • Rosa pisocarpa !Cluster rose Rubus spectabills `Salmon raspberry 1 _ Salixlucida 'pacific Willow 1 Thuja plicate 'Western arborvitae _ 1 Salix sitchensis I Sitka willow - PEMC PEMF PFO 11A 2 11A-3 11A-4 Cover. Cover • Cover 1 _. f 2 ' 3 2 i _ 1 _; 3 • 2 • 4 1 1 2 ' 2 : 3 3 _ 1 2 _ 6 1 i 1 _ 3 4 ;Totals per Plot 12 1 .t_• _ !Average Woody Cover — 11.8 16 16 15 i -. 1 1-- Emergents _ % Cover; Qty. Cover: Qty. Cover Qty.l CoverQty. _ ;Totals per Plot _ 0 0 _, .. _._ i __. 0: 0 0 0 0 0 ' l_. t Herbaceous Cover (%) _ 100 Invasive Cover (%) T 1 0 100 1.75 90 0 0. 0 Tukwilla South Wetland 11 Wetland Mitigation Compliance Monitoring Raedeke Associates, Inc. December 27, 2012 Table B-1 (continued) Scientific Name Common Name WIS EMERGENTS Alisma plantango-aquatica Carex obnupta Eleocharis palustris Glyceria striata Gnaphalium uliginosum Juncus ensifolius Nuphar lutea Phalaris arundinacea * Polygonum hydropiperoides Sagittaria latifolia Schoenoplectus acutus Schoenoplectus atnericanus Scirpus atrocinctus Scirpus microcarpus Sparganium emersum Typha latifolia European water plantain Slough sedge Common spikerush Fowl managrass Marsh cudweed Daggerleaf rush Yellow pond -lily Reed canarygrass Swamp smartweed Broadleaf arrowhead Hardstem bulrush Chairmaker's rush Blackgirdle bulrush Panicled bulrush European bur -reed Broadleaf cattail OBL OBL OBL OBL FAC FACW OBL FACW OBL OBL OBL OBL OBL OBL OBL OBL Tukwila South - Wetland 11 Raedeke Associates. Inc. Wetland Mitigation Compliance Monitoring Report December 27, 2012 FIGURES and PHOTO PLATES 11 7.0 LITERATURE CITED A.C. Kindig & Company and Raedeke Associates, Inc. 2005. Tukwila South Project Wetland Mitigation Plan, Tukwila, Washington. Report prepared for Segale Properties LLC. July 30, 2005; revised April 5, 2011. Hitchcock, C.L., and A. Cronquist. 1976. Flora of the Pacific Northwest. University of Washington Press, Seattle. King County. 2012. King County Department of Natural Resources, Noxious Weed Control Program. http://www.kingcounty.gov/environment/animalsAndPlants/noxious- weeds/laws/list.aspx. Raedeke Associates, Inc. 2011. Wetland Mitigation Compliance Monitoring Report for Tukwila South, Wetland 10 and Johnson Creek. Tukwila Washington. December 13, 2011 report to Segale Properties LLC. Tukwila Washington. Reed, P.B., Jr. 1988. National list of plant species that occur in wetlands: Northwest (Region 9). U.S.D.I. Fish and Wildlife Service. Biol. Report 88 (26.9). 89 pp. Reed, P.B, Jr. 1993. 1993 Supplement to list of plant species that occur in wetlands: Northwest (Region 9). U.S.D.I. Fish and Wildlife Service. Supplement to Biological Report 88 (26.9) May 1988. U.S.D.A., Natural Resources Conservation Service. 2012. Plants Database. http://plants.usda.gov/java/stateSearch . Accessed December 2012. Tukwila South - Wetland 11 Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 27, 20.12 F, ,oryp Isa•y PROJECT SITE Sore V F1NIcv.rn 11n... �a^n • -.••• Mr-V-.v.l, nl 14r0n„n Regional Map Source for both images: Google Earth (Version 5.1.3533.1731) [Software]. Mountain View, CA: Google Inc. (2009). Available from http://earlh.google.com. Accessed 2011-10-6. NTS edeke II I sI I \\guar Kurth S,::,,h. REGIONAL & VICINITY MAP TUKWILA SOUTH TUKWILA, WA N FIGURE 1 RAI PROJECT:2001-014 DATE: 2012-12-3 //-7J \. ,f C SOUTH 2O41h STREET /*�.y% / - r- ,. / .N1/44‘-\-(\ ) 42// / ////'/ ~ � \ 1// ^ \ `) ik/J y # 1i / � � (,e/ if /// (l / r I / les 0:///// / 1 j �y 1l1/ J �� �)\A\ // it /, , l// / �11� ems- l �� \ 1 _/// A\ ) Mill �ll VA6D ' .rn,.n av!'r:'err.�ui,rriiarrurnvriiiirr¢r-rre LEGEND — — — PROJECT BOUNDARY — EXISTING CONTOUR - — tee— — .5' AS- BUILT CONTOUR • SNAG LOCATION WOOD/ BRUSH PILE LOCATION LOG & ROOT WAD LOCATIONS TU VILA SOUTH PROJECT IrfTKKdAATKNd PLAN WEILAI _fI,11 ETULT Ol/=UIC sEOALE yes NORTH TOE LR,0MG IS THE nN[nt 6 SMILE RRDERT.S. IK. IT n Lon AND IS TO Z MURK" I►.1 RECIt, TIC SS1GItt MID UM SHWA MCRCOI INC TK PIKRETY R WOKE 'RTCRTTCS. DIG MA LIKE NQI 07 USES. DISCLOSE TO OWES. IV CC<•i[R. IN MOLE CO M NOT, WHEW MITTEN KRM1SSIDI. FIGURE 2 iedeke 11f2..:.. mud, L' :: 11F-1 LEGEND 0 0 PROJECT BOUNDARY TRANSECT, SAMPLE PLOT & PHOTO -POINT LOCATION SNAG LOCATION WOOD/ BRUSH PILE LOCATION LOG & ROOT WAD LOCATIONS TUKWLA SOUTH PROJECT MITK3ATION PLAN WETLAND 11 AS BUILT PLANING niz4ne tI 0 Vegetation Communities flPEMF-1 - Palustrine emergent (Semi permanently Flooded) (Approx..54 Ac.) 1 PEMC-1 • Palustrine emergent (Seasonally Flooded) i 1 1 (Approx. 4.45 Ac.) Elevation approx. 0' to 0.5' above PEMF zones PEMA-1 - Palustrine emergent (Seasonally Saturated) (Approx. 2.02 Ac.) Elevation approx. 0'to 0.5' above PEMC zones PS8-1 • Palustrine scrub -shrub (Approx. 6.17 Ac.) Elevation approx. 0'to 1.0' above PEMA zones PFO-1 • Palustrine forested (Approx. 2.43 Ac.) Elevation above PSS zones PFO-2 - Palustrine forested (Approx. 3.24 Ac.) Elevation above PSS zones Buffer PSS•3 - Palustrine scrub -shrub (Approx. 7.56 Ac.) R7PFO-3 - Palustrine forested -I (Approx. 3.56Ac.) NORTH rr�C. ® eILE PHOPBn838 s i4+s"i' 1 MC i.a l.Z.V.'ply TM% SM\VU14 IS TK PSPCDTV ? S{WLC PNPCRIC[. me IT IS ldl •16 A to SC RUVAnn I IMCS1. /K MAWS me OCAS SKI. Mx[tn Mi M 151SPERTV V S[4r PICPCNTICS. K PO Av t IV It WAS. DITCLOSCD TD a1K16. C. CPICI. 14 xMxr P W M0I. V1110r7 VRITTOI zreasclo. FIGURE 3 tedeke \; As.tx iatrs, tnr. /� •. In Spoor A..Tiu. 1,11 t1� V .Uk, iS A Ssuo PALUSTRINE FOR 3- . " ETLA D (PFO.1) TYPICAL PLANTING LAYOUT PALUSTRINE FORESTED WETLAND (PFO.2) IN VIEW CORRIDOR - TYPICAL PLANTING LAYOUT PALUSTRINE SCRUB -SHRUB WETLAND (PSS-1. PSS•3, and PSS-4) TYPICAL PLANTING LAYOUT rxr.,•.22 PLANT KEY TFi AA. INFIU. PIAMTINGS PALUSTRINE SCRUB -SHRUB WETLAND (PSS-2) TYPICAL PLANTING LAYOUT Notes: No planting typicals are provided for emergent planting areas PEMA, PEMC, PEMF. Planting typicals for PSS-2 and PSS-4 apply only to Wetland 10 and Johnson Creek mitigation areas. COMMON NAME SCIENTIFIC NAME QUANTITY TREES Oregon Rah SMa soma =In. bits. Pm..2cl sol 412 412 d BLCodm -Bair CTMrry NNW W b.6.m8en iEFeurp. 412 Mat RYrp}Y7. 412 P.d-c wSow ETAT Limo 51834 0oouh4181bw 1S4E1scolnine 412 W..t.rn ry ord. RIR* Out 412 SHRUBS WsamMnsn40beny rAmWaNe,.h.al. 118 Redo.MdR"ood Ccenue mri.. 3 287 -Waist, Nasila — CmTTinaomae-Wag. homnorn l+e NW em5730 Hdearl.,*mob, 3.287 ,+e �r n leroWap 12A7 f Weal.mWORT Nscs 3.287 P.cN0 wlA 57, �.287- _ ore to nttrSun. 3.83 .'ThT1,122• rry— __ pNrsdn. 3 3 T11 115 S.1'nen6.rry *Jul.pedebro `VIM wlliw - i� 3.387 ,287 "IQ .FiedwrtT tienibuw neHR,1a 3 3 287 115 t.a nion SAOI been SMMIICetaI . W,. 118 NOTE: SMs* sprat. and M.dc cottonwoods will only b. planed In PFO arts* odbld* of do Wow corridor. COMMON NAME SCIENTIFIC NAME QUANTITY EMERGENT$ .JGQM79Mnuh_ NAM obrrcaoaamIwi 2Ji22 , SbeohRstIe Co..ob 2082, 22.182 32.182 Commsolmwn Elwdo% palm% 211xan ORM*Ma O.Rp.AM nne ,Mon ewyWul 22,182 ,1,11s.y v,�.a_y ramarJtat 3.523 N.r8M.m HARM Sctous.cW. 2,522 7Hno+gR.a bAlusb Saws •m.rlonr +2,2M_ We0b. stlP S01pc. ..osier 12,704 Sm.1*,0* b t.M Stlp00 5Feme.qus 12,30. FIGURE 4 _— TUKWLA SOUTH PROJECT MITIGATION PLAN WERI ND 11 A8 BUILT PLANT LAYOUT min 01090E 2 TIE AWVTA78 Or SUALC 21r*CIT711. M. IT 21 too No It TO !C A51Yb422 %lqr Macs, T1[ 511n14 MT COCAS A9vl1 1ERWl AAI TTE .RV*T ? MAC M.TCRTICS, K RHO WeN.L Im 11C WAD. a1nOT. 10 MTM S OR 1*172. Te 1441.1 br lA RAA7, v111411 11.11r1+ RITHRT141m .edeke �} ,15sn1'i2?V'., I ,TI' ..10 srnw Awl m5..0, ra "ni,, NI p+. APPENDIX B Vegetation Monitoring Data Tukwila South - Wetland 11 Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 27, 2012 Table B-1. Scientific and common names of plants with assigned Wetland Indicator Status (WIS; Reed 1988,.1993). Scientific names from USDA NRCS (2012) PLANTS Database. Scientific Name Common Name WIS SHRUBS AND TREES Acer macrophyllurn Acer circinatum Cornus sericea Corylus cornuta Crataegus douglasii Fraxinus latifolia Holodiscus discolor Lonicera involucrata Malus fusca Physocarpus capitatus Picea sitchensis Prunus emarginata Pseudotsuga rnenziesii Rosa nutkana Rosa pisocarpa Rubus parviflorus Rubus spectabilis Salix hookeriana Salix lucida spp lasiandra Salix scouleriana Salix sitchensis Sambucus racemosa Symphoricarpos albus Thuja plicata Bigleaf maple Vine maple Redosier dogwood Beaked hazelnut Black hawthorn Oregon ash Oceanspray Twinberry honeysuckle Pacific crabapple Pacific ninebark Sitka spruce Bitter cherry Douglas -fir Nootka rose Cluster rose Thimbleberry Salmonberry Hooker's willow Pacific Willow Scouler's willow Sitka willow Red elderberry Snowberry Western red cedar FACU FAC FACW FACU FAC FACW UPL FACW FACW FACW FAC FACU FACU FACU FAC FAC FAC FACW FACW FAC FACW FACU FAC FAC Tukwila South - Wetland 11 Raedeke Associates, Inc. Wetland Mitigation Compliance Monitoring Report December 27, 2012 WETLAND 11 PLANTS - 2012 Updated 12I20/12 Wetland 11 Areas 23,6331 194,879I 0.54 4.47 87,9381 346,5721 2 8 l320.0731 106,2001 156.736 7.35 2.44 3.6 COMMON NAME SCIENTIFIC NAME SIZE REMARKS TREES PEMF-1 PEMC•11'EMA•1 PS6-1 t PSS-2 PSS-3 PF0.1 PFO-2 PF0.3 TOTAL GROWN, 7arAL I NOTES - - - - HARVESTEDE PURCHASED 0 I REOUIRED 0 GFFEREUCE Big leaf maple Acer macrophylhrm 1 gal 24' min. h1. Oregon asn Fraxinus latifdra 1 gal. 18' ht. min. - - 118 294 412 412 Sltka spruce Picea sit hensis 1 gat. 24' ht. min. . . - . 118 294 412 412 - Bitter cherry Prunus emarginala 1 gal. 18' ht. min. 118 294 412 412 - Douglas Tv Pseudotsuga menziesi i gal. 24' ht. min. - - - 0 0 - Hacker's Wdiow Salix hookeriana 1 gel. 17 ht. mkt., well rooted & branched 0 0 Pacific willow Salix lucida 1 gal. 18' ht. min. •- 4,232 - 3,890 118 294 8534 8534 • Grew 0n Site Secu1Vs willow Salix soouleriana 1 gal. 18' ht.min. • --- - - - - 118 1621 294 2033 2033 Western rod cedar ihuja picaia it gal. 24' h4 min. _ -.. - - - t 1 118 294 412 412 SHRUBS Vine Maple Acer drdiilattlm 1 gal. 18' ht. min., well rooted & branched - 0 0 • Western servicebeny Ameianchier aln4eia 1 gal. 12' ht, min., well rooted & branched - - - 118 - 296 118 178 Red -osier dogwood Carus sedcea 1 gal. 17 ht. mkt., well rooted & branched - 1,568 1,425 - 473 294 3760 3760 Western hazelnut Corylus oomute 1 gal. 17 h1. min., well rooted & branched - - - 118 296 118 178 Western hawthorn Cretaegus douglas0 t gal. 12' hL min., well roofed &branched - - 1,568 - 1,425 473 294 3760 3760 • Ocean spray Hdodrscus discolor 1 gal. 12' hL min., well rooted & branched •- - - 118 - 296 118 178 Black twinberry Lonicera inwiucrata 1 gal. 12' hL min., well rooted & branched - - 1,568 1,425 294 3287 3287 - Westem crabapple Malus fusee 1 gal. 17 hl, min., well rooted & branched - 1,568 - 1,425 473 294 3765 3760 5 Pacific Mnebark Physocarpus caglalus 1 gal. 12' hl. min., well rooted & branched - 1,568 1,425 473 294 3760 3760 Swamp gooseberry Ribes Waste 1 gal. 17 ht min., well rooted & branched - - - 473 473 473 - Hoonca rase Rosa noolkena 1 gal. 17 ht. min., well rooted & branched - 1,568 1.425 118 473 294 3878 3878 - Clustered wild nese Rosa pisocarya 1 gal. 17 ht. min., well raced &brandied - - 1,568 - 1,425 118 3111 3111 - Tnimbleborry Rubus parvifloms 1 gel. 17 ht. min., well rooted & branched - - 118 . 296 118 178 Salmonber y Rubus speelabilis 1 gal. 12' hL min., web rooted & branchsed - - 1,568 1,425 - 473 294 3760 3760 - Suue willow Salix sitchensis 1 gel. 17 ht min., well rooted & branched - - 1,568 - 1,425 - 473 294 3773 3760 13 Grew 3,100 On Site Red elderberry Sambucus racemosa 1 gal. 17 ht. mkt.. well rooted & branched • - •- 118 - 296 118` 178 Common mastery Symphoricarpos albus 1 gal. 17 hL min., well rooted & branched - - - - 118 298 118 178 EMERGENTS water plantain Nisma plantagwaquati 10' plugs well rooted, 18' on center spacing 2,622 - - - - 3000 2622 378 3,000 Harvested On Site Slough sedge Carex obnupla 10' plugs well rooted, 18' on center spacing - 12,304 9,878 •- - 22500 22182 318 Common spwerush Eleocharis galosh's 10' plugs well rooted, 18' on center spacing 12,304 9.878 - - 22500 22182 318 Tan mannagrass Glyceria elate 10' plugs web rooted 18' on center spacing - 12,304 9,878 - - - - 22500 22182 318 Oaggedeal rush Juncus enstdius 10' pigs web rooted, 18' on center sparing 12,304 9,878 - - 22500 22182 318 Tearer ponefy Nuphar lutes bulb well rooted, 18' on center spacing 0 - - •100 0 100 Swamp smarnweed Polygonum hydropiperr 10' pigs well rooted, 18' on center spacing 2,622 2650 2622 28 Broadleaf arrowhead Segittaria latitdia 10' plugs well rooted, 18- on center sparing 0 0 - Hadatcrn bulrush Scirpus addus 10- plugs well rooted, 18' on center spacing 2,622 - - 2,650 2622 28 1,950 Harvested On Site Three -square bulrush Scirpus anericanus 10' plugs wed rooted, 18' on center spacing - 12.304 •- - 12500 12304 196 Wooly sedge Scirpus ehocinctus 10' plugs well roofed, 18' on center spacing • 12,E 11804 12304 (500) Small -trotted bulrush Scirpus miaccarpus 10' plugs well roofed, i8' on center spacing •12,304 - - 12500 12304 191i Simple -stem burreed Sparganium emersum 10' plugs well rooted, 18' on center spacing 2.622 - - - - 2650 2622 28 185172 182360 2812 WWI iNti 014V 5 If! iiU e"� 3 N w s s 4 8 ill glii0 gig x s 8 8 8 8 8 8 8 8 1 �VwV N, Cn 8 g § g g § a W 4� 75, g g 2S S S, 8 8 s R 0 CO fla N 1111 wt r P ,Ny 1 1 1 8 103 1 1 8 8 8 8 1 9 O CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 SUBDIVISION - FINAL PLAT APPLICATION FOR STAFF USE, ONLY Permits Plus Type: P-SUBF Planner: File Number: 1 1 ,Ms Q Application Complete Date: Project File Number: t_1 —1C)076 Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: TUKWILA SOUTH FINAL PLAT PHASE 1 BRIEF DESCRIPTION OF ROJECT: TUKWILA SOUTH FINAL PLAT PHASE 1 ORIGINAL # OF LOTS 42 PROPOSED # OF LOTS 3 LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. TUKWILA SOUTH LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). SEE ATTACHMENT "A" DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City sKfrnmUnity • has full responsibility for identifying and satisfying all relevant and sometimes overlaId#ment standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: MARK A. SEGALE k IVEJ OCT 112017 Address: PO BOX 88028, TUKWILA, WA 98188 Phone: (206) 575-2000 E-mail: MSEGALE SEG PROPERTIES.COM Signature: FAX: Date: 10/10/2017 \\deptstore\City Common\Teri\Revisions In Progress\Subdivision Final Plat-Jan2011.docx TUI 'LA SOUTH FINAL PLAT PARCEL UST ATTACHMENT "A" 022204 9008 022204 9011 022204 9015 022204 9033 022204 9037 022204 9040 022204 9043 022204 9057 022204 9061 023900 0352 262304 9065 032204 9006 032204 9047 032204 9052 032204 9090 032204 9092 032204 9093 032204 9100 352304 9009 352304 9013 352304 9015 352304 9016 352304 9017 352304 9025 352304 9027 352304 9034 352304 9036 352304 9038 352304 9041 352304 9045 352304 9049 352304 9050 352304 9051 352304 9065 352304 9066 352304 9068 352304 9078 352304 9090 352304 9116 352304 9117 352304 9118 COMPLETE APPLICATION HECKLI T The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City Staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: 1 1. Application Checklist (1 copy) indicating items submitted with application. 1 2. Completed Application Form and drawings (5 copies). 1 3. One set of all plans reduced to either 8 1/2" x 11" or 11" x 17". ✓ 4. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). 1 5. Application Fee: See Land Use Fee Schedule. N/A 6. One electronic copy of the final plat survey on disk in AutoCad, ArcView or Arclnfo format. PUBLIC NOTICE MATERIALS: 1 7. Payment of notice board fee (see Land Use Fee schedule) to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 1 8. Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks --must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip 3.,..`m' Mr. Smith 1234 Park Ave S Tukwila WA 98188 OCT 11 2017 PLEASE NOTE: Regardless of whether you pay the City to generate the mai kabolsjor you provide them, there is an additional fee for postage and material as listed under PubliZENOW6111Mtling Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. N/A 9. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. \\deptstore\City Common \Teri\Revisions In Progress\Subdivision Final Plat-Jan2011.docx Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning PROJECT DESCRIPTION AND ANALYSIS: ✓ 10. Title Report: Clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing (two copies). ✓ 11. A written discussion of project consistency with decision criteria (see Application). Include all plans, legal descriptions and other documentation necessary to demonstrate that conditions of preliminary plat approval have been met. Clearly call out any changes to the approved preliminary plat and justify why it was changed. 12. Any required maintenance agreements; easements; private codes, covenants or restrictions; or other documents ready for recording. N/A 13. Provide sensitive area enhancement reports and/or maintenance and monitoring bonds as needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). ✓ 14. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. N/A 15. Any proposed signage per the Tukwila Sign Code (TMC Title 19). FINAL PLAT SURVEY: ✓ 16. (a) The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060(A). This shall be stamped by the surveyor.. ✓ (b) Legal descriptions of the subdivision boundaries. (c) The final plat documents must include all applicable signature blanks (see TMC 17.04.060). Sections for the surveyor and owner(s) must be signed prior to submittal. ✓ (d) Existing and proposed lot lines shall be shown solid with new lines called out and lot lines to be removed shall be shown dashed. ✓ (e) Lot and block numbers shall begin with the number one (1) and be numbered consecutively without omission or duplication. ✓ (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). 1 (g) Dash in required setback distances from all parcel lot lines. ✓ (h) Fire access lanes and turn-arounds per Fire Department standards. ✓ (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. LANDSCAPE PLAN: N/A 17. (a) Landscape planting plan by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original Washington State registered Landscape Architect stamp and signature. Plans must include the type, quantity, spacing and location of all plantings. Maximum sheet size 24" x 36". N/A (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: ✓ 18. (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 15%, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36". ✓ (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. N/A (c) Show all trees over 4" caliper, indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. ✓ (d) Proposed lot and tract lines. \\deptstore\City Common\Teri \Revisions In Progress\Subdivision Final Plat-Jan20I I.docx Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning CIVIL PLANS: N/A 19. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north an.ow. Maximum sheet size 24" x 36". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See http://www.tukwilawa.gov/pubwks/pwpermit.html for further information (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. beyond the property line). (d) Total expected cut and fill for plat buildout. (e) Existing and proposed utility improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to http://www.tukwilawa.gov/pubwks/pwpermit.html. (g) Locate the nearest existing hydrant and all proposed hydrants. (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (i) Plan, profile and cross-section for any right-of-way improvements. (j) Show access to lots, driveways, parking areas, fire access lanes and turn-arounds. (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. (1) Show proposed lot, tract and easement lines. \\deptstore\City Common\Teri\Revisions In Progress\Subdivision Final Plat-Jan2011.docx CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at S. 204th St. to S. 180th St., Tukwila, WA 98188 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at Tukwila ss (city), WA (state), on SApte.mher 99 Mark A. Segale, V.P. of Its Manager ,20 17 (Print Name) PO Box 88028, Tukwila, WA 98138 (Address) 206-57 . -2000 (Phone N 4 (Signature) On this day personally appeared before me Mark A. Segale executed the foregoing instrument and acknowledged that he/she signed the same as purposes mentioned presittiss,,,,, ��JJ MAcA SUBSCRIBE okIVR "`M 1 1( ORE ME ON THiS.,i Cam\ NOTA Cyt0 . USLIC •. , of - �s,.••'< per , WASO ,,,,,,iiiiiltr,% RECEIVED to me known to f tpe his/her voluntary act ai ee r Community who ses and O fevelopm20 tI--I DAY OFF Q� cx .r-, NOTARY PUBLIC inn and for the State of Washington residing at V�C \i&R My Commission expires on \\deptstore\City Convnon\Teri\Revisions In Progress\Subdivision Final Plat-Jan201 I.docx Final Plat Review Criteria Application Checklist #11 The Phase 1 Final Plat is consistent with all decision criteria found in TMC 17.14.030.C. Each criterion is stated below, in italics, followed by a demonstration of how each criterion is met. TMC 17.14.030.C. CRITERIA FOR FINAL PLAT APPROVAL: In approving the final plat, the City Council shall find: 1. That the proposed final plat bears the required certificates and statements of approval. Sheet 1 of the Final Plat bears a certificate from the surveyor that prepared the plat, and Sheet 1 of the Final Plat bears the signature approval lines for the King County Treasurer, Seattle -King County Health Department, City of Tukwila Finance Director, City of Tukwila Director of Public Works, and the City of Tukwila Director of the Department of Community Development, and for the City of Tukwila Mayor, as well as the Owner's affidavit and certificate of dedication. This Phase 1 Final Plat meets the required criterion. TMC 17.14.030.C.2. That a title insurance report furnished by the subdivider confirms the title of the land, and the proposed subdivision is vested in the name of the owner(s) whose signature(s) appears on the plat certificate. The title insurance report provided with the Final Plat :application confirms that title to the land is held by Segale Properties LLC, which is the name of the owner, whose signature appears on the plat. This Phase 1 Final Plat meets the required criterion. TMC 17.14.030. C.3. That the facilities and improvements required to be provided by the subdivider have been completed or, alternatively, that the subdivider has submitted with the proposed final plat a performance bond or other security in conformance with TMC 17.24.030. The first phase of the Final Plat will create Lots 1, 2, and 3, together with fourteen Future Development Tracts, two Open Space Tracts, two Regional Detention Tracts, five Sensitive Area Tracts, and one Non -Buildable Tract. All facilities and infrastructure needed to serve Lots 1, 2 and 3 have been completed; each new lot is accessed via an existing road, and each has water, sewer, stormwater and all dry utilities (e.g., power, and cable) stubbed to each Lot. This Phase 1 Final Plat meets the required criterion. As subsequent phases are recorded to subdivide the Future Development Tracts into additional lots, new facilities and improvements will be assured to each of those new lots. TMC 17.14.030.C.4. That the plat is certified as accurate by the land surveyor responsible for the plat. RECEIVED OCT 112011 Community Development Sheet 1 of the Final Plat bears a certificate from the surveyor that prepared the plat. This Phase 1 Final Plat meets the required criterion. TMC 17.14.030. C.S. That the plat is in conformance with the approved preliminary plat. The Phase 1 Final Plat is in conformance with the approved preliminary plat. The Preliminary Plat approval was made on October 9, 2017, subject to the following conditions, each of which is met by the Final Plat. Each Preliminary Plat condition of approval is stated below, in italics, followed by a demonstration of how each condition is met. 1. Pursuant to RCW 58.17.170, the Applicant shallcomply with all local, state, and federal rules and regulations in effect on June 8th, 2009, the vesting date of the subject application. However, if the legislative body finds that a change in conditions creates a serious threat to the public health or safety in the subdivision, future development may be subject to updated codes, including, but not limited to the International Building Code and the International Fire Code, as amended. The Final Plat was developed in compliance with all local, state and federal rules, including extensive permitting and mitigation work associated with the Green River and wetlands. This Phase 1 Final Plat meets the required condition. 2. The plat configuration shall be developed in substantial conformance with the development plan set prepared by Segale Properties dated June 7, 2017 (Attachment A) and subject to applicable conditiqns of approval specified by the Hearing Examiner. The Final Plat configuration is in substantial conformance with the approved preliminary plat set, including identical location and dimensions of Final Plat Lots 1, 2, and 3 (which are mapped on the Preliminary Plat as Lots 7, 36 and 37), as well as the identical location and dimensions of the Open Space Tracts, Regional Detention Tracts, Sensitive Area Tracts, and the Non -Buildable Tract. The Future Development Tracts shown on the Final Plat match the location and external boundaries of groups of preliminary plat lots. This Phase 1 Final Plat meets the required condition. 3. The Applicant or subsequent owner(s) shall comply with the payment of transportation impact fees in accordance with TMC Chapter 9. Pursuant to TMC Chapter 9, transportation impact fees are calculated and due for building permits. Note 12 shown on Sheet 23 of the Final Plat, explains that impact fees, as applicable, will be due at the time of issuance of a building permit. This Phase 1 Final Plat meets the required condition. 4. Prior to final approval, adequate provisions shall be made to ensure that all necessary utilities and infrastructure is in place to serve the proposed lots ofthe plat. As described above, under plat approval criterion TMC 17.14.030(C)(3), the facilities and improvements, including all necessary utilities and infrastructure, are in place to serve Lots 1, 2, and 3, meaning that appropriate provisions have been made and this Phase 1 Final Plat meets the required condition. 5. In order to meet the requirements of TMC 17.14.020 (0)(3) the Applicant shall fully comply with section 4.5 of the Development Agreement (Parks and Open Space) between the City of Tukwila and Segale Properties LLC with respect to submission of a plan for trails and bike/pedestrian connections within Tukwila South, including in subdivision area. The Final Plat is in compliance with Section 4.5 of the Development Agreement. On November 18, 2015, the City Administrator granted Segale Properties an extension until December 31, 2017 to submit the required plan for trails and bike/pedestrian connections to the City. The letter granting the extension (Attachment J to the Preliminary Plat Staff Report and Examiner's Decision) explained that the extension was granted because development has not yet occurred and, as such, the plan for trails and bike/pedestrian connections was not yet necessary. For that same reason, it is anticipated that an additional extension will be requested. This Phase 1 Final Plat meets the required condition. 6. In lieu of the two proposed streets being dedicated to the public and in consideration of the City waiving the provision of 4.2.5.B.3 of the Infrastructure Design and Construction Standards, the Applicant shall construct the private roads to meet City standards, including, but not limited to street lighting, drainage, and pavement thickness. The two private streets discussed in Preliminary Plat condition of approval no. 6 are streets that will be located inside Future Development Tract 5 and Future Development Tract 7. This condition applies at the time that a final plat is proposed to create lots within Future Development Tract 5 or Future Development Tract 7. 7. Prior to final approval, the Applicant shall install all public works infrastructure, including construction of the private roads. All construction shall meet applicable Tukwila Municipal Code sections and the City's Infrastructure Design and construction standards (with the exception of 4.2.5.B.3). The general design of the public works improvements shall be consistent with the plans included as Attachment B. As described above, under final plat approval criterion TMC 17.14.030(C)(3), the facilities and improvement, including all public works infrastructure, are in place to serve Lots 1, 2, and 3. This Phase 1 Final Plat meets the required condition. In addition, confirmation that other public works infrastructure required to serve other lots, including the two private roads, will be made at the time that another phase of the final plat is proposed to create lots within one or more Future Development Tracts. 8. As part of the final plat application, the Applicant shall provide the necessary documentation outlined in Section 4.1.B of the City's Infrastructure Design and Construction Standards regarding the private streets in the plat. As described above, under Preliminary Plat condition of approval nos. 6 and 7, documentation confirming that the private streets meet the City's Design and Construction Standards will be provided at the time that a final plat phase is proposed to create lots within Future Development Tract 5 or Future Development Tract 7. 9. All easements, including, but not limited to open space, pedestrian, a n d access (with corresponding recording numbers) shall be noted on the final plat documents. All existing and proposed easements are shown on the final plat as is required by the survey standards applicable to final plats, in TMC 17.04.060. This Phase 1 Final Plat meets the required condition. 10. Street names for the private streets shall be mutually agreed upon by the City and the Applicant. Once street names have been agreed upon, the Applicant shall be responsible for installing street signs in conformance with the City's adopted standards. As described above, under Preliminary Plat condition of approval nos. 6 and 7, documentation confirming the private street names and signage will be provided at the time that a final plat phase is proposed to create lots within Future Development Tract 5 or Future Development Tract 7. 11. Preliminary plat approval for subdivision shall be null and void unless a complete application for final plat meeting all requirements of this chapter is submitted for approval within five years of the date of preliminary plat approval. The hearing body of the preliminary approval may approve one extension not to exceed one year or as amended within TMC Title 17. This Phase 1 Final Plat application is being made within the five-year window following the Preliminary Plat approval. This Phase 1 Final Plat meets the required condition. 12. Any final plat phase that includes a Non -Buildable Tract or Future Development Tract must also include notes describing the nature ofthose tracts. This Phase 1 Final Plat application includes one Non -Buildable Tract, and fourteen Future Development Tracts. Plat Note 8 describes the nature of the Non -Buildable Tract, and Plat Note 11 describes the nature of the Future Development Tracts. This Phase 1 Final Plat meets the required condition. TMC 17.14.030. C. 6. That the plat meets the requirements of Chapter 58.17 RCW and other applicable state and local laws which were in effect at the time of preliminary plat approval. The October 9, 2017 City Hearing Examiner's Findings, Conclusions and Decision approving the Preliminary Plat of Tukwila South, includes the Hearing Examiner's legal conclusion no. 10, that the "all state and City subdivision requirements" are met. Likewise, this Phase 1 Final Plat which conforms to the approved Preliminary Plat, meets all applicable requirements of state law and the local Tukwila Municipal Code. This Phase 1 Final Plat meets the required criterion. FDT-1.txt Parcel name: FDT-1 North: 163872.8192 Line Course: N 74-57-40 W North: 163905.8841 Line Course: N 71-34-27 w North: 163933.2627 Line Course: N 60-44-18 W North: 163978.6574 Line Course: S 45-39-48 W North: 163967.4754 Line Course: N 61-19-01 W North: 164177.4021 Line Course: 5 16-08-19 w North: 163778.5067 Curve Length: 731.33 Delta: 58-11-52 Chord: 700.30 Course In: S 73-51-41 E RP North: 163578.3740 End North: 163096.0477 Curve Length: 2.09 Delta: 0-09-58 Chord: 2.09 Course In: N 47-56-27 E RP North: 163578.3740 End North: 163094.4999 Line Course: S 42-13-31 E North: 163067.9749 Line Course: S 85-56-50 E North: 163066.6102 Line Course: N 42-46-29 E North: 163088.9173 Line Course: 5 47-13-31 E North: 163079.7492 Line Course: N 42-46-29 E North: 163249.3101 Line Course: S 47-13-31 E North: 163241.1606 Line Course: N 42-46-29 E North: 163418.7591 Curve Length: 517.29 Delta: 30-55-18 Chord: 511.03 Course In: N 47-13-31 w RP North: 164069.6932 End North: 163872.8151 East : 1287172.9649 Length: 127.43 East : 1287049.8993 Length: 86.62 East : 1286967.7200 Length: 92.87 East : 1286886.7006 Length: 16.00 East : 1286875.2567 Length: 437.38 East : 1286491.5484 Length: 415.26 East : Radius: Tangent: Course: Course Out: East : East : Radius: Tangent: Course: Course Out: East : East : 35.82 East : 19.31 East : 30.39 East : 13.50 East : 231.00 East : 12.00 East : 241.95 East : Radius: Tangent: Course: Course Out: East : East : Length: Length: Length: Length: Length: Length: Length: 1286376.1218 720.00 400.73 5 12-57-37 E S 47-56-27 W 1287067.7481 1286533.1816 720.00 1.04 5 42-08-32 E 5 47-46-29 w 1287067.7481 1286534.5822 1286558.6550 1286577.9167 1286598.5551 1286608.4645 1286765.3406 1286774.1490 1286938.4615 958.50 265.11 N 27-18-50 E 5 78-08-49 E 1286234.8941 1287172.9566 Dated: 9/29/17 Perimeter: 3010.23 Area: 544,706 sq. ft. 12.50 acres Mapcheck closure - (uses listed courses, radii, and deltas) Error Closure: 0.0092 Course: S 63-06-19 W Error North: -0.00418 East : -0.00824 Precision 1: 327,200.00 Page 1 RECEIVED OCT 112017 Community Development FDT-2.tXt Parcel name: FDT-2 Dated 9/29/17 North: 163438.4277 Line Course: S 70-48-28 E North: 163402.4111 Line Course: N 17-27-45 E North: 163752.0777 Line Course: N 20-59-43 w North: 163806.2551 Line Course: N 13-37-21 E North: 163874.6746 Line Course: N 87-50-41 w North: 163877.7694 Line Course: S 88-02-05 w North: 163874.2110 Line Course: S 59-24-55 W North: 163848.7806 Line Course: S 59-24-55 W North: 163840.9297 Curve Length: 546.89 Delta: 30-05-10 Chord: 540.63 Course In: N 77-18-41 w RP North: 164069.6975 End North: 163362.3966 Line Course: S 42-46-29 W North: 163090.1084 Line Course: 5 47-13-31 E North: 163082.6381 Line Course: 5 42-46-29 W North: 162992.3524 Line Course: 5 47-13-31 E North: 162981.8261 Line Course: 5 42-46-29 W North: 162977.2531 Curve Length: 29.67 Delta: 85-00-00 chord: 27.02 Course In: 5 47-13-31 E RP North: 162963.6707 End North: 162950.2298 Line Course: 5 42-13-31 E North: 162580.9236 Line Course: N 17-27-45 E North: 163438.4251 East : 1287283.9486 Length: 109.56 East : 1287387.4194 Length: 366.56 East : 1287497.4173 Length: 58.03 East : 1287476.6256 Length: 70.40 East : 1287493.2065 Length: 82.29 East : 1287410.9747 Length: 103.76 East : 1287307.2758 Length: 49.98 East : 1287264.2491 Length: 15.43 East : 1287250.9657 Radius: 1041.50 Tangent: 279.91 Course: S 27-43-54 w Course Out: S 47-13-31 E East : 1286234.9010 East : 1286999.3928 Length: 370.95 East : 1286747.4741 Length: 11.00 East : 1286755.5485 Length: 123.00 East : 1286672.0170 Length: 15.50 East : 1286683.3945 Length: 6.23 East : 1286679.1636 Radius: 20.00 Tangent: 18.33 Course: S 00-16-29 w Course Out: S 47-46-29 W East : 1286693.8442 East : 1286679.0340 Length: 498.72 East : 1287014.1975 Length: 898.93 East : 1287283.9497 Perimeter: 3356.91 Area: 380,449 sq. ft. 8.73 acres Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0029 Course: S 23-13-10 E Error North: -0.00265 East : 0.00114 Precision 1: 1,157,551.72 Page 1 FDT-3.txt Parcel name: FDT-3 North: 162460.4497 East : 1287054.3809 Curve Length: 134.31 Radius: 650.00 Delta: 11-50-21 Tangent: 67.40 Chord: 134.08 Course: N 49-54-14 W Course In: N 34-10-35 E Course Out: S 46-00-56 w RP North: 162998.2025 East : 1287419.5135 End North: 162546.8016 East : 1286951.8201 Line Course: N 43-59-04 W Length: 403.30 North: 162836.9874 East : 1286671.7431 Line Course: N 42-13-31 W Length: 50.00 North: 162874.0128 East : 1286638.1408 Curve Length: 46.88 Radius: 43.00 Delta: 62-27-59 Tangent: 26.08 Chord: 44.59 Course: N 73-27-30 W Course In: S 47-46-29 W Course Out: N 14-41-30 w RP North: 162845.1147 East : 1286606.2989 End North: 162886.7088 East : 1286595.3934 Line Course: S 42-46-29 w Length: 25.60 North: 162867.9177 East : 1286578.0080 Line Course: N 47-13-31 W Length: 14.50 North: 162877.7649 East : 1286567.3646 Curve Length: 90.69 Radius: 946.50 Delta: 5-29-24 Tangent: 45.38 Chord: 90.66 Course: S 40-01-47 W Course In: S 47-13-31 E Course Out: N 52-42-55 w RP North: 162234.9801 East : 1287262.1235 End North: 162808.3474 East : 1286509.0550 Line Course: S 49-24-40 W Length: 50.96 North: 162775.1914 East : 1286470.3561 Curve Length: 409.45 Radius: 958.50 Delta: 24-28-32 Tangent: 207.90 Chord: 406.34 Course: s 22-04-03 w Course In: 5 55-41-41 E Course Out: N 80-10-13 w RP North: 162234.9788 East : 1287262.1215 End North: 162398.6145 East : 1286317.6928 Line Course: S 09-49-47 w Length: 262.13 North: 162140.3327 East : 1286272.9418 Curve Length: 44.29 Radius: 49.00 Delta: 51-47-12 Tangent: 23.79 chord: 42.80 Course: S 54-16-37 E Course In: N 61-36-59 E Course Out: S 09-49-47 w RP North: 162163.6260 East : 1286316.0512 End North: 162115.3453 East : 1286307.6859 Line Course: S 80-10-13 E Length: 32.44 North: 162109.8071 East : 1286339.6497 Curve Length: 76.50 Radius: 417.00 Delta: 10-30-41 Tangent: 38.36 chord: 76.39 Course: S 74-54-53 E Course In: 5 09-49-47 w Course Out: N 20-20-28 E RP North: 161698.9289 East : 1286268.4592 End North: 162089.9247 East : 1286413.4119 Curve Length: 137.36 Radius: 104.00 Delta: 75-40-29 Tangent: 80.78 Chord: 127.59 Course: S 31-49-18 E Course In: S 20-20-28 w Course out: S 83-59-03 E RP North: 161992.4102 East : 1286377.2606 End North: 161981.5106 East : 1286480.6879 Page 1 Dated: 9/29/17 Line Line Line Line Course: S 66-30-48 E North: 161980.0520 Course: 5 66-30-48 E North: 161847.9414 Course: N 23-29-55 E North: 162231.8543 Course: N 23-29-55 E North: 162460.4523 FDT-3.txt Length: 3.66 East : 1286484.0447 Length: 331.49 East : 1286788.0717 Length: 418.63 East : 1286954.9907 Length: 249.27 East : 1287054.3813 Perimeter: 2781.46 Area: 489,160 sq. ft. 11.23 acres Mapcheck closure - (uses listed courses, radii, and deltas) Error Closure: 0.0027 Course: N 09-21-49 E Error North: 0.00263 East : 0.00043 Precision 1: 1,030,170.37 FDT-4.txt Parcel name: FDT-4 North: 159833.7660 Line Course: S 54-33-28 E North: 159518.6699 Line Course: S 09-26-04 W North: 159277.3291 Curve Length: 130.13 Delta: 9-19-11 Chord: 129.98 Course In: N 80-33-56 w RP North: 159408.4643 End North: 159151.2577 Line Course: 5 44-51-42 w North: 159046.8213 Line Course: S 44-51-42 w North: 158998.2039 Curve Length: 77.69 Delta: 6-06-16 Chord: 77.65 Course In: N 74-15-35 w RP North: 159196.0192 End North: 158924.6894 Line Course: N 68-06-59 w North: 158928.4166 Line Course: 5 38-16-03 W North: 158848.9931 Line Course: S 26-59-00 W North: 158731.9598 Line Course: S 23-05-47 w North: 158427.9231 Curve Length: 38.83 Delta: 20-50-53 Chord: 38.62 Course In: S 66-54-13 E RP North: 158386.0590 End North: 158390.2457 Line Course: 5 02-13-35 W North: 157586.2931 Line Course: N 83-41-05 W North: 157640.3962 Curve Length: 146.87 Delta: 1-11-42 Chord: 146.87 Course In: S 06-18-55 w RP North: 150641.1295 End North: 157655.0287 Line Course: N 68-17-23 w North: 157665.3123 Line Course: N 25-44-33 W North: 157690.1371 Line Course: N 03-31-38 E North: 158303.4132 Curve Length: 533.26 Delta: 15-36-02 Chord: 531.62 Course In: S 86-28-22 E RP North: 158182.9208 End North: 158824.6742 East : 1285373.3851 Length: 543.38 East : 1285816.0772 Length: 244.65 East : 1285775.9744 Radius: 800.00 Tangent: 65.21 Course: 5 14-05-40 W Course Out: 5 71-14-45 E East : 1284986.7954 East : 1285744.3208 Length: 147.34 East : 1285640.3875 Length: 68.59 East : 1285592.0043 Radius: 729.20 Tangent: 38.88 Course: S 18-47-33 w Course Out: 5 68-09-19 E East : 1284890.:1484 East : 1285566.9886 Length: 10.00 East : 1285557.7092 Length: 101.16 East : 1285495.0574 Length: 131.33 East : 1285435.4689 Length: 330.53 East : 1285305.8088 Radius: 106.72 Tangent: 19.63 Course: S 12-40-20 w Course Out: N 87-45-06 w East : 1285403.9748 East : 1285297.3370 Length: 804.56 East : 1285266.0814 Length: 491.85 East : 1284777.2161 Radius: 7042.00 Tangent: 73.44 Course: N 84-16-56 w Course Out: N 05-07-13 E East : 1284002.6007 East : 1284631.0767 Length: 27.80 East : 1284605.2487 Length: 27.56 East : 1284593.2786 Length: 614.44 East : 1284631.0807 Radius: 1958.50 Tangent: 268.29 Course: N 11-19-39 E Course Out: N70-52-20 w East : 1286585.8707 East : 1284735.4991 Page 1 Dated., 9/29/17 FDT-4.txt Line Course: 5 70-52-20 E Length: 34.50 North: 158813.3694 East : 1284768.0944 Curve Length: 109.67 Radius: 1924.00 Delta: 3-15-57 Tangent: 54.85 Chord: 109.65 Course: N 20-45-38 E Course In: S 70-52-20 E Course Out: N 67-36-23 w RP North: 158182.9208 East : 1286585.8707 End North: 158915.9019 East : 1284806.9623 Line Course: N 67-36-23 W Length: 21.50 North: 158924.0927 East : 1284787.0837 Curve Length: 134.24 Radius: 1945.50 Delta: 3-57-12 Tangent: 67.15 Chord: 134.21 Course: N 24-22-13 E Course In: S 67-36-23 E Course Out: N 63-39-11 w RP North: 158182.9208 East : 1286585.8707 End North: 159046.3445 East : 1284842.4632 Line Course: N 63-39-11 W Length: 13.00 North: 159052.1140 East : 1284830.8136 Curve Length: 283.68 Radius: 1958.50 Delta: 8-17-57 Tangent: 142.09 Chord: 283.44 Course: N 30-29-48 E Course In: S 63-39-11 E Course Out: N 55-21-14 w RP North: 158182.9208 East : 1286585.8707 End North: 159296.3398 East : 1284974.6536 Line Course: N 34-38-46 E Length: 605.30 North: 159794.3075 East : 1285318.7703 Line Course: N 73-25-50 E Length: 35.92 North: 159804.5511 East : 1285353.1987 Line Course: N 34-38-46 E Length: 35.50 North: 159833.7562 East : 1285373.3807 Perimeter: 5743.30 Area: 1,473,506 sq. ft. 33.83 acres Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0108 Course: S 24-18-02 w Error North: -0.00983 East :-0.00444 Precision 1: 531,785.19 FDT-5.txt Parcel name: FDT-5 North: 157578.3780 Line Course: N 89-53-50 E North: 157578.8809 Line Course: N 00-25-16 W North: 157585.9907 Line Course: N 89-53-50 E North: 157586.9896 Curve Length: 355.89 Delta: 2-55-50 Chord: 355.84 Course In: 5 03-23-05 w RP North: 150641.1271 End North: 157556.9036 Line Course: S 83-41-05 E North: 157524.5550 Line Course: 5 79-24-44 E North: 157458.0240 Line Course: 5 76-33-23 E North: 157427.2239 Line Course: N 88-34-05 E North: 157432.7688 Line Course: N 75-18-26 E North: 157442.9143 Curve Length: 67.04 Delta: 6-13-32 Chord: 67.00 Course In: 5 75-00-09 w RP North: 157283.2593 End North: 157506.5986 Line Course: N 69-55-39 E North: 157516.9773 Curve Length: 292.35 Delta: 26-48-03 Chord: 289.69 Course In: S 77-11-15 W RP North: 157378.3765 End North: 157227.2988 Line Course: 5 01-36-33 E North: 157214.5938 Curve Length: 137.71 Delta: 17-59-37 Chord: 137.14 Course In: S 88-23-27 w RP North: 157202.2800 End North: 157078.5875 Line Course: S 16-23-04 W North: 157047.5416 Curve Length: 63.24 Delta: 19-54-28 Chord: 62.92 Course In: N 73-36-56 w RP North: 157098.8804 End North: 156991.1539 Line Course: S 38-15-06 W Length: North: 156780.7409 Line Course: S 89-42-04 W Length: North: 156780.0958 East : 1283576.2580 Length: 280.34 East : 1283856.5976 Length: 7.11 East : 1283856.5453 Length: 556.88 East : 1284413.4244 Radius: 6958.00 Tangent: 177.98 Course: S 85-09-00 E Course Out: N 06-18-55 E East : 1284002.6228 East : 1284767.9982 Length: 294.08 East : 1285060.2936 Length: 362.09 East : 1285416.2189 Length: 132.48 East : 1285545.0688 Length: 221.89 East : 1285766.8895 Length: 40.00 East : 1285805.5815 Radius: 616.96 Tangent: 33.55 Course: N 18-06-37 w Course Out: N 68-46-37 E East : 1285209.6370 East : 1285784.7536 Length: 30.24 East : 1285813.1568 Radius: 625.00 Tangent: 148.90 Course: S 00-35-:L7 w Course Out: S 76-00-42 E East : 1285203.7187 East : 1285810.:L843 Length: 12.71 East : 1285810.5412 Radius: 438.50 Tangent: 69.43 Course: S 07-23-16 w Course Out: S 73-36-56 E East : 1285372.2141 East : 1285792.9069 Length: 32.36 East : 1285783.7788 Radius: 182.00 Tangent: 31.94 Course: S 26-20-18 W Course Out: S 53-42-28 E East : 1285609.1697 East : 1285755.8633 267.94 East : 1285589.9771 123.66 East : 1285466.3188 Page 1 Dated„ 9/29/17 Line Course: S 71-44-02 W North: 156758.5819 Line Course: N 89-22-02 w North: 156763.6686 Line Course: N 88-18-13 w North: 156772.1449 Line Course: N 89-20-35 w North: 156781.1100 Line Course: N 00-17-32 w North: 157260.2337 Line Course: N 57-08-01 W North: 157279.2602 Line Course: N 89-55-58 w North: 157279.3852 Curve Length: 122.01 Delta: 75-34-29 Chord: 113.36 Course In: N 00-04-02 E RP North: 157371.8852 End North: 157348.9469 Line Course: N 16-34-09 w North: 157578.3678 FDT-5.txt Length: 68.64 East : 1285401.1375 Length: 460.59 East : 1284940.5756 Length: 286.33 East : 1284654.3711 Length: 781.91 East : 1283872.5125 Length: 479.13 East : 1283870.0688 Length: 35.06 East : 1283840.6206 Length: 106.59 East : 1283734.0306 Radius: 92.50 Tangent: 71.72 Course: N 52-08-43 w Course Out: S 75-38-31 w East : 1283734.1392 East : 1283644.5284 Length: 239.36 East : 1283576.2695 Perimeter: 5857.61 Area: 1,514,327 sq. ft. 34.76 acres Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0153 Course: S 48-19-57 E Error North: -0.01020 East : 0.01146 Precision 1: 382,851.63 Page 2 FDT-6.tXt Parcel name: FDT-6 North: 157682.9019 Line Course: N 00-17-32 W North: 157988.5779 Line Course: N 23-57-13 w North: 158164.0875 Line Course: N 01-01-14 W North: 158544.2072 Curve Length: 152.19 Delta: 58-08-02 Chord: 145.75 Course In: N 88-58-46 E RP North: 158546.8789 End North: 158672.8408 Line Course: S 80-21-24 E North: 158614.7887 Line Course: S 76-44-26 E North: 158524.8976 Curve Length: 217.92 Delta: 6-06-58 Chord: 217.82 Course In: S 80-21-24 E RP North: 158182.9169 End North: 158308.5156 Line course: S 03-31-38 W North: 158025.6126 Line Course: S 17-33-48 w North: 157978.4391 Line Course: 5 03-31-38 W North: 157695.9752 Line Course: S 40-02-02 W North: 157676.4202 Line Course: S 71-50-45 W North: 157668.4096 Curve Length: 467.93 Delta: 3-48-26 Chord: 467.86 Course In: S 03-42-16 w RP North: 150641.1231 End North: 157683.1117 Line Course: 5 89-53-49 w North: 157682.8921 Dated: 9/29/17 East : 1283867.8695 Length: 305.68 East : 1283866.3105 Length: 192.05 East : 1283788.3388 Length: 380.18 East : 1283781.5674 Radius: 150.00 Tangent: 83.38 Course: N 28-02-47 E Course Out: N 32-53-12 w East : 1283931.5436 East : 1283850.0967 Length: 346.55 East : 1284191.7498 Length: 391.92 East : 1284573.2218 Radius: 2041.50 Tangent: 109.06 Course: S 06-35-07 W Course Out: N 86-28-22 w East : 1286585.8747 East : 1284548.2419 Length: 283.44 East : 1284530.8039 Length: 49.48 East : 1284515.8728 Length: 283.00 East : 1284498.4619 Length: 25.54 East : 1284482.0335 Length: 25.71 East : 1284457.6033 Radius: 7042.00 Tangent: 234.06 Course: N 88-11-57 W Course Out: N 00-06-10 W East : 1284002.6217 East : 1283989.9897 Length: 122.10 East : 1283867.8899 Perimeter: 3243.71 Area: 664,138 sq. ft. 15.25 acres Mapcheck closure - (uses listed courses, radii, and deltas) Error Closure: 0.0226 Course: S 64-17-55 E Error North: -0.00980 East : 0.02036 Precision 1: 143,526.11 Page 1 FDT-7.txt Parcel name: FDT-7 Dated: 9/29/17 North: 159833.7660 Line Course: N 34-38-46 E North: 159862.9711 Line Course: N 12-19-43 w North: 159893.0413 Line Course: N 34-38-46 E North: 160392.0620 Curve Length: 165.11 Delta: 3-43-20 Chord: 165.08 Course In: N 55-21-14 w RP North: 161836.9200 End North: 160530.8458 Line Course: 5 59-04-34 E North: 160524.6790 Curve Length: 147.08 Delta: 3-18-01 Chord: 147.06 Course In: N 59-04-34 w RP North: 161836.9200 End North: 160652.9612 Line Course: N 67-28-17 E North: 160666.3329 Line Course: N 26-13-32 E North: 160731.0380 Line Course: N 14-11-20 w North: 160767.0159 Curve Length: 112.30 Delta: 2-31-15 Chord: 112.30 Course In: N 65-13-06 W RP North: 161836.9258 End North: 160869.9786 Line Course: N 67-44-21 w North: 160874.1456 Curve Length: 551.41 Delta: 12-25-52 Chord: 550.33 Course In: N 67-44-21 w RP North: 161836.9258 End North: 161403.0393 Line Course: N 09-49-47 E North: 161410.4390 Curve Length: Delta: Chord: Course In: RP North: End North: Curve Length: Delta: 31.56 36-32-10 31.03 S 40-45-16 E 161372.9421 161422.3080 12.39 9-23-58 chord: 12.37 Course In: N 04-13-07 w RP North: 161497.6034 End North: 161424.2259 Line Course: S 08-13-05 E North: 161399.9181 East : 1285373.3851 Length: 35.50 East : 1285393.5671 Length: 30.78 East : 1285386.9950 Length: 606.58 East : 1285731.8394 Radius: 2541.50 Tangent: 82.59 Course: N 32-47-06 E Course Out: 5 59-04-34 E East : 1283641.0004 East : 1285821.2280 Length: 12.00 East : 1285831.5222 Radius: 2553.50 Tangent: 73.56 Course: N 29-16-26 E Course Out: S 62-22-35 E East : 1283641.0004 East : 1285903.4336 Length: 34.90 East : 1285935.6703 Length: 72.13 East : 1285967.5450 Length: 37.11 East : 1285958.4486 Radius: 2552.50 Tangent: 56.16 Course: N 23-31-17 E Course Out: S 67-44-21 E East : 1283641.0041 East : 1286003.2635 Length: 11.00 East : 1285993.0833 Radius: 2541.50 Tangent: 276.79 Course: N 16-02-43 E Course Out: S 80-10-13 E East : 1283641.0041 East : 1286145.1935 Length: 7.51 East : 1286146.4757 Radius: 49.50 Tangent: 16.34 Course: N 67-30-49 E Course Out: N 04-13-06 w East : 1286178.7902 East : 1286175.1491 Radius: 75.50 Tangent: 6.21 Course: N 81-04-5.4 E Course Out: S 13-37-05 E East : 1286169.5951 East : 1286187.3715 Length: 24.56 East : 1286190.8821 Page 1 FDT-7.txt Line Course: S 19-59-25 W Length: 115.65 North: 161291.2360 East : 1286151.3459 Line Course: 5 64-57-26 E Length: 211.02 North: 161201.9123 East : 1286342.5284 Line Course: N 16-29-55 E Length: 100.00 North: 161297.7950 East : 1286370.9276 Line Course: S 64-17-20 E Length: 276.23 North: 161177.9571 East : 1286619.8088 Curve Length: 152.75 Radius: 300.00 Delta: 29-10-21 Tangent: 78.07 Chord: 151.10 Course: 5 46-33-27 E Course In: N 58-01-43 E Course out: 5 28-51-22 w RP North: 161336.8058 East : 1286874.3026 End North: 161074.0554 East : 1286729.5191 Line Course: S 61-08-38 E Length: 80.00 North: 161035.4465 East : 1286799.5859 Curve Length: 148.19 Radius: 800.00 Delta: 10-36-49 Tangent: 74.31 Chord: 147.98 Course: 5 66-27-02 E Course In: N 28-51-22 E Course out: 5 18-14-33 w RP North: 161736.1141 East : 1287185.6752 End North: 160976.3220 East : 1286935.2436 Line Course: 5 71-45-27 E Length: 501.28 North: 160819.4016 East : 1287411.3293 Curve Length: 196.73 Radius: 400.00 Delta: 28-10-45 Tangent: 100.40 Chord: 194.75 Course: 5 57-40-04 E Course In: S 18-14-33 W Course Out: N 46-25-18 E RP North: 160439.5055 East : 1287286.1135 End North: 160715.2438 East : 1287575.8866 Line Course: S 43-34-42 E Length: 64.63 North: 160668.4237 East : 1287620.4390 Curve Length: 299.74 Radius: 400.00 Delta: 42-56-03 Tangent: 157.30 Chord: 292.77 Course: 5 22-06-41 E Course In: S 46-25-18 w Course out: N 89-21-21 E RP North: 160392.6854 East : 1287330.6659 End North: 160397.1825 East : 1287730.6407 Curve Length: 146.35 Radius: 500.00 Delta: 16-46-15 Tangent: 73.70 Chord: 145.83 Course: 5 07-44-29 W Course In: 5 89-21-21 W Course Out: 5 73-52-24 E RP North: 160391.5612 East : 1287230.6723 End North: 160252.6803 East : 1287710.9973 Curve Length: 529.89 Radius: 400.00 Delta: 75-54-04 Chord: 491.98 Course In: N 73-52-24 W RP North: 160363.7850 End North: 159964.0355 Line Course: N 87-58-20 w North: 159988.1543 Curve Length: 956.60 Delta: 60-53-57 chord: Course In: RP North: End North: Curve Length: Delta: Chord: Course In: RP North: 912.20 S 02-01-40 w 159088.7179 159553.9826 37.86 21-41-39 37.64 S 58-52-17 E 159502.2866 Tangent: Course: Course Out: East : East : Length: 681.63 East : Radius: Tangent: Course: Course out: East : East . Radius: Tangent: Course: Course Out: East : Page 311.96 S 54-04-38 W S 02-01-40 w 1287326.7373 1287312. 5837 1286631.3805 900.00 529.07 S 61-34-42 W N 58-52-17 W 1286599.5349 1285829.1268 100.00 19.16 S 20-16-54 W N 80-33-56 w 1285914.7277 2 FDT-7.txt End North: 159518.6785 East : 1285816.0803 Line Course: N 54-33-28 W Length: 543.38 North: 159833.7746 East : 1285373.3882 Perimeter: 6933.87 Area: 2,196,289 sq. ft. 50.42 acres Mapcheck closure - (uses listed courses, radii, and deltas) Error Closure: 0.0091 Course: N 19-50-41 E Error North: 0.00855 East : 0.00309 Precision 1: 761,961.54 FDT-8.txt Parcel name: FDT-8 North: 159159.0617 Line Course: N 32-07-06 w North: 159216.9085 Line Course: N 08-16-03 W North: 159303.1132 Line Course: N 38-22-50 w North: 159395.5825 Line Course: N 58-13-12 W North: 159451.4927 Line Course: N 01-09-12 W North: 159602.2221 Line Course: N 38-28-23 E North: 159612.2276 Line Course: N 42-03-47 w North: 159727.7017 Line Course: N 60-53-18 E North: 159899.0614 Line Course: N 14-55-38 E North: 159963.2400 Line Course: N 18-45-54 W North: 160074.3903 Line Course: S 77-36-29 w North: 160021.0627 Curve Length: 184.56 Delta: 5-33-56 Chord: 184.49 Course In: S 44-26-49 E RP North: 158664.6542 End North: 159885.6331 Line Course: S 39-59-15 w North: 159766.2615 Line Course: S 50-00-45 E North: 159753.4091 Line Course: S 39-59-15 w North: 159600.1722 Line Course: N 50-00-45 w North: 159613.0246 Line Course: S 39-59-15 W North: 159397.2593 Line Course: N 50-00-45 w North: 159422.9642 Line Course: S 40-00-17 w North: 159284.1742 Line Course: N 49-59-43 w North: 159295.7455 Line Course: s 40-00-17 W North: 159156.3504 Curve Length: 265.00 Delta: 10-55-13 Chord: 264.60 Course In: S 49-59-43 E RP North: 158262.5307 End North: 158938.4015 Line Course: S 29-05-04 w North: 158293.2243 Curve Length: 529.95 Delta: 29-58-28 East : 1284743.5533 Length: 68.30 East : 1284707.2403 Length: 87.11 East : 1284694.7143 Length: 117.96 East : 1284621.4751 Length: 106.16 East : 1284531.2310 Length: 150.76 East : 1284528.1965 Length: 12.78 East : 1284536.1475 Length: 155.54 East : 1284431.9438 Length: 352.22 East : 1284739.6689 Length: 66.42 East : 1284756.7782 Length: 117.39 East : 1284719.0153 Length: 248.50 East : 1284476.3047 Radius: 1900.00 Tangent: 92.35 Course: S 42-46-13 W Course Out: N 50-00-45 w East : 1285806.7769 East : 1284351.0260 Length: 155.80 East : 1284250.9058 Length: 20.00 East : 1284266.2295 Length: 200.00 East : 1284137.7054 Length: 20.00 East : 1284122.3817 Length: 281.61 East : 1283941.4133 Length: 40.00 East : 1283910.7659 Length: 181.19 East : 1283794.2878 Length: 18.00 East : 1283780.5000 Length: 181.98 East : 1283663.5140 Radius: 1390.40 Tangent: 132.90 Course: s 34-32-41 w Course Out: N 60-54-56 w East : 1284728.5485 East : 1283513.4721 Length: 738.27 East : 1283154.6004 Radius: 1013.00 Tangent: 271.19 Page 1 Dated 9/29/17 Chord: 523.93 Course In: S 60-54-56 E RP North: 157800.8068 End North: 157785.0721 Line Course: S 00-53-24 E North: 157740.5475 Curve Length: 93.42 Delta: 89-12-46 Chord: 84.27 Course In: N 89-06-36 E RP North: 157741.4794 End North: 157681.4795 Line Course: N 89-53-50 E North: 157681.8146 Line Course: N 89-53-50 E North: 157682.3804 Line Course: N 89-53-50 E North: 157682.8789 Line Course: N 00-17-32 w North: 157988.5549 Line Course: N 23-57-13 W North: 158164.0645 Line Course: N 01-01-14 W North: 158544.1842 Curve Length: 152.19 Delta: 58-08-02 Chord: 145.75 Course In: N 88-58-46 E RP North: 158546.8559 End North: 158672.8178 Line Course: S 80-21-24 E North: 158614.7657 Line Course: S 76-44-26 E North: 158579.7079 Line Course: N 13-15-44 E North: 158847.7436 Line Course: N 32-14-20 E North: 158978.7459 Line Course: N 56-03-47 E North: 159134.3665 Line Course: S 80-27-38 E North: 159124.7793 Curve Length: 15.71 Delta: 0-26-27 chord: 15.71 Course In: S 62-31-28 E RP North: 158182.8921 End North: 159138.6869 Line Course: N 62-04-48 w North: 159159.0271 FDT-8.txt Course: S 14-05-•50 W Course Out: S 89-06-36 W East : 1284039.8654 East : 1283026..9876 Length: 44.53 East : 1283027.6793 Radius: 60.00 Tangent: 59.18 Course: S 45-29-47 E Course Out: S 00-06-10 E East : 1283087.6720 East : 1283087.7797 Length: 186.77 East : 1283274,.5494 Length: 315.45 East : 1283589.9989 Length: 277.88 East : 1283867.8784 Length: 305.68 East : 1283866.3194 Length: 192.05 East : 1283788.3477 Length: 380.18 East : 1283781.5762 Radius: 150.00 Tangent: 83.38 Course: N 28-02-47 E Course Out: N 32-53-:12 w East : 1283931.5525 East : 1283850.:L056 Length: 346.55 East : 1284191.7587 Length: 152.85 East : 1284340.5340 Length: 275.38 East : 1284403.7083 Length: 154.88 East : 1284486.3292 Length: 278.75 East : 1284717.5948 Length: 57.85 East : 1284774. 6448 Radius: 2041.50 Tangent: 7.86 Course: N 27-41-45 E Course Out: N 62-05-01 W East : 1286585.8794 East : 1284781.9452 Length: 43.44 East : 1284743.5615 Perimeter: 7573.10 Area: 1,634,734 sq. ft. 37.53 acres Mapcheck closure - (uses listed courses, radii, and deltas) Error Closure: 0.0355 Course: S 13-24-34 E Error North: -0.03452 East : 0.00823 Precision 1: 213,325.63 Page 2 FDT-9.txt Parcel name: FDT-9 Dated: 9/29/17 North: 157578.2396 Line Course: S 17-48-44 w North: 157405.3066 Line Course: S 36-07-42 w North: 157329.9242 Line Course: S 32-16-19 W North: 157224.2845 Line Course: S 06-19-18 W North: 157164.2219 Line Course: S 01-36-48 W North: 157140.6912 Line Course: s 36-15-03 w North: 157096.6437 Line Course: S 44-27-10 w North: 157048.2390 Line Course: N 79-44-50 W North: 157059.8423 Line Course: N 25-34-10 W North: 157067.3745 Line Course: N 81-44-18 W North: 157082.7685 Line Course: N 26-14-46 w North: 157126.0709 Line Course: N 75-44-39 W North: 157149.2309 Line Course: S 54-56-04 W North: 157123.8260 Curve Length: 258.04 Delta: 12-26-45 Chord: 257.53 Course In: N 66-37-48 w RP North: 157595.0350 End North: 157369.9127 Curve Length: 353.52 Delta: 78-58-23 Chord: 326.19 Course In: S 79-04-33 E RP North: 157321.3073 End North: 157577.7869 Line Course: N 89-53-50 E North: 157578.2525 East : 1283499.1989 Length: 181.64 East : 1283443.6355 Length: 93.33 East : 1283388.6085 Length: 124.94 East : 1283321.8983 60.43 East 23.54 East 54.62 East 67.81 East 65.19 East Length: 8.35 East : 1283167.0419 Length: 107.13 East : 1283061.0236 Length: 48.28 East : 1283039. 6729 Length: 94.05 East : 1282948.5191 Length: 44.22 East : 1282912.3252 Radius: 1187.92 Tangent: 129.53 Course: N 17-08-49 E Course Out: 5 79-04-33 E East : 1281821.8593 East : 1282988.2528 Radius: 256.48 Tangent: 211.32 Course: N 50-24-38 E Course out: N 00-06-1.0 W East : 1283240.0851 East : 1283239.6250 Length: 259.57 East : 1283499.1946 Length: Length: Length: Length: Length: 1283315.2443 1283314.5816 1283282.2836 1283234.7948 1283170.6458 Perimeter: 1844.66 Area: 193,660 sq. ft. 4.45 acres Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0136 Course: N 18-23-20 W Error North: 0.01293 East :-0.00430 Precision 1: 135,636.76 Page 1 FDT-10.txt Parcel name: FDT-10 Dated: 9/29/17 North: 162037.1043 East : 1286255.0575 Curve Length: 62.96 Radius: 69.50 Delta: 51-54-25 Tangent: 33.83 Chord: 60.83 Course: N 68-32-08 E Course In: S 47-25-05 E Course Out: N 04-29-20 E RP North: 161990.0776 East : 1286306.2311 End North: 162059.3644 East : 1286311.6705 Line Course: 5 85-30-40 E Length: 41.07 North: 162056.1500 East : 1286352.6146 Curve Length: 45.38 Radius: 367.00 Delta: 7-05-04 Tangent: 22.72 Chord: 45.35 Course: 5 73-12-04 E Course In: 5 13-15-24 w Course Out: N 20-20-28 E RP North: 161698.9296 East : 1286268.4565 End North: 162043.0434 East : 1286396.0288 Curve Length: 79.99 Radius: 54.00 Delta: 84-52-18 Tangent: 49.37 Chord: 72.87 Course: 5 27-13-23 E Course In: S 20-20-28 W Course Out: 5 74-47-14 E RP North: 161992.4109 East : 1286377.2579 End North: 161978.2410 East : 1286429.3657 Line Course: 5 15-12-46 W Length: 51.44 North: 161928.6036 East : 1286415.8676 Line Course: 5 25-02-01 W Length: 379.76 North: 161584.5184 East : 1286255.1722 Curve Length: 90.56 Radius: 260.00 Delta: 19-57-22 Tangent: 45.74 Chord: 90.10 Course: 5 35-00-42 w Course In: N 64-57-59 W Course Out: S 45-00-37 E RP North: 161694.5373 East : 1286019.5967 End North: 161510.7225 East : 1286203.4774 Line Course: S 44-59-24 W Length: 32.50 North: 161487.7376 East : 1286180.5004 Curve Length: 14.26 Radius: 29.50 Delta: 27-41-59 Tangent: 7.27 Chord: 14.12 Course: N 55-16-28 w Course In: RP North: End North: Curve Length: Delta: Chord: Course In: RP North: End North: N 20-52-32 E 161515.3011 161495.7828 10.64 12-18-43 10.62 N 48-34-31 E 161528.5338 161504.4505 Line Course: N 09-49-47 E North: 162037.1142 Course Out: East : East . Radius: Tangent: Course: Course Out: East : East : Length: 540.60 East : S 48-34-31 w 1286191.0124 1286168.8926 49.50 5.34 N 35-16-08 w 5 60-53-14 w 1286206.0090 1286162.7626 1286255.0542 Perimeter: 1349.16 Area: 71,316 sq. ft. 1.64 acres Mapcheck closure - (uses listed courses, radii, and deltas) Error Closure: 0.0104 Course: N 18-28-26 w Error North: 0.00990 East :-0.00331 Precision 1: 129,726.92 Page 1 FDT-11.txt Parcel name: FDT-11 Dated: 9/29/17 North: 165664.6720 Line Course: S 05-22-21 E North: 165131.0167 Line Course: S 49-36-17 E North: 164994.9506 Line Course: S 63-06-55 E North: 164955.6321 Line Course: S 61-43-35 E North: 164736.5302 Line Course: S 53-21-37 E North: 164675.2407 Line Course: S 54-04-01 E North: 164651.5089 Line Course: S 30-02-36 W North: 164343.9273 Line Course: S 42-30-57 E North: 164311.7164 Line Course: N 87-48-41 w North: 164313.8000 Curve Length: 650.08 Delta: 68-58-32 Chord: 611.53 Course In: N 84-03-52 w RP North: 164369.6413 End North: 164850.9558 Line Course: N 63-02-24 w North: 164905.7681 Line Course: N 01-50-03 E North: 164906.3078 Line Course: N 63-27-57 w North: 165035.9537 Line Course: N 47-45-41 W North: 165085.6240 Line Course: N 63-27-57 w North: 165169.0377 Line Course: N 09-32-55 E North: 165465.3152 Curve Length: 210.12 Delta: 1-04-30 Chord: 210.12 Course In: S 80-27-05 E RP North: 163607.5500 End North: 165672.1867 Line Course: S 87-42-17 E North: 165664.6711 East : 1285914.8574 Length: 536.01 East : 1285965.0443 Length: 209.96 East : 1286124.9481 Length: 86.95 East : 1286202.5004 Length: 462.55 East : 1286609.8661 Length: 102.70 East : 1286692.2730 Length: 40.44 East : 1286725.0174 Length: 355.32 East : 1286547.1247 Length: 43.70 East : 1286576.6569 Length: 54.56 East : Radius: Tangent: Course: Course Out: East : East : Length: 120.90 East : Length: 0.54 East : Length: 290.21 East : Length: 73.89 East : Length: 186.72 East : Length: 300.44 East : Radius: Tangent: Course: Course Out: East : East : Length: 187.66 East : 1286522.1367 540.00 370.96 N 28-33-08 w N 26-57-36 E 1285985.0317 1286229.8507 1286122.0897 1286122.1070 1285862.4653 1285807.7607 1285640.7083 1285690.5466 11199.16 105.06 N 10-05-10 E N 79-22-35 w 1296734.5446 1285727.3443 1285914.8537 Perimeter: 3912.75 Area: 277,918 sq. ft. 6.38 acres Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0038 Course: S 75-42-47 W Error North: -0.00094 East :-0.00369 Precision 1: 1,029,671.05 Page 1 FDT-12.txt Parcel name: FDT-12 Dated: 9/29/17 North: 164116.3547 East : 1286350.1058 Line Course: S 86-16-29 E Length: 60.32 North: 164112.4356 East : 1286410.2984 Line Course: S 16-08-19 W Length: 330.27 North: 163795.1808 East : 1286318.4959 Curve Length: 164.97 Radius: 780.00 Delta: 12-07-04 Tangent: 82.79 Chord: 164.66 Course: 5 10-04-46 w Course In: 5 73-51-42 E Course Out: N 85-58-46 w RP North: 163578.3741 East : 1287067.7587 End North: 163633.0632 East : 1286289.6783 Curve Length: 378.85 Radius: 784.87 Delta: 27-39-21 Tangent: 193.19 Chord: 375.18 Course: 5 08-00-01 E Course In: S 84-10-21 E Course Out: S 68-10-18 w RP North: 163553.3724 East : 1287070.4922 End North: 163261.5366 East : 1286341.8958 Curve Length: 257.72 Delta: 18-38-39 Chord: 256.58 Course In: N 66-25-08 E RP North: 163578.3738 End North: 163046.1123 Radius: Tangent: Course: Course Out: East : East : 792.00 130.01 S 32-54-12 E 5 47-46-29 w 1287067.7595 1286481.2771 Line Course: S 42-13-31 E Length: 52.61 North: 163007.1541 East : 1286516.6335 Line Course: S 09-25-08 E Length: 5.84 North: 163001.3929 East : 1286517.5892 Line Course: S 42-46-29 W Length: 56.94 North: 162959.5972 East : 1286478.9202 Curve Length: 23.28 Radius: 1067.00 Delta: 1-15-01 Tangent: 11.64 Chord: 23.28 Course: 5 42-08-59 w Course In: S 47-13-31 E Course Out: N 48-28-32 w RP North: 162234.9788 East : 1287262.1298 End North: 162942.3353 East : 1286463.2957 Line Course: S 48-28-32 E Length: 13.50 North: 162933.3856 East : 1286473.4028 Curve Length: 101.13 Radius: 1053.50 Delta: 5-30-01 Tangent: 50.61 Chord: 101.10 Course: 5 38-46-27 w Course In: S 48-28-32 E Course Out: N 53-58-33 w RP North: 162234.9788 East : 1287262.1298 End North: 162854.5700 East : 1286410.0916 Line Course: 5 53-58-33 E Length: 12.00 North: 162847.5125 East : 1286419.7968 Curve Length: 225.26 Radius: 1041.50 Delta: 12-23-32 Tangent: 113.07 Chord: 224.82 Course: S 29-49-41 w Course In: S 53-58-33 E Course Out: N 66-22-05 w RP North: 162234.9788 East : 1287262.1298 End North: 162652.4744 East : 1286307.9706 Line Course: N 57-36-16 w North: 162727.2452 Line Course: N 26-46-26 w North: 162768.1261 Line Course: N 51-44-42 w North: 162796.7500 Length: Length: Length: 139.56 East : 1286190.1304 45.79 East : 1286169.5033 46.23 East : 1286133.2006 Page 1 Line Course: N 23-41-48 E North: 162829.6415 Line Course: N 11-56-11 E North: 162906.9235 Line Course: N 49-51-15 W North: 162940.7076 Line Course: N 32-39-15 W North: 162979.5886 Line Course: N 07-59-14 E North: 163030.2919 Line Course: N 27-10-30 E North: 163056.9537 Line Course: N 36-21-18 E North: 163096.8029 Line Course: N 31-33-31 E North: 163156.2798 Line Course: N 23-08-01 E North: 163198.0200 Line Course: N 10-16-37 E North: 163230.8842 Line Course: N 15-13-32 w North: 163313.6726 Line Course: N 12-38-57 W North: 163422.8372 Curve Length: 138.82 Delta: 85-31-39 Chord: 126.29 Course In: N 77-21-03 E RP North: 163443.2024 End North: 163532.0808 Line Course: N 12-11-07 w North: 163619.8771 Line Course: N 29-13-55 E North: 163736.4806 Line Course: N 17-17-50 E North: 164063.4529 Line Course: N 24-13-03 W North: 164116.3578 FDT-12.txt Length: 35.92 East : 1286147.6367 Length: 78.99 East : 1286163.9738 Length: 52.40 East : 1286123.9190 Length: 46.18 East : 1286099„0018 Length: 51.20 East : 1286106.1161 Length: 29.97 East : 1286119.8037 Length: 49.48 East : 1286149.1348 Length: 69.80 East : 1286185.6661 Length: 45.39 East : 1286203.4987 Length: 33.40 East : 1286209.4575 Length: 85.80 East : 1286186.9247 Length: 111.88 East : 1286162.4252 Radius: 93.00 Tangent: 86.01 Course: N 30-06-53 E Course Out: N 17-07-18 w East : 1286253.1680 East : 1286225.7886 Length: 89.82 East : 1286206.8300 Length: 133.62 East : 1286272.0828 Length: 342.46 East : 1286373.9060 Length: 58.01 East : 1286350.1102 Perimeter: 3367.41 Area: 206,892 sq. ft. 4.75 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0053 Course: N 54-52-24 E Error North: 0.00305 East : 0.00434 Precision 1: 635,360.38 FDT-13.txt Parcel name: FDT-13 Dated: 9/29/17 North: 160872.7978 Curve Length: 567.63 Delta: 46-27-40 Chord: 552.21 Course In: 5 88-59-13 w RP North: 160860.4216 End North: 160361.5913 Line Course: 5 12-19-23 E North: 160301.8502 Line Course: N 60-05-23 E North: 160364.1707 Line Course: N 69-26-10 E North: 160377.6622 Line Course: N 77-29-08 E North: 160394.7089 Line Course: N 06-07-24 W North: 160481.3318 Line Course: N 29-08-51 E North: 160535.3235 Line Course: N 83-49-00 E North: 160546.3433 Line Course: N 04-03-48 E North: 160622.3019 Line Course: N 31-27-41 W North: 160872.8001 East . Radius: Tangent: Course: Course out: East : East : Length: 61.15 East : Length: 124.98 East : Length: 38.41 East : Length: 78.67 East : Length: 87.12 East : Length: 61.82 East : Length: 102.31 East : Length: 76.15 East : Length: 293.67 East : 1285051.3564 700.00 300.46 5 22-13-03 W 5 44-33-07 E 1284351.4658 1284842.5548 1284855.6056 1284963.9392 1284999.9017 1285076.7027 1285067.4097 1285097.5197 1285199.2345 1285204.6304 1285051.3570 Perimeter: 1491.90 Area: 69,579 sq. ft. 1.60 acres Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0024 Course: N 14-25-44 E Error North: 0.00232 East : 0.00060 Precision 1: 621,629.17 Page 1 FDT-14.txt Parcel name: FDT-14 North: 161217.0138 Line Course: N 87-56-38 w North: 161229.2486 Curve Length: 131.01 Delta: 23-49-44 Chord: 130.07 Course In: S 73-10-55 E RP North: 161138.1085 End North: 161099.6606 Line Course: S 07-00-39 E North: 161034.2136 Line Course: S 87-55-53 E North: 161033.2672 Line Course: S 70-47-55 E North: 161008.8734 Line Course: S 44-15-10 E North: 160950.3328 Line Course: N 35-33-00 E North: 161217.0174 Dated: 9/29/17 East : 1285364.1117 Length: 341.01 East : 1285023.3213 Radius: 315.00 Tangent: 66.46 Course: S 04-54-13 w Course Out: 5 82-59-21 w East : 1285324.8482 East : 1285012.2034 Length: 65.94 East : 1285020.2519 Length: 26.22 East : 1285046.4548 Length: 74.17 East : 1285116.4986 Length: 81.73 East : 1285173.5318 Length: 327.78 East : 1285364.:1075 Perimeter: 1047.86 Area: 60,778 sq. ft. 1.40 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0056 Course: N 49-20-49 w Error North: 0.00366 East :-0.00426 Precision 1: 187,117.86 Page 1 LOT 1 .txt Parcel name: LOT 1 Dated: 9/29/17 North: 162386.1888 East : 1287197.0095 Line Course: N 66-31-59 W Length: 39.62 North: 162401.9662 East : 1287160.6665 Curve Length: 121.49 Radius: 650.00 Delta: 10-42-34 Tangent: 60.92 Chord: 121.32 Course: N 61-10-42 w Course In: N 23-28-01 E Course out: S 34-10-35 w RP North: 162998.2047 East : 1287419.5094 End North: 162460.4518 East : 1287054.3768 Line Course: S 23-29-55 W Length: 249.27 North: 162231.8539 East : 1286954.9862 Line Course: S 23-29-55 w Length: 418.63 North: 161847.9410 East : 1286788.0671 Line Course: 5 66-30-48 E Length: 59.91 North: 161824.0647 East : 1286843.0138 Line Course: N 74-44-50 E Length: 119.62 North: 161855.5341 East : 1286958.4201 Curve Length: 9.57 Radius: 390.00 Delta: 1-24-20 Tangent: 4.78 Chord: 9.57 Course: N 75-27-00 E Course In: 5 15-15-10 E Course Out: N 13-50-50 w RP North: 161479.2720 East : 1287061.0205 End North: 161857.9376 East : 1286967.6803 Line Course: N 23-28-01 E Length: 575.88 North: 162386.1865 East : 1287197.0072 Perimeter: 1593.98 Area: 101,819 sq. ft. 2.34 acres Mapcheck closure - (uses listed courses, radii, and deltas) Error Closure: 0.0032 Course: 5 45-00-37 W Error North: -0.00226 East :-0.00226 Precision 1: 498,121.88 Page 1 LOT 2.txt Parcel name: LOT 2 Date& 9/29/17 North: 161378.6023 Line Course: N 80-13-04 W North: 161387.1756 Line Course: N 09-49-48 E North: 161455.9114 Line Course: S 80-13-29 E North: 161450.5531 Line Course: S 09-49-47 W North: 161447.2424 Line Course: S 80-10-13 E North: 161443.9628 Line Course: N 09-49-47 E North: 161809.4671 Line Course: 5 68-55-09 w North: 161761.6506 Line Course: S 62-33-55 w North: 161688.9646 Line Course: S O4-04-27 W North: 161200.2029 Line Course: S 06-47-57 W North: 161125.6211 Line Course: S 59-45-40 W North: 161092.4385 Line Course: S 73-08-30 W North: 161051.8086 Line Course: S 45-34-22 W North: 160916.9111 Line Course: 5 26-15-36 w North: 160825.7877 Line Course: S 12-45-29 E North: 160733.4842 Line Course: 5 01-58-45 E North: 160709.7484 Line Course: 5 43-50-51 E North: 160679.8841 Line Course: 5 00-29-24 W North: 160554.8987 Line Course: 5 54-50-18 E North: 160439.2378 Curve Length: 186.27 Delta: 4-20-28 Chord: 186.23 Course In: N 55-21-14 W RP North: 161836.9099 End North: 160596.3435 Line Course: N 19-49-23 E North: 160658.1504 Curve Length: 31.33 Delta: 2-11-48 Chord: 31.33 Course In: N 60-28-33 W RP North: 161060.8342 End North: 160685.7003 Line Course: N 61-56-27 W North: 160688.7107 Line Course: N 27-46-22 E North: 160710.3087 East : 1286056.4080 Length: 50.46 East : 1286006.6817 Length: 69.76 East : 1286018.5915 Length: 31.56 East : 1286049.6933 Length: 3.36 East : 1286049.1196 Length: 19.21 East : 1286068.0476 Length: 370.95 East : 1286131.3764 Length: 132.94 East : 1286007.3336 Length: 157.76 East : 1285867.3159 Length: 490.00 East : 1285832.5025 Length: 75.11 East : 1285823.6103 Length: 65.89 East : 1285766.6857 Length: 140.10 East : 1285632.6065 Length: 192.71 East : 1285494.9846 Length: 101.61 East : 1285450.0277 Length: 94.64 East : 1285470.9275 Length: 23.75 East : 1285471.7477 Length: 41.41 East : 1285500.4341 Length: 124.99 East : 1285499.3652 Length: 200.84 East : 1285663.5580 Radius: 2458.50 Tangent: 93.18 Course: N 32-28-32 E Course Out: S 59-41-42 E East : 1283641.0014 East : 1285763.5512 Length: 65.70 East : 1285785.8311 Radius: 817.15 Tangent: 15.67 Course: N 28-25-33 E Course Out: 5 62-40-21 E East : 1285074.7897 East : 1285800.7433 Length: 6.40 East : 1285795.0956 Length: 24.41 East : 1285806.4698 Page 1 Line Course: N 04-13-04 E North: 160723.0043 Line Course: N 26-16-59 E North: 160793.7653 Line Course: N 66-32-04 E North: 160807.2921 Curve Length: 601.36 Delta: 14-00-53 Chord: 599.86 Course In: N 65-14-28 w RP North: 161836.9134 End North: 161378.5900 LOT 2.txt Length: 12.73 East : 1285807.4061 Length: 78.92 East : 1285842.3523 Length: 33.97 East : 1285873.5130 Radius: 2458.50 Tangent: 302.19 Course: N 17-45-05 E Course Out: S 79-15-21 E East : 1283641.0027 East : 1286056.4037 Perimeter: 3428.12 Area: 340,237 sq. ft. 7.81 acres Mapcheck closure - (uses listed courses, radii, and deltas) Error Closure: 0.0130 Course: s 19-17-49 W Error North: -0.01229 East :-0.00430 Precision 1: 263,703.08 LOT 3.txt Parcel name: LOT 3 Dated„ 9/29/17 North: 160439.2484 Line Course: N 54-50-18 w North: 160554.9092 Line Course: S 60-04-59 W North: 160534.5904 Line Course: 5 24-46-55 w North: 160448.6930 Line Course: S 43-01-58 W North: 160347.3230 Line Course: 5 35-26-02 W North: 160160.1832 Line Course: S 11-15-55 E North: 160134.9980 Line Course: 5 66-41-24 w North: 160122.9250 Line Course: 5 12-51-40 E North: 160114.3750 Line Course: 5 57-45-11 E North: 160110.2665 Curve Length: 99.48 Delta: 113-59-59 Chord: 83.87 Course In: 5 32-14-49 w RP North: 160067.9787 End North: 160026.4069 Line Course: 5 56-14-48 W North: 159999.8372 Line Course: 5 40-21-39 W North: 159903.6904 Course: 5 33-21-10 W North: 159870.7712 Course: S 12-04-30 W North: 159851.5853 Course: 5 03-15-59 E North: 159772.3342 Course: S 38-13-11 E North: 159722.4930 Course: S 61-13-01 E North: 159707.7400 Course: S 36-17-54 E North: 159686.1648 Course: 5 55-21-14 E North: 159676.4604 Course: N 34-38-46 E North: 159827.5208 Course: N 08-04-52 E North: 159877.3312 Course: N 34-38-46 E North: 159936.5641 Course: N 83-00-46 E North: 159940.2257 Course: N 34-38-46 E North: 160439.2464 Line Line Line Line Line Line Line Line Line Line Line Line East : 1285663.5609 Length: 200.84 East : 1285499.3681 Length: 40.74 East : 1285464.0567 Length: 94.61 East : 1285424.3994 Length: 138.68 East : 1285329.7618 Length: 229.68 East : 1285196.6018 Length: 25.68 East : 1285201.6185 Length: 30.51 East : 1285173.5988 Length: 8.77 East : 1285175.5509 Length: 7.70 East : 1285182.0632 Radius: 50.00 Tangent: 76.99 Course: 5 00-45-12 E Course Out: 5 33-45-12 E East : 1285155.3847 East : 1285183.1657 Length: 47.82 East : 1285143.4063 Length: 126.18 East : 1285061.6923 Length: 39.41 East : 1285040.0249 Length: 19.62 East : 1285035.9206 Length: 79.38 East : 1285040.4435 Length: 63.44 East : 1285079.6925 Length: 30.64 East : 1285106.5469 Length: 26.77 East : 1285122.3945 Length: 17.07 East : 1285136.4376 Length: 183.62 East : 1285240.8267 Length: 50.31 East : 1285247.8990 Length: 72.00 East : 1285288.8315 Length: 30.10 East : 1285318.7079 Length: 606.58 East : 1285663.5523 Perimeter: 2269.65 Area: 180,711 sq. ft. 4.15 acres Mapcheck Closure - (uses listed courses, radii, and deltas) Page 1 Error Closure: 0.0088 Error North: -0.00199 Precision 1: 257,912.50 LOT 3.txt Course: S 76-53-30 w East :-0.00856 NBT-1.txt Parcel name: NBT-1 Dated: 9/29/17 North: 165648.5628 Line Course: N 87-42-18 w North: 165649.3437 Line Course: N 16-22-35 E North: 165737.6113 Line Course: N 50-34-52 W North: 165879.8480 Line Course: 5 01-00-16 w North: 165783.4728 Line Course: S 50-07-32 E North: 165694.0832 Line Course: S 37-41-59 w North: 165664.9898 Line Course: S 34-54-55 W North: 165642.8826 Line Course: S 12-32-02 W North: 165604.9683 Line Course: S 00-52-38 w North: 165539.1660 Line Course: S 15-56-24 E North: 165487.0115 Line Course: 5 03-31-13 E North: 165447.7258 Line Course: S 06-34-52 E North: 165396.9128 Line Course: S 00-08-36 w North: 165349.8130 Line Course: S 85-40-03 E North: 165344.0633 Curve Length: 260.50 Delta: 34-43-43 Chord: 256.53 Course In: N 71-38-52 E RP North: 165479.3828 End North: 165600.5576 Line Course: N 16-22-35 E North: 165648.5579 East : 1286316.7673 Length: 19.50 East : 1286297.2830 Length: 92.00 East : 1286323.2220 Length: 224.00 East : 1286150.1766 Length: 96.39 East : 1286148.4868 Length: 139.43 East : 1286255.4926 Length: 36.77 East : 1286233.0069 Length: 26.96 East : 1286217.5759 Length: 38.84 East : 1286209.1470 Length: 65.81 East : 1286208.1394 Length: 54.24 East : 1286223.0354 Length: 39.36 East : 1286225.4522 Length: 51.15 East : 1286231.3144 Length: 47.10 East : 1286231.1966 Length: 76.11 East : 1286307.0891 Radius: 429.78 Tangent: 134.39 Course: N 00-59-17 W Course Out: N 73-37-25 w East : 1286715.0100 East : 1286302.6661 Length: 50.03 East : 1286316.7719 Perimeter: 1318.19 Area: 40,543 sq. ft. 0.93 acres Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0067 Course: S 42-49-19 E Error North: -0.00493 East : 0.00457 Precision 1: 196,744.78 Page 1 OPEN SPACE TRACT 1.txt Parcel name: OPEN SPACE TRACT 1 North: 157520.3328 Line Course: N 70-27-22 E North: 157538.8958 Line Course: N 67-00-31 E North: 157562.6946 Curve Length: 588.58 Delta: 44-58-42 Chord: 573.59 Course In: S 75-45-57 w RP North: 157378.3371 End North: 156995.0505 Line Course: 5 30-44-16 w North: 156931.9105 Line Course: 5 38-33-52 w North: 156781.2760 Line Course: S 89-42-04 w North: 156780.7505 Line Course: N 39-03-15 E North: 156928.4038 Line Course: N 36-17-32 E North: 156991.1597 Curve Length: 63.24 Delta: 19-54-28 Chord: 62.92 Course In: N 53-42-28 w RP North: 157098.8861 End North: 157047.5474 Line Course: N 16-23-04 E North: 157078.5933 Curve Length: 137.71 Delta: 17-59-37 Chord: 137.14 Course In: N 73-36-56 w RP North: 157202.2858 End North: 157214.5996 Line Course: N 01-36-33 W North: 157227.3045 Curve Length: 292.35 Delta: 26-48-03 Chord: 289.69 Course In: N 76-00-42 W RP North: 157378.3822 End North: 157516.9830 Line Course: N 69-55-39 E North: 157520.3327 Dated: 9/29/17 East : 1285822.3152 Length: 55.49 East : 1285874.6082 Length: 60.93 East : 1285930.6981 Radius: 749.77 Tangent: 310.40 Course: S 08-15-18 W Course Out: S 59-15-21 E East : 1285203.9469 East : 1285848.3430 73.46 East : 192.65 East : 100.74 East : 190.14 East : 77.86 East : 1285755.8456 Radius: 182.00 Tangent: 31.94 Course: N 26-20-18 E Course Out: S 73-36-56 E East : 1285609.1520 East : 1285783.7611 Length: 32.36 East : 1285792.8892 Radius: 438.50 Tangent: 69.43 Course: N 07-23-16 E Course Out: N 88-23-27 E East : 1285372.1965 East : 1285810.5235 Length: 12.71 East : 1285810.1666 Radius: 625.00 Tangent: 148.90 Course: N 00-35-17 E Course Out: N 77-11-15 E East : 1285203.7010 East : 1285813.1391 Length: 9.76 East : 1285822.3063 Length: Length: Length: Length: Length: 1285810.7969 1285690.7000 1285589.9613 1285709.7600 Perimeter: 1887.98 Area: 84,557 sq. ft. 1.94 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0089 Course: S 89-38-32 W Error North: -0.00006 East :-0.00888 Precision 1: 212,132.58 Page 1 OPEN SPACE TRACT 2 . txt Parcel name: OPEN SPACE TRACT 2 North: 158790.6260 Line Course: N 31-37-49 E North: 158869.2148 Line Course: N 38-55-10 E North: 158895.3800 Line Course: N 26-05-32 E North: 158951.7260 Line Course: N 31-09-07 E North: 158994.6186 Curve Length: 173.11 Delta: 12-23-52 Chord: 172.77 Course In: N 58-50-53 W RP North: 159408.4661 End North: 159151.2595 Line Course: 5 44-51-42 w North: 158998.1703 Curve Length: 77.64 Delta: 6-10-42 chord: 77.60 Course In: N 74-18-49 w RP North: 159192.8379 End North: 158924.6981 Line Course: N 68-06-59 W North: 158928.4253 Line Course: S 38-16-03 w North: 158849.0018 Line Course: S 26-59-00 W North: 158731.9685 Line Course: S 23-05-47 w North: 158427.8950 Curve Length: 38.79 Delta: 20-52-12 Chord: 38.58 Course In: S 66-54-13 E RP North: 158386.1173 End North: 158390.2546 Line Course: S 02-13-35 w North: 158348.4661 Line Course: 5 74-00-00 E North: 158309.6040 Line Course: N 06-29-03 w North: 158421.7023 Curve Length: 136.02 Delta: 31-10-25 Chord: 134.35 Course In: N 83-30-57 E RP North: 158449.9345 End North: 158554.3594 Line Course: N 24-41-22 E North: 158790.6279 Perimeter: 2009.06 East : 1285548.3840 Length: 92.30 East : 1285596.7894 Length: 33.63 East : 1285617.9167 Length: 62.74 East : 1285645.5108 Length: 50.12 East : 1285671.4384 Radius: 800.00 Tangent: 86.89 Course: N 24-57-11 E Course Out: S 71-14-45 E East : 1284986.7996 East : 1285744.3250 Length: 215.98 East : 1285591.9733 Radius: 720.00 Tangent: 38.86 Course: S 18-46-32 w Course Out: 5 68-08-07 E East : 1284898.7890 East : 1285566.9963 Length: 10.00 East : 1285557.7169 Length: 101.16 East : 1285495.0651 Length: 131.33 East : 1285435.4765 Length: 330.57 East : 1285305.8008 Radius: 106.50 Tangent: 19.61 Course: S 12-39-41 w Course Out: N 87-46-25 W East : 1285403.7644 East : 1285297.3448 Length: 41.82 East : 1285295.7202 Length: 140.99 East : 1285431.2485 Length: 112.82 East : 1285418.5079 Radius: 250.00 Tangent: 69.74 Course: N 09-06-10 E Course Out: N 65-18-38 w East : 1285666.9087 East : 1285439.7624 Length: 260.04 East : 1285548.3810 Area: 67,009 sq. ft. 1.54 acres Mapcheck closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0035 Course: N 57-44-10 W Error North: 0.00189 East :-0.00300 Page 1 Dated:, 9/29/17 Precision 1: 574,017.14 OPEN SPACE TRACT 2 . txt Page 2 RD-1.txt Parcel name: RD-1 Dated: 9/29/17 North: 164172.6076 Line Course: N 83-47-24 w North: 164189.1332 Line Course: N 78-59-13 w North: 164207.7111 Line Course: N 59-51-33 W North: 164259.4453 Line Course: N 87-50-41 W North: 164269.7574 Line Course: N 42-30-57 W North: 164311.7126 Line Course: N 87-48-41 w North: 164313.7962 Curve Length: 96.16 Delta: 10-12-11 Chord: 96.04 Course In: N 84-03-52 w RP North: 164369.6374 End North: 164219.5379 Line Course: S 16-08-19 w North: 164177.3968 Line Course: S 61-19-01 E North: 163967.4701 Line Course: N 45-39-48 E North: 163978.6520 Line Course: 5 60-44-18 E North: 163933.2573 Line Course: S 71-34-27 E North: 163905.8787 Line Course: S 74-57-40 E North: 163872.8139 Curve Length: 33.66 Delta: 2-00-44 Chord: 33.66 Course In: N 78-08-49 w RP North: 164069.6921 End North: 163905.8732 Line Course: N 09-50-27 E North: 164172.6000 East : 1287225.5673 Length: 152.77 East : 1287073.6937 Length: 97.25 East : 1286978.2347 Length: 103.03 East : 1286889.1350 Length: 274.20 East : 1286615.1290 Length: 56.92 East : 1286576.6628 Length: 54.56 East : 1286522.1426 Radius: 540.00 Tangent: 48.21 Course: S 11-02-13 w Course Out: S 73-51-41 E East : 1285985.0376 East : 1286503.7573 Length: 43.87 East : 1286491.5631 437.38 East : 16.00 East : 92.87 East : 86.62 East : 127.43 East : Radius: Tangent: Course: Course Out: East : East : Length: 270.71 East : Length: Length: Length: Length: Length: 1286875.2714 1286886.7153 1286967.7348 1287049.9141 1287172.9796 958.50 16.83 N 10-50-49 E 5 80-09-33 E 1286234.9171 1287179.3141 1287225.5816 Perimeter: 1943.44 area: 170,344 sq. ft. 3.91 acres Mapcheck closure - (uses listed courses, radii, and deltas) Error Closure: 0.0162 Course: 5 62-04-34 E Error North: -0.00760 East : 0.01434 Precision 1: 119,964.81 Page 1 RD-2.tXt Parcel name: RD-2 Dated: 9/29/17 North: 156781.2741 Line Course: S 38-33-52 W North: 156736.9947 Line Course: 5 34-30-36 w North: 156524.8571 Curve Length: 156.38 Delta: 14-36-19 Chord: 155.96 Course In: S 55-29-24 E RP North: 156177.2957 End North: 156386.1558 Line Course: N 89-14-54 w North: 156400.0035 Line Course: S 85-39-22 w North: 156394.4463 Line Course: 5 80-36-03 w North: 156384.5839 Line Course: N 89-01-39 w North: 156386.2408 Line Course: N 70-00-14 E North: 156392.3071 Line Course: N 89-07-48 w North: 156394.9361 Curve Length: 192.26 Delta: 88-50-16 Chord: 173.57 Course In: N 00-52-12 E RP North: 156518.9218 End North: 156518.2894 Line Course: N 00-17-32 w North: 156781.1260 Line Course: S 89-20-35 E North: 156773.7289 Line Course: S 89-20-35 E North: 156772.1609 Line Course: S 88-18-13 E North: 156763.6846 Line Course: S 89-22-02 E North: 156758.5980 Line Course: N 71-44-02 E North: 156780.1119 Line Course: N 89-42-04 E North: 156781.2825 East : 1285690.7000 Length: 56.63 East : 1285655.3972 Length: 257.44 East : 1285509.5445 Radius: 613.47 Tangent: 78.62 Course: S 27-12-26 w Course Out: N 70-05-43 w East : 1286015.0605 East : 1285438.2392 Length: 1055.57 East : 1284382.7600 Length: 73.37 East : 1284309.6008 Length: 60.39 East : 1284250.0216 Length: 97.62 East : 1284152.4156 Length: 17.74 East : 1284169.0862 Length: 173.15 East : 1283995.9561 Radius: 124.00 Tangent: 121.51 Course: N 44-42-40 W Course Out: S 89-42-28 w East : 1283997.8389 East : 1283873.8405 Length: 262.84 East : 1283872.5000 Length: 645.16 East : 1284517.6176 Length: 136.75 East : 1284654.3586 Length: 286.33 East : 1284940. 5631 Length: 460.59 East : 1285401.1250 Length: 68.64 East : 1285466.3063 Length: 224.40 East : 1285690.7033 Perimeter: 4225.26 Area: 632,235 sq. ft. 14.51 acres Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0089 Course: N 21-34-50 E Error North: 0.00832 East : 0.00329 Precision 1: 474,748.31 Page 1 SAT-1.txt Parcel name: SAT-1 Dated: 9/29/17 North: 165664.6720 Line Course: S 87-42-17 E North: 165655.3978 Line Course: N 01-00-16 E North: 165783.4681 Line Course: S 50-07-32 E North: 165694.0785 Line Course: S 37-41-59 W North: 165664.9851 Line Course: S 34-54-55 w North: 165642.8779 Line Course: S 12-32-02 w North: 165604.9635 Line Course: S 00-52-38 W North: 165539.1612 Line Course: S 15-56-24 E North: 165487.0068 Line Course: S 03-31-13 E North: 165447.7210 Line Course: S 06-34-52 E North: 165396.9081 Line Course: S 00-08-36 w North: 165349.8082 Line Course: S 85-40-03 E North: 165344.0586 Curve Length: 173.04 Delta: 23-04-09 chord: 171.88 Course In: N 71-38-52 E RP North: 165479.3781 End North: 165195.0392 Line Course: S 42-34-07 w North: 165078.3385 Line Course: S 52-40-25 E North: 164688.6404 Line Course: N 42-34-07 E North: 164766.9563 Line Course: S 51-21-31 E North: 164731.1944 Line Course: S 45-52-35 E North: 164687.9251 Line Course: S 38-42-41 w North: 164627.9195 Line Course: S 86-59-11 w North: 164620.7464 Line Course: N 64-13-29 w North: 164631.3001 Line Course: N 51-43-09 w North: 164642.0982 Line Course: N 54-04-01 w North: 164675.2312 Line Course: N 53-21-37 w North: 164736.5206 Line Course: N 61-43-35 w North: 164923.0190 Line Course: N 61-43-35 w North: 164955.6178 Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: East Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: : 1285914.8574 231.57 East : 128.09 East : 139.43 East : 36.77 East 26.96 East 38.84 East 65.81 East 54.24 East 39.36 East 51.15 East 47.10 East 76.11 East . Radius: Tangent: Course: Course Out: East : East : 158.46 East : 642.69 East : 106.34 East : 57.27 East : 62.15 East : 76.90 East : 136.44 East : 24.27 East : 17.43 East : 56.46 East : 102.70 East : 393.72 East : 68.82 East : Page 1286146.2416 1286148.4870 1286255.4928 1286233.0071 1286217.5761 1286209.1472 1286208.1396 1286223.0356 1286225.4524 1286231.3146 1286231.1968 1286307.0893 429.78 87.71 S 29-53-12 E S 48-34-43 w 1286715.0102 1286392.7336 1286285.5398 1286796.6032 1286868.5393 1286913.2712 1286957.8849 1286909.7918 1286773.5405 1286751.6852 1286738.0029 1286692.2871 1286609.8802 1286263.1327 1286202.5232 1 Line Line Line Course: N 63-06-55 w North: 164994.9363 Course: N 49-36-17 w North: 165131.0024 Course: N 05-22-21 w North: 165664.6577 SAT-1.txt Length: 86.95 East : 1286124.9710 Length: 209.96 East : 1285965.0672 Length: 536.01 East : 1285914.8803 Perimeter: 3845.04 Area: 299,050 sq. ft. 6.87 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0270 Course: 5 58-02-30 E Error North: -0.01427 East : 0.02288 Precision 1: 142,408.89 SAT-2.txt Parcel name: SAT-2 Dated: 9/29/17 North: 162652.4766 Line Course: N 57-36-16 w North: 162727.2475 Line Course: N 26-46-26 W North: 162768.1284 Line Course: N 51-44-42 W North: 162796.7523 Line Course: N 23-41-48 E North: 162829.6437 Line Course: N 11-56-11 E North: 162906.9258 Line Course: N 49-51-15 W North: 162940.7099 Line Course: N 32-39-15 W North: 162979.5908 Line Course: N 07-59-14 E North: 163030.2941 Line Course: N 27-10-30 E North: 163056.9559 Line Course: N 36-21-18 E North: 163096.8051 Line Course: N 31-33-31 E North: 163156.2821 Line Course: N 23-08-01 E North: 163198.0223 Line Course: N 10-16-37 E North: 163230.8865 Line Course: N 15-13-32 W North: 163313.6748 Line Course: N 12-38-57 w North: 163422.8394 Curve Length: 138.82 Delta: 85-31-39 Chord: 126.29 Course In: N 77-21-03 E RP North: 163443.2046 End North: 163532.0830 Line Course: N 12-11-07 W North: 163619.8794 Line Course: N 29-13-55 E North: 163736.4829 Line Course: N 17-17-50 E North: 164063.4552 Line Course: N 24-13-03 w North: 164116.3600 Line Course: N 86-16-29 w North: 164132.8176 Line Course: 5 01-50-03 W North: 163520.3115 Line Course: 5 01-50-03 W North: 163304.7520 Line Course: S 37-28-03 W North: 163282.6396 Line Course: S 28-15-40 W North: 163253.4147 Line Course: S 18-34-22 W North: 163186.9655 East : 1286307.9643 Length: 139.56 East : 1286190.1241 Length: 45.79 East : 1286169.4971 Length: 46.23 East : 1286133.1944 Length: 35.92 East : 1286147.6304 Length: 78.99 East : 1286163.9676 Length: 52.40 East : 1286123.9127 Length: 46.18 East : 1286098.9955 Length: 51.20 East : 1286106.1099 Length: 29.97 East : 1286119.7975 Length: 49.48 East : 1286149.1285 Length: 69.80 East : 1286185.6598 Length: 45.39 East : 1286203.4925 Length: 33.40 East : 1286209.4512 Length: 85.80 East : 1286186.9185 Length: 111.88 East : 1286162.4189 Radius: 93.00 Tangent: 86.01 Course: N 30-06-53 E Course Out: N 17-07-18 w East : 1286253.1617 East : 1286225.7824 Length: 89.82 East : 1286206.8238 Length: 133.62 East : 1286272.0766 Length: 342.46 East : 1286373.8997 Length: 58.01 East : 1286350.1039 Length: 253.30 East : 1286097.3391 Length: 612.82 East : 1286077.7247 Length: 215.67 East : 1286070.8218 Length: 27.86 East : 1286053.8743 Length: 33.18 East : 1286038.1639 Length: 70.10 East : 1286015.8364 Page 1 Line Course: S 03-36-39 w North: 162964.1886 Line Course: S 48-09-48 E North: 162939.5893 Line Course: S 27-19-01 E North: 162920.4870 Line Course: S 62-46-37 E North: 162909.0277 Line Course: S 09-02-43 E North: 162859.0471 Line Course: 5 82-54-29 w North: 162851.0887 Line Course: S 61-02-32 W North: 162834.5351 Line Course: S 15-58-43 W North: 162803.9349 Line Course: S 03-51-52 E North: 162763.7964 Line Course: 5 48-16-56 w North: 162741.5566 Line Course: N 73-39-10 W North: 162783.8681 Line Course: S 67-11-49 W North: 162769.3732 Line Course: S 02-15-52 E North: 162691.6440 Line Course: 5 00-00-12 w North: 162538.5340 Line Course: S 00-00-12 w North: 162445.6440 Line Course: N 89-59-48 w North: 162445.6522 Line Course: S 09-34-27 W North: 162357.3496 Line Course: 5 09-34-27 w North: 162068.7068 Line Course: 5 38-42-02 E North: 161688.9523 Line Course: N 62-33-55 E North: 161761.6383 Line Course: N 68-55-09 E North: 161809.4548 Line Course: N 09-49-47 E North: 162412.7758 Curve Length: 250.89 Delta: 13-48-08 Chord: 250.28 Course In: 5 80-10-13 E RP North: 162234.9702 End North: 162652.4658 Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: SAT-2.txt 223.22 East : 1286001.7782 36.88 East : 1286029.2556 21.50 East : 1286039.1222 25.05 East : 1286061.3975 50.61 East : 1286069.3541 64.46 East : 1286005.3873 34.19 East : 1285975.4718 31.83 East : 1285966.7097 40.23 East : 1285969.4211 33.42 East : 1285944.4753 150.33 East : 1285800.2226 37.40 East : 1285765.7457 77.79 East : 1285768.8193 153.11 East : 1285768.8104 92.89 East : 1285768.8050 142.15 East : 1285626.6550 89.55 East : 1285611.7607 292.72 East : 1285563.0743 486.60 East : 1285867.3210 157.76 East : 1286007.3388 132.94 East : 1286131.3816 612.31 East : Radius: Tangent: Course: Course Out: East : East : 1286235.9156 1041.50 126.06 N 16-43-51 E N 66-22-05 w 1287262.1258 1286307.9666 Perimeter: 6135.48 Area: 753,544 sq. ft. 17.30 acres Mapcheck closure - (uses listed courses, radii, and deltas) Error Closure: 0.0111 Course: 5 11-55-35 E Error North: -0.01086 East : 0.00229 Precision 1: 552,745.95 Page 2 SAT-3.tXt Parcel name: SAT-3 Dated: 9/29/17 North: 160347.3243 Line Course: N 43-01-58 E North: 160448.6943 Line Course: N 24-46-55 E North: 160534.5917 Line Course: N 60-04-59 E North: 160554.9105 Line Course: N 00-29-24 E North: 160679.8959 Line Course: N 43-50-51 w North: 160709.7603 Line Course: N 01-58-45 w North: 160733.4961 Line Course: N 12-45-29 w North: 160825.7996 Line Course: N 26-15-36 E North: 160916.9229 Line Course: N 45-34-22 E North: 161051.8205 Line Course: N 73-08-30 E North: 161092.4504 Line Course: N 59-45-40 E North: 161125.6330 Line Course: N 06-47-57 E North: 161200.2148 Line Course: N 87-56-38 w North: 161217.0305 Line Course: S 35-33-00 w North: 160950.3459 Line Course: N 44-15-10 w North: 161008.8865 Line Course: N 70-47-55 w North: 161033.2803 Line Course: N 87-55-53 W North: 161034.2267 Line Course: 5 07-00-39 E North: 160994.3173 Line Course: N 82-59-21 E North: 161005.3025 Line Course: S 05-41-53 E North: 160891.5175 Line Course: S 87-42-06 W North: 160888.5098 Curve Length: 15.70 Delta: 1-17-07 Chord: 15.70 Course In: S 87-42-06 w RP North: 160860.4379 End North: 160872.8140 Line Course: S 31-27-41 E North: 160622.3159 Line Course: S 04-03-48 w North: 160546.3573 Line Course: S 83-49-00 W North: 160535.3374 Line Course: S 29-08-51 W North: 160481.3458 East : 1285329.7596 Length: 138.68 East : 1285424.3972 Length: 94.61 East : 1285464.0545 Length: 40.74 East : 1285499.3658 Length: 124.99 East : 1285500.4347 Length: 41.41 East : 1285471.7483 Length: 23.75 East : 1285470.9281 Length: 94.64 East : 1285450.0283 Length: 101.61 East : 1285494.9852 Length: 192.71 East : 1285632.6071 Length: 140.10 East : 1285766.6863 Length: 65.89 East : 1285823.6109 Length: 75.11 East : 1285832.5031 Length: 468.69 East : 1285364.:L148 Length: 327.78 East : 1285173.5392 Length: 81.73 East : 1285116.5060 Length: 74.17 East : 1285046.4622 Length: 26.22 East : 1285020.2593 Length: 40.21 East : 1285025.1672 Length: 90.00 East : 1285114.4943 Length: 114.35 East : 1285125.8476 Length: 75.00 East : 1285050.9079 Radius: 700.00 Tangent: 7.85 Course: S 01-39-21 E Course Out: N 88-59-13 E East : 1284351.4710 East : 1285051.3616 Length: 293.67 East : 1285204.6350 Length: 76.15 East : 1285199.2391 Length: 102.31 East : 1285097.5243 Length: 61.82 East : 1285067.4143 Page 1 Line Course: 5 06-07-24 E North: 160394.7228 Line Course: S 77-29-08 w North: 160377.6762 Line Course: 5 69-26-10 W North: 160364.1846 Line Course: S 60-05-23 W North: 160301.8642 Line Course: 5 12-19-23 E North: 160162.8916 Line Course: 5 47-13-21 w North: 160094.9763 Line Course: S 77-36-29 w North: 160074.4200 Line Course: 5 18-45-54 E North: 159963.2697 Line Course: S 14-55-38 W North: 159899.0912 Line Course: S 60-53-18 W North: 159727.7315 Line Course: S 42-03-47 E North: 159612.2573 Line Course: S 42-03-47 E North: 159468.9429 Line Course: S 30-57-33 w North: 159395.6066 Line Course: S 38-22-50 E North: 159303.1372 Line Course: S 08-16-03 E North: 159216.9325 Line Course: S 32-07-06 E North: 159159.0857 Line Course: 5 62-04-48 E North: 159138.7454 Curve Length: 239.79 Delta: 6-43-47 Chord: 239.65 Course In: S 62-05-01 E RP North: 158182.9507 End North: 159343.5557 Line Course: N 34-38-46 E North: 159676.4775 Line Course: N 55-21-14 w North: 159686.1819 Line Course: N 36-17-54 W North: 159707.7570 Line course: N 61-13-01 w North: 159722.5100 Line Course: N 38-13-11 W North: 159772.3513 Line Course: N 03-15-59 w North: 159851.6023 Line Course: N 12-04-30 E North: 159870.7882 Line Course: N 33-21-10 E North: 159903.7075 Line Course: N 40-21-39 E North: 159999.8542 Line Course: N 56-14-48 E North: 160026.4239 Curve Length: 99.48 Delta: 113-59-59 Chord: 83.87 Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: Length: SAT-3.txt 87.12 East : 1285076.7073 78.67 East : 1284999.9064 38.41 East : 1284963.9438 124.98 East : 1284855.6102 142.25 East : 1284885.9697 100.00 East : 1284812.5701 95.79 East : 1284719.0117 117.39 East : 1284756.7746 66.42 East : 1284739.6654 352.22 East : 1284431.9402 155.54 East : 1284536.1439 193.04 East : 1284665.4707 85.52 East : 1284621.4769 117.96 East : 1284694.7161 87.11 East : 1284707.2421 68.30 East : 1284743.5551 43.44 East : Radius: Tangent: Course: Course Out: East : East : 404.68 East : 1285136.4366 17.07 East : 1285122.3935 26.77 East : 1285106.5459 30.64 East : 1285079.6915 63.44 East : 1285040.4425 79.38 East : 1285035.9196 19.62 East : 1285040.0239 39.41 East : 1285061.6912 126.18 East : 1285143.4053 47.82 East : Radius: Tangent: Course: Page 1284781.9388 2041.50 120.03 N 31-16-53 E N 55-21-:14 w 1286585.8730 1284906.3736 1285183.1.646 50.00 76.99 N 00-45-12 W 2 Course In: N 33-45-12 w RP North: 160067.9958 End North: 160110.2836 Line Course: N 57-45-11 w North: 160114.3921 Line Course: N 12-51-40 W North: 160122.9421 Line Course: N 66-41-24 E North: 160135.0150 Line Course: N 11-15-55 W North: 160160.2003 Line Course: N 35-26-02 E North: 160347.3401 SAT-3.txt Course Out: N 32-14-49 E East : 1285155.3837 East : 1285182.0622 Length: 7.70 East : 1285175.5499 Length: 8.77 East : 1285173.5978 Length: 30.51 East : 1285201.6175 Length: 25.68 East : 1285196.6008 Length: 229.68 East : 1285329.7608 Perimeter: 6432.83 Area: 780,123 sq. ft. 17.91 acres Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0158 Course: N 04-20-22 E Error North: 0.01576 East : 0.00120 Precision 1: 407,140.51 SAT-4.txt Parcel name: SAT-4 Dated: 9/29/17 North: 157895.6638 Line Course: N 04-06-30 E North: 158242.7197 Line Course: N 06-29-03 W North: 158309.5991 Line Course: N 74-00-00 W North: 158348.4612 Line Course: 5 02-13-35 W North: 158305.0940 Line Course: S 02-13-35 W North: 157586.2970 Line Course: S 83-41-05 E North: 157584.7526 Line Course: N 02-13-35 E North: 157604.9474 Line Course: S 86-36-33 E North: 157594.2022 Line Course: S 89-48-04 E North: 157593.7302 Line Course: N 81-08-48 E North: 157622.0966 Line Course: S 25-30-24 E North: 157608.6849 curve Length: 123.31 Delta: 8-05-52 Chord: 123.21 Course In: N 17-27-17 W RP North: 158441.0100 End North: 157653.8489 Curve Length: 95.18 Delta: 7-16-16 Chord: 95.12 Course In: S 68-27-07 W RP North: 157378.3878 End North: 157739.9229 Line Course: N 78-40-25 w North: 157745.7539 Line Course: N 57-25-23 W North: 157755.8226 Curve Length: 68.79 Delta: 52-33-05 Chord: 66.40 Course In: S 32-34-37 W RP North: 157692.6224 End North: 157763.1108 Line Course: S 70-01-32 w North: 157723.7140 Curve Length: 338.49 Delta: 114-04-58 Chord: 285.28 Course In: N 19-58-28 W RP North: 157883.4876 End North: 157895.6668 Perimeter: 2659.54 East : 1285413.9232 Length: 347.95 East : 1285438.8512 Length: 67.31 East : 1285431.2500 Length: 140.99 East : 1285295.7217 Length: 43.40 East : 1285294.0357 Length: 719.34 East : 1285266.,0908 Length: 14.04 East : 1285280.0456 Length: 20.21 East : 1285280.8307 Length: 181.67 East : 1285462.1826 Length: 135.96 East : 1285598.1418 Length: 184.31 East : 1285780.2559 Length: 14.86 East : 1285786.6548 Radius: 872.50 Tangent: 61.76 Course: N 68-29-47 E Course Out: S 25-33-09 E East : 1285524.9467 East : 1285901.2890 Radius: 750.00 Tangent: 47.65 Course: N 25-11-01 W Course Out: N 61-10-51 E East : 1285203.7066 East : 1285860.8157 Length: 29.69 East : 1285831.7040 Length: 18.70 East : 1285815.9461 Radius: 75.00 Tangent: 37.03 Course: N 83-41-55 w Course Out: N 19-58-28 w East : 1285775.5637 East : 1285749.9436 Length: 115.33 East : 1285641.5513 Radius: 170.00 Tangent: 262.19 Course: N 52-55-59 w Course Out: N 85-53-30 w East : 1285583.4791 East : 1285413.9160 Area: 168,415 sq. ft. 3.87 acres Mapcheck Closure - (uses listed courses, radii, and deltas) Page 1 Error Closure: 0.0079 Error North: 0.00304 Precision 1: 336,649.37 SAT-4.txt Course: N 67-18-34 w East :-0.00726 SAT-5.txt Parcel name: SAT-5 Dated: 9/29/17 North: 156781.1183 Line Course: N 00-17-32 W North: 157260.2421 Line Course: N 57-08-01 W North: 157279.2685 Line Course: N 89-55-58 w North: 157279.3936 Curve Length: 122.01 Delta: 75-34-29 Chord: 113.36 Course In: N 00-04-02 E RP North: 157371.8935 End North: 157348.9553 Line Course: N 14-21-29 w North: 157408.3406 Line Course: N 17-19-48 w North: 157578.3748 Line Course: S 89-53-50 w North: 157578.2366 Line Course: S 17-48-44 W North: 157405.3036 Line Course: S 36-07-42 W North: 157329.9211 Line Course: S 32-16-19 w North: 157224.2815 Line Course: S 06-19-18 W North: 157164.2189 Line Course: S 01-36-48 W North: 157140.6882 Line Course: 5 36-15-03 W North: 157096.6407 Line Course: S 44-27-10 W North: 157048.2360 Line Course: N 79-44-50 W North: 157059.8393 Line Course: N 25-34-10 w North: 157067.3715 Line Course: N 81-44-18 w North: 157082.7655 Line Course: N 26-14-46 w North: 157126.0679 Line Course: N 75-44-39 w North: 157149.2279 Line Course: S 54-56-04 W North: 157123.8229 Curve Length: 333.22 Delta: 16-04-19 Chord: 332.13 Course In: N 66-37-48 W RP North: 157595.0320 End North: 156840.3511 Line Course: S 24-20-09 E North: 156806.3471 Line Course: S 72-02-56 E North: 156781.1914 Line Course: S 66-14-13 E North: 156774.2767 East : 1283872.4970 Length: 479.13 East : 1283870.0533 Length: 35.06 East : 1283840.6051 Length: 106.59 East : 1283734.0151 Radius: 92.50 Tangent: 71.72 Course: N 52-08-43 w Course Out: S 75-38-31 w East : 1283734.1237 East : 1283644.5129 Length: 61.30 East : 1283629.3117 Length: 178.12 East : 1283576.2542 Length: 77.06 East : 1283499.1944 Length: 181.64 East : 1283443.6310 Length: 93.33 East : 1283388.6040 Length: 124.94 East : 1283321.8937 Length: 60.43 East : 1283315.2398 Length: 23.54 East : 1283314.5770 Length: 54.62 East : 1283282.2790 Length: 67.81 East : 1283234.7903 Length: 65.19 East : 1283170.6412 8.35 East : 107.13 East : 48.28 East : 94.05 East : 44.22 East : Radius: Tangent: Course: Course Out: East : East : 37.32 East : 81.62 East : 17.16 East : Page Length: Length: Length: Length: Length: Length: Length: Length: 1283167.0373 1283061.0191 1283039.6683 1282948.5145 1282912.3207 1187.92 167.71 5 31-24-21 W S 50-33-29 E 1281821.8547 1282739.2481 1282754.6271 1282832.2739 1282847.9790 1 Line Course: 5 89-14-58 E North: 156773.8770 Line Course: S 78-31-19 E North: 156768.2316 Line Course: 5 56-43-07 E North: 156749.8375 Line Course: S 11-31-54 E North: 156710.4783 Line Course: S 17-25-24 w North: 156688.3333 Line Course: 5 29-25-43 W North: 156664.5384 Line Course: S 33-53-55 W North: 156630.2334 Line Course: 5 30-51-14 W North: 156594.4692 Line Course: 5 37-30-17 w North: 156554.9786 Line Course: 5 51-45-16 w North: 156509.1454 Line Course: 5 42-02-04 w North: 156447.2972 Line Course: S 35-27-23 E North: 156442.8660 Line Course: N 54-32-37 E North: 156479.8579 Curve Length: 143.39 Delta: 128-35-17 Chord: 115.13 Course In: S 35-27-23 E RP North: 156427.8159 End North: 156424.3255 Line Course: 5 03-07-54 w North: 156373.9509 Curve Length: 27.13 Delta: 29-13-02 Chord: 26.84 Course In: 5 86-52-06 E RP North: 156371.0445 End North: 156347.6518 Line Course: N 89-46-09 E North: 156351.9771 Line Course: 5 00-30-37 E North: 156321.9783 Line Course: N 89-46-09 E North: 156322.0192 Line Course: N 70-00-14 E North: 156386.2489 Line Course: N 19-59-46 W North: 156386.2489 Line Course: N 70-00-14 E North: 156392.3152 Line Course: N 89-07-48 W North: 156394.9443 Curve Length: 192.26 Delta: 88-50-16 Chord: 173.57 Course In: N 00-52-12 E RP North: 156518.9300 End North: 156518.2975 Line Course: N 00-17-32 W North: 156781.1341 SAT-5.txt Length: 30.51 East : 1282878.4864 Length: 28.37 East : 1282906,2890 Length: 33.52 East : 1282934.3113 Length: 40.17 East : 1282942.3416 Length: 23.21 East : 1282935.3919 Length: 27.32 East : 1282921.9685 Length: 41.33 East : 1282898.9177 Length: 41.66 East : 1282877.5524 Length: 49.78 East : 1282847.2450 Length: 74.04 East : 1282789.0966 Length: 83.27 East : 1282733.3409 Length: 5.44 East : 1282736.4965 Length: 63.77 East : 1282788.4408 Radius: 63.89 Tangent: 132.72 Course: S 61-09-44 E Course Out: S 86-52-06 E East : 1282825.5023 East : 1282889.2969 Length: 50.45 East : 1282886.5408 Radius: 53.20 Tangent: 13.87 Course: 5 11-28-37 E Course Out: 5 63-54-52 W East : 1282939.6614 East : 1282891.8804 Length: 1073.60 East : 1283965.4717 Length: 30.00 East : 1283965.7389 Length: 10.16 East : 1283975.8988 Length: 187.83 East : 1284152.4056 Length: 0.00 East : 1284152.4056 Length: 17.74 East : 1284169.0762 Length: 173.15 East : 1283995.9461 Radius: 124.00 Tangent: 121.51 Course: N 44-42-40 w Course Out: 5 89-42-28 W East : 1283997.8289 East : 1283873.8305 Length: 262.84 East : 1283872.4900 Page 2 SAT-5.txt Perimeter: 5213.07 Area: 930,687 sq. ft. 21.37 acres Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0173 Course: N 23-47-18 W Error North: 0.01581 East :-0.00697 Precision 1: 301,332.95 Return Address Segale Properties LLC P.O. Box 88028 Tukwila, Washington 98138 Attn: Mr. Mark Segale Document Title(s) (or transactions contained therein): Declaration of Covenants, Conditions, Restrictions and Easements Grantor(s) (Last name first, then first name and initials): Segale Properties LLC Grantee(s) (Last name first, then first name and initials): Segale Properties LLC Legal description (abbreviated: i.e. lot, block, plat or section, township, range) Full legal is on page 41 of document. Assessor's Property Tax Parcel/Account Number(s) 134505193.11 RECE V E OCT 112011 Community Development DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS 134505193.11 FIECEIVL OCT 112011 Community Development TABLE OF CONTENTS Article 1. Definitions 2 1.1 Affiliate 2 1.2 Articles 2 1.3 Assessments 2 1.4 Association 2 1.5 Board 2 1.6 Budget 2 1.7 Business Day 3 1.8 Bylaws 3 1.9 City 3 1.10 Class A 3 1.11 Class A Member 3 1.12 Class B 3 1.13 Class B Members 3 1.14 Common Area Facilities 3 1.15 Common Areas 4 1.16 Common Expenses 4 1.17 County 5 1.18 Declarant 5 1.19 Declaration 5 1.20 Detention Tracts 6 1.21 Development Agreement 6 1.22 Directors 6 1.23 Easement Holders 6 1.24 Estoppel Fee 6 1.25 Facilities Easement 6 1.26 Final Plat 7 1.27 Final Plat Phasing Plan 7 1.28 First -Class Standard 7 1.29 Fiscal Year 7 1.30 Future Development Tract 7 1.31 Governing Documents 7 1.32 Governmental Authority 7 1.33 Impositions 8 1.34 Improvement 8 1.35 Index 8 1.36 Indexed Dollars 8 1.37 Law 9 1.38 Lease 9 1.39 Liabilities 9 1.40 Lot 9 1.41 Majority 9 1.42 Member 9 1.43 Membership 9 134505193.11 -11- 1.44 Mortgagee 10 1.45 NBT1 10 1.46 NGPA 10 1.47 Occupant 10 1.48 Official Records 10 1.49 Open Space Tracts 10 1.50 Owner 11 1.51 Permit or Permits 11 1.52 Permittees 11 1.53 Person 11 1.54 Personal Property 11 1.55 Preliminary Plat 11 1.56 Project Area 12 1.57 Property Manager 12 1.58 Public Areas 12 1.59 Reasonable Costs 12 1.60 Regular Assessments 12 1.61 Restricted Areas 12 1.62 SAMP 12 1.63 Segale 13 1.64 Special Assessments 13 1.65 Square Foot, Square Feet or Square Footage 13 1.66 Sublease 13 1.67 Subtenant 13 1.68 Tenant 13 1.69 Total Entitlement 13 1.70 Trail 13 1.71 Transfer 14 1.72 Transferee 14 1.73 Transfer Fee 14 1.74 Transferor 14 1.75 Voting Entitlement 14 1.76 401 Permit 14 1.77 404 Permit .. 14 Article 2. Property Subject to Declaration 15 2.1 Initial Project Area 15 2.2 Withdrawal of Property 15 2.3 Dedications and Related Transfers 15 2.4 Subdivisions .15 2.5 Exempt Property 15 Article 3. Common Areas 16 3.1 Title to and Use of Common Areas 16 3.2 Maintenance of Common Areas 16 3.3 Restricted Areas 17 3.4 Public Areas 17 134505193.11 - 111 - 3.5 Governmental Compliance of Common Areas 18 3.6 Acquisition of Common Areas by Association 18 3.7 Disposal of Common Areas by Association 18 Article 4. Easements 18 4.1 Easements for the Benefit of Governmental Agencies and Utilities 18 4.2 Easements for the Benefit of the Association and Occupants . 19 4.3 No Merger 19 4.4 No Abandonment 19 Article 5. Estoppel Certificate 20 Article 6. Membership and Voting Rights In the Association 20 6.1 Organization 20 6.2 Membership 20 6.3 Qualification and Voting 20 6.4 Voting in Cases of Joint Ownership 22 6.5 Transfers ,. .22 Article 7. Covenant for Assessments by the Association 23 7.1 Creation of Assessments 23 7.2 Covenant to Pay Assessments 24 7.3 Purpose of Assessments 24 7.4 Regular Assessments 24 7.5 Special Assessments 24 7.6 Limitation on Assessments 25 7.7 Allocation of Assessments 25 7.8 Commencement of Assessments 25 7.9 Enforcement of Assessment Obligation 25 7.10 Assessments for Impositions 26 Article 8. Powers and Duties of the Association 26 8.1 Designate Officers 26 8.2 Management and Control .26 8.3 Principal Office 26 8.4 Insurance 27 8.5 Utilities 29 8.6 Common Areas 29 8.7 Enforcement 29 8.8 Square Footage/Total Entitlement Monitoring 30 8.9 Contract and Make Payments 31 8.10 Engagement of Agents 31 8.11 Services 32 8.12 Taxes 32 8.13 Discipline 32 134505193.11 - iv - 8.14 Periodic Review of Financial Condition 32 8.15 Budget 32 8.16 Litigation 32 8.17 Delegation of Powers 32 8.18 Limitation on Liability of Officers and Directors; Indemnification 32 8.19 Right to Grant Easements 33 8.20 Segale's Right to Approve 33 Article 9. Enforcement 34 9.1 Abatement and Suit 34 9.2 Inspection 34 9.3 Failure to Enforce Not a Waiver of Rights . 34 9.4 Enforcing Violations 35 Article 10. Termination and Amendment 35 10.1 Term 35 10.2 Amendments 35 Article 11. Rights of Lenders 35 11.1 Priority of Lien of Mortgage 35 11.2 Curing of Defaults 36 11.3 Availability of Documents 36 11.4 Conflicts 36 Article 12. Miscellaneous Provisions 36 12.1 Constructive Notice and Acceptance 36 12.2 Rights Under Other Documents 37 12.3 Public Infrastructure Financing 37 12.4 Completion of Construction by Owner 37 12.5 Notices 37 12.6 Liberal Construction 38 12.7 Singular Includes Plural 38 12.8 Effect of Invalidation 38 12.9 No Discriminatory Restrictions 38 12.10 Cumulative Remedies 38 12.11 Attorneys' Fees and Costs 39 12.12 Conflicting Provisions 39 134505193.11 -v- EXHIBIT A-1 EXHIBIT A-2 EXHIBIT B EXHIBIT C-1 EXHIBIT C-2 134505193.11 EXHIBITS Legal Description of the Project Area 42 Depiction of the Project Area 43 Properties Holding Easements to the Common Areas 43 Legal Description of the NGPA 45 Depiction of the NGPA 45 - vi - DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS This Declaration of Covenants, Conditions and Restrictions ("Declaration") is made this day of , 2017 ("Effective Date"), by SEGALE PROPERTIES LLC, a Washington limited liability company ("Declarant"). RECITALS Declarant owns certain real property in the City of Tukwila, King County, Washington (the "Project Area"), which Project Area is described in Exhibit A-1 attached hereto and depicted in Exhibit A-2 attached hereto. Declarant intends to develop (or cause to be developed) the Project Area and anticipates that the Project Area will include a variety of uses, including, but not limited to, office, retail and residential uses including uses described in the Development Agreement (as defined below). By this Declaration, Declarant grants all necessary and appropriate easements to each Lot in the Project Area to use the Common Areas (as defined herein). Declarant desires to provide for the maintenance and operation of the Common Areas that benefit each Lot and certain adjacent properties identified on Exhibit B which have been granted easements to use such Common Areas. Further, Declarant desires to assure that all mitigation obligations associated with the Common Areas are performed, the obligation of the Owners to contribute to the cost of such maintenance and operation is enforced, and a method for allocating such costs among such Owners and Easement Holders is instituted. Declarant has established CAOA as a Washington nonprofit corporation to own, maintain and operate the Common Areas and to administer the terms and conditions of this Declaration. AGREEMENT NOW, THEREFORE, Declarant hereby declares that each Lot within the Project Area shall be owned, sold, conveyed, leased, encumbered, occupied, improved and used subject to this Declaration, which will run with such real property and shall be binding upon all parties having or acquiring any right, title or interest in such real property or any part thereof and shall inure to the benefit of each owner thereof and its respective heirs, successors, successors -in -title and assigns. Every covenant, condition and restriction set forth in this Declaration is made for the direct, mutual and reciprocal benefit of each and every Lot within the Project Area, and shall create reciprocal rights and obliigations and privity of contract and estate between the respective Owners of all of the Lots and their Declaration of Covenants, Conditions, Restrictions and Easements Page 1 134505193.11 heirs, successors and assigns. In addition, the Easement Holders, by virtue of the granting of a beneficial easement, shall have the obligation to contribute to and be assessed for the cost to maintain and operate of the Common Areas. ARTICLE 1. DEFINITIONS The terms defined in this Article 1 shall, for all purposes of this Declaration, have the meanings herein specified. 1.1 Affiliate "Affiliate" shall mean and refer to any Person that directly or indirectly controls, is controlled by, or is under common control with such Person or any officer, director, managing or general partner or member of such Person. As used in the foregoing sentence, "control" means, if the controlled Person is an entity, the ownership of or power to vote more than fifty percent (50%) of the outstanding ownership interest of the subject entity. 1.2 Articles "Articles" shall mean and refer to the Articles of Incorporation of the Association, as they may from time to time be amended, modified or supplemented. 1.3 Assessments "Assessments" shall mean and refer to Regular Assessments and Special Assessments. 1.4 Association "Association" shall mean and refer to CAOA, a Washington nonprofit corporation, its successors and assigns. 1.5 Board "Board" shall mean and refer to the Board of Directors of the Association. 1.6 Budget "Budget" shall mean and refer to an annual budget duly adopted by the Declarant or the Board to maintain and operate the Common Areas. Declaration of Covenants, Conditions, Restrictions and Easements Page 2 134505193.11 1.7 Business Day "Business Day" shall mean and refer to Monday through Friday, excluding holidays observed by the State of Washington. 1.8 Bylaws "Bylaws" shall mean and refer to the Bylaws of the Association, as they may from time to time be amended, modified or supplemented. 1.9 City "City" shall mean and refer to the City of Tukwila, State of Washington. 1.10 Class A "Class A" shall mean and refer to the membership class in the Association that is comprised of the Class A Member. 1.11 Class A Member "Class A Member" shall mean and refer to Segale Properties LLC, a Washington limited liability company, its Affiliates, and any of their members, shareholders or partners, either individually or through a limited liability company, crust, limited partnership or otherwise, until such time as the Class A Member: (a) does not hold a fee simple interest in a Lot within the Project Area; or (b) is not an Easement Holder, at which time the Class A Member class shall terminate. 1.12 Class B "Class B" shall mean and refer to the membership class in the Association that is comprised of the Class B Members. 1.13 Class B Members "Class B Members" shall mean all of the Owners. 1.14 Common Area Facilities "Common Area Facilities" shall mean all buildings, structures, utilities, fixtures and equipment currently existing or hereafter erected, installed or placed on the Common Areas, or currently existing or hereafter erected, installed or placed in a beneficial easement area, the license for the right to use the proprietary software that operates the equipment and facilities for the Detention Tracts, and all other facilities constructed in the Declaration of Covenants, Conditions, Restrictions and Easements Page 3 134505193.11 Common Areas that are owned by, granted or licensed to the Association for the common use and enjoyment of the Owners and the Easement Holders. 1.15 Common Areas "Common Areas" shall mean and refer to all real property and the Common Area Facilities owned by, granted or licensed to the Association for the common use, benefit and enjoyment of the Owners, Occupants and Easement Holders; all real property over which the Association has a Facilities Easement or other access rights for mitigation, maintenance or other purposes; and all real property over which any Governmental Authority has granted or will grant a license, encroachment or similar permit to the Association for maintenance or other purposes. 1.16 Common Expenses "Common Expenses" shall mean and refer to costs and expenses paid or payable by the Association for (i) any reason whatsoever in connection with the Common Areas; or (ii) in connection with any other item or items designated by the Governing Documents; or (iii) in furtherance of the purposes of the Association or in the discharge of any duties or powers of the Association including, without limitation, the cost and expenses related to the following: 1.16.1 Maintenance, management, operation, repair, replacement, construction of and alteration to the Common Areas, including, without limitation, the cost of parts, labor and supplies, utilities, landscaping, cleaning, pest control and hiring of outside contractor services; 1.16.2 Collection of Assessments owing from any Owner(s) or Easement Holders which remain unpaid for a period of rnore than twenty (20) Business Days after the same were due and payable (which thereafter may be assessed as Regular Assessments or Special Assessments, at the sole election of the Association from time to time); 1.16.3 Management and administration of the Association, including, but not limited to, Reasonable Costs paid by the Association to managers, accountants, outside auditors, attorneys, consultants and employees employed or engaged to discharge the duties of the Association; 1.16.4 Casualty, liability, workers' compensation, fidelity and directors' and officers' liability insurance; 1.16.5 Any other insurance obtained by the Association; Declaration of Covenants, Conditions, Restrictions and Easements Page 4 134505193.11 1.16.6 Reasonable reserves as provided herein or as deemed appropriate by the Board; 1.16.7 Bonding of the Directors, officers of the Association, any professional managing agent or any other Person handling the funds of the Association; 1.16.8 Taxes paid by the Association; 1.16.9 The discharge of any lien or encumbrance levied against the Common Area or any portion thereof; provided, however, that such lien or encumbrance is secured solely by or applies solely to the Common Area or any portion thereof; 1.16.10 Any licenses or Permits needed for the Common Area; 1.16.11 Contracting with an outside agency or organization for the provision of a security force to patrol and protect all Common Areas and such other portions of the Project Area as the Board may designate; and 1.16.12 Obligations incurred by committees established by the Board. Common Expenses do not include costs or expenses included in Special Assessments assessed to fewer than all of the Lots. 1.17 County "County" shall mean and refer to the County of King, State of Washington. 1.18 Declarant "Declarant" shall mean and refer to Segale Properties LLC, a Washington limited liability company, the current Owner of each Lot in the Project Area, and its transferees, successors and assigns, provided that a recorded instrument is executed by Declarant assigning to the transferee the rights reserved to Declarant under this Declaration. The Declarant role will continue until such time as the Owner enters into a Lease with a Tenant and the Tenant constructs and owns a completed Improvement, at which time the Declarant role shall terminate. 1.19 Declaration "Declaration" shall mean and refer to this Declaration of Covenants, Conditions and Restrictions as it may from time to time be amended, modified or supplemented. All such amendments, modifications and supplements are incorporated into and made a part of this Declaration. Declaration of Covenants, Conditions, Restrictions and Easements Page 5 134505193.11 1.20 Detention Tracts "Detention Tracts" shall mean and refer to the areas in the Final Plat Phase 1 identified as the "Regional Detention Tracts." The Common Areas include two (2) Regional Detention Tracts which include detention ponds and related facilities intended for the detention and treatment of stormwater from the Project Area as Follows: (a) the regional stormwater detention facility located in the southern area of the Project Area (the "South Detention Tract"), (b) the stormwater detention facility located in the northern area of the Project Area ("North Detention Tract"), and (c) the pipes, conduits and pumps within the Facilities Easement. The Detention Tracts are also used for the detention and treatment of stormwater from real property owned by Easement Holders, first to the City as documented in two (2) easements recorded under King County recording numbers 20141121001570, and 20140530000865, and the second for the benefit of certain multi- family parcels as documented in two (2) easements recorded under King County recording numbers 2017 and 2017 1.21 Development Agreement "Development Agreement" shall mean that certain agreement dated June 10, 2009 between by and between La Pianta LLC (predecessor in interest to Segale Properties LLC) and the City of Tukwila, recorded under King County Recording Number 20090617000114, and the addenda and amendments thereto. 1.22 Directors "Directors" shall mean and refer to the directors of the Association who together constitute the Board. 1.23 Easement Holders "Easement Holders" shall mean those Person(s) owning adjacent properties listed on Exhibit B which have been granted a beneficial easement to access and use the Common Areas. 1.24 Estoppel Fee "Estoppel Fee" shall mean and refer to Indexed Dollars. 1.25 Facilities Easement dollars ($ ) in "Facilities Easement" shall mean that certain temporary easement from Segale to the Association for pipes, conduits and pumps associated with the Regional Detention Tracts, and recorded under King County Recording No. 2017 Declaration of Covenants, Conditions, Restrictions and Easements Page 6 134505193.11 1.26 Final Plat "Final Plat" means any recorded subdivision for lands within the Project Area known as the Tukwila South Plat. The overall Tukwila South Plat subdiivision will be developed and recorded in phases, pursuant to the Final Plat Phasing Plan, meaning that several Final Plats will be recorded. 1.27 Final Plat Phasing Plan "Final Plat Phasing Plan" shall mean the Phasing Plan approved by the City Council pursuant to Tukwila Municipal Code 17.14.040. 1.28 First -Class Standard "First -Class Standard" shall mean and refer to the standards of construction, use, operation and maintenance prevailing at first-class projects of similar size and nature in the United States. 1.29 Fiscal Year "Fiscal Year" shall mean and refer to the fiscal year of the Associiation, which shall be the calendar year, provided, however, that the Fiscal Year shall be subject to change from time to time as the Board may determine. 1.30 Future Development Tract Each "Future Development Tract" or "FDT" and collectively, the "Future Development Tracts" or "FDTs" shall mean those FDTs shown on the Final Plat. 1.31 Governing Documents "Governing Documents" shall mean and refer to this Declaration, the Articles, the Bylaws and any other documents governing the operation of the Association, or the use of the Lots and/or the Common Area, as from time to time amended, modified or supplemented. 1.32 Governmental Authority "Governmental Authority" shall mean and refer to any federal, state, county, municipal or other governmental or regulatory authority, agency, board, department, bureau, body, commission, instrumentality or quasi -governmental authority, and any court, arbitrator, or other administrative, judicial or quasi-judicial tribunal, or any other public or quasi -public authority, including utility agencies, having jurisdiction over the Project Area or the matter at issue. Declaration of Covenants, Conditions, Restrictions and Easements Page 7 134505193.11 1.33 Impositions "Impositions" means, collectively: (a) all real estate taxes, all Special Assessments and all other property assessments, including all assessments for public improvements or betterments; (b) all ad valorem, sales and use taxes; (c) all rent, business and occupancy taxes, and all similar taxes; (d) all taxes on Personal Property or intangibles; (e) all water, sewer, stormwater and other utility charges imposed by any utility or Governmental Authority; (f) all fees, charges, fines, penalties and interest imposed by any utility or Governmental Authority; (g) all other rents, rates and charges, excises, levies, license fees, permit fees, inspection fees and other authorization fees and other governmental charges and taxes, in each case of any kind or nature whatsoever, general or special, foreseen or unforeseen, ordinary or extraordinary, that are at any time assessed, levied, charged, confirmed or imposed with respect to the Common Areas. 1.34 Improvement "Improvement" shall mean and refer to all buildings, structures, fixtures and equipment erected, installed or placed on a Lot by an Owner, or by a Tenant during the term of its Lease. 1.35 Index "Index" shall mean and refer to the Consumer Price Index published by the Bureau of Labor Statistics of the United States Department of Labor (or any successor thereto) (the "Bureau"), for All Urban Consumers, Pacific Cities West Size Class A = 1,500,000 and over, All Items (1982-1984). If the Index is terminated, a successor or substitute index, appropriately adjusted, shall be reasonably selected by the Association. If the Index is converted to a different standard reference base or is otherwise revised, the Index shall be determined with the use of such conversion factor, formula or conversion table as may be published by the Bureau or, if the Bureau shall not publish same, then with the use of such conversion factor, formula or table as may be reasonably selected by the Association. 1.36 Indexed Dollars "Indexed Dollars" shall mean and refer to, when associated with dollars, the amount of money which would be the equivalent when inflated in proportion to the percentage increase in the Index, utilizing the Index last published prior to the first date in such adjustment period and last published on the date on which Indexed Dollars are being calculated. Declaration of Covenants, Conditions, Restrictions and Easements Page 8 134505193.11 1.37 Law "Law" shall mean and refer to any present or future law, statute, ordinance, platting requirements, regulation, code, judgment, injunction, arbitral award, order, rule, directive, proclamation, decree, common law or other requirement, ordinary or extraordinary, foreseen or unforeseen, of the federal or any state or local government, or any political subdivision, arbitrator, department, commission, board, bureau, agency or instrumentality thereof, or of any court or other administrative, judicial or quasi-judicial tribunal or agency of competent jurisdiction, or of any other public or quasi -public authority or group, having jurisdiction over the Project Area; and any reciprocal easement, covenant, restriction, or other agreement, restriction or easement of record affecting the Project Area as of the date of this Declaration. 1.38 Lease "Lease" shall mean and refer to a lease between an Owner and a Tenant conveying to such Tenant a leasehold interest in such Lot. 1.39 Liabilities "Liabilities" shall mean and refer to all losses, costs, claims, suits, demands, liabilities and expenses, including reasonable attorneys' fees, penalties, interest, fines, judgment amounts, fees and damages, of whatever kind or nature. 1.40 Lot "Lot" shall mean and refer to any portion of the Project Area that constitutes a physically separate and distinct legal parcel that may be developed as a building site, whether the Lot was created by recording a Final Plat, a short plat, a binding site plan, a boundary line adjustment or otherwise. 1.41 Majority "Majority" shall mean and refer to more than fifty percent (50%). 1.42 Member "Member" shall mean and refer to any Person that is a member of the Association. 1.43 Membership "Membership" shall mean and refer to all of the Members collectively. Declaration of Covenants, Conditions, Restrictions and Easements Page 9 134505193.11 1.44 Mortgagee "Mortgagee" shall mean an institutional third -party lender, unrelated to any Owner or Tenant, who makes or arranges real property secured loans. 1.45 NBT1 "NBT1" means the Non -Buildable Tract shown on a Final Plat. 1.46 NGPA "NGPA" means "Native Growth Protection Area." As used in this Declaration, NGPA shall mean and refer to those portions of the lands within the Project Area, and near the Project Area, that are subject to native growth protection area easements, including all five (5) Sensitive Area Tracts shown on the Final Plat and conveyed to the Association as Common Areas. The NGPA lands located within the Project Area are legally described on Exhibit C-1 and depicted in Exhibit C-2 attached hereto. Additional NGPA associated with mitigation requirements for development of the Project Area exist outside the Final Plat and will be separately conveyed to the Association. 1.47 Occupant "Occupant" shall mean and refer to, collectively, the Tenant, and any other Person or Persons entitled, by ownership, leasehold interest or other legal relationship, to the exclusive right to occupy all or any portion of any Lot or Improvement, including, without limitation, Subtenants. 1.48 Official Records "Official Records" shall mean and refer to the real property records of King County, Washington. 1.49 Open Space Tracts "Open Space Tracts" shall mean and refer to the areas identified on the Final Plat as the Open Space Tract 1 and Open Space Tract 2. There are two (2) Open Space Tracts, which are areas not suitable for development. Construction of permanent structures shall be prohibited on Open Space Tracts, provided that limited development of trails and/or other recreational facilities, consistent with Law, shall be allowed. The Open Space Tracts are Restricted Areas. Declaration of Covenants, Conditions, Restrictions and Easements Page 10 134505193.11 1.50 Owner "Owner" shall mean and refer to the Person or Persons holding record fee title to a Lot (including Segale, but excluding the Association), and its respective heirs, successors and assigns; provided, however, in the event that any Lot is subject to a Lease and the Improvement constructed on such Lot is owned by the Tenant, then the Tenant shall be deemed to be the Owner of such Lot for the duration of its Lease and ownership of such Improvement. 1.51 Permit or Permits "Permit" or "Permits" shall mean and refer to any permits, decisions, permissions, consents, sign -offs, approvals and/or agreements with Governmental Authorities governing, applicable to, or affecting the Lots and/or the Common Areas. By way of example and not limitation, Permits include the requirements for constructing the Detention Tracts, as well as the conditions and requirements for stormwater controls on the Lots. 1.52 Permittees "Permittees" shall mean and refer to (a) all Occupants and all customers, patrons, employees, agents, contractors, concessionaires and other invitees of such Occupants; and (b) all employees, agents, contractors, officers and other invitees of the Association. 1.53 Person "Person" shall mean and refer to any individual, association of individuals, corporation, limited liability company or other legal entity. 1.54 Personal Property "Personal Property" shall mean and refer to furniture, trade fixtures, equipment, and other owned, leased or licensed personal property on or used in conjunction with the Common Areas. 1.55 Preliminary Plat "Preliminary Plat" shall mean and refer to the approved Preliminary Plat, documented in the City Hearing Examiner Findings, Conclusion and Decision, dated , 2017, and any future City -approved modifications or revisions thereto. Declaration of Covenants, Conditions, Restrictions and Easements Page 11 134505193.11 1.56 Project Area "Project Area" shall mean and refer to that approximately ( )-acre tract of real property as more particularly described in Exhibit A-1 and depicted in Exhibit A-2 attached hereto, which real property is subject to this Declaration. 1.57 Property Manager "Property Manager" shall mean and refer to the property manager engaged by the Association from time to time to manage the Common Areas and administer this Declaration. 1.58 Public Areas "Public Areas" shall mean and refer to such portions of the Common Areas that are designated by the Association as areas that may be used by members of the public, such as a Trail. 1.59 Reasonable Costs "Reasonable Costs" shall mean and refer to out-of-pocket costs paid to third parties (including consultants' and attorneys' fees) incurred by the Association in cooperating with a Member or completing a review of any plans, specifications, drawings, documents, or other request for review, approval and/or consent delivered by a Member where cooperation or such review, approval and/or consent is required by the Association under this Declaration. 1.60 Regular Assessments "Regular Assessments" shall mean and refer to those Assessments to be charged against any or all Lots as provided in Article 7 hereof. 1.61 Restricted Areas "Restricted Areas" shall mean and refer to such portions of the Common Areas that are designated by the Association as areas that may not be entered or used other than by the Association. 1.62 SAMP "SAMP" shall mean and refer that certain Sensitive Areas Master Plan for the Project Area approved by the City pursuant to that certain Revised Notice of Decision, Project File No. L10-014, dated December 29, 2010. Declaration of Covenants, Conditions, Restrictions and Easements Page 12 134505193.11 1.63 Segale "Segale" shall mean SEGALE PROPERTIES LLC, a Washington limited liability company, its Affiliates, and any of their members, shareholders or partners, either individually or through a limited liability company, trust, limited partnership or otherwise, in its capacity other than as Declarant. 1.64 Special Assessments "Special Assessments" shall mean and refer to those Assessments to be charged against any or all Lots as provided in Article 7 hereof. 1.65 Square Foot, Square Feet or Square Footage "Square Foot," "Square Feet" and "Square Footage" shall mean and refer to the gross square footage of each Lot. 1.66 Sublease "Sublease" shall mean and refer to a sublease between a Tenant and a Subtenant. 1.67 Subtenant "Subtenant" shall mean and refer to a Person that is a tenant under a Sublease with a Tenant pursuant to which such tenant is permitted to use and occupy Lot(s) pursuant to a Sublease, or a portion of an Improvement constructed by a Tenant on a Lot. 1.68 Tenant "Tenant" shall mean and refer to a Person that is a tenant under a Lease. 1.69 Total Entitlement "Total Entitlement" shall mean and refer to the combined Voting Entitlement of the Class B Members from time to time. 1.70 Trail "Trail" shall mean and refer to a trail which may or may not be open to use by the public, including a specific trail to be constructed and maintained by the City of Tukwila on the levee bordering the Green River, as specified in an easement recorded under King County recording number 20150716000578, and additional connecting trails throughout the Project Area, which trails will be established by Owners from time to tirne for access to and from the Green River or a NGPA. Subject to agreement by the Association, Declaration of Covenants, Conditions, Restrictions and Easements Page 13 134505193.11 Owners may choose to convey connecting trail lands or easements within the Project Area to the Association as Common Areas. 1.71 Transfer "Transfer" shall mean and refer to the sale of a Lot, or the sale of the Improvement constructed on a Lot together with the assignment of a Lease, and any other transfer (by operation of law or otherwise) of all or substantially all of the interest of an Owner in a Lot, or of a Tenant's interest in an Improvement and Lease. 1.72 Transferee "Transferee" shall mean and refer to a Person that purchases a Lot, purchases the Improvement constructed pursuant to a Lease and concurrently is assigned the Lease, and/or otherwise accepts a transfer of all or substantially all of the interest of an Owner in a Lot, or Tenant's interest in an Improvement and Lease, 1.73 Transfer Fee "Transfer Fee" shall mean and refer to Dollars. 1.74 Transferor dollars ($ ) in Indexed "Transferor" shall mean and refer to a Person that sells a Lot to a Transferee, sells the Improvement constructed on a Lot and concurrently assigns the Lease to a Transferee, or otherwise transfers all or substantially all of its interest in a Lot, or the Improvements and the Lease. 1.75 Voting Entitlement "Voting Entitlement" shall mean and refer to the total number of votes allocated to an Owner pursuant to Section 6.3. 1.76 401 Permit "401 Permit" shall mean and refer to that certain Water Quality Certification Order 2877 dated November 7, 2005 (as amended from time to time), issued by the State of Washington Department of Ecology. 1.77 404 Permit "404 Permit" shall mean and refer to that certain Army Corps of Engineers Permit No. NWS-2004-01358, dated April 6, 2011 (as amended from time to time). Declaration of Covenants, Conditions, Restrictions and Easements Page 14 134505193.11 ARTICLE 2. PROPERTY SUBJECT TO DECLARATION 2.1 Initial Project Area The property subject to this Declaration is the Project Area described in Exhibit A-1 and depicted in Exhibit A-2. 2.2 Withdrawal of Property Portions of the Project Area may be withdrawn from the Project Area by recording in the Official Records of a duly adopted amendment to this Declaration identifying the legal description of the real property withdrawn and terminating and extinguishing the encumbrance of this Declaration from such real property. If a portion of the Project Area is so withdrawn, all voting rights otherwise allocated to the withdrawn portion of the Project Area shall be eliminated, and the common expenses shall be reallocated as provided in Section 7.7 below. 2.3 Dedications and Related Transfers For so long as Declarant has a role in the Association, Declarant reserves to Segale the right, from time to time and for such purposes as Segale may deem to be appropriate, to dedicate any portions of the Project Area then owned by Segale, including any portion of the Common Areas granted to the Association, to any governmental authority, quasi -governmental entity or entity qualifying under Section 501 (c)(3) of the Internal Revenue Code or similar provisions. Any considleration received by Segale as a result of such dedication, by reason of any condemnation or any conveyance in lieu of condemnation, shall belong solely to Segale. 2.4 Subdivisions Segale reserves the right to further divide any Lot then owned by Segale from time to time upon receiving all approvals required from any Government Authority, including by a subdivision, a binding site plan, a boundary line adjustment, or otherwise. Any other Owner may further divide its Lot with the prior written approval of the Owners who are entitled to vote the Majority of the Total Entitlement. In the event any Lot is further divided, the newly created legal lot(s) shall be deemed separate Lots for purposes of allocating Assessments and Voting Entitlements under this Declaration. 2.5 Exempt Property The following property shall be exempt from payment of General Assessments and Special Assessments: (a) all Common Areas; and (b) any real property dedicated to and accepted by any governmental authority or public utility. Declaration of Covenants, Conditions, Restrictions and Easements Page 15 134505193.11 ARTICLE 3. COMMON AREAS 3.1 Title to and Use of Common Areas Declarant has or will convey certain areas within the Project Area, and nearby areas that relate to the Project Area, to the Association, free and clear of monetary liens, for use by and/or the benefit of one, some or all of the Lots. Upon such conveyance, such areas shall become part of the Common Areas. Declarant further reserves the right to convey personal property and other property interests to the Association by conveying, granting or otherwise transferring (as the case may require) such personal property or property interests to the Association. Such property shall become part of the Common Areas upon its conveyance, granting or transfer to the Association. Subject to the provisions of this Article 3, each Lot shall have an appurtenant right and easement of enjoyment in and to the Common Areas for the benefit of such Lot Owner and Occupants, which easement shall be appurtenant to and shall pass with the title to each Lot. Unless otherwise stated herein, the Common Areas shall be used by the Owners and Occupants in accordance with the Governing Documents, including reasonable rules and regulations adopted by the Association. 3.2 Maintenance of Common Areas The Association shall provide for the maintenance, repair, replacement, alteration or improvement of the Common Areas, and shall keep such areas in good order and repair. The Association shall assume the indemnity, insurance and bond obligations owed by King County Drainage District No. 2 to the Department of Natural Resources under that certain Aquatics Lands Easement recorded under King County Recording No. 20110831000112. The Association shall comply with all requirements in the Development Agreement pertaining to the Common Areas. The Owner of each Lot shall be liable to the Association for all damage to the Common Areas or to any other real or personal property owned by the Association that may be sustained by reason of the negligence of such Member, its Permittees or the Occupants of such Lot. No Occupant shall do anything or permit any of its Permittees to do anything on the Common Areas that might increase the rate, or cause the cancellation, of any policies of insurance obtained by or on behalf of the Association. 3.2.1 NGPA. All NGPAs shall be maintained by the Association in an undisturbed vegetative state. Except for a Trail, the Orillia Road Connector (as defined in the Development Agreement) and utilities, the Association shall not clear or improve, or permit the clearance or improvement, of the NGPA; provided however, the Association may, as necessary, (1) prune or remove dead or diseased trees, and vegetation reasonably adjacent to developed areas of the Project Area, (2) remove invasive or exotic vegetation, (3) prune or remove trees or other vegetation presenting a Declaration of Covenants, Conditions, Restrictions and Easements Page 16 134505193.11 threat to life or safety or growing over roadways, levees, drainage ditches, a Trail or other corridors that must be kept clear, and/or (4) maintain mitigation areas. 3.2.2 Detention Tracts. The Association shall operate, monitor, maintain, repair, replace, alter and improve (as appropriate) the Detention Tracts, and shall keep such areas in good order and repair and in accordance with any easement or license obligations and/or Laws applicable to the Detention Tracts. 3.2.3 Trail. In the event that an Owner conveys a Trail to the Association and the Association accepts such Trail as part of the Common Areas, the Association shall maintain, repair, replace, alter and improve (as appropriate) such Trail, and shall keep such areas in good order and repair, and as may be required pursuant to any Laws or Permits applicable to such Trail. 3.2.4 Open Space Tracts. The Association shall maintain the Open Space Tracts as open space, consistent with applicable Laws and the Development Agreement, Final Plat and other applicable Permits. 3.2.5 Other Common Areas and Interests. The Association shall maintain, repair, replace, alter and improve (as appropriate) such other Common Areas that the Association owns or is entitled to use pursuant to an easement or license or otherwise as specifically provided in this Declaration. 3.3 Restricted Areas The Association shall have the right in its sole discretion to designate or de - designate from time to time a portion of the Common Area as Restricted Areas that may not be entered or operated other than by the Association, or its respective agents, contractors, employees or representatives, in connection with the preservation, care, maintenance or renewal of such Restricted Areas, the enforcement of the restrictions placed on the Restricted Areas, or for such other limited purposes that are permitted by the Association. As of the Effective Date of this Declaration, the Open Space and NGPA (except to the extent that a Trail is established within and through an Open Space or through the NGPA), the NBT1 and the Detention Tracts are Restricted Areas. 3.4 Public Areas The Association may designate certain portions of the Common Areas as Public Areas which may be used by members of the public. Such Public Areas may include, by way of example, a Trail, the roads, sidewalks, and recreational or entertainment areas. Declaration of Covenants, Conditions, Restrictions and Easements Page 17 134505193.11 3.5 Governmental Compliance of Common Areas The use, ownership, maintenance, operation, improvement and repair of the Common Areas shall comply with: (a) all applicable Laws, including, without limitation, all applicable handicapped and disabled persons accessibility requirements such as the Americans with Disabilities Act of 1990, as amended; (b) the Development Agreement, the 401 Permit, the 404 Permit, and the SAMP; and (c) the Permits. Without limiting the generality of the foregoing, any portion of the Common Areas designated as Open Space Tracts under any Permits shall not be improved or have its use changed without approval by each governmental agency having jurisdiction over such open space. 3.6 Acquisition of Common Areas by Association The Association may acquire improved or unimproved real estate located within the Project Area, Personal Property, easements, and leasehold or other property interests from any Person, including any Owner. Such property or interests shall, upon conveyance, granting or transfer to the Association, be deemed Common Areas for all purposes under this Declaration. 3.7 Disposal of Common Areas by Association The Association may not convey, encumber, sell or transfer title to the Common Areas or any portion thereof to any Person, except that the Association may dedicate portions of the Common Areas then owned by the Association to any Governmental Authority, quasi-govemmental entity or entity qualifying under Section 501(c)(3) of the Internal Revenue Code or similar provisions with the consent of the Class A Member. Any consideration received by the Association as a result of such dedication, by reason of any condemnation or any conveyance in lieu of condemnation, shall bebng solely to the Association. Such dedications shall require only the consent of the Class A Member and shall not require prior notice to or consent of the Association or the Class B Members. ARTICLE 4. EASEMENTS 4.1 Easements for the Benefit of Governmental Agencies and Utilities Certain easements have been and may in the future be granted by the Association to certain local governmental agencies (including the City), utilities or other public or quasi -public entities for public use or other use that includes continued use by Occupants, including without limitation, additional easements granted to the City for a Trail. The granting of such easements shall not require notice to or the consent of its Members. Declaration of Covenants, Conditions, Restrictions and Easements Page 18 134505193.11 4.2 Easements for the Benefit of the Association and Occupants In addition to and without limiting the rights of entry and any other rights given to the Association in this Declaration, there are hereby established the following non- exclusive easements over and across the Lots and Common Areas in perpetuity for the benefit of the Association and the Occupants: 4.2.1 Easements for ingress and egress over all Common Areas for the purpose of accommodating normal and customary access, and for emergency access to and from the Common Areas to each Lot for use by Occupants, the Association and its respective Permittees. Occupants and the Association, and their respective Permittees, shall not block, impede or restrict access to or from any Common Areas, unless specifically approved by the Association in accordance with this Declaration. 4.2.2 Easements in, over and through each Lot and Common Area for the purpose of enabling the Occupant or the Association and their respective Permittees, as applicable, to fulfill its obligations and exercise its rights under this Declaration; provided, however, that such rights shall be subject to the following limitations: (a) such party shall bear all expenses associiated with its exercise of such rights; (b) the area of such easement will be limited, in any case, to the smallest area reasonably necessary for such Occupant or the Association to fulfill the relevant obligation or exercise the relevant right under this Declaration; and (c) the use of such easement shall be accomplished in a manner that does not unreasonably interrupt the normal use and enjoyment of other Occupants or their Permittees. 4.3 No Merger Notwithstanding the union of (a) the fee simple title to any of the Lots in the Project Area, or any portion thereof, or any other real property with (b) any right, title or interest in the easements granted by or reserved to an Owner pursuant to this Declaration, it is the intention that the separation of such fee simple estate and such right, title or interest in such easements shall be maintained, and that a merger shall not take place without the express prior written consent of the Association. 4.4 No Abandonment Notwithstanding the provisions of any applicable Law, no easement granted or reserved hereunder shall be extinguished, abandoned or terminated merely by disuse or incompatible acts; rather, the easements granted hereunder shall continue in full force and effect unless terminated by a writing, executed by the Person or Persons entitled to the benefit of the terminated easements, duly acknowledged and recorded) in the Official Records. Declaration of Covenants, Conditions, Restrictions and Easements Page 19 134505193.11 ARTICLE 5. ESTOPPEL CERTIFICATE Within twenty (20) Business Days after written demand by an Owner, and upon payment of the Estoppel Fee, the Association shall execute an estoppel certificate with respect to that Owner's Lot certifying that as of the date thereof (a) all Assessments due and payable by the Owner under this Declaration have been paid, or have not been paid, as the case may be, and (b) the Association has, or has not, given notice to the Owner of a default under this Declaration that remains uncured. Any lessee, purchaser or encumbrancer in good faith and for value shall be entitled to rely upon such certificate with respect to the matters set forth therein, such matters being conclusive as between the Association and such lessee, purchaser or encumbrancer. The requesting Owner shall pay the Association's Reasonable Costs within twenty (20) Business Days after receipt of an invoice from the Association. ARTICLE 6. MEMBERSHIP AND VOTING RIGHTS IN THE ASSOCIATION 6.1 Organization Declarant has filed the Articles of Incorporation and executed the Bylaws. The Articles of Incorporation provide that the that the Association shall exist until the earlier of: (a) the Common Areas have been dedicated or disposed of as provided herein; (b) the expiration or termination of all of the Lease(s) executed within thirty-six (36) months of the Effective Date; or (c) December 31, 2127. Immediately prior to the termination of the Association, fee title to the Common Areas shall be vested in the Owner within the chain of title. 6.2 Membership Every Owner of a Lot shall be a member of the Association. Such membership shall exist and continue simply by virtue of such Owner status. Upon the Transfer of: (a) the Improvements constructed on a Lot and an assignment of the Lease; or (b) a Lot (if the Owner is the fee title holder and no Lease exists), from which such membership as an Owner is derived, the Transferee shall become the Owner and member, and the Transferor's membership in the Association shall terminate as to such Lot. Membership in the Association shall not otherwise be transferred, pledged or alienated in any way. 6.3 Qualification and Voting 6.3.1 As of the Effective Date, the Association shall have two classes of membership, Class A and Class B. 6.3.1.1 Class A. The Class A Member shall be the sole member of the Class A membership class in the Association. The rights of the Class A Member under the Governing Documents are specified in the relevant sections of the Governing Declaration of Covenants, Conditions, Restrictions and Easements Page 20 134505193.11 Documents. At such time as Segale (a) does not hold a fee simple interest in a Lot within the Project Area, or (b) is not an Easement Holder, the Class A Member class shall terminate. 6.3.1.2 Class B. Every Owner of a Lot shall be a Class B Member of the Association. 6.3.2 Except as otherwise provided in the Governing Documents or applicable Law, all matters requiring the approval of the Association shall be deemed approved if (i) a Majority of the Class B Members assent to them by written consent, or (ii) a Majority of the Class B Members approve them at any duly called regular or special meeting of the Association at which a quorum is present, either in person or by proxy; and the Class A Member approves them at any duly called regular or special meeting of the Association at which a quorum is present, either in person or by proxy, or consents in writing. Except as otherwise provided in the Governing Documents or applicable Law, attendance by Owners entitled to vote a Majority of the Voting Entitlement shall constitute a quorum for any such regullar or special meetings. In no event may the Association be voluntarily wound up and dissolved without the approval and consent of each of the Owners and the Class A Member, and the furnishing of a legal opinion by counsel retained by the Association certifying compliance with all relevant legal requirements. 6.3.3 Each Class B Member shall be entitled to cast one vote per Square Foot of such Class B Member's Lot(s), as determined by the Association from time to time based on certification by a licensed professional surveyor.. The Association shall maintain an official record of the votes allotted to each Lot within the Project Area, and such record shall be dispositive of the number of votes accorded to each Class B Member. In the event that one or more Owner(s) changes the boundaries of its/their Lot(s) through a reconfiguration, resubdivision, reparcelization, combination, adjustment, plat, short plat or reorganization of any Lots) resulting from subdivision, short subdivision, lot merger, lot split, lot line or boundary line adjustment, binding site plan, or similar subdivision, land reorganization or approval, or amendment thereto, such Owner(s) shall provide to the Association a copy of the recorded survey evidencing such change to the Lot(s), together with a certification by a licensed professional surveyor of the area (in Square Feet) of the affected Lots before the Association adjusts in its books the number of votes accorded to such Lot(s). 6.3.4 Solely with respect to any Tenant or Subtenant (excluding the Association) entitled to occupy the entirety of any Lot for a fixed term of ten (10) years or longer, the Owner of such Lot may, upon twenty (20) Business Days' written notice to the Association, designate such lessee as such Owner's representative to attend meetings of the Association and to vote at such meetings in such Owner's stead, whereupon, and until such designation is revoked, (i) the presence of such representative at a meeting or election of the Association shall be deemed to constitute Declaration of Covenants, Conditions, Restrictions and Easements Page 21 134505193.11 the presence of such Owner for purposes of a quorum or otherwise, and (ii) the vote, approval or consent of such representative shall be deemed to be the vote, approval or consent of such Owner. Such designation of a representative may be revoked at any time upon twenty (20) Business Days' written notice by such Owner to the Association. Any suspension or termination of the voting rights of any Owner shall likewise suspend or terminate the voting rights of such Owner's designated representative. The provisions of this Section 6.3.4 are intended merely to allow each Owner the flexibility to enable such a Tenant or Subtenant to participate in meetings of, and voting by, members of the Association in such Owner's stead, and in the absence of any written agreement between such Owner and Tenant or Subtenant to the contrary, shall not in any way be construed as requiring or creating any agency relationship between such Owner and such Tenant or Subtenant. 6.4 Voting in Cases of Joint Ownership In the event that two (2) or more Persons comprise the Owner (or as the case may be, the designated representative of such Owner as provided in Section 6.1) of any particular Lot, and such Persons are unable to agree among themselves as to how the votes to which they are entitled shall be cast, then they shall lose their right to vote on the matter in question. If any such Person casts votes representing a particular Lot, it will thereafter be conclusively presumed for all purposes that he was acting with the authority and consent of all the other Persons comprising the Owner (or, as the case may be, the designated representative of such Owner as provided in Section 6.3 hereof) of such Lot. 6.5 Transfers 6.5.1 Transfer of Membership. Any purported transfer of membership in the Association to any Person not permitted as a Transferee under this Section shall be null and void and shall have no force or effect. In the event the Owner of any Lot shall fail or refuse to transfer its membership in the Association to its Transferee following a Transfer, then the Association shall have the right to enter such Transfer upon its books and, upon such entry, the Transferor's membership in the Association shall be null and void and of no further force and effect. 6.5.2 The Owner of a Lot shall, as soon as practicable before a Transfer, provide the following to the prospective purchaser: 6.5.2.1 Copies of the Governing Documents; 6.5.2.2 A copy of the most recent financial statement made available pursuant to Section 11.3 hereof; and 6.5.2.3 A true statement in writing from an authorized officer of the Association as to the amount of any Assessments levied upon the Lot which remain Declaration of Covenants, Conditions, Restrictions and Easements Page 22 134505193.11 unpaid as of the date of such statement. The statement shall also include true information on unpaid late charges, interest and costs of collection which, as of the date of such statement, remain unpaid as of the date of such statement. Such a statement shall be conclusive upon the Association in favor of any and all Persons who rely in good faith thereon as to the matters therein contained. 6.5.3 The Association shall maintain, and, within twenty (20) Business Days of receipt of a written request, make available to the Owner of a Lot, a copy of the requested items specified in Sections 6.5.2.1 through 6.5.2.3 hereof. The Association may assess such Owner the Association's Reasonable Costs in responding to such request as a Special Assessment. 6.5.4 In addition to the Association's Reasonable Costs set forth in Section 6.5.3 above, an Owner shall concurrently with or within twenty (20) Business Days after the consummation of a Transfer, pay the Transfer Fee to the Association together with the Association's Reasonable Costs incurred in connectlion with such Transfer. The Transferee and Transferor shall be jointly and severally liable for any unpaid Transfer Fee and any unpaid Reasonable Costs of the Association. 6.5.5 Concurrently with the consummation of any Transfer, or within twenty (20) Business Days thereafter, the Transferee shall notify the Association in writing of such Transfer. Such notification shall set forth the name of the Transferee and its Mortgagee, if any, and the Transferor, the address of the Lot involved in the Transfer, the mailing address of the Transferee and the Mortgagee, if any, and the date of sale. Before the receipt of such notification, any and all communications required or permitted to be given by the Association or the Board shall be deemed to be duly made and given to the Transferee if duly and timely made and given to the Transferor. 6.5.6 Nothing in this Section 6.5 shall be construed as affecting the validity of title to any Lot transferred in violation of this Section 6.5. ARTICLE 7. COVENANT FOR ASSESSMENTS BY THE ASSOCIATION 7.1 Creation of Assessments The Association is hereby authorized to levy Assessments against each Lot for Common Expenses as the Board may specifically authorize from time to time. All Assessments on a Lot, together with interest at, a rate of eighteen percent (18%) per annum or, if less, the highest rate permitted by Law, from the due date of such Assessment, reasonable late charges (in such amount as the Board may establish by resolution from time to time), costs, and reasonable attorneys' fees, shall be the personal obligation of the Owner of such Lot at the time the Assessment arose. Upon the occurrence of a Transfer, the Transferee and Transferor shall be jointly and severally liable for any Assessments affecting such Lot that are unpaid at the time of the Transfer. Declaration of Covenants, Conditions, Restrictions and Easements Page 23 134505193.11 7.2 Covenant to Pay Assessments 7.2.1 Each Owner, by acceptance of a deed conveying any real property interest in a Lot, or by execution of a lease granting a Ieaseholdl interest in a Lot, is hereby deemed to covenant and agree to pay to the Association the Assessments (whether or not such covenant shall be so expressed in such deed or lease) assessed against such Lot. 7.2.2 No Owner of a Lot may exempt itself from liability for the payment of Assessments by waiving the use or enjoyment of any part of the Common Areas, or by abandoning its Lot. 7.3 Purpose of Assessments Subject to Section 7.6 hereof, the Association shall levy Assessments sufficient to fund the performance of its obligations under the Governing Documents and to pay for Common Expenses. Such Assessments shall be used to improve, maintain and operate the Common Areas and for the performance of the duties and obligations of the Association, incurred in the exercise of the Association's powers set forth in the Governing Documents. 7.4 Regular Assessments Regular Assessments shall be levied for each Fiscal Year by the Association based upon the annual budget adopted by the Board as set forth in Section 8.15 hereof. 7.5 Special Assessments 7.5.1 The Association may levy, in any Fiscal Year, a Special Assessment for the purpose of defraying, in whole or in part, the cost of (a) any construction, reconstruction, alteration, repair or replacement of a capital improvement in the Common Areas and/or fixtures and personal property related thereto and (b) the cost of any other action or undertaking by or on behalf of the Association which exceeds the budgeted gross expenses of the Association for that Fiscal Year. 7.5.2 The Association may levy a Special Assessment against any individual Lot as a fine under Section 8.7.2 hereof, or to reimburse the Association for Reasonable Costs incurred by the Association (including reasonable attorneys' fees, interest, or any other miscellaneous costs) in bringing such Lot and/or the Owner or Occupant thereof into compliance with the Governing Documents (including, without limitation, under Section 9.1.1 hereof). Declaration of Covenants, Conditions, Restrictions and Easements Page 24 134505193.11 7.6 Limitation on Assessments Notwithstanding any other provision of this Declaration to the contrary, the Association shall not impose or collect any Assessment that exceeds the maximum amount allowed by Law. Assessments shall not recover any item of cost more than once. 7.7 Allocation of Assessments Both Regular and Special Assessments shall be divided among the Owners based on the ratio that such Owners' Voting Entitlement bears to the Total Entitlement and among the Lots based on the ratio that the Square Footage of such Lot bears to the total Square Footage of the Lots. To the extent feasible, the Association shall equitably allocate such Assessments among the Lots (and the Owners thereof) for the period that such Assessment covers. 7.8 Commencement of Assessments 7.8.1 The Regular Assessments provided for herein shall commence as to all Lots on the first day of the Fiscal Year commencing after the recordation of the Declaration. The first Regular Assessment shall be prorated according to the number of days remaining in the Fiscal Year in which such recordation occurs. The Board shall determine and fix the amount of the Regular Assessment against each Lot at least thirty (30) Business Days but not more than sixty (60) Business Days in advance of the commencement of each Fiscal Year, and shall) establish the due date(s) for payment of such Assessments, which shall not be more or less frequent than once per Fiscal Year. The Board may increase or decrease the Regular Assessments from Fiscal Year to Fiscal Year. 7.8.2 Written notice of each Assessment shall be sent to every Owner subject thereto. Each Assessment levied against a Lot shall become a debt of the Owner of such Lot at the time such Assessment is levied. If there is more than one Person comprising the Owner of a particular Lot, each such Person shall be jointly and severally liable for such Assessments. 7.9 Enforcement of Assessment Obligation The Association may enforce delinquent Assessments by suing the Owner directly on the debt established by the Assessment. In any action instituted by the Association to collect delinquent Assessments, accompanying costs, late charges or interest, the prevailing party shall be entitled to recover its costs and reasonable attorneys' fees. The Association may not enforce delinquent Assessments by recording a lien against any Lot or by foreclosing such a lien through judicial or nonjudicial proceedings. The Association waives any right granted by Law to record and foreclose on such a lien. Declaration of Covenants, Conditions, Restrictions and Easements Page 25 134505193.11 7.10 Assessments for Impositions In the event that any Impositions of any nature are assessed against the Common Areas rather than against an individual Lot or the Personal Property of a Member, then said Impositions shall be added to the annual Regular Assessments or, at the discretion of the Board, a Special Assessment may be levied in an amount equal to said Impositions. ARTICLE 8. POWERS AND DUTIES OF THE ASSOCIATION The Association shall have all the powers of a nonprofit mutual corporation organized under the Washington Nonprofit Miscellaneous and Mutual Corporations Act (RCW Chapter 24.06), subject only to such limitations on the exercise of its powers as are established by Law or set forth in the Governing Documents. It shall have the power to do any lawful thing that may be authorized, required or permitted to be done by the Association under the Governing Documents, and to do and perform any act that may be necessary or proper for, or incidental to, the exercise of any of the express powers of the Association. Subject to the limitations set forth in the Governing Documents or the Laws of the State as to actions which must be authorized or approved by the members of the Association (i.e., the Owners), all corporate powers shall be exercised by or under the authority of, and the business and affairs of the Association shall be controlled by, the Board. Without limiting the generality of the foregoing but subject to the same limitations, it is hereby expressly declared that, in addition to the other powers and duties of the Board provided in this Declaration and elsewhere in the Governing Documents, the Board shall specifically have the following powers: 8.1 Designate Officers The power to select, appoint and remove the officers, agents and employees of the Association, prescribe such powers and duties for them as are not inconsistent with Law, the Permits or the Governing Documents, and, subject to the provisions of the Bylaws, fix their compensation. 8.2 Management and Control The power to conduct, manage and control the affairs and business of the Association, and to make such rules and regulations therefore as they deem best and as are not inconsistent with Law, the Permits, or the Governing Documents. 8.3 Principal Office The power to change the principal office for the transaction of the business of the Association from one location to another within the County and to designate a place within the State of Washington for the holding of any membership meeting or meetings. Declaration of Covenants, Conditions, Restrictions and Easements Page 26 134505193.11 8.4 Insurance 8.4.1 To the extent the coverage described in this Section 8.4 is available at a reasonable cost, the power to obtain and maintain in force the following policies of insurance: 8.4.1.1 An occurrence form of commercial general liability insurance policy (ISO form CG00001 or its equivalent) (the "CGL Policy") protecting the Association against claims of third parties for bodily injury, death, personal injury, and property damage occurring in, upon, or about the Common Areas or relating to the operations taking place on the Common Areas. Such CGL Policy shall include coverage for premises and operations; products/completed operations; fire and water damage legal liability; and broad form property damage. The CGL Policy shall not contain any intra-insured exclusions as between insured persons or organizations, and shall include coverage for assumed or contractual liability under this Declaration, including but not limited to Association's indemnification obligations under this Declaration with respect to covered claims. Such policy shall have an annual combined single limit for bodily injury and property damage of at least Five Million Dollars ($5,000,000.00) in Indexed Dollars per occurrence and Ten Million Dollars ($10,000,000.00) in Indexed Dollars per location aggregate. Required limits of liability may be satisfied by a combination of primary liability and umbrella/excess liability policies. Umbrella/excess liability policies shall be at least following form to the primary policy(ies) 8.4.1.2 Fidelity insurance in theform of a bond in an appropriate amount as determined by the Board, which names the Association as obligee and protects against misuse and misappropriation of Association property by Directors, officers, committee members, trustees and employees of the Association and any management agent and its officers, agents and employees, whether or not such Persons are compensated for their services; 8.4.1.3 Workers' Compensation Insurance, to the extent required by Law, that shall include employer's liability insurance or separate "stop gap" coverage for all employees of the Association, in accordance with the statutory limits required by Law; 8.4.1.4 Customary "All Risk" property insurance policy for the Full Replacement Cost of the Common Area Facilities, including coverage for the Personal Property. This policy shall cover against (i) all risks of physical (loss, including fire, theft, flood, earthquakes, terrorism, other risks including boiler and machinery perils , and shall cover increases in costs incurred by reason of changes in the Law, and (ii) business interruption and loss of income in an amount at least equal to gross receipts from all sources of income from the Owners and Easement Holders, as reasonably estimated, for a period of at least twelve (12) months notwithstanding that the policy Declaration of Covenants, Conditions, Restrictions and Easements Page 27 134505193.11 may expire prior to the end of such period; and (iii) losses due to disruption of utility services originating away from the Common Area Faciliities (the "Property Damage Policy"). The Property Damage Policy shall be in an amount equal to one hundred percent (100%) of the Full Replacement Cost of the Common Area Facilities and Personal Property, and contain an agreed amounts provision waiving any co-insurance provisions of the applicable policy or policies. The term "Full Replacement Cost" shall mean the actual replacement cost of the Common Area Facilities and Personal Property, without deduction for depreciation, including the cost of demolition and debris removal and excluding the cost of excavation and foundations. With respect to losses covered by the Property Damage Policy, the amount of the business income insurance, as applicable, shall be determined initially upon the Effective Date and at least once each year thereafter based on the Association's reasonable estimate of the gross income from the Owners and Easement Holders for the succeeding period of coverage. The Property Damage Policy shall name Association as loss payee as its interest may appear and shall expressly provide that the Easement Holders will be included in the adjustment process as their interests may appear. Property and hazard insurance with extended coverage and special form endorsements covering the replacement cost of any insurable Common Area Facilities, which may hereafter be located on the Common Area. The proceeds from such insurance shall be paid to the Association, which shall use such funds for the repair, reconstruction or replacernent of the Comrnon Area Facilities so covered; 8.4.1.5 Insurance in an amount to be determined by the Board, but in any event not less than One Million Dollars ($1,000,000), on behalf of (a) each Director and (b) committee members and officers as the Board in its discretion deems appropriate, for liability asserted against or incurred by such Director, committee member or officer in such capacity or arising out of such status, regardless whether the Association would have the power to indemnify such Director, committee member or officer against such liability under applicable Law; and 8.4.1.6 Such insurance as required of King County Drainage District No. 2 under the Aquatic Lands Easements recorded under King County Recording No. 20110831000112, for the benefit of the Department of Natural Resources. 8.4.1.7 Such other insurance as the Board shall deem necessary or expedient to carry out the functions of the Association as set forth in the Governing Documents. 8.4.2 All policies shall be issued by insurance companies authorized to do business in the State of Washington. All such insurers shall have a minimum rating of "A-VIII" by A.M. Best Company (or any successor rating agency or entity reasonably selected by Landlord if A.M. Best Company discontinues publishing ratings of insurance companies or if the rating system is changed). No insurance coverage obtained by the Declaration of Covenants, Conditions, Restrictions and Easements Page 28 134505193.11 Association shall contain a deductible in excess of Fifty Thousand Dollars ($50,000.00) in Indexed Dollars. 8.4.3 The CGL Policy referred to in Section 8.4.1.1 shall name the Directors, the Class A Member, the Property Manager, the Owners (as a class), and the Easement Holders (as a class) as additional insureds, and such policy shall include, if obtainable, a cross -liability or severability of interest endorsement insuring against liability to each other insured. 8.4.4 Every policy of insurance obtained by the Association, whether or not required to be obtained pursuant to the provisions of this Declaration, shall expressly waive any and all rights of subrogation against the Class A Member, the Property Manager, representatives and employees, the Directors and all Owners and Easement Holders. 8.4.5 The premiums for the insurance policies obtained and maintained by the Association shall be a part of the Common Expenses or Limited Common Expenses, as the case may be, to be included in the calculation of the Assessments levied by the Association. 8.4.6 The Board shall periodically review the coverage provided by the insurance policies obtained and maintained by the Association, and, to the extent that increased coverage is available and at the Board's discretion, shall increase such coverage in light of inflation, increased risk and similar factors. 8.5 Utilities The power to pay all charges for utility services for the Common Areas. 8.6 Common Areas The power to manage, operate, maintain, repair, restore and replace (and/or make capital expenditures for and on behalf of the Association with respect to) the Common Areas and all Common Area Facilities located thereon. The Association shall have the right, in accordance with the Governing Documents, to borrow money for the purpose of improving, repairing and maintaining the Common Areas, or otherwise and, in connection therewith, the right of the Association to hypothecate any or all real or personal property owned by the Association including the Common Areas. 8.7 Enforcement The power to enforce the provisions of the Governing Documents and the provisions of any agreement to which the Association is a party. In addition to the other Declaration of Covenants, Conditions, Restrictions and Easements Page 29 134505193.11 powers of the Board provided herein and under applicable Law, the Board shall have the power: 8.7.1 To suspend all rights and privileges of an Owner in the Association for: (i) the failure to pay any Regular Assessment or Special Assessment in full promptly when due (whether or not the Owner is personally obligated to pay such Assessment), or (ii) each violation of any provision of the Governing Documents. Such suspension shall continue for a period of time determined by the Board and may, at the Board's discretion, continue until the Regular Assessment or Special Assessment is paid in full or the violation is cured. Such suspension shall not take effect unless the Owner is notified and given an opportunity for a hearing as required by applicable Law; provided, however, that the following minimum requirements shall apply: 8.7.1.1 The Owner shall be notified in writing of the suspension and the reasons therefore at least ten (10) Business Days prior to the effective date of the suspension; 8.7.1.2 If requested by the Owner in writing within five (5) Business Days after receipt of such notice, a hearing on said suspension shall be held before the Board; and 8.7.1.3 Said hearing shall be held by the Board at least five (5) Business Days before the effective date of the suspension, and at said hearing the Owner shall have the right to appear and defend itself against the matters resulting in the notice of suspension. 8.7.2 To levy and assess fines against any Owner who violates, or who's Occupants or Permittees violate, the Governing Documents, pursuant to the same notice and hearing procedure as is provided for suspension in Section 8.7.1, and such other procedures and/or schedules as the Board may establish. Upon notice to the Owners, the Board may establish a schedule of fines for individual offenses and/or continuing offenses, which schedule shall thereafter govern the amount of the fines to be levied, until such schedule is modified or repealed by the Board. Fines may be levied for each offense, and, once levied, each such fine shall become an Assessment. Any Owner against whom such a fine is levied shall pay such fine to the Association within ten (10) Business Days after such levy. The Association shall be entitled to take any legal action or employ any remedies set forth hereunder or permitted by Law to enforce the payment of such fines. 8.8 Square Footage/Total Entitlement Monitoring The power to track and monitor the Square Footage of all Lots owned by all Owners from time to time within the Project Area, and the Voting Entitlement and Total Entitlement of the Owners. Declaration of Covenants, Conditions, Restrictions and Easements Page 30 134505193.11 8.9 Contract and Make Payments The power to contract and pay for Common Expenses. Withdrawals of funds from the Association's accounts may be made by any Person authorized by the Board to make such withdrawals. 8.10 Engagement of Agents The power to engage the services of any qualified Person or Persons as an employee, agent or contractor, including a Property Manager, to manage and conduct the business and perform the duties of the Association; upon such conditions as are deemed advisable by the Association, delegate to such Person or Persons any of its powers; and to terminate such engagement or employment when deemed advisable by the Association. A Person engaged as Property Manager shall be deemed to be "qualified" if such Person: (a) is a real estate broker or real estate firm licensed in accordance with applicable Laws and may legally provide real estate brokerage services in the Project Area; (b) if such Person is a natural person, has at least 15 years' experience managing similar projects, or if such Person is a real estate firm, the Person primarily responsible for managing the activities of the real estate firm as Property Manager at any time during such firm's engagement as Property Manager has at least 15 years' experience managing similar projects; and (c) maintains customary errors and omissions insurance. Notwithstanding the foregoing, the Association's delegation of its powers to any such employee, agent or contractor, including any Property Manager, shall be subject to the following limitations and restrictions: 8.10.1 No such employee, agent or contractor may enter into contracts valued at more than twenty thousand dollars ($20,000) in Indexed Dollars without the Board's approval. 8.10.2 No such employee, agent or contractor may borrow money without the Board's approval. 8.10.3 No such employee, agent or contractor may hypothecate any or all real or personal property owned by the Association, including the Common Areas, without the Board's approval. 8.10.4 No such employee, agent or contractor may withdraw more than dollars ($ ) from the Association's account during a period of ( ) days without the Board's approval. 8.10.5 No such employee, agent or contractor may incur liabilities payable or reimbursable by any Owner(s), Occupant(s), Class A Member, the Declaration of Covenants, Conditions, Restrictions and Easements Page 31 134505193.11 Association or any combination of the foregoing in excess of dollars ($ ) without the Board's approval. 8.11 Services The power to institute any other services for the benefit of the Owners deemed advisable by the Association. 8.12 Taxes The power to pay any taxes and govemmental assessments, which are or could become a lien on the Common Areas, or any portion thereof. 8.13 Discipline The power to initiate and execute disciplinary proceedings against Owners and Occupants for violations of the provisions of the Governing Documents. 8.14 Periodic Review of Financial Condition The power to periodically review the financial condition of the Association as required by applicable Law or as otherwise provided herein or in the Bylaws. 8.15 Budget The power to prepare annual budgets and financial statements for the Association and to distribute such budgets and financial statements to the Owners as required by applicable Law or as otherwise provided herein or in the Bylaws. 8.16 Litigation The power to prosecute or defend, in the name of the Association, any action affecting or relating to the Association and any action in which Owners holding at least a Majority Interest of the Owners have an interest. 8.17 Delegation of Powers The power to delegate any of its powers hereunder to other Persons, including, without limitation, committees, officers and employees. 8.18 Limitation on Liability of Officers and Directors; Indemnification 8.18.1 No Director, officer, committee member, employee or other agent of the Association (each, an "Association Agent"), shall be liable to any Owner or Occupant or any other Person (including, without limitation, the Association), for any Declaration of Covenants, Conditions, Restrictions and Easements Page 32 134505193.11 damage, loss, or prejudice suffered or claimed on account of any act, omission, error or negligence of any such Association Agent if such Association Agent has acted in good faith and in a manner such Association Agent reasonably believed to be in the best interests of the Association. 8.18.2 Each Owner, by accepting a deed or entering into a Lease, each Occupant, by accepting the right to occupy a Lot, and the Association, agrees personally and for all its Permittees to indemnify each Association Agent, and to defend such Association Agent against any liability for any damage, Toss or prejudice suffered or claimed on account of any act, omission, error or negligence of such Association Agent if such Association Agent has acted in good faith and in a manner such Association Agent believed to be in the best interests of the Association. 8.19 Right to Grant Easements 8.19.1 The power and the duty to grant utility and other easements, through and over the Common Areas, which are reasonably necessary or appropriate in connection with the operation or activities of the Association; provided, however, that such easements shall be limited only to the location, scope and size reasonably necessary to accomplish the stated purpose of such easement or to comply with any relevant governmental requirements. All such easements across the Common Areas in favor of the Association will be located so as to reasonably minimize, consistent with appropriate governmental requirements, the impact on the access and use of the adjacent Lots and the Common Areas. 8.19.2 The power but not the duty to relocate easements over and across the Common Areas; provided, however, that the Board shall use reasonable criteria in deciding which easements are to be relocated and to what location; provided, further, however, that the addition of real property to the Common Areas by the Association or the Owners shall require the consent of Segale so long as Segale owns any Lot. 8.20 Segale's Right to Approve So long as Segale owns any interest in any Lot(s) within the Project Area, the Board may not take any action that would substantially impair the rights of Segale under this Declaration or would substantially impair the value of any real property then owned by Segale, without the prior written consent of Segale to such proposed action(s). Declaration of Covenants, Conditions, Restrictions and Easements Page 33 134505193.11 ARTICLE 9. ENFORCEMENT 9.1 Abatement and Suit 9.1.1 Subject to the restrictions set forth in this Declaration and those imposed by Law, the violation or breach of any covenant, condition, restriction or provision contained in the Governing Documents shall give the Association and its agents, employees, representatives and contractors the right to abate and remove, at the expense of the Owner of such Lot, any structure, thing or condition that may exist in the Common Areas contrary to the provisions of the Governing Documents, if such violation or breach remains uncured for a period of twenty (20) Business Days after notice to the Owner of the Lot. If the violation or breach cannot be cured in such twenty (20)—Business Day period but the Owner or Occupant commences a cure within such period and thereafter diligently and continuously pursues such cure to completion, then the Association shall defer any action under this Section 9.1.1 until the expiration of such time period as is reasonably necessary for such Owner or Occupant to complete such cure. 9.1.2 The Association (acting on behalf of itself or as representative of the Owners) and any aggrieved Owner shall have the right to prosecute a proceeding at Law or in equity against any Owner or Occupant or any other Person or Persons who have violated or breached or are attempting to violate or breach any of the provisions, covenants, conditions, and restrictions set forth in the Governing Documents, to enjoin or prevent them from doing so, to cause said violation or breach to be remedied or to recover damages for said violation. Nothing herein contained shall be deemed to impose upon the Association or any aggrieved Owner any liability for the failure to correct or prosecute a violation or breach of the Governing Documents. 9.2 Inspection The Association and its respective Permittees may, from time to time at any reasonable hour or hours and without notice to any Owner or Occupant, enter and inspect any Lot to ascertain whether such Lot, the Improvements thereon, and the uses thereof are in compliance with the Governing Documents, and no such entering Person (or the Association itself) shall thereby be deemed guilty of, or become liable for, any manner of trespass or unlawful entrance in connection with such entry and inspection. 9.3 Failure to Enforce Not a Waiver of Rights The failure of the Association or any aggrieved Owner to enforce any covenant, condition, restriction or provision herein contained shall in no event be deemed to be a waiver of the right to thereafter do so or of the right to enforce any other covenant, condition, restriction or provision set forth in this Declaration. Declaration of Covenants, Conditions, Restrictions and Easements Page 34 134505193.11 9.4 Enforcing Violations The violation of any Permit or Law shall constitute a violation of this Declaration and shall be enforceable in accordance with the provisions of this Article 9. ARTICLE 10. TERMINATION AND AMENDMENT 10.1 Term The covenants, conditions and restrictions contained in this Declaration shall run with and bind the Project Area and shall inure to the benefit of and be enforceable by each Owner and its heirs, successors and assigns for a 'term commencing as of the Effective Date and terminating on December 31, 2127. 10.2 Amendments 10.2.1 Except as otherwise provided in this Declaration, neither this Declaration nor any provision hereof or any covenant, condition or restriction herein contained, may be terminated, extended, modified or amended, as to the whole of the Project Area or any portion thereof, except upon the approval of Owners entitled to vote seventy-five percent (75%) of the Total Entitlement and of the Class A Member. No such termination, extension, modification or amendment shall be effective until such termination, extension, modification or amendment has been certified in a document executed and acknowledged by an officer of the Association designated by the Board and has been recorded in the Official Records. Within a reasonable time after such document has been recorded, the Association shall mail a copy thereof to each Owner, together with a statement that such document has been recorded. 10.2.2 Any amendment recorded in accordance with this Section 10.2 shall be conclusive in favor of all Persons who rely upon it in good faith. ARTICLE 11. RIGHTS OF LENDERS 11.1 Priority of Lien of Mortgage This Declaration shall be and remain senior in priority to all Mortgages executed upon the Project Area, any Lot or any portion thereof after the date of recording of this Declaration, provided, however, that no breach of the covenants, conditions or restrictions herein contained shall affect, impair, defeat or render invalid the lien, charge or priority of any Mortgage made in good faith and for value encumbering any Lot. Any Mortgagee or other Owner whose title to a Lot is derived through foreclosure (judicial or rtonjudicial), trustee's sale or deed in lieu of foreclosure, shall take title to such Lot subject to, and shall be bound by, all the covenants, conditions and restrictions set forth in this Declaration. Declaration of Covenants, Conditions, Restrictions and Easements Page 35 134505193.11 11.2 Curing of Defaults Any Mortgagee who acquires title by judicial foreclosure, deed in lieu of foreclosure (judicial or nonjudicial) or trustee's sale shall not be obligated to cure any breach or violation of the provisions of this Declaration which is incurable or of a type which is not practical or possible to cure. In the event that any Assessment on any Lot becomes delinquent or another default under this Declaration occurs, the Association shall provide the Mortgagee with notice of such default, provided, however that the Owner of such Lot must have furnished the Association with the current address of the Mortgagee. The Mortgagee shall thereafter have the right to cure such default within a reasonable time or to commence foreclosure proceedings. If any Mortgagee commences foreclosure proceedings or gives notice to the Association that it is commencing negotiations for a deed in lieu of foreclosure, the Association shall stay any foreclosure proceedings instituted by it until the conclusion of Mortgagee's proceedings or negotiations, provided however, that Mortgagee diligently and continuously pursues such action to completion. 11.3 Availability of Documents The Association shall make available to Owners and Mortgagees current copies of the Governing Documents, as well as the books, records and financial statements of the Association. "Available" means available for inspection, upon request, at the offices of the Association during normal business hours. Upon written request, any Mortgagee shall be entitled to receive an audited statement for the immediately preceding Fiscal Year, which audited statement shall be prepared at the expense of such Mortgagee if not otherwise available. Any such financial statement so requested shall be furnished within a reasonable time following such request. 11.4 Conflicts In the event of any conflict between any of the provisions of this Article 11 and any of the other provisions of this Declaration, the provisions of this Article 11 shall control. ARTICLE 12. MISCELLANEOUS PROVISIONS 12.1 Constructive Notice and Acceptance Every Person who now or hereafter owns or acquires any right, title or interest in or to any portion of the Project Area or any Lot is and shall be conclusively deemed to have consented and agreed to every covenant, condition, restriction and provision contained in this Declaration, whether or not any reference to this Declaration is contained in the instrument by which such Person acquired an interest in the Project Area. Declaration of Covenants, Conditions, Restrictions and Easements Page 36 134505193.11 12.2 Rights Under Other Documents Nothing herein contained shall prejudice or diminish in any way rights under any other documents which may be subsequently recorded against all or any portions of the Project Area. 12.3 Public Infrastructure Financing In the event that at any time the Association is required pursuant to the Development Agreement or chooses to obtain public bond financing to finance Common Area Facilities, then each Owner of a Lot so affected shall consent to such public bond financing, participate in any special districts established iin connection therewith, assume its proportionate share of the obligations created thereby and subject such Lot(s) to the lien of any assessments imposed therefore. 12.4 Completion of Construction by Owner Owner and its Permittees shall have the right to complete the construction of on - site and off -site improvements on or in the vicinity of the Project Area, including, without limitation, grading, trenching, preparation of streets and curbs and installation of utilities, and shall have an easement over the Lots and Common Areas for such purpose, and neither the Association nor any Occupant shall interfere with or impede the completion of such construction. In the event that, prior to completion of such construction, Owner or its Permittees performing under this Section 12.4 reasonably determine that the activities of any Occupant upon the Common Areas or upon such Occupant's Lot may interfere or does interfere with such construction, then Owner or such Permittee shall be entitled to impose such reasonable conditions and limitations upon :such Occupant's activities as the Association, in its reasonable discretion, determines to be necessary or appropriate to avoid such interference, provided however, that Association shall incur no liability arising out of either the imposition of, or the failure to impose, such conditions. 12.5 Notices Except as otherwise expressly provided in this Declaration or required by Law, all notices, consents, requests, demands, approvals, authorizations and other communications provided for herein shall be in writing and shall be deemed to have been duly given if and when personally served or three (3) Business Days after being sent by United States first class mail, postage prepaid, to the intended party at its last known address. For purposes of this Section 12.5, "last known address" with respect to any Owner shall mean such Owner's address appearing on the books of the Association or supplied by such Owner to the Association. If no address is supplied, then such Owner's address shall be deemed to be the address of any Lot owned by such Owner. Declaration of Covenants, Conditions, Restrictions and Easements Page 37 134505193.11 With respect to (i) any such notice, consent, request, demand, approval, authorization or communication and (ii) any document or instrument (whether a Governing Document or otherwise) given or made available to any Owner hereunder or under any of the other Governing Documents and which might concern an Occupant of such Owner's Lot, it shall be the sole responsibility of such Owner (but in no event the responsibility of the Association) to make a copy thereof available in a timely manner to such Occupant. 12.6 Liberal Construction The provisions of this Declaration shall be liberally construed to effectuate its purpose. The failure to enforce any provision of this Declaration shall not constitute a waiver of the right to thereafter enforce such provision or the right to enforce any other provision hereof. 12.7 Singular Includes Plural Whenever the context of this Declaration requires, the singular shall include the plural and vice versa, and the masculine shall include the feminine and the neuter, and vice versa. 12.8 Effect of Invalidation Each covenant, condition or restriction of this Declaration is intended to be, and shall be construed as, independent and severable from each other covenant, condition and restriction. If any covenant, condition or restriction of this Declaration is held to be invalid by any court, the invalidity of such covenant, condition or restriction shall not affect the validity of the remaining covenants, conditions and restrictions hereof. 12.9 No Discriminatory Restrictions No Owner or Occupant shall execute or cause to be recorded any instrument that imposes a restriction upon the sale, leasing or occupancy of its Lot on the basis of race, sex, marital status, national ancestry, color, religion or any other protected class. 12.10 Cumulative Remedies Each remedy provided for in this Declaration and/or in the other Governing Documents shall be cumulative and not exclusive. The failure to exercise any remedy provided for in this Declaration or any other Governing Document shall not constitute a waiver of such remedy or of any other remedy provided herein or therein. Declaration of Covenants, Conditions, Restrictions and Easements Page 38 134505193.11 12.11 Attorneys' Fees and Costs If any Person commences litigation for the judicial interpretation or enforcement hereof or of any of the other Governing Documents, or for damages for the breach hereof or of any of the other Goveming Documents, the prevailing party shall be entitled to its reasonable attorneys' fees and court and other costs incurred. 12.12 Conflicting Provisions In the case of any conflict between this Declaration and any other Goveming Document or Governing Documents, this Declaration shall control. /The remainder of this page is left intentionally blank.] Declaration of Covenants, Conditions, Restrictions and Easements Page 39 134505193.11 DECLARANT: SEGALE PROPERTIES LLC, a Washington limited liability company By Metro Land Development, Inc. Its Manager By: Name: Title: Declaration of Covenants, Conditions, Restrictions and Easements Page 40 134505193.11 STATE OF WASHINGTON ) ) ss. COUNTY OF KING On this day of , 20_, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared M.A. Segale, to me known to be the person who signed as President of Metro Land Development, Inc., as Manager of SEGALE PROPERTIES LLC, the limited liability company that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said limited liability company for the uses and purposes therein mentioned, and on oath stated that he was duly elected, qualified and acting as said officer of the limited liability company and that he was authorized to execute said instrument. IN WITNESS WHEREOF I have hereunto set my hand and official seal the day and year first above written. (Signature of Notary) (Print or stamp name of Notary) NOTARY PUBLIC in and for the State of Washington, residing at My appointment expires: Declaration of Covenants, Conditions, Restrictions and Easements Page 41 134505193.11 EXHIBIT A-1 to Declaration of Covenants, Conditions, Restrictions and Easements Legal Description of the Project Area Declaration of Covenants, Conditions, Restrictions and Easements Page 42 134505193.11 EXHIBIT A-2 to Declaration of Covenants, Conditions, Restrictions and Easements Depiction of the Project Area Declaration of Covenants, Conditions, Restrictions and Easements Page 43 134505193.11 EXHIBIT B to Declaration of Covenants, Conditions, Restrictions and Easements Properties Holding Easements to the Common Areas Declaration of Covenants, Conditions, Restrictions and Easements Page 44 134505193.11 EXHIBIT C-1 to Declaration of Covenants, Conditions, Restrictions and Easements Legal Description of the NGPA Declaration of Covenants, Conditions, Restrictions and Easements Page 45 134505193.11 EXHIBIT C-2 to Declaration of Covenants, Conditions, Restrictions and Easements Depiction of the NGPA Declaration of Covenants, Conditions, Restrictions and Easements Page 46 134505193.11 Fidelity National Title Insurance Company COMMERCIAL SERVICES 600 University St., Suite 1518 Seattle, WA 98101 Phone: 206-262-6305 Email: john.jones@fnf.com NINTH _ ` ANT_ FOR 1 ITLE INSURANCE Issued by Fidelity National Title of Washington, Inc., as agent for Fidelity National Title Insurance Company Fidelity National Title of Washington, Inc., as agent for Fidelity National Title Insurance Company, a California corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate 6 months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. IN WITNESS WHEREOF, Fidelity National Title Insurance Company, through its agent, Fidelity National Title of Washington, Inc., has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Countersigned by: _ BY Authorized Signature Randy Oraik, President Attest MOH! Graretk, Secretary RECEIVED OCT 1 12011 Community Development 27C101 (6/06) ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION Fidelity National Title of Washington, Inc. Name and Address of Title Insurance Company: SCHEDULE A Fidelity National Title of Washington, Inc. 600 University St., Suite 2424 Seattle, WA 98101 Title Officer: John Jones Escrow No.: 20368867-410-KA6 1. Effective Date: September 14, 2017 at 8:00 A.M. 2. Policy or Policies to be issued: ALTA 2006 Extended Owner's Policy - Commercial Rate Amount: To Be Determined Premium: To Be Determined Tax: To Be Determined Total: To Be Determined Extended Surcharge: Premium: To Be Determined Tax: To Be Determined Total: To Be Determined Proposed Insured: To Be Determined 3. The estate or interest in the land described or referred to in this Commitment is: A FEE 4. Title to the FEE SIMPLE estate or interest in the land is at the Effective Date vested in: Segale Properties LLC, a Washington limited liability company, formerly La Pianta Limited Partnership, a Washington limited partnership and La Pianta LLC, a Washington limited liability company 5. The land referred to in this Commitment is described as follows: See Exhibit A attached hereto and made a part hereof. 27C 101 A (6/06) 1 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. 111111111011111.1 AMERICAN LAND TITLE A ION EXHIBIT A LEGAL DESCRIPTION TAX PARCEL 022204-9008: File No.: 20368867-410-KA6 THAT PORTION OF THE NORTHWEST' OF THE NORTHWEST'l. OF SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., LYING EASTERLY OF THE EASTERLY RIGHT OF WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, WESTERLY OF FRAGER ROAD (MESS COUNTY ROAD NO. 76), SOUTHERLY OF THE NORTH LINE OF SAID SECTION 2, AND NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 2; THENCE SOUTH 87° 59' 06" EAST, ALONG THE NORTH LINE OF SAID SECTION, TO THE WESTERLY MARGIN OF FRAGER ROAD (MESS COUNTY ROAD NO. 76); THENCE SOUTHERLY ALONG SAID MARGIN, SOUTH 01° 53' 23" EAST, 15.28 FEET; THENCE CONTINUING SOUTH ALONG SAID MARGIN, ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 1,780.00 FEET, THROUGH A CENTRAL ANGLE OF 06° 110' 20", AN ARC DISTANCE OF 191.75 FEET TO THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 72° 37' 15" WEST 338.36 FEET; THENCE SOUTH 57° 55' 05" WEST 320.85 FEET; THENCE SOUTH 73° 44' 15" WEST 208.18 FEET; THENCE SOUTH 17° 47' 50" WEST 250.67 FEET; THENCE NORTH 45° 27' 10" WEST TO THE SOUTHEASTERLY RIGHT OF WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, AND THE TERMINUS OF SAID LINE; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEDICATION OF RIGHT-OF-WAY DEED RECORDED UNDER RECORDING NO. 20121130002219; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3) AND A PORTION OF LOTS 116 AND 36, OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) TAX PARCEL 022204-9011: REVISED PARCEL "F" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L16-0046, RECORDED UNDER RECORDING NO. 20161024900004. (BEING TRACT SAT4, A PORTION OF OPEN SPACE TRACT 2, A PORTION OF LOTS 19, & 33, AND ALL OF LOTS 20 & 21 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 022204-9015: A PORTION OF GOVERNMENT LOT 8 IN SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: PARCEL "A" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L 12-011 AS RECORDED UNDER KING COUNTY RECORDING NO. 20130108900003. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. 27C101A (6/06) 2 ALTA Commitment-2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 EXHIBIT A (Continued) (BEING ALL OF OPEN SPACE TRACT 1, ALL OF RESERVE DRAINAGE TRACT 2, ALL OF PRIVATE ROAD ACCESS TRACT 2, A PORTION OF LOT 26, AND ALL OF LOTS 22, 23, 24 & 25 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 022204-9033: THAT PORTION OF GOVERNMENT LOTS 10 AND 11 IN SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID SECTION 2, FROM WHICH THE NORTHWEST CORNER OF SAID SECTION BEARS NORTH 01° 55' 10" WEST, A DISTANCE OF 217.06 FEET; THENCE, ALONG SAID WEST LINE, SOUTH 01° 55' 10" EAST 343.94 FEET; THENCE NORTH 88° 04' 50" EAST, 181.50 FEET; THENCE SOUTH 01° 55' 10" EAST 347.90 FEET TO THE NORTH LINE OF THAT CERTAIN TRACT OF LAND CONVEYED TO JOSEPH GUNTER UNDER KING COUNTY RECORDING NO.3526897; THENCE SOUTH 89° 38' 20" EAST, ALONG SAID NORTH LINE, AND THE SAME PRODUCED TO THE WESTERLY BANK OF GREEN RIVER; THENCE NORTHERLY AND EASTERLY, ALONG SAID RIVER BANK, TO THE NORTH LINE OF SAID SECTION 2; THENCE NORTH 89° 03' 20" WEST, ALONG SAID NORTH LINE, TO A POINT FROM WIIICH THE NORTHWEST CORNER OF SAID SECTION BEARS NORTH 89° 03' 20" WEST, A DISTANCE OF 1,314.12 FEET; THENCE SOUTH 77° 19' 20" EAST, 269.06 FEET; THENCE SOUTH 15° 04' 10" WEST 311.46 FEET; THENCE SOUTH 88° 33' 10" WEST 198.77 FEET; THENCE NORTH 02° 41' 45" EAST 140.14 FEET; THENCE NORTH 72° 37' 15" WEST 373.20 FEET; THENCE SOUTH 57' 55' 05" WEST 320.85 FEET; THENCE SOUTH 73° 44' 00" WEST 208.18 FEET; THENCE SOUTH 17° 47' 50" WEST 250.67 FEET; THENCE NORTH 45° 27' 10" WEST 549.48 FEET, TO THE POINT OF 1BEGINNING; EXCEPT THAT PORTION THEREOF LYING WESTERLY OF THE EASTERLY MARGIN OF FRAGER ROAD; TOGETHER WITH THAT PORTION OF GOVERNMENT LOT 10 IN SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., LYING EASTERLY OF FRAGER ROAD, WESTERLY OF THE WESTERLY BANK OF THE GREEN RIVER, AND SOUTHERLY OF THE EASTERLY EXTENSION OF THE NORTH LINE OF THAT CERTAIN TRACT OF LAND CONVEYED TO JOSEPH GUNTER UNDER KING COUNTY RECORDING NO. 3526897; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF OPEN SPACE TRACT 2, AND A PORTION OF LOTS 13,14, 15, 16,17, 18 & 19 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 022204-9037: THAT PORTION OF GOVERNMENT LOTS 10 AND 11 IN SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: 27C101A (6/06) 3 ALTA Commitment-2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE_ ASSOCIATION File No.: 20368867-410-KA6 EXHIBIT A (Continued) BEGINNING ON THE NORTH LINE OF SAID SECTION, AT A POINT SOUTH 89° 03' 20" EAST, 1,314.12 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE SOUTH 77° 19' 20" EAST 269.06 FEET; THENCE SOUTH 15° 04' 10" WEST 311.46 FEET; THENCE SOUTH 88° 33' 10" WEST 198.77 FEET; THENCE NORTH 02° 41' 45" EAST 140.14 FEET; THENCE NORTH 72° 37' 15" WEST TO THE EAST LINE OF THE 40 FOOT COUNTY ROAD, AS ESTABLISHED AND USED ON APRIL 30,1951 `FRAGER ROAD'; THENCE NORTHERLY ALONG SAID EASTERLY ROAD LINE TO THE NORTH LINE OF SAID SECTION; THENCE EAST ALONG SAID NORTH SECTION LINE TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING SOUTHERLY AND EASTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING ON THE EASTERLY LINE OF SAID TRACT, AT A POINT 164.83 FEET SOUTHERLY OF THE NORTHEAST CORNER THEREOF; THENCE NORTH 74° 01' 20" WEST 96.81 FEET; THENCE NORTH 67° 09' 20" WEST 131.54 FEET; THENCE SOUTH 05° 44' 15" WEST 225.46 FEET TO THE SOUTHERLY LINE OF SAID TRACT AND THE TERMINUS OF SAID LINE; AND EXCEPT THAT PORTION, IF ANY, LYING WITHIN FRAGER ROAD; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOTS 16 & 17 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 022204-9040: THAT PORTION OF GOVERNMENT LOTS 10 AND 11 IN SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION, FROM WHICH POINT THE NORTHWEST CORNER THEREOF BEARS NORTH 89° 03' 20" WEST, A DISTANCE OF 1,314.12 FEET; THENCE SOUTH 77° 19' 20" EAST, 269.06 FEET; THENCE SOUTH 15° 04' 10" WEST, 164.83 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 15° 04' 10" WEST 146.63 FEET; THENCE SOUTH 88° 33' 10" WEST 198.77 FEET; THENCE NORTH 05° 44' 15" EAST 225.46 FEET; THENCE SOUTH 67° 09' 20" EAST, 131.54 FEET; THENCE SOUTH 74° 01' 20" EAST, 96.81 FEET TO THE TRUE POINT OF BEGINNING; EXCEPTING THEREFROM ANY PORTION OF FRAGER COUNTY ROAD, IF ANY, THAT LIES WITHIN THE LAND HEREINABOVE DESCRIBED; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE O1F WASHINGTON.. (BEING A PORTION OF LOTS 16 & 17 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 022204-9043: 27C 101 A (6/06) 4 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLF. ASSOCIATION File No.: 20368867-410-KA6 EXHIBIT A (Continued) PARCEL "D" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L16-0046, RECORDED UNDER RECORDING NO. 20161024900004. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3) AND A PORTION OF LOTS 16, 17, 18, 19, 38 AND 36, OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 022204-9057: PARCEL "E" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L16-0046, RECORDED UNDER RECORDING NO. 20161024900004. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE C)F WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3) AND A PORTION OF LOTS :19, 37 AND 47, OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 022204-9061: BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 89°16'32" WEST, ALONG THE EAST -WEST CENTERLINE OF SAID SECTION, 458.W FEET; THENCE NORTH 02°40'47" EAST 53.72 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 02°40'47" EAST 68.04 FEET; THENCE NORTH 20°24'53" EAST 88.72 FEET; THENCE NORTH 49°07'02" EAST 82.00 FEET TO AN INTERSECTION WITH THE SOUTHWESTERLY MARGIN OF FRAGER ROAD; THENCE SOUTH 40°52'58" EAST, ALONG SAID SOUTHWESTERLY :MARGIN, 117.97 FEET TO A POINT ON A CURVE FROM WHICH THE RADIAL CENTER BEARS SOUTH 49°07'02" WEST 798.51 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE CONCAVE TO THE SOUTHWEST 93.58 FEET TO A POINT ON A NON -TANGENT CURVE FROM WHICH THE RADIAL CENTER BEARS SOUTH 84°31'00" WEST 40.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE CONCAVE TO THE NORTHWEST, 67.17 FEET; THENCE NORTH 89°16'32" WEST 190.00 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THAT PORTION OF VACATED FRAGER ROAD LYING ADJACENT THEREON PER CITY OF TUKWILA ORDINANCE NO. 2239. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 4 (SAT4) OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 023900-0352: 27C 101 A (6/06) 5 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 EXHIBIT A (Continued) THAT PORTION OF GOVERNMENT LOT 6 IN SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., LYING EASTERLY OF ORILLIA ROAD SOUTH AS CONVEYED BY DEED RECORDED UNDER RECORDING NO. 6016781, AND NORTH OF SOUTH 200TH STREET; EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 98-2- 18787-5 KNT; (BEING ALSO KNOWN AS A PORTION OF LOTS 105 AND 106 IN ANGLE LAKE SHORE ACRES DIVISION 2 UNRECORDED); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOTS 35 AND 36 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 032204-9006: PARCEL "B" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L16-0046. RECORDED UNDER RECORDING NO. 20161024900004. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOTS 31, 33, 37 AND 47, AND ALL OF LOT 32 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 032204-9047: PARCEL "C" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L16-0046, RECORDED UNDER RECORDING NO. 20161024900004. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3) AND A PORTION OF LOT 37 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL: 032204-9052: THAT PORTION OF THE NORTH HALF OF THE SOUTHEAST VI OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W. M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT SOUTH 89° 11' 16" WEST 1,565.30 FEET AND SOUTH 01° 11' 00" EAST 385.52 FEET OF THE EAST QUARTER CORNER; THENCE NORTH 01° 11' 00" WEST 171.01 FEET; THENCE NORTH 10° 39' 06" EAST 137.87 FEET; THENCE NORTH 46° 52' 13" EAST 73.354 FEET; THENCE NORTH 89° 11' 06" EAST 144 FEET, MORE OR TESS, TO A POINT WHICH IS SOUTH 89° 11' 06" WEST 1,340.72 FEET AND SOUTH 01° 11' 00" EAST 30 FEET FROM EAST QUARTER CORNER; THENCE SOUTH 01° 11' 00" EAST 254 FEET; THENCE SOUTHWESTERLY 138 FEET TO A POINT 120 FEET EAST OF THE POINT OF BEGINNING; 27C 101 A (6/06) 6 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION A-, File No.: 20368867-410-KA6 EXHIBIT A (Continued) THENCE SOUTH 89° 11' 06" WEST 120 FEET TO THE POINT OF BEGINNING; EXCEPT PORTION FOR ORILLIA ROAD AND SOUTH 200TH STREET AS DEEDED, CONDEMNED, OR ESTABLISHED BY EASEMENT AS OF AUGUST 1, 1999; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOTS 27 AND 28 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 032204-9090: THE WEST 160 FEET OF THE EAST 709.5 FEET OF THE SOUTH 240FEET OF THE SOUTHEAST 'A OF THE NORTHEAST 'A OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M.; EXCEPT THE WEST 20 FEET THEREOF; AND EXCEPT ANY PORTION OF THE COUNTY ROAD, IF ANY, THAT LIES WITHIN TIIE LAND HEREINABOVE DESCRIBED; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF KENT FOR ROAD RIGHT-OF- WAYS BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 9705281237; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT 32 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 032204-9092: THAT PORTION OF THE SOUTHEAST 'A OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 3, TURNING THENCE SOUTH 89° 11' 06" WEST ALONG THE NORTH LINE OF THE SOUTHEAST 'A OF SAID SECTION 3, A DISTANCE OF 723.80 FEET; THENCE SOUTH 01° 11' 00" EAST 30 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01° 11' 00" EAST 300 FEET; THENCE SOUTH 89° 11' 06" WEST, PARALLEL WITH SAID NORTH :LINE, 220 FEET; THENCE NORTH 01° 11' 00" WEST 300 FEET TO THE SOUTH LINE OF THE NORTH 30 FEET OF SAID SOUTHEAST 'A; THENCE NORTH 89° 11' 06" EAST 220 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON.. (BEING A PORTION OF SENSITIVE AREA TRACT 5 (SATS) AND A PORTION OF LOT26 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 032204-9093: 27C 101 A (6/06) 7 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 EXHIBIT A (Continued) NEW PARCEL "B" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L16-0075 RECORDED UNDER RECORDING NO. 20170501900005. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 5 (SAT5) AND A PORTION OF LOTS 26, 27 AND 28 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 032204-9100: THE WEST 37 RODS (610.5 FEET) OF THE SOUTHEAST'/4 OF THE NORTHEAST' OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M.; EXCEPT THOSE PORTIONS THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEEDS RECORDED UNDER RECORDING NOS. 1168064, 2751663, AND 6016780; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO. 1, BY DEED RECORDED UNDER RECORDING NO. 5191889; AND EXCEPT THAT PORTION LYING NORTHWESTERLY OF 51ST PLACE SOUTH (ORILLIA ROAD SOUTH); AND EXCEPT THAT PORTION CONDEMNED BY THE CITY OF KENT, FOR RIGHT OF WAY IN KING COUNTY SUPERIOR COURT CAUSE NO. 98-2-18787-5 KNT; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOTS 29, 31, 32, 33, 34 AND 35, AND ALL OF LOT 30 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 262304-9065: THAT PORTION OF THE SOUTHEAST' OF THE SOUTHWEST'/ OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST',4 OF THE SOUTHWEST' OF SECTION 26; THENCE NORTH 87° 45' 57" WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST'/ OF THE SOUTHWEST' , A DISTANCE OF 481.05 FEET TO THE WESTERLY MARGIN OF SOUTHCENTER PARKWAY; THENCE CONTINUING NORTH 87° 45' 57" WEST ALONG SAID SOUTH LINE, A DISTANCE OF 680 FEET, MORE OR LESS, TO A POINT ON A LINE WHICH IS PARALLEL WITH AND 39.0 FEET NORTHWESTERLY OF THE CENTER LINE OF A 19 FOOT RAILROAD EASEMENT ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NO. 6643573 AND THE' TRUE POINT OF BEGINNING; THENCE NORTH 16° 18' 55" EAST ALONG SAID PARALLEL LINE 92 FEET, MORE OR LESS, TO THE CENTER LINE OF A 40 FOOT DRAINAGE EASEMENT GRANTED TO THE STATE OF WASHINGTON BY INSTRUMENT RECORDED UNDER RECORDING NO. 6233536; THENCE NORTH 50° 38' 32" WEST ALONG SAID DRAINAGE EASEMENT CENTER LINE 224 FEET, MORE OR LESS, TO THE WEST LINE OF THE SOUTHEAST' OF THE SOUTHWEST' OF SAID SECTION 26; 27C 101 A (6/06) 8 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the Amercan Land Title Association. AMERICAN LAND TITLE ASSOCIATION Fille No.: 20368867-410-KA6 EXHIBIT A (Continued) THENCE SOUTH 00° 56' 36" WEST ALONG SAID WEST LINE TO THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE EAST ALONG THE SOUTH LINE OF SAID SUBDIVISION TO THE TRUE POINT OF BEGINNING; TOGETHER WITH ALL RIGHTS IN THOSE CERTAIN 15 FOOT EASEMENTS RESERVED IN DOCUMENTS RECORDED UNDER RECORDING NOS. 7701050685 AND 7701050686; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 1 (SAT1) AND A :PORTION OF NON -BUILDABLE TRACT 1 (NBT1) OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9009: THAT PORTION OF THE NORTHEAST 'A OF THE NORTHWEST 'A OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST 'A OF THE NORTHWEST 'A; THENCE NORTH 87° 45' 57" WEST, ALONG THE NORTH LINE OF SAID NORTHEAST', OF THE NORTHWEST 'A, A DISTANCE OF 481.05 FEET TO THE WESTERLY MARGIN OF SOUTHCENTER PARKWAY AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 11° 59' 33" EAST, ALONG SAID WEST MARGIN, A DISTANCE OF 41.27 FEET; THENCE NORTH 87° 45' 57" WEST A DISTANCE OF 229.11 FEET; THENCE SOUTH 42° 30' 27" WEST A DISTANCE OF 695.97 FEET; THENCE SOUTH 52° 44' 03" EAST TO THE SOUTH LINE OF THE NORTHWEST 'A OF THE NORTHEAST 'A OF THE NORTHWEST 'A OF SAID SECTION 35; THENCE WESTERLY, ALONG SAID SOUTH LINE, TO THE EAST LANE OF THE NORTHWEST 'A OF THE NORTHWEST 'A OF SAID SECTION 35; THENCE NORTH 01° 49' 41" EAST, ALONG SAID EAST LINE, TO THE NORTHEAST CORNER OF SAID NORTHWEST 'A; THENCE SOUTH 87° 45' 57" EAST, ALONG THE NORTH LINE, OF SAID NORTHWEST 'A, A DISTANCE OF 831.10 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION OF SAID TRACT LYING WITHIN THE BOUNDARIES OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. BLA-8-79, RECORDED UNDER KING COUNTY RECORDING NO. 7908230752. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 1 (SAT1) AND A PORTION OF NON -BUILDABLE TRACT 1 (NBT1) OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9013: PARCEL "A" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L16•-00'70 RECORDED UNDER RECORDING NO. 20170605900032. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. 27C 101 A (6/06) 9 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA lioensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LANE) TITLE ASSOCIATION File No.: 20368867-410-KA6 EXHIBIT A (Continued) (BEING A PORTION OF SENSITIVE AREA TRACT 2 (SAT2), A PORTION OF RESERVE DRAINAGE TRACT 1 (RD1) AND A PORTION OF LOTS 40, 41 AND 42 OF THE PRELIMINARY PLAT OF TUKKWILA SOUTH) PARCEL 352304-9015: NEW PARCEL "A" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L15-0005 RECORDED UNDER RECORDING NO. 20150318900001; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 2 (SAT2), A PORTION OF LOTS 3, 4, :5, 6, 39, 40, 41 AND 42 AND ALL OF LOT 8 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9016: THAT PORTION OF THE SOUTHWEST'/ OF THE SOUTHWEST % OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 87° 59' 06" EAST ALONG THE SOUTH LINE THEREOF 507.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 87° 59' 06" EAST 328.00 FEET; THENCE NORTH 16° 56' 40" EAST 262.12 FEET; THENCE NORTH 47° 11' 37" WEST TO THE EASTERLY RIGHT-OF-WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1; THENCE SOUTHERLY ALONG SAID MARGIN TO A POINT AT ITS INTERSECTION WITH THE NORTHEASTERLY LINE OF THAT CERTAIN TRACT OF LAND PREVIOUSLY CONVEYED BY DEED RECORDED IN VOLUME 1522 OF DEEDS, PAGE 526, UNDER KING COUNTY RECORDING NO. 2722034; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID TRACT TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEDI[CATION OF RIGHT-OF-WAY DEED RECORDED UNDER RECORDING NO. 20150716000577, BEING A RE-RECORDING OF 20130916000016; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3), A PORTION OF LOT 46 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9017: THAT PORTION OF GOVERNMENT LOT 7, SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M., DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY MARGIN OF COUNTY ROAD IN GOVERNMENT LOT '7, IN SAID SECTION AT A POINT SOUTH 89° 03' 20" EAST 1,656.75 FEET AND NORTH 00° 56' 40" EAST 1,048.79 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST' OF SAID SECTION 35; THENCE SOUTH 08° 13' 05" EAST 36.70 FEET; THENCE SOUTH 19° 59' 25" WEST 520.10 FEET TO THE TRUE POINT OF BEGINNING; 27C 101 A (6/06) 10 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 EXHIBIT A (Continued) THENCE SOUTH 73° 05' 40" EAST 233.32 FEET; THENCE NORTH 16° 29' 55" EAST 374.00 FEET; THENCE NORTH 66° 02' 38" WEST 211.14 FEET TO A POINT WHICH BEARS NORTH 19° 59' 25" EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 19° 59' 25" WEST 420.10 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT 9 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9025: THAT PORTION OF THE NORTHWEST'h OF THE NORTHWEST'/ OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST' OF THE NORTHWEST' OF SAID SECTION 35; THENCE SOUTH 01° 49' 41" WEST, ALONG THE EAST LINE OF THE NORTHWEST % OF THE NORTHWEST' OF SAID SECTION 35, A DISTANCE OF 757.08 FEET TO THE NORTHERLY MARGIN OF SOUTH 178TH STREET (P.J. MUSIEL COUNTY ROAD); THENCE NORTH 65° 22' 03" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 240.64 FEET; THENCE NORTH 47° 46' 03" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 341.00 FEET TO THE EAST RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO. 1 (JUNCTION S.S.N. NO. 5A TO SOUTH 178TH STREET); THENCE NORTH 09° 32' 33" EAST, ALONG SAID EAST RIGHT-OF-WAY LINE, A DISTANCE OF 240.39 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 11,199.16 FEET, AN ARC DISTANCE OF 209.74 FEET, THROUGH A CENTRAL ANGLE OF 01° 04' 23", TO THE NORTH LINE OF THE NORTHWEST ' OF THE NORTHWEST'/ OF SAID SECTION 35; THENCE SOUTH 87° 45' 57" EAST, ALONG SAID NORTH LINE, A DISTANCE OF 419.14 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH THAT PORTION OF VACATED SOUTH 178TH STREET ADJOINING, PURSUANT TO ORDINANCE NO. 8238, RECORDED UNDER RECORDING NO. 20020322001963, WHICH UPON VACATION, ATTACHED TO SAID PROPERTY BY OPERATION OF LAW; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 1 (SAT1) AND A PORTION OF LOT 2 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9027: THE NORTH 25.25 FEET OF THAT PORTION OF THE NORTHEAST' OF THE NORTHWEST' OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST' OF THE NORTHWEST' ; THENCE NORTH 87° 45' 57" WEST, ALONG THE NORTH LINE OF SAID NORTHEAST' OF THE NORTHWEST % A DISTANCE OF 481.05 FEET, TO THE WESTERLY MARGIN OF THE SOUTHCENTER PARKWAY; THENCE SOUTH 11° 59' 33" EAST, ALONG SAID WESTERLY MARGIN, A DISTANCE OF 1,007.07 FEET; 27C 101 A (6/06) 11 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 EXHIBIT A (Continued) THENCE CONTINUING SOUTH 11° 59' 33" EAST, ALONG SAID MARGIN, A DISTANCE OF 94.05 FEET; THENCE SOUTH 78° 00' 27" WEST A DISTANCE OF 68.93 FEET TO AN ANGLE POINT ON THE OLD ALIGNMENT OF SOUTH 178TH STREET (FORMERLY KNOWN AS P.J. MUSIEL COUNTY ROAD); THENCE SOUTH 20° 03' 27" WEST, ALONG THE OLD CENTERLINE OF SAID STREET, A DISTANCE OF 221.29 FEET TO A LINE 30 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF SAID NORTHEAST'/ OF THE NORTHWEST'/4 BEING THE NORTHERLY MARGIN OF THE NEW ALIGNMENT OF SAID SOUTH 178TH STREET; THENCE NORTH 87° 50' 57" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 233.08 FEET TO A POINT OF CURVE; THENCE ALONG SAID NORTHERLY MARGIN ON A CURVE TO THE RIGHT, HAVING A RADIUS OF 113.24 FEET, AN ARC DISTANCE OF 169.17 FEET, THROUGH A CENTRAL ANGLE OF 85° 35' 34", TO A POINT OF REVERSE CURVE; THENCE ALONG SAID NORTHERLY MARGIN, ON A CURVE TO THE LEFT HAVING A RADIUS OF 268.74 FEET, AN ARC DISTANCE OF 29.43 FEET, THROUGH A CENTRAL ANGLE OF 06° 16' 32", TO THE OLD CENTERLINE OF SAID SOUTH 178TH STREET; THENCE NORTH 29° 42' 27" EAST, ALONG SAID OLD CENTERLINE, A DISTANCE OF 52.69 FEET TO AN ANGLE POINT; THENCE NORTH 55° 08' 33" WEST, ALONG SAID OLD CENTERLINE, A DISTANCE OF 64.04 FEET TO THE NORTHERLY MARGIN OF THE NEW ALIGNMENT OF SAID SOUTH 178TH STREET TO THE TRUE POINT OF BEGINNING, AND FROM WHICH SAID TRUE POINT OF BEGINNING, POINT "A" WHICH IS TO BE USED FOR LATER REFERENCE HEREIN, LIES NORTH 37° 55' 55" EAST, A DISTANCE OF 173.09 FEET; THENCE ALONG SAID NORTHERLY MARGIN ON A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS SOUTH 62° 56' 38" WEST, HAVING A RADIUS OF 268.74 FEET, AN ARC DISTANCE OF 157.50 FEET, THROUGH A CENTRAL ANGLE OF 33° 34' 48"; THENCE NORTH 60° 38' 10" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 204.96 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 508.59 FEET, AN ARC DISTANCE OF 25.52 FEET, THROUGH A CENTRAL ANGLE OF 02° 52' 29"; THENCE NORTH 63° 30' 39" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 290.59 FEET TO THE WEST LINE OF SAID NORTHEAST'/4 OF THE NORTHWEST'/; THENCE NORTH 01° 49' 41" EAST, ALONG SAID WEST LINE, TO THE SOUTH LINE OF THE NORTHWEST '/ OF THE NORTHEAST'/4 OF THE NORTHWEST % OF SAID SECTION 35; THENCE EASTERLY, ALONG SAID SOUTH LINE, TO INTERSECT A LINE WHICH BEARS NORTH 52° 44' 03" WEST FROM THE AFOREMENTIONED POINT "A"; THENCE SOUTH 52° 44' 03" EAST TO SAID POINT "A", WHICH POINT IS THE MOST SOUTHERLY CORNER OF A TRACT OF LAND CONVEYED TO AMERICAN NATIONAL INSURANCE BY DEED RECORDED OCTOBER 16, 1970 UNDER RECORDING NO. 6704630; THENCE SOUTH 37° 55' 55" WEST 173.09 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 1 (SAT]) OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9034: NEW PARCEL "B" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L17-0004 RECORDED UNDER RECORDING NO. 20170605900031. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. 27C 101 A (6/06) 12 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form its restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 EXHIBIT A (Continued) (BEING A PORTION OF SENSITIVE AREA TRACT 2 (SAT2), A PORTION OF NON -BUILDABLE TRACT 2 (NBT2), A PORTION OF RESERVE DRAINAGE TRACT 1 (RD1), AND A PORTION OF LOTS 40, 41 AND 42 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9036: NEW PARCEL "B" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L15-0005 RECORDED UNDER RECORDING NO. 20150318900001; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOTS 5, 6 & 7 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9038: PARCEL "D" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L15-005 RECORDED UNDER RECORDING NO. 20130227900005. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SAT1 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9041: THAT PORTION OF THE SOUTHWEST'/ OF THE SOUTHWEST'/4 AND OF GOVERNMENT LOT 7 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF THE COUNTY ROAD IN GOVERNMENT LOT 7 OF SAID SECTION, FROM WHICH POINT THE SOUTHWEST CORNER OF SAID SECTION .35, BEARS SOUTH 00° 56' 40" WEST 1,048.79 AND NORTH 89° 03' 20" WEST 1,656.75 FEET, MEASURED RESPECTIVELY AT RIGHT ANGLES TO AND ALONG THE SOUTH LINE OF SAID SECTION; THENCE SOUTH 08° 13' 05" EAST 36.70 FEET; THENCE SOUTH 19° 59' 25" WEST 520.10 FEET; THENCE SOUTH 73° 05' 40" EAST 233.32 FEET; THENCE NORTH 16° 29' 55" EAST 474.00 FEET; THENCE SOUTH 64° 17' 20" EAST 232 FEET, MORE OR LESS, TO THE BANK OF THE GREEN RIVER; THENCE SOUTHERLY AND EASTERLY, ALONG SAID RIVER BANK, TO THE SOUTH LINE OF SAID SECTION 30; THENCE NORTH 89° 03' 20" WEST ALONG SAID SOUTH LINE TO THE EASTERLY LINE OF SAID COUNTY ROAD; THENCE NORTHERLY FOLLOWING SAID ROAD LINE TO THE POINT OF BEGINNING; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 35; THENCE SOUTH 87° 58' 28" EAST 1,312.95 FEET, ALONG THE SOUTH LINE THEREOF, TO A POINT ON THE EASTERLY LINE OF FRAGER ROAD (40.00 FEET WIDE); THENCE NORTH 01° 54' 58" WEST 145.53 FEET ALONG SAID LINE; THENCE ALONG THE CENTERLINE OF A 20.00 FOOT WIDE EASEMENT FOR PURPOSES OF INGRESS AND EGRESS, THE FOLLOWING COURSES AND DISTANCES: 27C101A (6/06) 13 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCI1TION File No.: 20368867-410-KA6 EXHIBIT A (Continued) NORTH 88° 05' 02" EAST 131.00 FEET TO THE BEGINNING OF A 50.00 FOOT RADIUS CURVE TO THE LEFT; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 62° 10' 00" AND AN ARC LENGTH OF 54.25 FEET; THENCE NORTH 25° 55' 02" EAST 13.34 FEET TO THE BEGINNING OF A 50.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 83° 13' 26" AND AN ARC LENGTH OF 44.41 FEET; THENCE SOUTH 70° 51' 32" EAST 121.13 FEET TO THE END OF SAID EASEMENT; THENCE SOUTH 19° 08' 28" WEST 10.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE SOUTH 19° 08' 28" WEST 100.00 FEET; THENCE NORTH 70° 51' 32" WEST 100.00 FEET; THENCE NORTH 19° 08' 28" EAST 100.00 FEET; THENCE SOUTH 70° 51' 32" EAST 100.00 TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING ALL OF PRIVATE ROAD ACCESS TRACT 1, A PORTION OF LOTS 9, 13, 14,15 & 16, AND ALL OF LOTS 10, 11 & 12 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) TAX PARCEL 352304-9045: THAT PORTION OF THE SOUTHWEST'/a OF THE SOUTHWEST 'A OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHWEST'/. OF SAID SECTION 35; THENCE SOUTH 87° 59' 06" EAST, ALONG THE SOUTH LINE OF SAID SOUTHWEST 'A, 835.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 87° 59' 06" EAST, ALONG SAID SOUTH LINE, 438.99 FEET TO THE WESTERLY MARGIN OF MESS COUNTY ROAD NO. 76; THENCE NORTH 01° 53' 23" WEST, ALONG SAID MARGIN, 216.74 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 306.48 FEET, THROUGH A CENTRAL ANGLE OF 02° 52' 12", AN ARC DISTANCE OF 15.35 FEET TO A SURVEY MONUMENT ON THE SOUTH LINE OF THE NORTH 1,089.31 FEET OF SAID SOUTHWEST IA OF THE SOUTHWEST' OF SECTION 35; HENCE NORTH 87° 57' 17" WEST ON THE SOUTH LINE, 331.09 FEET, MORE OR LESS, TO A SURVEY MONUMENT; THENCE NORTH 47° 11' 37" WEST 32.95 FEET; THENCE SOUTH 16° 56' 40" WEST 262.12 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEDICATION OF RIGHT-OF-WAY DEED RECORDED UNDER RECORDING NO. 20121130002219; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3) AND A PORTION OF LOTS 16, 36 & 37 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) TAX PARCEL 352304-9049: 27C101A (6/06) 14 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 EXHIBIT A (Continued) THE NORTH 490 FEET OF THE EAST 100 FEET OF THAT PORTION OF THE SOUTHWEST'Y4 OF THE SOUTHWEST' OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH BOUNDARY LINE OF THE SOUTHWEST' OF THE SOUTHWEST' OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., FROM WHICH POINT THE SOUTHWEST CORNER OF SAID SECTION BEARS NORTH 89° 03' 20" WEST, A DISTANCE OF 507„00 FEET; THENCE ALONG SAID SOUTH LINE SOUTH 89° 03' 20" EAST TO THE WESTERLY LINE OF COUNTY ROAD; THENCE NORTHEASTERLY ALONG SAID WESTERLY LINE OF SAID COUNTY ROAD, TO ITS INTERSECTION WITH THE EAST LINE OF THE SOUTHWEST % OF THE SOUTHWEST % OF SECTION 35; THENCE NORTHERLY ALONG SAID EAST LINE TO THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE WESTERLY ALONG THE NORTH LINE THEREOF, 100.00 FEET; THENCE SOUTHERLY PARALLEL TO THE EAST LINE OF SAID SUBDIVISION 490.00 FEET; THENCE WESTERLY ALONG A LINE PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION, 1238.31 FEET, MORE OR LESS, TO THE WEST LINE OF SAID SUBDIVISION; THENCE SOUTHERLY ALONG SAID WEST LINE TO ITS INTERSECTION WITH THE NORTHEASTERLY LINE OF THE ORILLIA ROAD EXTENSION; THENCE SOUTHEASTERLY ALONG SAID NORTHEASTERLY LINE OF SAID ROAD TO ITS INTERSECTION WITH THE NORTHEASTERLY LINE OF THAT CERTAIN TRACT OF LAND HERETOFORE CONVEYED TO KING COUNTY BY DEED RECORDED IN VOLUME 1522 OF DEEDS, PAGE 526, RECORDS OF KING COUNTY, RECORDED UNDER RECORDING NO. 2722034; THENCE SOUTHEASTERLY ALONG SAID NORTHEASTERLY LINE TO AN ANGLE POINT HEREIN; THENCE CONTINUING SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID TRACT, 731.2 FEET TO THE PLACE OF BEGINNING; EXCEPT ANY PORTION THEREOF LYING WITHIN A TRACT OF LAND CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 3353356; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT 37 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) TAX PARCEL 352304-9050: THAT PORTION OF GOVERNMENT LOT 7 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING NORTHWESTERLY OF COUNTY ROAD KNOWN AS 57TH AVENUE SOUTH; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON PIPE SET AT THE INTERSECTION OF THE NORTH LINE OF SAID GOVERNMENT LOT 7, WITH THE WEST LINE OF SAID COUNTY ROAD; THENCE WEST ALONG THE SAID NORTH LINE, 210 FEET, MORE OR LESS, TO AN IRON PIPE AT THE FOOT OF THE HILL; THENCE SOUTHERLY ALONG THE FOOT OF THE HILL 259 FEET, MORE OR LESS, TO AN IRON PIPE SET IN THE WESTERLY LINE OF THE SAID COUNTY ROAD; THENCE NORTHWESTERLY 313 FEET, MORE OR LESS, ALONG SAID COUNTY ROAD, TO THE TRUE POINT OF BEGINNING; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEDICATION OF RIGHT-OF-WAY DEED RECORDED UNDER RECORDING NO.20121130002219; 27C101A (6/06) 15 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 EXHIBIT A (Continued) SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT 37 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) TAX PARCEL 352304-9051: THAT PORTION OF THE NORTHWEST' OF THE SOUTHWEST % OF SECTION 35., TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING EASTERLY OF THE ORILLIA ROAD EXTENSION, DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 35; THENCE SOUTH 87° 56' 00" EAST ALONG EAST AND WEST CENTER LINE 960 FEET; THENCE SOUTH 53° 24' 59" WEST 727.57 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 38° 42' 02" EAST 1144.63 FEET TO SOUTH LINE OF NORTHWEST % OF SOUTHWEST' ; THENCE SOUTH 87° 57' 00" EAST ALONG SAID SOUTH LINE 100 FEET TO SOUTHEAST CORNER SAID SUBDIVISION; THENCE NORTH 04° 04' 00" EAST ALONG EAST LINE TO A POINT BEARING SOUTH 85° 56' 00" EAST FROM BEGINNING; THENCE NORTH 85° 56' 00" WEST TO THE TRUE POINT OF BEGINNING; EXCEPT ANY PORTION LYING WITHIN THAT CERTAIN TRACT CONVEYED TO CHA.RLES C. STRONG AND OTHERS, DATED JULY 5, 1904, AND RECORDED UNDER RECORDING NO. 322573; AND EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SC# 590470 FOR PRIMARY STATE HIGHWAY NO. 1.; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 2 (SAT2) AND A PORTION OF LOT 37 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) TAX PARCEL 352304-9065: THAT PORTION OF THE SOUTHWEST % OF THE SOUTHWEST'/ OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT INTERSECTION OF EASTERLY MARGIN OF ORILLIA COUNTY ROAD EXTENSION WITH SOUTH LINE OF SUBDIVISION; THENCE SOUTH 87° 58' 28" EAST 165 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 87° 58' 28" EAST 80 FEET; THENCE NORTH 15° 00' 00" WEST TO NORTH LINE OF SOUTH 125 FEET OF SAID SUBiDIVISION; THENCE NORTH 87° 58' 28" WEST 80 FEET; THENCE SOUTH 15° 00' 00" EAST TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION LYING WITHIN PRIMARY STATE HIGHWAY NO. 1 (SR5) (SOUTH 188TH STREET INTERCHANGE); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT 38 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) 27C101A (6/06) 16 AL,TA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND_ TITLE ASSOCIATION EXHIBIT A (Continued) TAX PARCEL 352304-9066: File No.: 20368867-410-KA6 THAT PORTION OF THE SOUTHWEST'/< OF SOUTHWEST'/ OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT INTERSECTION OF EASTERLY MARGIN OF ORILLIA COUNTY ROAD EXTENSION WITH SOUTH LINE OF SUBDIVISION; THENCE EAST ALONG SOUTH LINE 245 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING EAST ALONG SOUTH LINE TO A POINT 507 FEET EASTERLY OF SOUTHWEST CORNER OF SECTION; THENCE NORTH 26° 48' 20" WEST TO NORTH LINE OF SOUTH 125 FEET OF SUBDIVISION; THENCE NORTH 87° 58' 28" WEST 86 FEET, MORE OR LESS; THENCE SOUTH 15° 00' 00" EAST TO BEGINNING; EXCEPT THAT PORTION LYING WITHIN PRIMARY STATE HIGHWAY NO. 1 (SR 5) (SOUTH 188TH STREET INTERCHANGE); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT 38 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) TAX PARCEL 352304-9068: THAT PORTION OF THE SOUTHWEST'/ OF THE SOUTHWEST' OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 04° 04' 20" WEST, ALONG THE EASTERLY LINE OF SAID SUBDIVISION, A DISTANCE OF 490 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 87° 57' 17" WEST, PARALLEL WITH THE NORTHERLY LINE OF SAID SUBDIVISION, A DISTANCE OF 843.32 FEET TO A POINT WHICH IS SOUTH 87° 57' 17" EAST 495 FEET FROM THE WESTERLY LINE OF SAID SUBDIVISION; THENCE SOUTH 282.00 FEET TO THE THREAD OF A CREEK FLOWING SOUTHEASTERLY; THENCE SOUTH 47° 11' 37" EAST 486.7 4 FEET TO A POINT ON THE THREAD OF SAID CREEK; THENCE SOUTH 87° 57' 17" EAST 338.76 FEET TO AN INTERSECTION WITH THE WESTERLY MARGIN OF MESS BROS. COUNTY ROAD NO. 76 (57TH AVENUE SOUTH) AS PRESENTLY LOCATED AND HAVING A TOTAL RIGHT OF WAY WIDTH OF 40 FEET; THENCE ALONG SAID ROAD MARGIN, ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 306.48 FEET, THE CENTER OF WHICH BEARS SOUTH 88° 40' 12" EAST, AN ARC DISTANCE OF 143.56 FEET; THENCE NORTH 28° 10' 08" EAST 191.48 FEET TO AN INTERSECTION OF SAID ROAD MARGIN WITH THE EASTERLY LINE OF SAID SUBDIVISION; THENCE NORTH 04° 04' 20" EAST 289.11 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING WITHIN PRIMARY STATE HIGHWAY NO. 1 AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 672088; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEDICATION OF RIGHT-OF-WAY DEED RECORDED UNDER RECORDING NO.201211[30002219; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON„ 27C101A (6/06) 17 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION -f& File No.: 20368867-410-KA6 EXHIBIT A (Continued) (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3) AND A (PORTION OF LOTS 37 AND 39 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) TAX PARCEL 352304-9078: THAT PORTION OF THE SOUTHWEST' OF THE SOUTHWEST Y4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 35; THENCE NORTH 05° 44' 13" EAST ALONG THE WESTERLY LIMIT OF SAID SECTION 833.82 FEET; THENCE SOUTH 87° 57' 17" EAST PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION 433.99 FEET TO THE EASTERLY RIGHT-OF-WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, SOUTH 188TH STREET INTERCHANGE, AND THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 87° 57' 17" EAST 61.01 FEET; THENCE SOUTH 228.89 FEET TO A POINT ON SAID RIGHT-OF-WAY MARGIN OPPOSITE ENGINEER'S STATION JR 36-00; THENCE SOUTH 82° 46' 30" WEST 59.85 FEET; THENCE NORTH 07° 13' 30" WEST 106.15 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 315 FEET, AN ARC :DISTANCE OF 134.83 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF, IF ANY, LYING WITHIN PRIMARY STATE HIGHWAY NO. 1 AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 672088; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3) AND A PORTION OF LOT 39OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9090: PARCEL "C" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L16-0070 RECORDED UNDER RECORDING NO. 20170605900032. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT 2 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9116: NEW PARCEL "A" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L15-0023 RECORDED UNDER RECORDING NO. 20150716900001; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON„ (BEING A PORTION OF LOTS 6 & 7 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9117: 27C101A (6/06) 18 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 EXHIBIT A (Continued) THAT PORTION OF THE SOUTHEAST'Y4 OF THE SOUTHWEST'/ OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 35;; THENCE SOUTH 87° 58' 28" EAST 1,312.95 FEET, ALONG THE SOUTH LINE THEREOF, TO A POINT ON THE EASTERLY LINE OF FRAGER ROAD (40.00 FEET WIDE); THENCE NORTH 01° 54' 58" WEST 145.53 FEET ALONG SAID LINE:; THENCE ALONG THE CENTERLINE OF A 20.00 FOOT WIDE EASEMENT FOR PURPOSES OF INGRESS AND EGRESS THE FOLLOWING COURSES AND DISTANCES; NORTH 88° 05' 02" EAST 131.00 FEET TO THE BEGINNING OF A 50.00 FOOT RADIUS CURVE TO THE LEFT; THENCE, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 62° 10' 00" AND AN ARC LENGTH OF 54.25 FEET; THENCE NORTH 25° 55' 02" EAST 13.34 FEET TO THE BEGINNING OF A 50.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 83° 13' 26" AN ARC LENGTH OF 44.41 FEET; THENCE SOUTH 70° 51' 32" EAST 121.13 FEET TO THE END OF SAID EASEMENT; THENCE SOUTH 19° 08' 28" WEST 10.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE SOUTH 19° 08' 28" WEST 100.00 FEET; THENCE NORTH 70° 51' 32" WEST 100.00 FEET; THENCE NORTH 19° 08' 28" EAST 100.00 FEET; THENCE SOUTH 70° 51' 32" EAST 100.00 FEET TO THE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT 16 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9118: PORTION OF NEW PARCEL "E" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L15- 0023 RECORDED UNDER RECORDING NO. 20150716900001; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOTS 3 AND 4 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) 27C101A (6/06) 19 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B - SECTION I REQUIREMENTS 1. INSTRUMENTS NECESSARY TO CREATE THE ESTATE OR INTEREST MUST BE PROPERLY EXECUTED, DELIVERED AND DULY FILED FOR THE RECORD. 2. PAYMENT TO OR FOR THE ACCOUNT OF THE GRANTORS OR MORTGAGORS OF THE FULL CONSIDERATION FOR THE ESTATE OR INTEREST TO BE INSURED. SCHEDULE B OF THIS POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING MATTERS UNLESS THE SAME ARE DISPOSED OF TO THE SATISFACTION OF THE COMPANY. GENERAL EXCEPTIONS A. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION, OR CLAIMING POSSESSION, NOT SHOWN BY THE PUBLIC RECORDS. B. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND. C. EASEMENTS, PRESCRIPTIVE RIGHTS, RIGHTS -OF -WAY, LIENS OR ENCUMBRANCES, OR CLAIMS THEREOF, NOT SHOWN BY THE PUBLIC RECORDS. D. ANY LIEN, OR RIGHT TO A LIEN, FOR CONTRIBUTIONS TO EMPLOYEE BENEFIT FUNDS, OR FOR THE STATE WORKERS' COMPENSATION, OR FOR SERVICES, LABOR, OR MATERIAL HERETOFORE OR HEREAFTER FURNISHED, ALL AS IMPOSED BY LAW, AND NOT SHOWN BY THE PUBLIC RECORDS. E. TAXES OR SPECIAL ASSESSMENTS WHICH ARE NOT YET PAYABLE OR WHICH ARE SHOWN AS EXISTING LIENS BY THE PUBLIC RECORDS. F. ANY LIEN FOR SERVICE, INSTALLATION, CONNECTION, MAINTENANCE, TAP, CAPACITY, OR CONSTRUCTION OR SIMILAR CHARGES FOR SEWER, WATER, ELECTRICITY, NATURAL GAS OR OTHER UTILITIES, OR FOR GARBAGE COLLECTION AND DISPOSAL NOT SHOWN BY THE PUBLIC RECORDS. G. UNPATENTED MINING CLAIMS, AND ALL RIGHTS RELATING THERETO. H. RESERVATIONS AND EXCEPTIONS IN UNITED STATES PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF. I. INDIAN TRIBAL CODES OR REGULATION, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENT OR EQUITABLE SERVITUDES. J. WATER RIGHTS, CLAIMS OR TITLE TO WATER. K. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, CREATED, FIRST APPEARING IN THE PUBLIC RECORDS, OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES OF RECORD FOR VALUE THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY TI-IIS COMMITMENT. 27C 101 BI (6/06) END OF SCHEDULE B - SECTION I 20 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B - SECTION II EXCEPTIONS SCHEDULE B OF THE POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING MATTERS UNLESS THE SAME ARE DISPOSED OF TO THE SATISFACTION OF THE COMPANY: 1. REAL ESTATE EXCISE TAX PURSUANT TO THE AUTHORITY OF RCW CHAPI ±R 82.45 AND SUBSEQUENT AMENDMENTS THERETO. AS OF THE DATE HEREIN, THE TAX RATE FOR SAID PROPERTY IS 1.78% . FOR ALL TRANSACTIONS RECORDED ON OR AFTER JULY 1., 2005: • A FEE OF $10.00 WILL BE CHARGED ON ALL EXEMPT TRANSACTIONS; • A FEE OF $5.00 WILL BE CHARGED ON ALL TAXABLE TRANSACTIONS IN ADDITION TO THE EXCISE TAX DUE; THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 022204-9008 (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3), AND A PORTION OF LOTS 16 & 36 OF SAID PRELIMINARY PLAT): 2. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 022204-9008 YEAR BILLED PAID BALANCE 2017 $10,628.06 $5,314.03 $5,314.03 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $5,314.03. LEVY CODE: 2443 ASSESSED VALUE LAND: $781,600.00 ASSESSED VALUE IMPROVEMENTS: $0.00 3. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT: BY: STATE OF WASHINGTON CAUSE NO.: 671435 AND 672088 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: STATE OF WASHINGTON PURPOSE: DRAINAGE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 5706242 SAID INSTRUMENT SUPERCEDES INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 5643148. 27C101BII (6/06) 21 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 5. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: APRIL 29, 1964 RECORDING NO.: 5729436 REGARDING: RELEASE OF DAMAGE 6. UNRECORDED EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY PURPOSE: ONE OR MORE ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AREA AFFECTED: A PORTION OF SAID PREMISES DISCLOSED BY: EASEMENT RECORDED UNDER RECORDING NO. 7905040718 AND BY THE PRELIMINARY PLAT OF TUKWILA SOUTH 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 5, 2011 RECORDING NO.: 20110805000050 AND AMENDMENT THERETO: RECORDED: MAY 11, 2012 RECORDING NO.: 20120511000340 8. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: QWEST CORPORATION, A COLORADO CORPORATION DBA CENTURYLINK QC PURPOSE: UNDERGROUND TELECOMMUNICATIONS FACILITIES AND ELECTRICAL FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: OCTOBER 2, 2014 RECORDING NO.: 20141002000498 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: ONE OR MORE UTILITY SYSTEMS FOR THE PURPOSE OF TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JANUARY 8, 2015 RECORDING NO.: 20150108000624 10. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000703 27C101BII (6/06) 22 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 022204-9011 (BEING TRACT SAT4, A PORTION OF OPEN SPACE TRACT 2, A PORTION OF LOTS 19, & 33, AND ALL OF LOTS 20 & 21 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 11. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 022204-9011 YEAR BILLED PAID BALANCE 2017 $75,315.29 $37,657.65 $37,657.64 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $37,657.64. LEVY CODE: 2443 ASSESSED VALUE LAND: $5,675,400.00 ASSESSED VALUE IMPROVEMENTS: $0.00 12. RIGHT OF THE STATE OF WASHINGTON IN AND TO THAT PORTION, IF ANY, OF THE LAND HEREIN DESCRIBED WHICH LIES BELOW THE LINE OF ORDINARY HIGH WATER OF GREEN RIVER. 13. ANY CHANGE IN THE BOUNDARY OR LEGAL DESCRIPTION OF THE LAND DESCRIBED HEREIN, DUE TO A SHIFT OR CHANGE IN THE COURSE OF GREEN RIVER. 14. RIGHTS AND EASEMENTS OF THE PUBLIC FOR COMMERCE, NAVIGATION, RECREATION AND FISHERIES. 15. ANY RESTRICTIONS ON THE USE OF THE LAND RESULTING FROM THE RIGHTS OF THE PUBLIC OR RIPARIAN OWNERS TO USE ANY PORTION WHICH IS NOW, OR HAS BEEN, COVERED BY WATER. 16. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: RIVER PROTECTION AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 6182821 ASSIGNMENT OF SAID EASEMENT TO KING COUNTY, THE CITY OF TUKWILA AND THE GREEN RIVER FLOOD CONTROL ZONE DISTRICT, AS TENANTS IN COMMON, RECORDED UNDER RECORDING NO. 9108210299. 17. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: FLOOD PROTECTION LEVEE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 9109051216 27C 101 BII (6/06) 23 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 18. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: FLOOD PROTECTION LEVEE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 9109051217 19. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: FLOODWAY IMPROVEMENTS AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 9705281239 20. RESTRICTIVE COVENANT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: JUNE 3, 2011 RECORDING NO.: 20110603000425 21. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 5, 2011 RECORDING NO.: 20110805000050 AND AMENDMENT THERETO: RECORDED: MAY 11, 2012 RECORDING NO.: 20120511000340 22. RECORDED EASEMENT ESTABLISHED IN KING COUNTY SUPERIOR COURT AND THE TERMS AND CONDITIONS THEREOF: IN FAVOR OF: PUGET SOUND ENERGY, INC. PURPOSE: ONE OR MORE UTILITY SYSTEMS FOR THE PURPOSE OF TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES CAUSE NO.: 12-2-24254-2 KNT RECORDED: MARCH 12, 2013 RECORDING NO.: 20130312000589 23. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: QWEST CORPORATION, A COLORADO CORPORATION DBA. CENTURYLINK QC PURPOSE: UNDERGROUND TELECOMMUNICATIONS FACILITIES AND ELECTRICAL FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: OCTOBER 2, 2014 RECORDING NO.: 20141002000498 27C101BII (6/06) 24 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. 1111 AMERICAN LAND E ASSOCIATIONTITL File No.: 20368867-410-KA6 SCHEDULE B — Section :[I (Continued) 24. EASEMENT FOR UNDERGROUND COMMUNICATIONS FACILITIES AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: COMCAST OF WASHINGTON IV, INC. AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: NOVEMBER 21, 2014 RECORDING NO.: 20141121001572 25. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF TUKWILA PURPOSE: FLOOD PROTECTION AND ACCESS AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JUNE 16, 2015 RECORDING NO.: 20150616000300 26. TRAIL EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF TUKWILA PURPOSE: PUBLIC BIKE AND PEDESTRIAN PATH AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JULY 16, 2015 RECORDING NO.: 20150716000578 27. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000704 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO.022204.9015 (BEING ALL OF OPEN SPACE TRACT 1, ALL OF RESERVE DRAINAGE TRACT 2, ALL OF PRIVATE ROAD ACCESS TRACT 2, A PORTION OF LOT 26, AND ALL OF LOTS 22, 23, 24 & 25 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 28. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 022204-9015 YEAR BILLED PAID BALANCE 2017 $122,320.39 $61,160.20 $61,160.19 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $61,160.19. LEVY CODE: 2443 ASSESSED VALUE LAND: $9,187.200.00 ASSESSED VALUE IMPROVEMENTS: $0.00 27C101BII (6/06) 25 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section ][I (Continued) 29. RIGHT OF THE STATE OF WASHINGTON IN AND TO THAT PORTION, IF ANY, OF THE LAND HEREIN DESCRIBED WHICH LIES BELOW THE LINE OF ORDINARY HIGH WATER OF GREEN RIVER. 30. ANY CHANGE IN THE BOUNDARY OR LEGAL DESCRIPTION OF THE LAND DESCRIBED HEREIN, DUE TO A SHIFT OR CHANGE IN THE COURSE OF GREEN RIVER. 31. RIGHTS AND EASEMENTS OF THE PUBLIC FOR COMMERCE., NAVIGATION, RECREATION AND FISHERIES. 32. ANY RESTRICTIONS ON THE USE OF THE LAND RESULTING FROM THE RIGHTS OF THE PUBLIC OR RIPARIAN OWNERS TO USE ANY PORTION WHICH IS NOW, OR HAS BEEN, COVERED BY WATER. 33. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: THE COUNTY OF KING PURPOSE: THE RIGHT TO CONSTRUCT AND MAINTAIN A RIP -RAP BANK PROTECTION AND REMOVE DEBRIS ALONG THE LEFT BANK OF GREEN RIVER AREA AFFECTED: THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED RECORDED: NOVEMBER 8, 1961 RECORDING NO.: 5350955 34. RESERVATIONS CONTAINED IN DEED RECORDED UNDER RECORDING NO. 8510110360. 35. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: PUBLIC RIGHT-OF-WAY CUL-DE-SAC TERMINATION OF FRAGER ROAD AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 9705231406 36. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: FLOODWAY IMPROVEMENTS AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 9705231407 37. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: UTILITY SYSTEMS AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 05, 2011 RECORDING NO.: 20110805000050 AND AMENDMENT THERETO: RECORDED: MAY 11, 2012 RECORDING NO.: 20120511000340 27C 101 BII (6/06) 26 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 38. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: ONE OR MORE UTILITY SYSTEMS FOR THE PURPOSE OF TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 1, 2012 RECORDING NO.: 20120801001114 39. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY BOUNDARY LINE ADJUSTMENT NO. L12-011, RECORDED UNDER RECORDING NO. 20130108900003. 40. ANY POSSIBLE STRIPS, GAPS OR GORES, ARISING FROM THE LEGAL DESCRIPTION SHOWN ON SCHEDULE "A" HEREIN. 41. STORM DRAINAGE FACILITY EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF TUKWILA AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: MAY 30, 2014 RECORDING NO.: 20140530000825 42. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: QWEST CORPORATION, A COLORADO CORPORATION DBA CENTURYLINK QC PURPOSE: UNDERGROUND TELECOMMUNICATIONS FACILITIES AND ELECTRICAL FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: OCTOBER 2, 2014 RECORDING NO.: 20141002000498 43. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF TUKWILA PURPOSE: FLOOD PROTECTION AND ACCESS AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JUNE 16, 2015 RECORDING NO.: 20150616000300 44. TRAIL EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF TUKWILA PURPOSE: PUBLIC BIKE AND PEDESTRIAN PATH AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JULY 16, 2015 RECORDING NO.: 20150716000578 27C 101 BII (6/06) 27 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 45. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000705 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 022204-9033 (BEING A PORTION OF OPEN SPACE TRACT 2, AND A PORTION OF LOTS 13,14, 15, 16,17, 18 & 19 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 46. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 022204-9033 YEAR BILLED PAID BALANCE 2017 $46,528.73 $23,264.37 $23,264.36 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $23,264.36. LEVY CODE: 2443 ASSESSED VALUE LAND: $3,529,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 47. RIGHT OF THE STATE OF WASHINGTON IN AND TO THAT PORTION, IF ANY, OF THE LAND HEREIN DESCRIBED WHICH LIES BELOW THE LINE OF ORDINARY HIGH WATER OF GREEN RIVER. 48. ANY CHANGE IN THE BOUNDARY OR LEGAL DESCRIPTION OF THE LAND DESCRIBED HEREIN, DUE TO A SHIFT OR CHANGE IN THE COURSE OF GREEN RIVER. 49. RIGHTS AND EASEMENTS OF THE PUBLIC FOR COMMERCE, NAVIGATION, RECREATION AND FISHERIES. 50. ANY RESTRICTIONS ON THE USE OF THE LAND RESULTING FROM THE RIGHTS OF THE PUBLIC OR RIPARIAN OWNERS TO USE ANY PORTION WHICH IS NOW, OR HAS BEEN, COVERED BY WATER. 51. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: REGARDING: RIGHT TO DIVERT WATER AND RELEASE OF DAMAGES RECORDED: DECEMBER 3, 1902 RECORDING NO.: 248290 52. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: STATE OF WASHINGTON PURPOSE: DRAINAGE SYSTEM AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: APRIL 29, 1964 RECORDING NO.: 5729437 27C101BII (6/06) 28 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 53. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: KING COUNTY PURPOSE: RIVER PROTECTION AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: MAY 31, 1967 RECORDING NO.: 6182821 ASSIGNMENT OF SAID EASEMENT RECORDED UNDER RECORDING NO. 9108210299. 54. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: FLOOD PROTECTION LEVEE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 9109051217 55. THE EFFECT ON THE TITLE AND THE DESCRIPTION OF THE LAND DUE TO THE LOCATION OF "WESTERLY BANK OF THE GREEN RIVER" CONTAINED IN THE LEGAL DESCRIPTION IN SCHEDULE A. 56. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF TUKWILA PURPOSE: FLOOD PROTECTION AND ACCESS AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JUNE 16, 2015 RECORDING NO.: 20150616000300 57. TRAIL EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF TUKWILA PURPOSE: PUBLIC BIKE AND PEDESTRIAN PATH AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JULY 16, 2015 RECORDING NO.: 20150716000578 58. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000706 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 0222049037 (BEING A PORTION OF LOTS 16 & 17 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 27C101BII (6/06) 29 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 59. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 022204-9037 YEAR BILLED PAID BALANCE 2017 $4,479.07 $2,239.54 $2,239.53 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $2,239.53. LEVY CODE: 2443 ASSESSED VALUE LAND: $338,600.00 ASSESSED VALUE IMPROVEMENTS: $0.00 60. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: REGARDING: RELEASE OF DAMAGE RECORDED: DECEMBER 03, 1902 RECORDING NO.: 248290 61. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000707 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO.022204-9040 (BEING A PORTION OF LOTS 16 & 17 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 62. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 022204-9040 YEAR BILLED PAID BALANCE 2017 $4,434.43 $2,217.22 $2,21721 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $2,21721. LEVY CODE: 2443 ASSESSED VALUE LAND: $335,600.00 ASSESSED VALUE IMPROVEMENTS: $0.00 63. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: REGARDING: RELEASE OF DAMAGES RECORDED: DECEMBER 03, 1902 RECORDING NO.: 248290, VOLUME 325 OF DEEDS, PAGE 613 27C101BII (6/06) 30 ALTA Commitment-2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section ]1I (Continued) 64. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: STATE OF WASHINGTON PURPOSE: DRAINAGE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 5706242 SAID INSTRUMENT SUPERCEDES INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 5643148. 65. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: STATE OF WASHINGTON PURPOSE: DRAINAGE SYSTEM AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 5729437 66. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: THE GREEN RIVER FLOOD CONTROL ZONE DISTRICT AND THE CITY OF TACOMA PURPOSE: CONSTRUCT, MAINTAIN, REPAIR, OPERATE, PATROL AND REPLACE A FLOOD PROTECTION LEVEE, INCLUDING ALL APPURTENANCES THERETO AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: SEPTEMBER 05, 1991 RECORDING NO.: 9109051217 67. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: THE GREEN RIVER FLOOD CONTROL ZONE DISTRICT AND THE CITY OF TACOMA PURPOSE: CONSTRUCT, MAINTAIN, REPAIR, OPERATE, PATROL AND REPLACE A FLOOD PROTECTION LEVEE, INCLUDING ALL APPURTENANCES THERETO AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: SEPTEMBER 05, 1991 RECORDING NO.: 9109051218 68. LACK OF A RECORDED EASEMENT PROVIDING ACCESS TO THE LANDS HEREIN DESCRIBED FROM ANY PUBLIC ROAD. 69. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000708 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 022204-9043 (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3) AND A PORTION OF LOTS 16,17.,18, 19, 38 AND 36, OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 27C101BII (6/06) 31 ALTA Commitment-2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 70. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 022204-9043 YEAR BILLED PAID BALANCE 2017 $91,989.16 $45,994.58 $45,994.58', TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $45,994.58. LEVY CODE: 2443 ASSESSED VALUE LAND: $6,976,900.00 ASSESSED VALUE IMPROVEMENTS: $0.00 71. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: STATE OF WASHINGTON PURPOSE: DRAINAGE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 5706242 SAID INSTRUMENT SUPERCEDES INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 5643148. 72. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: REGARDING: RELEASE OF DAMAGE RECORDED: APRIL 29, 1964 RECORDING NO.: 5729436 73. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT: BY: STATE OF WASHINGTON CAUSE NO.: 672088 74. DEVELOPMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: JUNE 17, 2009 RECORDING NO.: 20090617000114 75. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: UNDERGROUND UTILITY FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 05, 2011 RECORDING NO.: 20110805000050 AND AMENDMENT THERETO: RECORDED: MAY 11, 2012 RECORDING NO.: 20120511000340 27C 101 BII (6/06) 32 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 76. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: QWEST CORPORATION, A COLORADO CORPORATION DBA CENTURYLINK QC PURPOSE: UNDERGROUND TELECOMMUNICATIONS FACILITIES AND ELECTRICAL FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: OCTOBER 2, 2014 RECORDING NO.: 20141002000498 77. EASEMENT FOR UNDERGROUND COMMUNICATIONS FACILITIES AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: COMCAST OF WASHINGTON IV, INC. AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: NOVEMBER 21, 2014 RECORDING NO.: 20141121001572 78. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000709 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 022204.9057 (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3) AND A PORTION OF LOTS 19, 37 AND 47, OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 79. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 022204-9057 YEAR BILLED PAID BALANCE 2017 $ 27.18 $27.18 $0.00 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $0.00. LEVY CODE: 2443 ASSESSED VALUE LAND: $1,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 80. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: REGARDING: RELEASE OF DAMAGE RECORDED: DECEMBER 3, 1902 RECORDING NO.: 248290 THE INTEREST OF WHITE RIVER POWER COMPANY IS NOW HELD OF RECORD BY PACIFIC COAST POWER COMPANY BY INSTRUMENTS RECORDED UNDER KING COUNTY RECORDING NOS. 387234 AND 530192. 27C 101 B11(6/06) 33 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form i:; restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. 111.1111111.1 AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section l[I (Continued) 81. RESERVATIONS, AGREEMENTS AND CONDITIONS CONTAINED IN DEED RECORDED UNDER RECORDING NO. 3924352, AS FOLLOWS: A) RESERVATION OF THE RIGHT OF GRANTORS AND OTHER PERSONS HAVING RELATIVES BURIED IN THE CEMETERY ON THE PROMISE TO PASS TO AND FROM SAID CEMETERY OVER THE LANDS HEREBY CONVEYED B) GRANTEE, HIS HEIRS AND ASSIGNS AGREE TO KEEP SAID CEMETERY FENCES SO AS TO KEEP CATTLE AND LIVESTOCK OFF SAID CEMETERY (SAID RESERVATIONS AFFECT LAND DESCRIBED IN DEED RECORDED UNDER RECORDING NO. 6246552.) 82. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: REGARDING: RELEASE OF DAMAGES RECORDED: APRIL 24, 1964 RECORDING NO.: 5729436 83. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE SYSTEM AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 7905040718 84. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: RIGHT TO ENTER AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 9109051216 85. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT: BY: STATE OF WASHINGTON CAUSE NO.: 672088 86. UTILITY EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: HIGHLINE WATER DISTRICT PURPOSE: A WATER PIPELINE AND APPURTENANCES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: FEBRUARY 26, 2013 RECORDING NO.: 20130226001727 27C 101 BI1(6/06) 34 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 87. RECORDED EASEMENT ESTABLISHED IN KING COUNTY SUPERIOR COURT AND THE TERMS AND CONDITIONS THEREOF: IN FAVOR OF: PUGET SOUND ENERGY, INC. PURPOSE: ONE OR MORE UTILITY SYSTEMS FOR THE PURPOSE OF TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES CAUSE NO.: 12-2-24254-2 KNT RECORDED: MARCH 12, 2013 RECORDING NO.: 20130312000589 88. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000710 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 022204-9061 (BEING A PORTION OF SENSITIVE AREA TRACT 4 (SAT4) OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 89. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 022204-9061 YEAR BILLED PAID BALANCE 2017 $ 24.39 $24.39 $0.00 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $0.00. LEVY CODE: 2443 ASSESSED VALUE LAND: $1,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 90. RIGHT OF THE STATE OF WASHINGTON IN AND TO THAT PORTION, IF ANY, OF THE LAND HEREIN DESCRIBED WHICH LIES BELOW THE LINE OF ORDINARY HIGH WATER. OF GREEN RIVER. 91. ANY CHANGE IN THE BOUNDARY OR LEGAL DESCRIPTION OF THE LAND DESCRIBED HEREIN, DUE TO A SHIFT OR CHANGE IN THE COURSE OF GREEN RIVER. 92. RIGHTS AND EASEMENTS OF THE PUBLIC FOR COMMERCE, NAVIGATION, RECREATION AND FISHERIES. 93. ANY RESTRICTIONS ON THE USE OF THE LAND RESULTING FROM THE RIGHTS OF THE PUBLIC OR RIPARIAN OWNERS TO USE ANY PORTION WHICH IS NOW, OR HAS BEEN, COVERED BY WATER. 27C101BII (6/06) 35 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section :[I (Continued) 94. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: RIVER PROTECTION AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 6182821 ASSIGNMENT OF SAID EASEMENT TO KING COUNTY, THE CITY OF TUKWILA AND THE GREEN RIVER FLOOD CONTROL ZONE DISTRICT, AS TENANTS IN COMMON, RECORDED UNDER RECORDING NO. 9108210299. 95. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: FLOOD PROTECTION LEVEE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 9109051216 96. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: FLOOD PROTECTION LEVEE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 9109051217 97. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: FLOODWAY IMPROVEMENTS AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 9705281239 98. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 5, 2011 RECORDING NO.: 20110805000050 AND AMENDMENT THERETO: RECORDED: MAY 11, 2012 RECORDING NO.: 20120511000340 99. INTENTIONALLY DELETED. 100. RECORDED EASEMENT ESTABLISHED IN KING COUNTY SUPERIOR COURT AND THE TERMS AND CONDITIONS THEREOF: IN FAVOR OF: PUGET SOUND ENERGY, INC. PURPOSE: ONE OR MORE UTILITY SYSTEMS FOR THE PURPOSE OF TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES CAUSE NO.: 12-2-24254-2 KNT RECORDED: MARCH 12, 2013 RECORDING NO.: 20130312000589 27C 101 BII (6/06) 36 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 101. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: QWEST CORPORATION, A COLORADO CORPORATION DBA CENTURYLINK QC PURPOSE: UNDERGROUND TELECOMMUNICATIONS FACILITIES AND ELECTRICAL FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: OCTOBER 2, 2014 RECORDING NO.: 20141002000498 102. INTENTIONALLY DELETED. 103. EASEMENT FOR UNDERGROUND COMMUNICATIONS FACILITIES AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: COMCAST OF WASHINGTON IV, INC. AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: NOVEMBER 21, 2014 RECORDING NO.: 20141121001572 104. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF TUKWILA PURPOSE: FLOOD PROTECTION AND ACCESS AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JUNE 16, 2015 RECORDING NO.: 20150616000300 105. TRAIL EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF TUKWILA PURPOSE: PUBLIC BIKE AND PEDESTRIAN PATH AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JULY 16, 2015 RECORDING NO.: 20150716000578 106. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000704 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 023900-0352 (BEING ALSO KNOWN AS A PORTION OF LOTS 105 AND 106 IN ANGLE LAKE SHORE ACRES DIVISION 2 UNRECORDED): 27C101BII (6/06) 37 ALTA Commitment-2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 107. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 023900-0352 YEAR BILLED PAID BALANCE 2017 $8,047.40 $4,023.70 $4,023.70 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $4,023.70, LEVY CODE: 2443 ASSESSED VALUE LAND: $609,300.00 ASSESSED VALUE IMPROVEMENTS: $0.00 108. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON THE LAND HEREIN DESCRIBED AS GRANTED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 6016781. 109. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: DECEMBER 13, 1999 RECORDING NO.: 19991213000323 110. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON THE LAND HEREIN DESCRIBED AS CONDEMNED BY THE CITY OF KENT, IN KING COUNTY SUPERIOR COURT CAUSE NO. 98-2-18787-5 KNT. THE RIGHTS OF THE CITY OF KENT WERE TRANSFERRED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 20030207000007. 111. RESTRICTIVE COVENANT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: JUNE 22, 2006 RECORDING NO.: 20060622001155 REGARDING: HAZARDOUS SUBSTANCES 112. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000813 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO.032204.9006 (BEING A PORTION OF LOTS 31, 33, 37 AND 47, AND ALL OF LOT 32 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 27C101B11 (6/06) 38 AL,TA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 113. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 032204-9006 YEAR BILLED PAID BALANCE 2017 $74,413.13 $37,206.57 $37,206.56 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $37,206.56. LEVY CODE: 2443 ASSESSED VALUE LAND: $5,625,800.00 ASSESSED VALUE IMPROVEMENTS: $0.00 114. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: REGARDING: RELEASE OF DAMAGE RECORDED: DECEMBER 5, 1902 RECORDING NO.: 248290 THE INTEREST OF WHITE RIVER POWER COMPANY IS NOW HELD OF RECORD BY PACIFIC COAST POWER COMPANY BY INSTRUMENTS RECORDED UNDER RECORDING NOS. 387234 AND 530192. 115. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: FLOOD PROTECTION LEVEE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 9109051216 116. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: UNDERGROUND UTILITY FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 05, 2011 RECORDING NO.: 20110805000050 AND AMENDMENT THERETO: RECORDED: MAY 11, 2012 RECORDING NO.: 20120511000340 117. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: QWEST CORPORATION, A COLORADO CORPORATION DBA. CENTURYLINK QC PURPOSE: UNDERGROUND TELECOMMUNICATIONS FACILITIES AND ELECTRICAL FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: OCTOBER 2, 2014 RECORDING NO.: 20141002000498 27C 101 BII (6/06) 39 AL,TA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAN!) T_ITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 118. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000814 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 032204-9047 (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3) AND A PORTION OF LOT 37 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 119. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 032204-9047 YEAR BILLED PAID 2017 $41,556.03 $20,778.02 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: LEVY CODE: ASSESSED VALUE LAND: ASSESSED VALUE IMPROVEMENTS: 2443 $3,151,800.00 $0.00 BALANCE $20,778.01 $20,778.01. 120. RELINQUISHMENT OF ALL EASEMENTS EXISTING, FUTURE OR POTENTIAL, FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON LAND CONVEYED BY DEED: TO: DATED: RECORDED: RECORDING NO.: STATE OF WASHINGTON MAY 9, 1960 JUNE 20, 1960 5173316 121. RELINQUISHMENT OF ALL EASEMENTS EXISTING, FUTURE OR POTENTIAL, FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON LAND CONVEYED BY DEED. TO: DATED: RECORDED: RECORDING NO.: STATE OF WASHINGTON APRIL 5, 1966 APRIL 12, 1966 6013508 122. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON THE LAND HEREIN DESCRIBED AS GRANTED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 6013508. 27C101BII (6/06) 40 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMERICAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE Title Association. ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 123. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS ANI) REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT. BY: STATE OF WASHINGTON CAUSE NO.: 672088 124. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000815 125. 34INTENTIONALLY DELETED. 126. INTENTIONALLY DELETED. 127. INTENTIONALLY DELETED. 128. INTENTIONALLY DELETED. 129. INTENTIONALLY DELETED. 130. INTENTIONALLY DELETED. 131. INTENTIONALLY DELETED. THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO.032204.•9052 (BEING A PORTION OF LOTS 27 AND 28 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 132. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 032204-9052 YEAR BILLED PAID BALANCE 2017 $2,307.41 $1,153.71 $1,153.70 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $1,153.70. LEVY CODE: 2443 ASSESSED VALUE LAND: $172,200.00 ASSESSED VALUE IMPROVEMENTS: $0.00 27C101BII (6/06) 41 ALTA Commitment-2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 133. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000817 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 032204-9056 (BEING A PORTION OF SENSITIVE AREA TRACT 5 (SAT5) AND A PORTION OF LOT 27 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 134. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 032204-9056 YEAR BILLED PAID BALANCE 2017 $2,167.88 $1,083.94 $1,083..94 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $1,083 94. LEVY CODE: 2443 ASSESSED VALUE LAND: $160,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 135. DECLARATION OF NATIVE GROWTH PROTECTION AREA RESTRICTIVE COVENANT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: JANUARY 4, 2013 RECORDING NO.: 20130104000276 136. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000818 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO.0322049090 (BEING A PORTION OF LOT 32 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 27C101B11 (6/06) 42 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAN I) TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 137. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY., AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 032204-9090 YEAR BILLED PAID BALANCE 2017 $2,500.13 $1,250.07 $1,250.06 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $1,250.06,. LEVY CODE: 2443 ASSESSED VALUE LAND: $187,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 138. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: THE CITY OF TUKWILA, A MUNICIPAL CORPORATION PURPOSE: CONSTRUCT, MAINTAIN, REPAIR., OPERATE, PATROL AND REPLACE A FLOOD PROTECTION LEVEE, INCLUDING ALL APPURTENANCES THERETO AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 9109051216 139. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: KING COUNTY, WASHINGTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE GREEN RIVER FLOOD CONTROL ZONE DISTRICT, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, AND THE CITY OF TUKWILA, WASHINGTON, A MUNICIPAL CORPORATION PURPOSE: CONSTRUCT, MAINTAIN, REPAIR, OPERATE, PATROL AND REPLACE A FLOOD PROTECTION LEVEE, INCLUDING ALL APPURTENANCES THERETO AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: SEPTEMBER 05, 1991 RECORDING NO.: 9109051217 140. RELINQUISHMENT OF ALL EASEMENTS EXISTING, FUTURE OR POTENTIAL, FOR. ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON LAND CONVEYED BY DEED: TO: STATE OF WASHINGTON RECORDING NO.: 5173316 27C101BI1(6/06) 43 ALTA Commitment-2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAN!) TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 141. RELINQUISHMENT OF ALL EASEMENTS EXISTING, FUTURE OR POTENTIAL, FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON LAND CONVEYED BY DEED: TO: STATE OF WASHINGTON RECORDING NO.: 6013508 ALSO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON THE LAND HEREIN DESCRIBED. 142. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT: BY: STATE OF WASHINGTON CAUSE NO.: SCC 672088 143. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000820 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 032204-9092 (BEING A PORTION OF SENSITIVE AREA TRACT 5 (SATS) AND A PORTION OF LOT 26 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 144. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 032204-9092 YEAR 2017 BILLED $1,892.56 PAID $946.28 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: LEVY CODE: 2443 ASSESSED VALUE LAND: $139,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 BALANCE $946.28 $946.28. 145. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000821 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 032204-9093 (BEING A PORTION OF SENSITIVE AREA TRACT 5 (SATS) AND A PORTION OF LOTS 26, 27 AND 28 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 27C101BII (6/06) 44 ALTA Commitment— 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. 1111.11.1111111 AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 146. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 032204-9093 YEAR BILLED PAID BALANCE 2017 $3,381.01 $1,690.51 $1,690.50 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $1,690.50. LEVY CODE: 2443 ASSESSED VALUE LAND: $214,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 147. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES SYSTEM AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 5, 1983 RECORDING NO.: 8308050923 148. SENSITIVE AREA NOTICE IMPOSED BY INSTRUMENT RECORDED ON APRIL 1, 1994, UNDER RECORDING NO. 9404010495. 149. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: JANUARY 18, 2002 RECORDING NO.: 20020118000648 REGARDING: SENSITIVE AREA RESTORATION 150. RESTRICTIVE COVENANT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: JUNE 03, 2011 RECORDING NO.: 20110603000425 151. THE EFFECT ON THE TITLE AND THE DESCRIPTION OF THE LAND DUE TO THE LOCATION OF "DITCH" CONTAINED IN THE LEGAL DESCRIPTION IN SCHEDULE A. 152. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000822 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO.032204•-9100 (BEING A PORTION OF LOTS 29, 31, 32, 33, 34 AND 35, AND ALL OF LOT 30 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 27C101BII (6/06) 45 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form its restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 153. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 032204-9100 YEAR BILLED PAID BALANCE 2017 $61,097.89 $30,548.95 $30,548.94 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $30,548.94. LEVY CODE: 2443 ASSESSED VALUE LAND: $4,634,400.00 ASSESSED VALUE IMPROVEMENTS: $0.00 154. RELINQUISHMENT OF ALL EASEMENTS EXISTING, FUTURE OR POTENTIAL, FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON LAND CONVEYED BY DEED: TO: STATE OF WASHINGTON DATED: JULY 13, 1960 RECORDED: AUGUST 16, 1960 RECORDING NO.: 5191889 155. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON THE LAND HEREIN DESCRIBED AS GRANTED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO.6016780. 156. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON THE LAND HEREIN DESCRIBED AS CONDEMNED BY THE CITY OF KENT, IN KING COUNTY SUPERIOR COURT CAUSE NO. 98-2-18787-5 KNT. 157. RESTRICTIVE COVENANT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: JUNE 22, 2006 RECORDING NO.: 20060622001155 158. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000823 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 262304-9065 (BEING A PORTION OF SENSITIVE AREA TRACT 1 (SAT1) AND A PORTION OF NON -BUILDABLE TRACT 1 (NBT1) OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 27C101BII (6/06) 46 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION -r: File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 159. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 262304-9065 YEAR 2017 BILLED $ 24.71 PAID $24.71 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: LEVY CODE: 2390 ASSESSED VALUE LAND: $1,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 BALANCE $0.00 $0.00. 160. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: STATE OF WASHINGTON PURPOSE: RIGHT, PRIVILEGE AND EASEMENT TO CONSTRUCT AND FOREVER MAINTAIN A DRAINAGE SYSTEM TOGETHER WITH THE NECESSARY APPURTENANCES THERETO AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 6233536 161. SLOPE EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: STATE OF WASHINGTON PURPOSE: THE PERPETUAL RIGHT, PERMIT, LICENSE AND EASEMENT TO USE AND OCCUPY THE HEREINAFTER DESCRIBED PROPERTY FOR THE PURPOSE OF CONSTRUCTING AND MAINTAINING DRAINAGE EASEMENT SLOPES IN EXCAVATION AND/OR EMBANKMENT AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 6233537 162. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: INGRESS AND EGRESS AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 7701050685 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304.9009 (BEING A PORTION OF SENSITIVE AREA TRACT 1 (SATI) AND A PORTION OF NON -BUILDABLE TRACT l (NBTI) OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 27C 101 BII (6/06) 47 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN ANO TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 163. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9009 YEAR BILLED PAID BALANCE 2017 $ 269.98 $134.99 $134.99 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $134.99. LEVY CODE: 2360 ASSESSED VALUE LAND: $19,400.00 ASSESSED VALUE IMPROVEMENTS: $0.00 164. SLOPE EASEMENT GRANTED TO STATE OF WASHINGTON RECORDED ON UNDER RECORDING NO. 6240705, TO USE AND OCCUPY THE HEREINAFTER DESCRIBED LANDS FOR THE PURPOSE OF CONSTRUCTING AND MAINTAINING DRAINAGE EASEMENT SLOPES IN EXCAVATION AND/OR EMBANKMENT. 165. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: A DRAINAGE SYSTEM AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 6240706 166. LACK OF A RECORDED MEANS OF INGRESS AND EGRESS TO THE LAND FROM A PUBLIC ROAD. 167. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECC'ION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000826 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304-9013 (BEING A PORTION OF SENSITIVE AREA TRACT 2 (SAT2), A PORTION OF RESERVE DRAINAGE TRACT 1 (RD1) AND A PORTION OF LOTS 40, 41 AND 42 OF THE PRELIMINARY PLAT OF TUKWILA, SOUTH): 168. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9013 YEAR BILLED PAID BALANCE 2017 $5,583.36 $2,791.68 $2,791.68 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $2,791.68. LEVY CODE: 2360 ASSESSED VALUE LAND: $418,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 27C101BII (6/06) 48 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 169. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 20130227900005. NOTE: THE COUNTY ASSESSOR HAS NOT REVISED THE TAXES TO REFLECT SAID BOUNDARY LINE ADJUSTMENT. 170. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: 171. EASEMENT AND THE GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: PUGET SOUND ENERGY INC. TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY A PORTION OF SAID PREMISES AUGUST 23, 2013 20130823001354 TERMS AND CONDITIONS THEREOF: QWEST CORPORATION, A COLORADO CORPORATION DBA CENTURYLINK QC UNDERGROUND TELECOMMUNICATIONS FACILITIES AND ELECTRICAL FACILITIES A PORTION OF SAID PREMISES OCTOBER 2, 2014 20141002000499 172. EASEMENT FOR STORM DRAINAGE FACILITY AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: AREA AFFECTED: RECORDED: RECORDING NO.: CITY OF TUKWILA A PORTION OF SAID PREMISES NOVEMBER 21, 2014 20141121001570 173. EASEMENT FOR UNDERGROUND COMMUNICATIONS FACILITIES AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: AREA AFFECTED: RECORDED: RECORDING NO.: COMCAST OF WASHINGTON IV, INC. A PORTION OF SAID PREMISES NOVEMBER 21, 2014 20141121001572 174. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000827 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304.9015 (BEING A PORTION OF SENSITIVE AREA TRACT 2 (SAT2), A PORTION OF LOTS 3, 4, 5, 6, 39, 40, 41 AND 42 AND ALL OF LOT 8 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 27C101BII (6/06) 49 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 175. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9015 YEAR BILLED PAID BALANCE 2017 $57,787.99 $28,894.00 $28,893.99 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $28,893.99. LEVY CODE: 2360 ASSESSED VALUE LAND: $4,335,900.00 ASSESSED VALUE IMPROVEMENTS: $0.00 176. EASEMENT ESTABLISHED IN KING COUNTY SUPERIOR COURT AND THE TERMS AND CONDITIONS THEREOF: CAUSE NO.: PURPOSE: AREA AFFECTED: 423664 (DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 4441601) EASEMENT AND WATER RIGHTS A PORTION OF SAID PREMISES 177. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT: BY: STATE OF WASHINGTON CAUSE NO.: 590470 AND 591996 178. SEWER AND STORM WATER DRAINAGE EASEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: MAY 24, 2010 RECORDING NO.: 20100524000272 179. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY PURPOSE: UTILITY SYSTEMS AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 05, 2011 RECORDING NO.: 20110805000050 AND AMENDMENT THERETO: RECORDED: MAY 11, 2012 RECORDING NO.: 20120511000340 180. UTILITY EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: HIGHLINE WATER DISTRICT PURPOSE: A WATER PIPELINE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: FEBRUARY 26, 2013 RECORDING NO.: 20130226001728 27C101BII (6/06) 50 ALTA Commitment-2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAN O TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 181. FACILITIES EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: IN FAVOR OF: COMCAST OF WASHINGTON IV, INC.: REGARDING: UNDERGROUND COMMUNICATIONS, BROADBAND, CABLE TELEVISION SYSTEM OR OTHER SIMILAR FACILITIES RECORDED: JULY 15, 2013 RECORDING NO.: 20130715001435 182. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: ONE OR MORE UTILITY SYSTEMS FOR THE PURPOSE OF TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 23, 2013 RECORDING NO.: 20130823001354 183. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: QWEST CORPORATION, A COLOR.ADO CORPORATION DBA CENTURYLINK QC PURPOSE: UNDERGROUND TELECOMMUNICATIONS FACILITIES AND ELECTRICAL FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: OCTOBER 2, 2014 RECORDING NO.: 20141002000498 184. EASEMENT FOR STORM DRAINAGE FACILITY AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF TUKWILA AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: NOVEMBER 21, 2014 RECORDING NO.: 20141121001570 185. EASEMENT FOR UNDERGROUND COMMUNICATIONS FACILITIES AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: COMCAST OF WASHINGTON IV, INC. AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: NOVEMBER 21, 2014 RECORDING NO.: 20141121001572 186. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000828 27C 101 BII (6/06) 51 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE AssOCIAT'ION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 187. DECLARATION OF LAND USE RESTRICTION AND REAL PROPERTY COVENANT AND THE TERMS AND CONDITIONS THEREOF: IN FAVOR OF: STATE OF WASHINGTON DEPARTMENT OF ECOLOGY; UNITED STATES ARMY CORPS OF ENGINEERS RECORDED: OCTOBER 12, 2015 RECORDING NO.: 20151012000082 188. WETLAND MITIGATION AGREEMENT AND THE TERMS ANI) CONDITIONS THEREOF: IN FAVOR OF: CITY OF TUKWILA RECORDED: NOVEMBER 6, 2015 RECORDING NO.: 20151106000557 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304-9016 (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3), A PORTION OF LOT 46 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 189. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER. 1) TAX ACCOUNT NO.: 352304-9016 YEAR BILLED PAID BALANCE 2017 $ 25.09 $25.09 $0.00 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $0.00. LEVY CODE: 2361 ASSESSED VALUE LAND: $1,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 190. INTENTIONALLY DELETED. 191. RELINQUISHMENT OF ALL EASEMENTS EXISTING, FUTURE OR POTENTIAL, FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON LAND CONVEYED BY DEED: TO: STATE OF WASHINGTON DATED: AUGUST 21, 1962 RECORDED: SEPTEMBER 20, 1962 RECORDING NO.: 5482326 192. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM[ AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT: BY: STATE OF WASHINGTON CAUSE NO.: 672088 27C 101 BII (6/06) 52 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LANE) TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section ]I[I (Continued) 193. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: STATE OF WASHINGTON PURPOSE: DRAINAGE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 5706242 SAID INSTRUMENT SUPERCEDES INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 5643148. 194. THE EFFECT ON THE TITLE AND THE DESCRIPTION OF THE LAND DUE TO THE LOCATION OF "PRIMARY STATE HIGHWAY" CONTAINED IN THE LEGAL DESCRIPTION IN SCHEDULE A. 195. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000829 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304-9017 (BEING A PORTION OF LOTS 43 AND 44 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 196. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9017 YEAR BILLED PAID BALANCE 2017 $10,457.73 $5,228.87 $5,228.86 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $5,228.86. LEVY CODE: 2360 ASSESSED VALUE LAND: $784,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 197. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000830 198. 34INTENTIONALLY DELETED. 199. INTENTIONALLY DELETED. 200. INTENTIONALLY DELETED. 201. INTENTIONALLY DELETED. 27C 101 BII (6/06) 53 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION SCHEDULE B — Section II (Continued) 202. INTENTIONALLY DELETED. File No.: 20368867-410-KA6 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO.352304-9025 (BEING A PORTION OF SENSITIVE AREA TRACT 1 (SAT1) AND A PORTION OF LOT 2 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 203. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9025 YEAR BILLED PAID BALANCE 2017 $3,316.89 $1,658.45 $1,658.44 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $1,658.44. LEVY CODE: 2360 ASSESSED VALUE LAND: $248,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 204. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT: BY: STATE OF WASHINGTON CAUSE NO.: 596587 205. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PACIFIC NORTHWEST BELL TELEPHONE COMPANY, .A WASHINGTON CORPORATION PURPOSE: AERIAL COMMUNICATION CABLES AND POLES AREA AFFECTED: SOUTHWESTERLY PORTION OF SAID PROPERTY RECORDED: JUNE 4, 1986 RECORDING NO.: 8606040808 206. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AREA AFFECTED: THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED RECORDED: OCTOBER 13, 1986 RECORDING NO.: 8610130422 207. INTENTIONALLY DELETED. 27C101BII (6/06) 54 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 208. RESERVATIONS IN VACATION ORDINANCE AND THE TERMS AND CONDITIONS THEREOF: RESERVED BY: KING COUNTY AT THE REQUEST OF THE STATE OF WASHINGTON PURPOSE: SLOPES FOR BOTH CUTS AND FILLS AND THE OTHER LISTED RESERVATIONS, RIGHTS AND AGREEMENTS AREA AFFECTED: VACATED SOUTH 178TH STREET RECORDED: MARCH 22, 2002 RECORDING NO.: 20020322001963 209. PRIVATE EASEMENTS RIGHTS, IF ANY, OF ADJACENT OWNERS OVER VACATED STREETS AND ALLEYS; UNRECORDED, COMMON LAW, PRIVATE EASEMENT RIGHTS MAY PERSIST DESPITE CESSATION OF PUBLIC EASEMENT BY: 1) NON -USER STATUTE, RCW 36.87.090; OR 2) BY VACATION OR RELEASE OF PUBLIC INTEREST. 210. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000672 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304-9027 (BEING A PORTION OF SENSITIVE AREA TRACT 1 (SAT1) OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 211. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9027 YEAR BILLED PAID BALANCE 2017 $ 24.22 $24.22 $0.00 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $0.00. LEVY CODE: 2360 ASSESSED VALUE LAND: $1,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 212. SLOPE EASEMENT GRANTED TO STATE OF WASHINGTON RECORDED ON UNDER RECORDING NO. 6240705, TO USE AND OCCUPY THE HEREINAFTER DESCRIBED LANDS FOR THE PURPOSE OF CONSTRUCTING AND MAINTAINING DRAINAGE EASEMENT SLOPES IN EXCAVATION AND/OR EMBANKMENT. 27C 101 B11(6/06) 55 AL,TA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section :[I (Continued) 213. DRAINAGE EASEMENT AND THE TERMS AND CONDITIONS THEREOF: IN FAVOR OF: STATE OF WASHINGTON PURPOSE: RIGHT, PRIVILEGE AND EASEMENT TO CONSTRUCT AND FOREVER MAINTAIN A DRAINAGE SYSTEM INCLUDING CULVERTS AND DITCHES, BUT NOT EXCLUSIVE THERETO OVER, ACROSS AND UPON THAT PORTION OF THE PROPERTY HEREIN DESCRIBED AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 6240706 214. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: WASHINGTON NATURAL GAS COMPANY PURPOSE: GAS PIPELINE OR PIPELINES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: APRIL 8, 1987 RECORDING NO.: 8704081248 215. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000674 216. 34INTENTIONALLY DELETED. 217. INTENTIONALLY DELETED. 218. INTENTIONALLY DELETED. 219. INTENTIONALLY DELETED. 220. 34INTENTIONALLY DELETED. 221. INTENTIONALLY DELETED. THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304-9034 (BEING A PORTION OF SENSITIVE AREA TRACT 2 (SAT2), A PORTION OF NON -BUILDABLE TRACT 2 (NBT2), A PORTION OF RESERVE DRAINAGE TRACT 1 (RD1), AND A PORTION OF LOTS 40, 41 AND 42 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 27C101B11 (6/06) 56 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION Fiile No.: 20368867-410-KA6 SCHEDULE B — Section. II (Continued) 222. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9034 YEAR BILLED PAID BALANCE 2017 $7,624.82 $3,812.41 $3,812.41 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $3,812.41. LEVY CODE: 2360 ASSESSED VALUE LAND: $571,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 223. EASEMENT ESTABLISHED IN KING COUNTY SUPERIOR COURT AND THE TERMS AND CONDITIONS THEREOF: CAUSE NO.: PURPOSE: AREA AFFECTED: 423664 (DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 4441601) EASEMENT AND WATER RIGHTS A PORTION OF SAID PREMISES 224. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT: BY: STATE OF WASHINGTON CAUSE NO.: 590470 AND 591996 225. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: REGARDING: NO PROTEST OF WATER LID OR ULID RECORDED: NOVEMBER 30, 1995 RECORDING NO.: 9511300431 226. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: REGARDING: NO PROTEST OF SEWER LID OR ULID RECORDED: APRIL 18, 1996 RECORDING NO.: 9604180927 227. INTENTIONALLY DELETED. 228. INTENTIONALLY DELETED. 229. INTENTIONALLY DELETED. 27C 101 BII (6/06) 57 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 230. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: ONE OR MORE UTILITY SYSTEMS FOR THE PURPOSE OF TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 23, 2013 RECORDING NO.: 20130823001354 231. EASEMENT FOR STORM DRAINAGE FACILITY AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF TUKWILA AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: NOVEMBER 21, 2014 RECORDING NO.: 20141121001570 232. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000676 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304-9036 (BEING A PORTION OF LOTS 5, 6 & 7 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 233. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9036 YEAR BILLED PAID BALANCE 2017 $22,625.17 $11,312.59 $11,312.58 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $11,312.58. LEVY CODE: 2360 ASSESSED VALUE LAND: $1,673,200.00 ASSESSED VALUE IMPROVEMENTS: $23,700.00 234. INTENTIONALLY DELETED. 235. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE SHORT PLAT RECORDED UNDER RECORDING NO. 8505090619. 27C 101 BII (6/06) 58 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 236. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: KING COUNTY PURPOSE: PERMANENT RIGHT OF ENTRY FOR INSPECTION, MAINTENANCE AND REPAIR OF FLOOD CONTROL LEVEE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: APRIL 06, 1994 RECORDING NO.: 9404060591 237. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 9906099010. 238. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 5, 2011 RECORDING NO.: 20110805000050 AND AMENDMENT THERETO: RECORDED: MAY 11, 2012 RECORDING NO.: 20120511000340 239. UTILITY EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: HIGHLINE WATER DISTRICT PURPOSE: A WATER PIPELINE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: FEBRUARY 26, 2013 RECORDING NO.: 20130226001728 240. EASEMENT FOR UNDERGROUND COMMUNICATIONS FACILITIES AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: COMCAST OF WASHINGTON IV, INC. AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: NOVEMBER 21, 2014 RECORDING NO.: 20141121001572 241. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000677 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO.352304.-9038 (BEING A PORTION OF SENSITIVE AREA TRACT 1 (SATI) AND A PORTION OF LOTS 1 & 2 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH AND OTHER PROPERTY): 27C101BII (6/06) 59 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 242. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9038 YEAR BILLED PAID BALANCE 2017 $3,146.80 $1,573.40 $1,573.40 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $1,573.40. LEVY CODE: 2360 ASSESSED VALUE LAND: $235,300.00 ASSESSED VALUE IMPROVEMENTS: $0.00 243. SLOPE EASEMENT GRANTED TO STATE OF WASHINGTON RECORDED ON UNDER RECORDING NO. 6240705, TO USE AND OCCUPY THE HEREINAFTER DESCRIBED LANDS FOR THE; PURPOSE OF CONSTRUCTING AND MAINTAINING DRAINAGE EASEMENT SLOPES IN EXCAVATION AND/OR EMBANKMENT. 244. INTENTIONALLY DELETED. 245. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: WASHINGTON NATURAL GAS COMPANY, A WASHINGTON CORPORATION PURPOSE: GAS PIPELINE OR PIPELINES AREA AFFECTED: THAT PORTION OF SOUTH 178TH STREET BEING VACATED BY VACATION PETITION NO. V-1909, LYING SOUTH OF AND ADJACENT TO THAT PORTION OF THE NORTHWEST 1/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., LYING NORTHERLY OF SAID SOUTH 178TH STREET AND EASTERLY OF P.S.H. NO. 1, AS CONVEYED IN KING COUNTY SUPERIOR COURT CAUSE NO. 5965587 AND WESTERLY OF SOUTHCENTER PARKWAY RECORDED: APRIL 8, 1987 RECORDING NO.: 8704081248 246. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 20130227900005. NOTE: THE COUNTY ASSESSOR HAS NOT REVISED THE TAXES TO REFLECT SAID BOUNDARY LINE ADJUSTMENT. 247. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000678 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304.9041 (BEING ALL OF PRIVATE ROAD ACCESS TRACT 1, A PORTION OF LOTS 9, 13,14,15 & 16, AND ALL OF LOTS 10, 11 & 12 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 27C101BII (6/06) 60 ALTA Commitment-2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMES LAND TITLE. ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 248. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9041 YEAR BILLED PAID BALANCE 2017 $83,191.73 $41,595.87 $41,595.86 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $41,595.86. LEVY CODE: 2361 ASSESSED VALUE LAND: $6,241,900.00 ASSESSED VALUE IMPROVEMENTS: $0.00 249. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: REGARDING: RELEASE OF DAMAGES RECORDED: DECEMBER 03, 1902 RECORDING NO.: 248290, VOLUME 325 OF DEEDS, PAGE 613 250. INTENTIONALLY DELETED. 251. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: RIVER PROTECTION AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 5113279 252. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: THE GREEN RIVER FLOOD CONTROL ZONE DISTRICT AND THE CITY OF TACOMA PURPOSE: CONSTRUCT, MAINTAIN, REPAIR, OPERATE, PATROL AND REPLACE A FLOOD PROTECTION LEVEE, INCLUDING ALL APPURTENANCES THERETO AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: SEPTEMBER 05, 1991 RECORDING NO.: 9109051218 253. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 5, 2011 RECORDING NO.: 20110805000050 AND AMENDMENT THERETO: RECORDED: MAY 11, 2012 RECORDING NO.: 20120511000340 27C101BII (6/06) 61 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA liicensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. OMMINN AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 254. RIGHT OF THE STATE OF WASHINGTON IN AND TO THAT PORTION, IF ANY. OF THE LAND HEREIN DESCRIBED WHICH LIES BELOW THE LINE OF ORDINARY HIGH WATER OF GREEN RIVER. 255. ANY CHANGE IN THE BOUNDARY OR LEGAL DESCRIPTION OF THE LAND DESCRIBED HEREIN, DUE TO A SHIFT OR CHANGE IN THE COURSE OF GREEN RIVER. 256. RIGHTS AND EASEMENTS OF THE PUBLIC FOR COMMERCE, NAVIGATION, RECREATION AND FISHERIES. 257. ANY RESTRICTIONS ON THE USE OF THE LAND RESULTING FROM THE RIGHTS OF THE PUBLIC OR RIPARIAN OWNERS TO USE ANY PORTION WHICH IS NOW, OR HAS BEEN, COVERED BY WATER. 258. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: QWEST CORPORATION, A COLORADO CORPORATION DBA CENTURYLINK QC PURPOSE: UNDERGROUND TELECOMMUNICATIONS FACILITIES AND ELECTRICAL FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: OCTOBER 2, 2014 RECORDING NO.: 20141002000498 259. EASEMENT FOR UNDERGROUND COMMUNICATIONS FACILITIES AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: COMCAST OF WASHINGTON IV, INC. AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: NOVEMBER 21, 2014 RECORDING NO.: 20141121001572 260. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF TUKWILA PURPOSE: FLOOD PROTECTION AND ACCESS AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JUNE 16, 2015 RECORDING NO.: 20150616000300 261. TRAIL EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF TUKWILA PURPOSE: PUBLIC BIKE AND PEDESTRIAN PATH AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JULY 16, 2015 RECORDING NO.: 20150716000578 262. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000680 27C 101 BII (6/06) 62 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304-9045 (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3) AND A PORTION OF LOTS 16, 36 & 37 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 263. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9045 YEAR BILLED PAID BALANCE 2017 $6,882.71 $3,441.36 $3,441.35 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $3,441..35„ LEVY CODE: 2360 ASSESSED VALUE LAND: $515,700.00 ASSESSED VALUE IMPROVEMENTS: $0.00 264. INTENTIONALLY DELETED. 265. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 5, 2011 RECORDING NO.: 20110805000050 AND AMENDMENT THERETO: RECORDED: MAY 11, 2012 RECORDING NO.: 20120511000340 266. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000681 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304-9049 (BEING A PORTION OF LOT 37 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 27C 101 BII (6/06) 63 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. 1.11.11011/ AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 267. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9049 YEAR 2017 BILLED $1,005.13 PAID $502.57 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: LEVY CODE: 2360 ASSESSED VALUE LAND: $74,600.00 ASSESSED VALUE IMPROVEMENTS: $0.00 268. INTENTIONALLY DELETED. 269. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: WATER DISTRICT NO. 75 PURPOSE: WATER PIPELINE SYSTEM AREA AFFECTED: SOUTH 20 FEET OF SAID PREMISES RECORDED: APRIL 22, 1963 RECORDING NO.: 5573073 BALANCE $502.56 $502.56. 270. SEWER AND STORM WATER DRAINAGE EASEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: MAY 24, 2010 RECORDING NO.: 20100524000272 271. LACK OF A RECORDED EASEMENT PROVIDING ACCESS TO THE LANDS HEREIN DESCRIBED FROM ANY PUBLIC ROAD. 272. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000682 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304-9050 (BEING A PORTION OF LOT 37 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 27C101BII (6/06) 64 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 273. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9050 YEAR BILLED PAID BALANCE 2017 $4,260.37 $2,130.19 $2,130.18 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $2,130.18. LEVY CODE: 2360 ASSESSED VALUE LAND: $318,900.00 ASSESSED VALUE IMPROVEMENTS: $0.00 274. INTENTIONALLY DELETED. 275. SEWER AND STORM WATER DRAINAGE EASEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: MAY 24, 2010 RECORDING NO.: 20100524000272 276. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 5, 2011 RECORDING NO.: 20110805000050 AND AMENDMENT THERETO: RECORDED: MAY 11, 2012 RECORDING NO.: 20120511000340 277. THE EFFECT ON THE TITLE AND THE DESCRIPTION OF THE LAND DUE TO THE LOCATION OF "COUNTY ROAD KNOWN AS 57TH AVENUE SOUTH)" CONTAINED IN THE LEGAL DESCRIPTION IN SCHEDULE A. 278. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: QWEST CORPORATION, A COLORADO CORPORATION DBA CENTURYLINK QC PURPOSE: UNDERGROUND TELECOMMUNICATIONS FACILITIES AND ELECTRICAL FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: OCTOBER 2, 2014 RECORDING NO.: 20141002000498 279. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECT"ION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000683 27C101BII (6/06) 65 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. 1111.1 AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304-9051 (BEING A PORTION OF SENSITIVE AREA TRACT 2 (SAT2) AND A PORTION OF LOT 37 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 280. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY„ AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9051 YEAR 2017 BILLED $ 26.85 PAID $26.85 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: LEVY CODE: 2360 ASSESSED VALUE LAND: $1,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 281. INTENTIONALLY DELETED. BALANCE $0.00 $0.00. 282. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT: BY: STATE OF WASHINGTON CAUSE NO.: 590470 283. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: REGARDING: WATER SUPPLY SYSTEM RECORDED: AUGUST 27, 1974 RECORDING NO.: 7408270565 284. INTENTIONALLY DELETED. 285. SEWER AND STORM WATER DRAINAGE EASEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: MAY 24, 2010 RECORDING NO.: 20100524000272 286. LACK OF A RECORDED EASEMENT PROVIDING ACCESS TO THE LANDS HEREIN DESCRIBED FROM ANY PUBLIC ROAD. 287. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000684 27C101BII (6/06) 66 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. 11111 AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304-9065 (BEING A PORTION OF LOT 38 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 288. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY., AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: YEAR 2017 BILLED $ 24.19 352304-9065 PAID $24.19 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: LEVY CODE: ASSESSED VALUE LAND: ASSESSED VALUE IMPROVEMENTS: 2361 $1,000.00 $0.00 BALANCE $0.00 $0.00. 289. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT: BY: STATE OF WASHINGTON CAUSE NO.: 672088 290. THE EFFECT ON THE TITLE AND THE DESCRIPTION OF THE LAND DUE TO THE LOCATION OF "PRIMARY STATE HIGHWAY" CONTAINED IN THE LEGAL DESCRIPTION IN SCHEDULE A. 291. LACK OF A RECORDED EASEMENT PROVIDING ACCESS TO THE LANDS HEREIN DESCRIBED FROM ANY PUBLIC ROAD. 292. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000685 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304-9066 (BEING A PORTION OF LOT 38 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 27C101BII (6/06) 67 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. MIIIMMMO AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section ][I (Continued) 293. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY. AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9066 YEAR 2017 BILLED $ 24.22 PAID $24.22 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: LEVY CODE: 2361 ASSESSED VALUE LAND: $1,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 294. INTENTIONALLY DELETED. BALANCE $0.00 $0.00. 295. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS ANI) REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT: BY: CAUSE NO.: STATE OF WASHINGTON 672088 296. THE EFFECT ON THE TITLE AND THE DESCRIPTION OF THE LAND DUE TO THE LOCATION OF "PRIMARY STATE HIGHWAY" CONTAINED IN THE LEGAL DESCRIPTION IN SCHEDULE A. 297. LACK OF A RECORDED EASEMENT PROVIDING ACCESS TO THE LANDS HEREIN DESCRIBED FROM ANY PUBLIC ROAD. 298. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000686 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304-9068 (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3) AND A PORTION OF LOTS 37 AND 39 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 27C101BII (6/06) 68 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 299. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9068 YEAR BILLED PAID BALANCE 2017 $28,494.35 $14,247.18 $14,247.17 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $14,247.17. LEVY CODE: 2360 ASSESSED VALUE LAND: $1,652,600.00 ASSESSED VALUE IMPROVEMENTS: $484,300.00 300. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: STATE OF WASHINGTON PURPOSE: INGRESS AND EGRESS FOR THE CONSTRUCTION OF ANY ROAD, STREET OR HIGHWAY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 5482320 301. RELINQUISHMENT OF ALL EASEMENTS EXISTING, FUTURE OR POTENTIAL, FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON LAND CONVEYED BY DEED: TO: STATE OF WASHINGTON DATED: AUGUST 21, 1962 RECORDED: SEPTEMBER 20, 1962 RECORDING NO.: 5482326 302. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS ANI) REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT: BY: STATE OF WASHINGTON CAUSE NO.: 672088 303. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 5, 2011 RECORDING NO.: 20110805000050 AND AMENDMENT THERETO: RECORDED: MAY 11, 2012 RECORDING NO.: 20120511000340 27C 101 BII 6/06 69 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American LandAMERICAN LAND TITLE Title Association. ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 304. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: QWEST CORPORATION, A COLORADO CORPORATION DBA CENTURYLINK QC PURPOSE: UNDERGROUND TELECOMMUNICATIONS FACILITIES AND ELECTRICAL FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: OCTOBER 2, 2014 RECORDING NO.: 20141002000498 305. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000687 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304-9078 (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3) AND A PORTION OF LOT 39 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 306. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9078 YEAR BILLED PAID BALANCE 2017 $ 24.26 $24.26 $0.00 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $0.00. LEVY CODE: 2360 ASSESSED VALUE LAND: $1,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 307. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: STATE OF WASHINGTON PURPOSE: INGRESS AND EGRESS FOR THE CONSTRUCTION OF ANY ROAD, STREET OR HIGHWAY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 5482320 308. RELINQUISHMENT OF ALL EASEMENTS EXISTING, FUTURE OR POTENTIAL, FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON LAND CONVEYED BY DEED: TO: STATE OF WASHINGTON DATED: AUGUST 21, 1962 RECORDED: SEP I'EMBER 20, 1962 RECORDING NO.: 5482326 27C101BII (6/06) 70 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 309. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS CONSTRUCTED ON LANDS CONDEMNED BY PROCEEDINGS UNDER KING COUNTY SUPERIOR COURT: BY: CAUSE NO.: STATE OF WASHINGTON 672088 310. THE EFFECT ON THE TITLE AND THE DESCRIPTION OF THE LAND DUE TO THE LOCATION OF "PRIMARY STATE HIGHWAY" CONTAINED IN THE LEGAL DESCRIPTION IN SCHEDULE A. 311. LACK OF A RECORDED EASEMENT PROVIDING ACCESS TO THE LANDS HEREIN DESCRIBED FROM ANY PUBLIC ROAD. 312. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000688 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO.352304-9090 (BEING A PORTION OF LOT 2 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 313. 34GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9090 YEAR BILLED PAID BALANCE 2017 $2,451.05 $1,225.53 $1,225.52 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $1,225.52. LEVY CODE: 2360 ASSESSED VALUE LAND: $62,000.00 ASSESSED VALUE IMPROVEMENTS: $121,000.00 314. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 23, 2013 RECORDING NO.: 20130823001354 315. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000689 27C101BII (6/06) 71 ALTA Commitment-2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAN!) TITLE ASSOCIATION SCHEDULE B — Section II (Continued) 316. 34INTENTIONALLY DELETED. 317. INTENTIONALLY DELETED. 318. INTENTIONALLY DELETED. 319. INTENTIONALLY DELETED. 320. INTENTIONALLY DELETED. File No.: 20368867-410-KA6 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304-9116 (BEING A PORTION OF LOTS 6 & 7 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 321. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9116 YEAR BILLED PAID BALANCE 2017 $14,715.62 $7,357.81 $7,357.81 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $7,357.81. LEVY CODE: 2360 ASSESSED VALUE LAND: $912,600.00 ASSESSED VALUE IMPROVEMENTS: $190,800.00 322. RIGHT OF THE STATE OF WASHINGTON IN AND TO THAT PORTION, IF ANY, OF THE LAND HEREIN DESCRIBED WHICH LIES BELOW THE LINE OF ORDINARY HIGH WATER OF GREEN (WHITE RIVER). 323. ANY CHANGE IN THE BOUNDARY OR LEGAL DESCRIPTION OF THE LAND DESCRIBED HEREIN, DUE TO A SHIFT OR CHANGE IN THE COURSE OF GREEN (WHITE) RIVER. 324. RIGHTS AND EASEMENTS OF THE PUBLIC FOR COMMERCE, NAVIGATION, RECREATION AND FISHERIES. 325. ANY RESTRICTIONS ON THE USE OF THE LAND RESULTING FROM THE RIGHTS OF THE PUBLIC OR RIPARIAN OWNERS TO USE ANY PORTION WHICH IS NOW, OR HAS BEEN, COVERED BY WATER. 326. INTENTIONALLY DELETED. 27C101BII (6/06) 72 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form its restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND_ TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 327. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: KING COUNTY PURPOSE: BANK PROTECTION AND/OR OTHER FLOOD CONTROL WORKS AREA AFFECTED: 30 FOOT STRIP ALONG THE LEFT BANK OF GREEN RIVER RECORDED: MAY 11, 1966 RECORDING NO.: 6027013 NOTE: RIVER PROTECTION EASEMENT ASSIGNMENT AS TENANTS IN COMMON, RECORDED UNDER KING COUNTY RECORDING NO. 9108210298 AND 911[0310987. 328. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: KING COUNTY PURPOSE: BANK PROTECTION AN/DO OTHER FLOOD CONTROL WORKS AREA AFFECTED: 30 FOOT STRIP ALONG THE LEFT BANK OF GREEN RIVER RECORDED: MAY 11, 1966 RECORDING NO.: 6027015 NOTE: RIVER PROTECTION EASEMENT ASSIGNMENT AS TENANTS IN COMMON RECORDED UNDER KING COUNTY RECORDING NO. 9108210298 AND 9110310987. 329. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:: REGARDING: CONDITIONS UNDER WHICH DISTRICT WILL PROVIDE WATER SERVICE RECORDED: AUGUST 27, 1974 RECORDING NO.: 7408270565 330. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: WATER DISTRICT NO. 75 PURPOSE: WATER PIPELINE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: DECEMBER 20, 1974 RECORDING NO.: 7412200369 NOTE: NO EXHIBIT "A" WAS RECORDED WITH SAID INSTRUMENT. 331. INTENTIONALLY DELETED. 332. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: WATER DISTRICT NO. 75, KING COUNTY PURPOSE: WATER PIPELINES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: APRIL 17, 1979 RECORDING NO.: 7904171207 27C 101 BII (6/06) 73 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section H (Continued) 333. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY PURPOSE: ELECTRIC LINES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: MAY 27, 1983 RECORDING NO.: 8305270544 334. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE SHORT PLAT RECORDED UNDER RECORDING NO. 8505090619. 335. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: REGARDING: PERMANENT RIGHT -OF -ENTRY RECORDED: SEPTEMBER 11, 1990 RECORDING NO.: 9009110868 336. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: KING COUNTY PURPOSE: PERMANENT RIGHT OF ENTRY FOR INSPECTION, MAINTENANCE AND REPAIR OF FLOOD CONTROL LEVEE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: APRIL 06, 1994 RECORDING NO.: 9404060591 337. DECLARATION OF EASEMENT AND RESTRICTIONS IMPOSED BY INSTRUMENT RECORDED ON JUNE 7, 1999, UNDER RECORDING NO. 9906072075. 338. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 9906099010. 339. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT NO. L02-029, RECORDED UNDER RECORDING NO. 20021007900001. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 340. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: IN FAVOR OF: CITY OF TUKWILA AND KING COUNTY FLOOD CONTROL ZONE DISTRICT REGARDING: FLOOD PROTECTION AND ACCESS ROAD RECORDED: NOVEMBER 17, 2011 RECORDING NO.: 20111117000949 SAID AGREEMENT IS A RE-RECORDING OF THE AGREEMENT RECORDED UNDER RECORDING NO. 20080604000332. 27C101BII (6/06) 74 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 341. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT NO. LI 1-030 RECORDED UNDER RECORDING NO. 20120125900002. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 342. UTILITY EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: 343. EASEMENT AND THE GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: HIGHLINE WATER DISTRICT A WATER PIPELINE A PORTION OF SAID PREMISES FEBRUARY 26, 2013 20130226001728 TERMS AND CONDITIONS THEREOF: QWEST CORPORATION, A COLORADO CORPORATION DBA CENTURYLINK QC UNDERGROUND TELECOMMUNICATIONS FACILITIES AND ELECTRICAL FACILITIES A PORTION OF SAID PREMISES OCTOBER 2, 2014 20141002000498 344. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: CITY OF TUKWILA FLOOD PROTECTION AND ACCESS A PORTION OF SAID PREMISES JUNE 16, 2015 20150616000300 345. TRAIL EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF TUKWILA PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: PUBLIC BIKE AND PEDESTRIAN PATH A PORTION OF SAID PREMISES JULY 16, 2015 20150716000578 346. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000691 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO.352304-•9117 (BEING A PORTION OF LOT 16 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 27C101BII (6/06) 75 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. 011111111111111 AMERICAN LAND TITLF ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 347. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9117 YEAR BILLED PAID BALANCE 2017 $ 815.46 $407.73 $407.73 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $407.73. LEVY CODE: 2361 ASSESSED VALUE LAND: $60,000.00 ASSESSED VALUE IMPROVEMENTS: $0.00 348. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: REGARDING: RELEASE OF DAMAGES RECORDED: DECEMBER 03, 1902 RECORDING NO.: 248290, VOLUME 325 OF DEEDS, PAGE 613 349. INTENTIONALLY DELETED. 350. INTENTIONALLY DELETED. 351. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: FLOOD PROTECTION LEVEE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.: 9109051217 352. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: THE GREEN RIVER FLOOD CONTROL ZONE DISTRICT AND THE CITY OF TACOMA PURPOSE: CONSTRUCT, MAINTAIN, REPAIR OPERATE, PATROL AND REPLACE A FLOOD PROTECTION LEVEE, INCLUDING ALL APPURTENANCES THERETO AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: SEPTEMBER 05, 1991 RECORDING NO.: 9109051218 353. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000692 THE FOLLOWING EXCEPTIONS AFFECT TAX PARCEL NO. 352304-9118 (BEING A PORTION OF LOTS 3 AND 4 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH): 27C 101 BII (6/06) 76 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form its restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 354. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 352304-9118 YEAR BILLED PAID BALANCE 2017 $35,698.48 $17,849.24 $17,849.24 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $17,849.24. LEVY CODE: 2360 ASSESSED VALUE LAND: $2,658,800.00 ASSESSED VALUE IMPROVEMENTS: $19,300.00 355. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: KING COUNTY PURPOSE: RIP -RAP BANK PROTECTION AREA AFFECTED: ALONG THE LEFT BANK OF GREEN RIVER RECORDED: NOVEMBER 10, 1960 RECORDING NO.: 5222051 356. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY PURPOSE: ELECTRIC LINES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: MAY 27, 1983 RECORDING NO.: 8305270544 357. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE SHORT PLAT RECORDED UNDER RECORDING NO. 8505090619. 358. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: REGARDING: PERMANENT RIGHT -OF -ENTRY RECORDED: SEPTEMBER 11, 1990 RECORDING NO.: 9009110868 359. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: KING COUNTY PURPOSE: PERMANENT RIGHT OF ENTRY FOR INSPECTION, MAINTENANCE AND REPAIR OF FLOOD CONTROL LEVEE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: APRIL 06, 1994 RECORDING NO.: 9404060591 360. DECLARATION OF EASEMENT AND RESTRICTIONS IMPOSED BY INSTRUMENT RECORDED ON JUNE 07, 1999, UNDER RECORDING NO. 9906072075. 27C 101 BII (6/06) 77 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land AMERNTIT E Title Association. ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section II (Continued) 361. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 9906099010. 362. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: AUGUST 5, 2011 RECORDING NO.: 20110805000050 AND AMENDMENT THERETO: RECORDED: MAY 11, 2012 RECORDING NO.: 20120511000340 363. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: QWEST CORPORATION, A COLORADO CORPORATION DBA CENTURYLINK QC PURPOSE: UNDERGROUND TELECOMMUNICATIONS FACILITIES AND ELECTRICAL FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: OCTOBER 2, 2014 RECORDING NO.: 20141002000498 364. EASEMENT FOR UNDERGROUND COMMUNICATIONS FACILITIES AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: COMCAST OF WASHINGTON IV, INC. AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: NOVEMBER 21, 2014 RECORDING NO.: 20141121001572 365. CITY OF TUKWILA ORDINANCE 2441 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: ESTABLISHING SEWER CONNECTION FEES RECORDED: SEPTEMBER 2, 2015 RECORDING NO.: 20150902000693 THE FOLLOWING EXCEPTIONS AFFECT ALL PARCELS: 27C 101 BII (6/06) 78 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form its restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION File No.: 20368867-410-KA6 SCHEDULE B — Section :[I (Continued) 366. ORDINANCE NO. 2233 AND THE TERMS AND CONDITIONS THEREOF: REGARDING: DEVELOPMENT AGREEMENT BETWEEN THE CITY OF TUKWILA AND LA PIANTA LLC FOR THE "TUKWILA SOUTH PROJECT" RECORDED: JUNE 17, 2009 AND JULY 26, 2010 RECORDING NO.: 20090617000114 AND 20100726001 100, RESPECTIVELY ORDINANCE NO. 2289 ADOPTING FIRST AMENDMENT TO DEVELOPMENT AGREEMENT, RECORDED UNDER RECORDING NO. 20100726001101. AND AMENDMENTS THERETO: RECORDED: FEBRUARY 28, 2013 AND JUNE 24, 2014 RECORDING NO.: 20130228000691, 20130228000692 AND 20140624000980, RESPECTIVELY 367. EASEMENTS AND COVENANTS AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: DECEMBER 1, 2015 RECORDING NO.: 20151201001414 368. UNRECORDED LEASEHOLDS, IF ANY; RIGHTS OF VENDORS AND HOLDERS OF SECURITY INTERESTS ON PERSONAL PROPERTY INSTALLED UPON THE LAND; AND RIGHTS OF TENANTS TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. 369. MATTERS RELATING TO THE QUESTIONS OF SURVEY, RIGHTS OF PARTIES IN POSSESSION, AND UNRECORDED LIEN RIGHTS FOR LABOR AND MATERIAL, IF ANY, THE DISPOSITION OF WHICH WILL BE FURNISHED BY SUPPLEMENTAL REPORT. 27C101BII (6/06) END OF SCHEDULE B — SECTION II 79 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION NOTE 1: File No.: 20368867-410-KA6 NOTES THE COMPANY HAS BEEN ASKED TO ISSUE AN OWNER'S POLICY WITHOUT DISCLOSURE OF THE LIABILITY AMOUNT. THIS COMMITMENT SHALL BE EFFECTIVE ONLY WHEN THE AMOUNT OF THE POLICY COMMITTED FOR HAS BEEN INSERTED IN SCHEDULE A HEREOF. THE FORTHCOMING POLICY MUST BE ISSUED IN AN AMOUNT AT LEAST EQUAL TO THE FULL VALUE OF THE ESTATE INSURED IN ACCORDANCE WITH OUR RATING SCHEDULE ON FILE IN THE OFFICE OF THE WASHINGTON STATE INSURANCE COMMISSIONER. THE COMPANY MAY HAVE FURTHER REQUIREMENTS IF THE UNDISCLOSED AMOUNT TO BE INSURED EXCEEDS THE CURRENT ASSESSED VALUATION. NOTE 2: TITLE WILL BE VESTED IN PARTIES YET TO BE DISCLOSED. WHEN TITLE IS VESTED, THEIR TITLE WILL BE SUBJECT TO MATTERS OF RECORD, IF ANY, AGAINST THEIR NAMES. NOTE 3: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT IT APPEARS THAT THERE IS LOCATED ON THE LAND: VACANT LAND NOTE 4: IF YOU WOULD LIKE THE COMPANY TO ACT AS TRUSTEE IN THE PROPOSED DEED OF TRUST, PLEASE NOTE THAT " FIDELITY NATIONAL TITLE OF WASHINGTON, INC." MAY ACT AS TRUSTEE OF A DEED OF TRUST UNDER RCW 61.24.010(1). NOTE 5: THE COMPANY REQUIRES THE PROPOSED INSURED TO VERIFY THAT THE LAND COVERED BY THIS COMMITMENT IS THE LAND INTENDED TO BE CONVEYED IN THIS TRANSACTION. THE DESCRIPTION OF THE LAND MAY BE INCORRECT, IF THE APPLICATION FOR TITLE INSURANCE CONTAINED INCOMPLETE OR INACCURATE INFORMATION. NOTIFY THE COMPANY WELL BEFORE CLOSING IF CHANGES ARE NECESSARY. CLOSING INSTRUCTIONS MUST INDICATE THAT THE LEGAL DESCRIPTION HAS BEEN REVIEWED AND APPROVED BY ALL PARTIES. NOTE 6: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED, PER AMENDED RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. PTN OF SEC. 2 & 3, T22N, R4E; PTN OF SEC. 26, T23N, R4E; PTN OF SEC. 35, T23N, R4E NOTE 7: IN THE EVENT THAT THE COMMITMENT JACKET IS NOT ATTACHED HERETO, ALL OF THE TERMS, CONDITIONS AND PROVISIONS CONTAINED IN SAID JACKET ARE INCORPORATED HEREIN. THE COMMITMENT JACKET IS AVAILABLE FOR INSPECTION AT ANY COMPANY OFFICE. NOTE 8: THE POLICY(S) OF INSURANCE MAY CONTAIN A CLAUSE PERMITTING ARBITRATION OF CLAIMS AT THE REQUEST OF EITHER THE INSURED OR THE COMPANY. UPON REQUEST, THE COMPANY WILL PROVIDE A COPY OF THIS CLAUSE AND THE ACCOMPANYING ARBITRATION RULES PRIOR TO THE CLOSING OF THE TRANSACTION. NOTE 9: PRIOR TO CLOSING PLEASE CONTACT YOUR TITLE OFFICER FOR CURRENT COURIER AND/OR ACCOMMODATION FEES WHICH MAY BE CHARGED FOR RECORDING RUNS. END OF NOTES 27C 101 Notes (6/06) 80 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION CONDITIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any Toss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interestor mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Comrnitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at <http://www.alta.org/>. 27C101 (6/06) 81 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION FIDELITY NATIONAL FINANCIAL PRIVACY NOTICE Fidelity National Financial, Inc. and its majority -owned subsidiary companies providing real estate- and loan -related services (collectively, "FNF", "our" or "we") respect and are committed to protecting your privacy. This Privacy Notice lets you know how and for what purposes your Personal Information (as defined herein) is being collected, processed and used by FNF. We pledge that we will take reasonable steps to ensure that your Personal Information will only be used in ways that are in compliance with this Privacy Notice. This Privacy Notice is only in effect for any generic information and Personal Information collected and/or owned by FNF, including collection through any FNF website and any online features, services and/or programs offered by FNF (collectively, the "Website"). This Privacy Notice is not applicable to any other web pages, mobile applications, social media sites, email lists, generic information or Personal Information collected and/or owned by any entity other than FNF. Collection and Use of Information The types of personal information FNF collects may include, among other things (collectively, "Personal Information"): (1) contact information (e.g., name, address, phone number, email address); (2) demographic information (e.g., date of birth, gender marital status); (3) Internet protocol (or IP) address or device ID/UDID; (4) social security number (SSN), student ID (SIN), driver's license, passport, and other government ID numbers; (5) financial account information; and (6) information related to offenses or criminal convictions. In the course of our business, we may collect Personal Information about you from the following sources: • Applications or other forms we receive from you or your authorized representative; • Information we receive from you through the Website; • Information about your transactions with or services performed by us, our affiliates, or others; and • From consumer or other reporting agencies and public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates or others. Information collected by FNF is used for three main purposes: • To provide products and services to you or one or more third party service providers (collectively, "Third Parties") who are obtaining services on your behalf or in connection with a transaction involving you. • To improve our products and services that we perform for you or for Third Parties. • To communicate with you and to inform you about FNF's, FNF's affiliates and third parties' products and services. Additional Ways Information is Collected Through the Website Browser Log Files. Our servers automatically log each visitor to the Website and collect and record certain information about each visitor. This information may include IP address, browser language, browser type, operating system, domain names, browsing history (including time spent at a domain, time and date of your visit), referring/exit web pages and URLs, and number of clicks. The domain name and IP address reveal nothing personal about the user other than the IP address from which the user has accessed the Website. Cookies. From time to time, FNF or other third parties may send a "cookie" to your computer. A cookie is a small piece of data that is sent to your Internet browser from a web server and stored on your computer's hard drive and that can be re -sent to the serving website on Privacy Notice Effective: January 24, 2014 subsequent visits. A cookie, by itself, cannot read other data from your hard disk or read other cookie files already on your computer. A cookie, by itself, does not damage your system. We, our advertisers and other third parties may use cookies to identify and keep track of, among other things, those areas of the Website and third party websites that you have visited in the past in order to enhance your next visit to the Website. You can choose whether or not to accept cookies by changing the settings of your Internet browser, but some functionality of the Website may be impaired or not function as intended. See the Third Party Opt Out section below. Web Beacons. Some of our web pages and electronic communications may contain images, which may or may not be visible to you, known as Web Beacons (sometimes referred to as "clear gifs"). Web Beacons collect only limited information that includes a cookie number; time and date of a page view; and a description of the page on which the Web Beacon resides. We may also carry Web Beacons placed by third party advertisers. These Web Beacons do not carry any Personal Information and are only used to track usage of the Website and activities associated with the Website. See the Third Party Opt Out section below. Unique Identifier. We may assign you a unique internal identifier to help keep track of your future visits. We may use this information to gather aggregate demographic information about our visitors, and we may use it to personalize the information you see on the Website and some of the electronic communications you receive from us. We keep this information for our internal use., and this information is not shared with others. Third Party Opt Out. Although we do not presently, in the future we may allow third -party companies to serve advertisements and/or collect certain anonymous information when you visit the Website. These companies may use non -personally identifiable information (e.g., click stream information, browser type, time and date, subject of advertisements clicked or scrolled over) during your visits to the Website in order to provide advertisements about products and services likely to be of greater interest to you. These companies typically use a cookie or third party Web Beacon to collect this information, as further described above. Through these technologies, the third party may have access to and use non -personalized information about your online usage activity. You can opt -out of online behavioral services through any one of the ways described below. After you opt -out, you may continue to receive advertisements, but those advertisements will no longer be as relevant to you. • You can opt -out via the Network Advertising Initiative industry opt -out at http://www.networkadvertising.org/. • You can opt -out via the Consumer Choice Page at www.aboutads.info. • For those in the U.K., you can opt -out via the IAB UK's industry opt -out at www.youronlinechoices.com. • You can configure your web browser (Chrome, Firefox, Internet Explorer, Safari, etc.) to delete and/or control the use of cookies. More information can be found in the Help system of your browser. Note: If you opt -out as described above, you should not delete your cookies. If you delete your cookies, you will need to opt -out again. When Information Is Disclosed By FNF We may provide your Personal Information (excluding information we receive from consumer or other credit reporting agencies) to various individuals and companies, as permitted by law, without obtaining your prior authorization. Such laws do not allow consumers to restrict these disclosures. Disclosures may include, without limitation, the following: To agents, brokers, representatives, or others to provide you with services you have requested, and to enable us to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure in connection with an insurance transaction; • To third -party contractors or service providers who provide services or perform marketing services or other functions on our behalf; • To law enforcement or other governmental authority in connection with an investigation, or civil or criminal subpoenas or court orders; and/or To lenders, lien holders, judgment creditors, or other parties claiming an encumbrance or an interest in title whose claim or interest must be determined, settled, paid or released prior to a title or escrow closing. In addition to the other times when we might disclose information about you, we might also disclose information when required by law or in the good -faith belief that such disclosure is necessary to: (1) comply with a legal process or applicable laws; (2) enforce this Privacy Notice; (3) respond to claims that any materials, documents, images, graphics, logos, designs, audio, video and any other information provided by you violates the rights of third parties; or (4) protect the rights, property or personal safety of FNF, its users or the public. We maintain reasonable safeguards to keep the Personal Information that is disclosed to us secure. We provide Personal Information and non - Personal Information to our subsidiaries, affiliated companies, and other businesses or persons for the purposes of processing such information on our behalf and promoting the services of our trusted business partners, some or all of which may store your information on servers outside of the United States. We require that these parties agree to process such information in compliance with our Privacy Notice or in a similar, industry -standard manner, and we use reasonable efforts to limit their use of such information and to use other appropriate confidentiality and security measures. The use of your information by one of our trusted business partners may be subject to that party's own Privacy Notice. We do not, however, disclose information we collect from consumer or credit reporting agencies with our affiliates or others without your consent, in conformity with applicable law, unless such disclosure is otherwise permitted by law. We also reserve the right to disclose Personal Information and/or non - Personal Information to take precautions against liability, investigate and defend against any third -party claims or allegations, assist government enforcement agencies, protect the security or integrity of the Website, and protect the rights, property, or personal safety of FNF, our users or others. We reserve the right to transfer your Personal Information, as well as any other information, in connection with the sale or other disposition of all or part of the FNF business and/or assets. We also cannot make any representations regarding the use or transfer of your Personal Information or other information that we may have in the event of our bankruptcy, reorganization, insolvency, receivership or an assignment for the benefit of creditors, and you expressly agree and consent to the use and/or transfer of your Personal Information or other information in connection with a sale or transfer of some or all of our assets in any of the above described proceedings. Furthermore, we cannot and will not be responsible for any breach of security by any third parties or for any actions of any third parties that receive any of the information that is disclosed to us. Privacy Notice Effective: January 24, 2014 Information from Children We do not collect Personal Information from any person that we know to be under the age of thirteen (13). Specifically, the Website is not intended or designed to attract children under the age of thirteen (13). You affirm that you are either more than 18 years of age, or an emancipated minor, or possess legal parental or guardian consent, and are fully able and competent to enter into the terms, conditions, obligations, affirmations, representations, and warranties set forth in this Privacy Notice. and to abide by and comply with this Privacy Notice. In any case, you affirm that you are over the age of 13, as THE WEBSITE IS NOT INTENDED FOR CHILDREN UNDER 13 THAT ARE UNACCOMPANIED BY HIS OR HER PARENT OR LEGAL GUARDIAN. Parents should be aware that FNF's Privacy Notice will govern our use of Personal Information, but also that information that is voluntarily given by children — or others — in email exchanges, bulletin boards or the like may be used by other parties to generate unsolicited communications. FNF encourages all parents to instruct their children in the safe and responsible use of their Personal Information while using the Internet. Privacy Outside the Website The Website may contain various links to other websites, including links to various third party service providers. FNF is not and cannot be responsible for the privacy practices or the content of any of those other websites. Other than under agreements with certain reputable organizations and companies, and. except for third party service providers whose services either we use or you voluntarily elect to utilize, we do not share any of the Personal Information that you provide to us with any of the websites to which the Website links, although we may share aggregate, non -Personal Information with those other third parties. Please check with those websites in order to determine their privacy policies and your rights under them. European Union Users If you are a citizen of the European Union, please note that we may transfer your Personal Information outside the European Union for use for any of the purposes described in this Privacy Notice. By providing FNF with your Personal Information, youconsent to both our collection and such transfer of your Personal Information in accordance with this Privacy Notice. Choices with Your Personal Information Whether you submit Personal Information to FNF is entirely up to you. You may decide not to submit Personal Information, in which case FNF may not be able to provide certain services or products to you. You may choose to prevent FNF from disclosing or using your Personal Information under certain circumstances ("opt out"). You may opt out of any disclosure or use of your Personal Information for purposes that are incompatible with the purpose(s) for which it was originally collected or for which you subsequently gave authorization by notifying us by one of the methods at the end of this Privacy Notice. 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EFFECTIVE AS OF: JANUARY 24, 2014 LAST UPDATED: JANUARY 24, 2014 WIL City of Tukwila Department of Community Development 8300 Southeenter Boulevard, Tukwila, WA 96188 Telephone (206) 4313670 FAX (206) 4313665 Email: tukplaggtukwlia.wa.us CITY OF TUKWILA FILE NO. L17-0068 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. DEDICATION WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDMDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND 00 HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE FIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND TRACTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE AND CONVEY ALL THE PRIVATE EASEMENTS AND TRACTS SPECIFICALLY IDENTIFIED ON THIS PLAT AS BONG DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN TIE PUBLIC TO THE PERSON OR ENTITY IDENTIRED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDMDED, WAIVE FOR THEMSELVES, THEIR HORS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF TUKWILA, ITS SUCCESSORS AND ASSIGNS WHICH MAYBE OCCASIONED BY THEESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OFPUBUC FACILITIES AND PUBILC PROPERTY WITHIN THE SUBDIVISION. THIS SUBDIVISION, DEDICATION, AND WAIVER OF CLAIMS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. ACKNOWLEDGMENT IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. NAME• SEGALE PROPERTIES LLC MARK A. SEGALE VICE PRESIDENT OF ITS MANAGER STATE OF WASHINGTON) COUNTY OF KING ) S.S. ON THIS_ —DAY OF 2017, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLYAPPEARED, MARK A. SEGALE, TO ME KNOWN TO BE THE PERSON WHO SIGNED AS VICE PRESIDENT OF METRO LAND DEVELOPMENT, INC., MANAGER OF SEGALE PROPERTIES LLC, THE LIMITED LIABILITY COMPANY THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID PARTNERSHIP FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT MARK A. SEGALE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT ON BEHALF OF ME COMPANY. IN WITNESS WHEREOF I HAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. NOTARY PUBLIC, IN AND FOR THE STATE OF WASHINGTON RESIDING AT DAMAGE WAIVER PER TMC 1704.060 THE FOLLOWING PERSONS OR CORPORATIONS HAVING AN INTEREST IN THE SUBDMDED LAND WAIVE BY THEM AND THEIR SUCCESSORS ALL CLAIMS FOR DAMAGES AGAINST ANY GOVERNMENTAL AUTHORITY ARISING FROM THE CONSTRUCTION AND MAINTENANCE OF PUBLICFACILITIES AND PUBLIC PROPERTY WITHIN THE SUBDIVISION: METRO LAND DEVELOPMENT, INC. AND SEGALE PROPERTIES LLC, A WASHINGTON LIMITED LIABILITY COMPANY. METHODS AND EQUIPMENT FIELD MEASUREMENTS ARE G.P.S. - GROUND INSTRUMENT USED - TOPCON GPS GR5 EQUIPMENT AND PROCEDURES: ALL MEASUREMENTS WERE MADE USING A GLOBAL POSITIONING SYSTEM (GPS) WITH THE MANUFACTURES STANDARD DEVIATION OF 3mm + 0.5PPM BASELINE ROOT MEAN SQUARE (RMS) FOR STATIC MEASUREMENTS AND 10mm + 1 PPM FOR REAL TIME KINEMATIC (RTK) INSTRUMENT USED -LE/TZSOKKIA 1* TOTAL STATION STANDARD TRAVERSE PROCEDURES WERE UTILIZED WHEN G.P.S. OPTIONS WERE NOT AVAILABLE RELATIVE ACCURACY PROCEDURES WERE USED TO MEETOR EXCEED THE ACCURACY FOR LAND BOUNDARY SURVEYS PER WAC 332430-090 BASIS OF BEARINGS NORTHAMERICAN DATUM 1983/11 ADJUSTMENT, WASHINGTON STATE PLANE NORTH ZONE 4602 HOLDING W.S.D.O. T. MONUMENT ID. WC 17-r A 3' BRASS DISK IN THE NORTH SIDEWALKS. 178TH ST. BRIDGE AT 15 SURVEYOR'S CERTIFICATE 1, JAY D BABCOCK REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FO SETTING AT LATER DATE, HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS !EPICTHE PLAT. 11/21/17 JAYD OCK, P.L.S. NO. 30429 RECORDER'S CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF TUKWILA THIS DAY OF 20 AT MINUTES PAST M, AND RECORDED IN VOLUME OF PLATS, ON PAGE RECORDS OF KING COUNTY, WASHINGTON. KING COUNTY MANAGER SUPT. OF RECORDS AND ELECTIONS TUKWILA APPROVALS PUBLIC WORKS DIRECTORS CERTIFICATE I HEREBY APPROVE THE SURVEY DATA THE LAYOUT OF THE ST H1.E IS, ALLEYS AND OTHER RIGHTS -OF WAY, DESIGN OF DRAINAGE SYSTEMS AND OTHER STRUCTURES. I CERTIFY THAT THE SUBDMDER HAS COMPLIED WITH ONE OF THE FOLLOWING A ALL IMPROVEMENTS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE PRELIMINARY PLAT APPROVAL, AND THAT ORIGINAL AND REPRODUCIBLE MYLAR OR ELECTRONIC RECORDS INA FORMAT APPROVED BY PUBLIC WORKS AND MEETING CURRENT PUBLIC WORKS DRAWING STANDARDS FOR ROAD, UTILITY AND DRAINAGE CONSTRUCTION PLANS CERTIFIED BY THE DESIGNING ENGINEER AS BEING AS CONSTRUCTED' HAVE BEEN SUBMITTED FOR CITY RECORDS. B. AN AGREEMENT AND BOND OR OTHER FINANCIAL SECURITY HAVE BEEN EXECUTED IN ACCORDANCE WITH SECTION 17.24.030 OF THIS TITLE SUFFICIENT TO ASSURE COMPLETION OF REQUIRED IMPROVEMENTSAND CONSTRUCTION PLANS. EXAMINED AND APPROVED BY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. • THIS DAY OF 2017 DIRECTOR OF PUBLIC WORKS DIRECTOR OF COMMUNITY' DEVELOPMENT REVIEWED AND APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND HEREBY CERTIFIED FOR FILING. THIS DAY OF 2017. DIRECTOR OF COMMUNITY DEVELOPMENT CITY OF TUKWILA FINANCE DIRECTOR I HEREBYCERTFY THAT MERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS OF THE PROPERTY HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS OR FOR OTHER PUBLIC USE ARE PAID IN FULL ON THIS DAY OF ,2017. FINANCE DIRECTOR CITY OF TUKWILA MAYOR EXAMINED AND APPROVED THIS DAY OF _ , 2017. MAYOR CITY OF TUKWILA CITY CLERK EXAMINED AND APPROVED THIS DAY OF , 2017. CITY CLERK KING COUNTY APPROVALS VOLUME PAGE SHEET 1 OF 23 RECEIVE: NOV 21 2i11 Conn' ,- h: Devei:e r , r t L /7— 008' S. 180TH ST. GRAPHIC SCALE (U.S. FEET) 2000 0 1000 2000 S. 204TH ST. 1 inch = 2000 ft. _-1 VICINITY MAP 1 AEU4 AE 94 sw 1/.4 SE v4 sE U4 AE f/4 MV 1/4 AE I/4 SE//4 1 Sc U4 ---r-_ 26-1---i I r AE1/4 , '�NW U4 I 1 SE 1/444 SW L/4 MY U4 AE U4 )35-- I , wva' I SW1/4 SW 1/4 NW 1/a MV 4/4 1 A=U4 1 SE 1/4 SW 7/4 SW I/4 1/4 U4 NWV4 ' NW1/4 AO //4 SW U4 NW V4 I SE KING COUNTY FINANCE DIVISION CERTIFICATE I HEREBY CERTIFY MAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL THIS__ DAY OF 20 KING COUNTY TREASURER KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF 20 KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR 11/2U17 SHEET LEGEND SHEET 1 -APPROVALS SHEETS 2 - 4 ( SECTION BREAKDOWN DATA ) SHEETS 3- 19 ( PLAT SHEETS ) SHEETS 20- 22(ORIGINAL PARCEL LEGAL DESCRIP77ON3) SHEET23 ( MISC. NOTES) z i,7-odi U4' NW Y4 NE I/4 SW SWU4 I � 1. SECTION INDEX NOT 70 SCALE SURVEY REFERENCES: KING COUNTY SURVEY NO. 35-23- -12 S. 178TH ST. FREEWAY EAST TO TUKWILA CITY LIMITS 66/66 KING COUNTY SURVEY NO.3-224-11 ORILLIA ROAD - S. 212TH ST. NO DATE FOUND WA STATE HIGHWAY COMMISSION RIGHT-OF-WAY PLAT S.R. 5, S. 188TH STREET INTERCHANGE, 4/12/66 WA. STATE HIGHWAY COMMISSION RIGHT-OF-WAY PLAT S.R. 5, JCT. S.S.H. 5A TO S. 178TH ST., 03/24/59 RECORD OF SURVEY UNDER RECORDING NO. 20111109900001 RECORD OF SURVEY UNDER RECORDING NO. 20091112900001 RECORD OF SURVEY UNDER RECORDING NO. 20090825900006 RECORD OF SURVEY UNDER RECORDING NO.20060807900015 RECORD OF SURVEY UNDER RECORDING NO.20010618900001 RECORD OF SURVEY UNDER RECORDING NO. 20010315900006 RECORD OF SURVEY UNDER RECORDING NO. 8909159013 RECORD OF SURVEY UNDER RECORDING NO. 8907069008 RECORD OF SURVEY UNDER RECORDING NO. 8804299009 RECORD OF SURVEY UNDER RECORDING NO. 8701059005 RECORD OF SURVEY UNDER RECORDING NO. 8509109014 RECORD OF SURVEY UNDER RECORDING NO.8212079001 RECORD OF SURVEY UNDER RECORDING NO. 8206019001 RECORD OF SURVEY UNDER RECORDING NO. 8103109004 CITY OF KENT SURVEY CONTROL DATA BASE STATE OF WASHINGTON D.O.T. MONUMENT DATA BASE ', SEGALE PROPERTIES I� I I�i A LIMITED LIABILITY COMPANY COMMERCIAL • INDUSTRIAL " AGRICULTURAL ` NATURAL RESOURCES P.O. BOX 88028 • TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE'C' • TUKWILA, WA. 98188-4798 T 206 575-2000 • F 206 575-1837 WWW.SEGALEPROPERTTES.COII City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431.3670 FAX (206) 4313665 Efnail: tukplan@tukwila.wa.us CITY OF TUKWILA FILE NO. L17-0068 GRAPHIC SCALE 600 0 300 600 1200 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. 2600 ( IN FEET ) 1 inch = 600 ft. SECTION BREAKDOWN DATA SEC. COR. i MON. IN CASE ROS 8509249023 ' o N O ES n S 88_00'59" E 2673.85' 1/4 COR. MON. IN CASE ROS 8509249023 i / l I N 89'30'47" W 2615.17' SEC. CO ' ONC. MON. ROS 023 �. N, L FOUND CONC. MON. DEC. 2002 1' I I. (NI FOUND BRASS MON. J ,i D.O.T. HC 17-8 _.—_/ 4 DEC. 2005 _ `\ r. I I ' SEE SHEET 4 OF 23 i • Lni /L FOUND BRASS TACK IN CONC. fN CASE DEC. 2002' Epp --_ _ _ _S 87_41'28" E 2604.68' CALC. COR. PER ROS 8509249023 FALLS IN LAKE / ` / dn., `` /P7. ;Q Q/,Q 1/4 COR. CALC. ROS 8509249023 / 1/ /, r _._ S. 200th ST. S. 204th/S_TT,Y_._. 2663.52' CALC. 2663.76' ROS N 89'38'32" E / U' /'% T TWP. 23 NORTH /i;% 2724.6T 1CiTY C YS 87'57'13" E , VOLUME PAGE TI �( TWP. 22 NORTH G0� � \,0; -0" _ \10 \ P RE E i ,2 iE�Si Es Ro \l I 'may GO ✓f FOUND ERAS —MO IN CASE DEC. 2010 b'N Oj �0) SEC. COR. CALC. CITY OF KENT RECORDS SOUTH 1/4 COR. CALC. 2616 49' N 89'23'20" W GE NTF9 cr 1 5232.98' MEAS. 5265.48' G.L.O. SHEET 2 OF 23 RECEIVED NOV 21 2017- Corn r'Y Devel�p2 SEE SHEET 3 OF 23 � SEGALE PROPERTIES l®,I A LIMITED LIABILITY COMPANY COMMERCIAL . INDUSTRIAL • AGRICULTURAL* NATURAL RESOURCES P.O. BOX 88028 • TUKWILA, WA. 98138-2028 58u SEGALE PARK DRIVE'C' * TUKWILA, WA. 98188-4798 T 206 575-2000 • F 206 575-1837 WWW. SEGALEPROPERT IES. COM LA 0)0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 4313665 E-mall: tukplan@ ukwia.wa.us CITY OF TUKWILA FILE NO. L17-0068 GRAPHIC SCALE 300 600 1200 ( IN FEET ) 1 inch = 600 ft. TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. z+oc FOUND CONC. MON. DEC. 2002 SECTION BREAKDOWN DATA i W w CALC. COR. PER ROS 8509249023 ' FALLS IN LAKE 1/4 COR. CALC. ROS 8509249023 11/21/17 FOUND BRASS TACK IN CONC. IN CASE DEC. 2002, S 87'41'28" E 2604.68' // N S. 200th ST._ SEE SHEET 4 OF 23 "OI) I Go' 1/16TH COR. FOUND BRASS IN CONC. 1/16TH COR. '`I /' , DEC. 2010 FOUND BRASS IN CONC. !` S.180th ST. -_ DEC. 2010 • \.\ "".------•I Q \ „!'II G Ef N�_T C,p Ir 1' 400THC178 FOUND BRASS MON.. DEC. 2005 \ / o �/� 'o^ i iti I ,Ji, /N '- /0) ' TWP. 23 NORTH / - /4 COR. CALC. �f "/ �_' ' CITY OF KENT 'r�� �/ /VS -87;57'13" E^ C — -- <TWP. 22 NORTH i i HELD FOUND MONUMENTS FOR 180th ALIGNMENT 1325.13' N 8750'41" W 1325.05' REC. FOR 180th PLANS GG4 ' \O� 2 � / F 430,"/ R6 f N�/ •g0 MEis/ 0A0aGO / / FOUND BRASS-M0k(1 IN CASE DEC. 2010 -_- S.204th-SI,� 0'N O' 2663.52' CALC. 2663.76' ROS N 89'38 32" E \-6\ // -O�;. -7 G OV \ Imo( O G SEC. COR. CALC. CITY OF KENT RECORDS 2616.49' N 89'23'20" W SOUTH 1/4 COR. CALC. ---Ci -- 5232.9.8' MEAS. 5265.48' G.L.O. / HELD KENT ANGLE 89'20'08" PER KENT'S SEC. BREAKDOWN ON FILE WITH P.W. 2726_97' _ S 88'01'08"E 2616.49' N 89'23'20 W / / I VOLUME PAGE SHEET 3 OF 23 RECEIVED NOV 21 201i Como' or .,•y Development CALL. 1/4 COR. ' FOUND BRASS MON. IN CONC. DOWN 1.5' DEC. 2010 1/4 COR. FOUND CONC. MON. IN CASE DEC. 2010 SE SEC. COR. CALC. PER CITY OF KENT RECORDS j SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL • INDUSTRIAL • AGRICULTURAL • NATURAL RESOURCES P.O. BOX 88028 • TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C' • TIKWILA, WA. 98188-4798 T 206 575-2000 • F 206 575-1837 WWW. SEGALEPROPERT I ES. COM City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 4313665 Email: tukplan@tukwila.wa.us CITY OF TUKWILA FILE NO. L17-0068 600 GRAPHIC SCALE 300 600 1200 FOUND CONC. MON. DEC. 2002 2400 ( IN FEET ) 1 inch = 600 ft. SECTION BREAKDOWN DATA FOUND CONC. MON. DEC. 2002 FOUND BRASS TACK IN CONC. IN CASE DEC. 2002,' __S 87'41'28" E 2604.68' CALC. COR. PER ROS 8509249023 i FALLS IN LAKE SEE SHEET 2 OF 23 i / / S. 200th ST. _______ 10 10 N W 0 0I Z TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. HELD BOYD ANGLE ROS 20010315900006CALL. 1/4 COR. HOLDING REC. ANGLE FROM THE N.W. SEC. COR. PER ROS 20010315900006 8— _- . . - -- S 87'45'14" E 2625.99' S 87'42'l7 E 2624.71' ySpS9 \, FOUND B.M `7`'ig„ 1 D.O.T. HC 17-7 7y i DEC. 2005 \,\:. ST. I I • �t f %\_ ry FOUND BRASS MON. i D.O.T. HC 17-8 3 _ _ DEC. 2005 \ 2- t1J • /- 1 /� /(i tom/ 7/ / // / r({ / /l/ / TWP. 23 NORTH ;. / ,/4 GDR.CALG. ' = 1 CITY OF KENT j- 7 / y .272a 67' 7 —�� �� %� S 875713" E i ( }I - TWP. 22 NORTH ry% \.%/ G / / \_0 c 1/16TH COR. FOUND BRASS IN CONC. DEC. 2010 _ _ S. 180th ST. VOLUME PAGE SHEET 4 OF 23 RECEIVED NOV 212011 Ccmn 7 Developms-t CALC. SEC. COR HOLDING CITY OF KENT ANGLE AND DIST. FROM THE S.E. SEC. COR. 1/16TH COR: FOUND BRASS IN CONC. DEC. 2010 HELD FOUND MONUMENTS FOR 180th ALIGNMENT 1325.13' N 87'50'41" W 1325.05' REC. FOR 180th PLANS Go\1 HELD KENT ANGLE 89'20'08" PER KENT'S SEC. BREAKDOWN ON FILE WTH P.W. _2726.97' S 88'01'08" E GG / ` ,.cam'(/ / o%/ / 5 Pia 0� 36 ir/MF-P / 6N a --- g 599� 2 / tJ G04 •\ . I / / , FOUND BRASS -MO& IN CASE DEC. 2010 -- SEE SHEET 2 OF 23 CALC. 1/4 COR. FOUND BRASS MON. IN CONC. DOWN 1.5' DEC. 2010 O LS C3 U V N 10 ^ Iv 43 O 00 00 N 1/4 COR. FOUND CONC. MON. IN CASE DEC. 2010 ®' SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL • INDUSTRIAL ` AGRICULTURAL • NATURAL RESOURCES P.O. BOX 88028 • TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE'C' • TUKWILA, WA. 98188-4798 T 206 575-2000 • F 206 575-1837 WWW.SEGALEPROPERTIES.COM City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 96186 Telephone (206) 4313670 FAX (206) 4313665 E-mail: tukplan@tukwlla.wa,us CITY OF TUKWILA FILE NO. L17-0068 260' PC _ 248I+29.44 o co cc 525' TUKWILA SOUTH - PHASE 1 [VOLUME PAGE SHEET 5 OF 23 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. S 87'42'17" E J U5'1 11 DELTA = 01'04'30° 1 RADIUS = 11199.16' LENGTH = 210.12' (L=209.74' REC.) 1 =L7' FDT-11 P.S.E. ESMT. A.F.N. 8610130422 O\i/ 'F'O • eve> • ?,j6 786. 92 / 7 N 7j6%H 7✓O 37S PERT {P TO 7i S��3, "yC OF TH L'YIYI(q Cs�71 ROgO SOTj76� Ty4:Fe�S ARfT AERIAL COMMUNICATION & POLE ESMT. REC. N0. 8606040808 • h°��J"PSR\ • RqT rg4'0 h `N \ 10' DRAINAGE ESMT. REC. N0. 6240706 \10' \ 4• \ \ rn o/0 G\2ps•\ imU lO�0 0 `J 'I ra 10'B.S.B.L. 231.57'— N12'32'02"E 38.84' s 00 700.11' N85'40'03"W 26' INGRESS / EGRESS E941. REC. N0. 7701050685 40' DRAINAGE ESMT. REC. N0. 6233536 'O\ v W S 87'42'17" E 831.31' SAT-1 4 DELTA = 34'43'43` RADIUS = 429.78' LENGTH = 260.50' TOTAL CURVE DELTA = 57'47'52- RADIUS = 429.78' LENGTH = 433.54' • Fyn ``♦ • — 7523C49027 63. 9p0``\ NJ69S' ig 6.)1 zjS'Y 0,'S �\ S / NOT A PART 4 i 2i ,0' '7 ` tip� \ 73 H63b>•_ Z\ \ 46?Ss 352`61003E 26, ° ...s....J\ ♦ ••N N1 ' ♦l, " \ `N\ '15' FROM YARD W 1 CENTURY LINK ESMT. \ ♦♦\- SETBACK A.PN. 20141002000499 ...' ' DELTA = 68'58'32" 'RANISP.S.E. VAULT ESMT. \ \ LENGTH = 650.08' SS A.F.N. 20130823001354 ;o�,\� LENGTH = 650.08'\ ro90 Q' `2\ 'N \\ 7F /-12 o0\��2 \\ FDT-11 • ,, 352506290 / s` ♦ .r1 • 11 %�� I = 1 ..4, 1 . 11 -74. l:1 GRAPHIC SCALE 50 100 200 ( IN FEET ) 1 inch = 100 ft. cmlmmlmnl ,wlwulw>r1w�i 229.11' :N 87'42'17" W NOT A PART DENOTES CENTURYLINK ESMT. REC. 140. 20141002000498 DENOTES COMCAST ESMT. REC. NO. 20141121001572 DENOTES BRASS MON. IN CASE UNLESS OTHERWISE NOTED •♦ 6y `6g. f • •4, DELTA = 7910'43" RADIUS = 480.00' LENGTH = 663.33' N 67'48'40" W SEE SHEET 6 OF 23 400 30 0' 11 tk// n 25 GAS ESMT. •• A.F.N. 20140814000227 S S♦ F 54.56' N 87'48'41" W DELTA = 1012 //" RADIUS = 540.00' LENGTH = 96.16' S 'O L/7-O�G7' k, S• •'.7i/ F J)•"`TO '6 2, RECEIVE NOV 21 2017 ComT3rIY Development ,O m 1 734 1 .1 136.44' - �^>� F NOT A PART S88750411E 274.20 `S13 303 8�59'13 SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL " INDUSTRIAL • AGRICULTURAL " NATURAL RESOURCES P.O. BOA 88028 • TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C° • TUKWILA, WA. 98188-4798 T 206 575-2000 • F 206 575-1837 WWW.SEGALEPROPERTIES.COM City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 4313665 E-mail: tukpian@tukwila.wa.us CITY OF TUKWILA FILE NO. L17-0068 NOT A PART y'6b'6, 9•BB• g6i '4'62 0 5. e 1.182'54' y94E, h ro — I. r-- I SAT-2 P.S.E. VAULT ESMT. A.F.N. 20130823001354 • LENGTH = 257.72' P.S.E. VAULT ESM7 A.F.N. 20130823001354 FDT-12 11/21/17 RADIUS 100 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, WM., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. \:\ MN A.F.N. 20141002000499 SEE SHEET 5 OF 23 15' WOE STORM !DRAIN ESMT. FDT-1 15' STORM DRAIN ESMT. A.F.N. 20141121001570 NOT A PART • RD-1 0 DENOTES BRASS MON IN CASE UNLESS OTHERWISE NOTED 97,27, STORM POND ESAU. UTILITY ESMT. REC. NO. 20120511000340 / UTILITY ESMT. REC. NO. 20120511000340 FDT-2 WATERLINE ESMT. REC. NO. 20130226001726 SEE SHEET 7 OF 23 GRAPHIC SCALE Imml 400 115 SEE NOTE # 7 722 VOLUME PAGE SHEET 6 OF 23 RECEIVED DevelGpmrt EXISTING PUBLIC ROAD 25' WIDE UTILITY ESMT. REC. NO. 20141002000498 REC. NO. 20141121001572 • A LIMITED LIABILITY COMPANY COMMERCIAL* INDUSTRIAL * AGRICULTURAL* NATURAL RESOURCES P.O. BOX 88028 • TUKWILA, WA. 98138-2028 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 96168 Telephone (206) 431-3670 FAX (20614313665 E-mail: tukplan@tukwea,wa.us CITY OF TUKWILA FILE NO. L17-0068 ), J6i6 /'5 F J, DFL EA RADIus _ 1348'08" LENGTH ; 7041.50, 25089. / Ih 7 DELTA = 51.54'25" RADIUS = 69.50' LENGTH = 62.96' O DELTA = 07'05'04" RADIUS = 367.00' LENGTH = 45.38' DELTA' = 64'52'18" / RADIUS = 54.00' LENGTH = 79.99' / 10 DELTAI = 09'23'58" RADIUS = 75.50' / LENGTH = 12.37' / 1 / I / 1/ / SE600R'20 14.1i1S 1 15%4 ,3551E, Sy�l 110RM WATER AND SEWER ESMT. 50. 20100524000272 ;Nry 4 y /� Nqe 7°5"J600 ='`�YL Ipi 4C 2051E 4'0`r40 S 80'13'29' E 31.56 S 0649'47' W 3.J6' ea / 151/• rn Its �l ^ 5% TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. %.fir / N°4't y44,0 20j.OS /DELTA = 2428'32" / RADIUS = 958.50' / LENGTH = 409.45' SA 7' TARP SEWER ESMT. ll QJ� gig ♦ NOT A PART DELTA = 2741'59" RADIUS = 29.50' NOT A PART 0.0 • =.'• /` /80 1 SE?0AcT \ � f BEGINNING OF 18' TRAIL ESMT. A.F.N. 20150716000578 1[/FI TA = I7'75'S7" • SEE SHEET 6 OF 2:g °J C• 3523D4@ 3E 2523049115 ♦_ ♦ DB_TA = 11'50'22' RADIUS = 65000' LENGTH = 134.31' _ DELTA = 10'42'34" RADIUS = 650.00' LENGTH = 121.49' • / DELTA = 01'24'20" • RADIUS = 390.00' • LENGTH = 9.574 A.F LEVEE ESMT. /— N. 6027013 ------- • / A.F.N. 6027015 ♦ • A.F.N. 9404060591 `z9♦•JJs 15 s .i: E VOLUME PAGE SHEET 7 OF 23 RECEIVE 0 DENOTES BRASS MON. IN CASE 21 201` UNLESS OTHERWISE NOTED Comm.lr v Developrnont WATERLINE ESMT. • REC. N0. 7412200369 UTILITY ESMT. REC. 40. 20120511000540 aR7vgTF Rp Al qq • �T/ y �F c Cr SOUTH END OF 14' LOOT TRAIL ES1AT. REC. NO 20150ri16000578 NORTH ENQ OF RIVER PROTECTION ESMT. A.F.N 511327.9 (UNKNOWN WIDTH) GRAPHIC SCALE cn 14' TRAIL ESMT. A.C.N. 20'150716000578 RIVER PROTECTION EE PER REC. NO 20150E REC. NO. 20141002000498 DENOTES COMCAST ESMT. REC. NO. 20141121001572 tireSEGALE PROPERTIES A LIMITED LIABILITY COMPANY City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 4313665 E mall: tukplan©tukwlla.wa.us CITY OF TUKWILA FILE NO. L17-0068 UTILITY ESMT. REC. N0. 9511220918 WATER LINE ESMT. REC. NOS. 8001080482 AND 8002080467 F.--•-•170426 • _-- -- 3a1.o1� DELTA = 23'49'45" _RADIUS = 315,00' TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. 6��A •�� Nm 3 q0 N 100.70' 12 \I N89'59'48"W z r. . 142.14 S 89'59'48 E 8 m g. 21 n� N' FwT�"w"�1 DENOTES CENTURYLINK ESMT. REC. 50. 20141002000498 P18 gig ' .:zan<9ca9 • J • • SAT-2 3:1 3045)7 COMCAST FACILITIES ESMT, A.F.N. 20130715001435 • n DENOTES COMCAST ESMT. REC. 50. 20141121001572 809,7LC'' HELD RECORD OF SURVEY REC. NO 20090825900006 468-69' SEE SHEET 9 OF 23 GRAPHIC SCALE 41 'I II 11 '1 II i Flo' 587256'38"E o 100 00 16 Rti b� o0 6h �0. 6) .P. b O,N Hq 1 Tq f a,a /s. 22S ?O 14 S 5� J6r6G' "S. S6• e // // DEL TA RADIUS LENG7N _ 1041.50. 250.89' / // / / / / / / Q2 / Io I W O N 1 _ ! yo Y i Q N O7 DELTA 51'54'25" RADIUS = 69.50' LENGTH = 62.96' OB DELTA = 07'05'04" RADIUS = 367.00' LENGTH = 45.38' / Ug DELTA' = 84'52'18" / RADIUS = 54.00' LENGTH = 79.99' / O10 DELTAI = 09'23'58" / RADIUS = 75.50' / LENGTH = 12.37' / 1 / I / / i Wph,20/pa 400 T�\ �� s}REG,No v. C r 855p9 1 � I � L 30 STORM WATER AND SEWER Egli. bSREC. 90. 10100524000172 40, S 80'13'29' E 31.56' S Q0'49'47" W 3.36' 'L b4 50.46' S 80T .04. 5��31.t9G:0 ( u ,e hS 4 DENOTES BRASS MON. IN CASE UNLESS OTHERWISE NOTED / l 5/ h 12/ 41.07 VOLUME PAGE SHEET 8 OF 23 SEE SHEET 6 OF 23 4291 / S;,-3' N .7 A4 q'o .. 1 y�l ', Its 7DEtiA = 2478'32' / RADIUS = 958.50' / LENGTH = 409.45' 62 S 9p690 RECEIVE: r: v'91 2017 Com'r ;,,.1v Developuitnt SANITARY SEWER ESMT. FDT-3 NOT A PART (Th DELTA = 27'41'59" RADIUS = 29.50' LENGTH = 14.26' (Z DELTA = '2'+8'43" u RADIUS = 49.50' LENGTH = 10.64' DELTA = 19'57'24" RADIUS = 260.00' LENGTH = 90.56' O4 .DELTA = 12'13'57' RADIUT= 300.00' - LENGTH = 64.05' DELTA = 44'44'57" RADIUS = 75.50' LENGTH = 58.97' 6 DELTA = 36'32'09" RADIUS = 49.50' LENGTH = 31.56' NOT A PART SEE SHEET 10 OF 23 1' SEGALE PROPERTIES A LIMITED LIABILITY COMPANY City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431"3665 &nail: tukplan@tukwila.wa.us CITY OF TUKWILA FILE NO. L17-0068 t u2 22 DENOTES CENTURYLINK ESMT. REC. NO. 20141002000498 DENOTES COMCAST ESMT. REC. 90. 20141121001572 44/ AT Jl9 / sx /, sb, ,/,/ / Lw LINE STA. 2432+45.97 = F LINE STA. 63+90.32 34 >7 35 3 / SO x O 6r6, � h ti • / 4s4, 4, A41O. h ,o 'P p y BABQ '• 4OC °'ASH4, UP / f.t1 r TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. / i1/1 ill Ili 111 ‘‘,k P.S.E. ESMT. \ REC. N0. 7903280654 \t` /, �pP� I / G / / Jc\\ i / / / �G /, /, c / / co rn 0 0 AICyHT Qi NAB 24a 50 \�22'yT .'9; ry I \ \ t\ \ \ \ \ \ \ \ \\ \ s. 7'36 29" E 95.79 j ▪ I I P.S.E. ESMT. I� A.F.N. 20150108000624 10' UTILITY ESMT. REC. N0. 9511220918 S 82'592 WA -ER LINE ESMT. REC. NOS. 8001080482 AND 8002080467 - 34L01' DELTA = 23'49'45" RADIUS = 315.00' LENGTH = 131.01' S .7L6'3�" E FDT-14 N 87'55'53" W 26.22' 74.7r Ss v 5 87'42'06" 151 DELTA = 01'17'07" RADIUS = 700.00' LENGTH = 1v.70' 4, 352_'J49J'c DELTA = 46'27'40" RADIUS = 700.00' LENGTH = 567.63' 3 :FDT-13 a ,�o //�\N \4 102.31' N / / '` . S 83'49'00" W at. d // 3 SEE SHEET 13 OF 23 SAT-3 GRAPHIC SCALE 0222249110 N66'41'241 30.51' 1112'51'40°W 8.77' N57'45'11"W,0 7.7 9222049043 SAT-3 STORM DRAINAGE ESMT. REC. N0. 5706242 }N N. 'N. 2 )DELTA = 113'59'59° RADIUS = 50.00' LENGTH = 99.48' N83'00'46"E, 30.10' Li 7-Do NI LfOLUME PAGE ty SHEET 9 OF 23 DENOTES BRASS MON. IN CASE UNLESS OTHERWISE NOTED HELD RECORD OF SURVEY REC. NO. 20090825900006 20' WATER LINE ESM REC. NO. 55730 LOT 2 RADIUS = UPUTY ESMT. REC NO 2012051100340 / UPUTY ESMT. REC. NO. 201205110 0 UTILITY ESAU. °Y REC. NO. 20120511000.340 101/ II 401 STORM DRAINAGE ES REC. NO. 5706242 20' STORM DRAINAGE ESMT. REC. NO. 5706242 FDT-7 SEE NOTE # 9 A LIMITED I 'ABILITY COMPANY STORM 10 ' tib D) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98168 Telephone (206) 4313670 FAX (206) 4313665 Email: tukplanatukwila.wa.us CITY OF TUKWILA FILE NO. L17-0068 SEE SHEET 8 OF 23 N rn 00 0. 829,70' 1/' 0 HELD RECORD OF SURVEY REC. N0. 20090825900006 468.69' Se 3 G E 111 n N5 4' TUKWILA SOUTH - PHASE I BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. 50.46' S 607304" .5:'.?C4955 1 II rl S87_56'38"E 100.00' ' 20' WATER LINE ESMT. REC. N0. 5573073 LOT 2 69, Se DELTA = 0211'48" H- RADIUS = 817.15' LENGTH = 31.33' s O?/ 5802 /)Q) 833E UTILITY ESMT. REC. 00. 20720511000340 DELTA = 04'20'28" RADIUS = 2458.50' LENGTH = 186.27' 700 3, 5 UTILITY ESMT. REC. 50. 20120511000340 aP9/v h�/ / 0' / _ UPL0TY ESM7 REC. 440. 20120511000340 N1279'43"W 30.78 � 35.50''46"E 35.50 4'38'46-E 50' 40' X 40' ACCESS ESMT. SEE .NOTE p 7 S J 4 / / / /S / {r✓ M� !I/ DSO•, 5, GS 10 in6T5gi s / 90 00• DE( 74 R40(US = 034g <( (ENG7}(c 254/.50, /6508. UTILITY ESMT. REC. N0. 2012051100340 11 /s• 404.. 7B�i� STORM DRAINAGE ESMT REC. N0, 5706242 VQJAr 504 Z h '27- N 5 ' :,huh DELTA DELTA = 0318'01" RADIUS = 2553.50' LENGTH = 147.08' 5222349G3- STORM DRAINAGE ESMT. REC. N0. 5706242 /\ 35223 \\� 20' STORM DRAINAGE ESMT REC. N0. 5706242 2222,7'33 FDT-7 SEE NOTE 1 9 /9 / SEE SHEET 12 OF 23 100 15 4 5 41,5 / S67'442I-E 11.00' SEE SHEET 7 OF 23 A 6g57A o • ,De. YgRO J 0. '6e4Or \/J DELTA = 12'25'52" RADIUS = 2541.50' LENGTH = 551.41' -3G/9J' 7 DELTA = 02'31'16" RADIUS = 2552.50' LENGTH = 112.31' UTILITY ESMT. REC. N0. 20120511000340 355 .3 41' • • 053� / , 900'0g0 ♦ ♦00 J5 9%, ♦ OP BEGINNING OF — 18' TRAIL ESMT. A.F.N. 20150716000578 18' TRAIL ESMT. A.F.N. 20150716000578 DENOTES CENTURYLINK ESMT. REC. N0. 20141002000498 DENOTES COMCAST ESMT. REC. N0. 20141121001572 FDT-7 SEE VOTE 1 9 GRAPHIC SCALE 50 ,00 I.i 2. 30' LEVEE ESMT. REC. 50.'5 6182821 AND 9108210299_ • • 0 DENOTES BRASS MON.IN CASE UNLESS OTHERWISE NOTED 400 ( IN FEET ) 1 inch = 100 it. VOLUME PAGE SHEET 10 OF 23 fl�L�.1,1fr I:TI 21 2017 COmTJ'I.•V Development NORTH END OF RIVER PROTECTION ESMT. A.F.N. 5113279 (UNKNOWN WIDTH) DELTA = 29'10'21" /RADIUS = 300.00' 4" LENGTH = 152.75' GREEN DELTA. = 10'36'49' RADIUS = 800.00' tENG3. _ RIVER PROTECTION ESMT. REC. 50. 20150616000300 SEE SHEET 11 OF 23 18' TRAIL ESMT. 77- A.F.NN.. 20150716000578 • RIVER RIVER PROTECTION ESMT. A.F.N. 20150616000300 SHORELINE SETBACK LINE S _ 681.6.3' S 67'58'20 E ®SEGALE PROPERTIES r, A LIMITED LIABILITY COMPANY COMMERCIAL • INDUSTRIAL • AGRICULTURAL • NATURAL RESOURCES P.O. 80X 88028 • TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE "C" ' TUKWILA, WA. 9818E-4798 T 206 575-2000 • F 206 575-1637 WWW. SEGALEPROPERTIES. COM ar City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 431.3665 E-mail: tukplan@tukwlla.wa.us CITY OF TUKWILA FILE NO. L17-0068 BEGINNING OF 18' TRAIL ESMT. A.F.N. 20150716000578 18' TRAIL ESMT �/ \ A.F.N. 20150716000578 I SEE SHEET 9 OF 231 0' LEVEE ESMT 'EC. 60.'5 6182821 AND 9108210299 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. NORTH END OF RIVER PROTECTION ESMT. A.F.N. 5113279 (UNKNOWN WIDTH) DELTA = 29110'21" ♦ /RADIUS = 300.00' LENGTH = 152.75' 12_2C49033 GREEN QRFFN DELTA_=.10'36'49" RADIUS = 800.00' LENGTH = 148.10' RIVER PROTECTION ESMT. REC. 90. 20150616000300 'SHOREC7 � 0( P (bv FDT-7 SEE NOTE 0 9 18' TRAIL ESMT. A.F.N. 20150716000578 RIVER PROTECTION ESMT. A.F.N. 20150616000300 SHORELINE SETBACK LINE 35 2 RADIUS 400.00 • • • �^' DELTA 28110'44"___„. VOLUME PAGE SHEET 11 OF 23 RECEIVED NOV 21 2017 Community Development N �RFFN RIVRR LENGTH = 196 �73't, ♦ /S/G 0111111, \ \ V WESTERLY EDGE OF A 10' ACCESS ESMT.--- A.F.N. 20150616000300 117�%ITITITZI '��Z�l1lpG?1�f111///////� RIVER 100 S 8758'20" E RI ea GRAPHIC SCALE IM r 100 200 400 ( IN FEET ) 1 inch = l00 ft. OEL EA = 16.46'15" RAD»1S = 500.00' LENGTH = 146.35' 30' LEVEE ESMT. REC. N0.'S 61821921--- AND 9108210299 DELTA = 75154'03" RADIUS = 400.00" LENGTH = 529.89' -0 DENOTES BRASS MON.IN:CASE. UNLESS OTHERWISE NOTE) 4/ 7 — c2O( DELTA = 42156'03" RADIUS = 400.00'' LENGTH = 299.74' 1 L /fq 4 / / 4 ' J. t✓ SOUTH END OF RIVER PROTECTION ESMT. A. '.N. 5113279 (UNKNOWN WIDTH) (41 SEGALEc PROPERTIES 1' A LIMITED LIABILITY COMPANY COMMERCIAL ' INDUSTRIAL " AGRICULTURAL • NATURAL RESOURCES P.O. BOX 88028 • TIEWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE *E" • TUKWILA, WA. 98188-4798 T 206 575-2000 • F 206 575-1837 WWW. SEGALEPROPERTIES. COM 0 131 W City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313610 FAX (206) 4313666 Email: tukplanCitukwlla.wa.us CITY OF TUKWILA FILE NO. 17-0068 5 '61); 'OS.S 77'36' E SAT-3 4 6' DELTA = 00'26'27 1 RADIUS = 2041.50" LENGTH = 15.71' / l S80 DELTA = 02'45'41" RADIUS = 2041.50" LENGTH = 98.39' ,,e' 3A1• `,\ 1 6 tih (sr5 � �6y� A = 05'48'56" 1S = 2053.50' TH = 208.43' 11/21/17 DELTA = 15'36'02' RADIUS = 1958.50' LENGTH = 533.26' IPLITY REC. NO. 2012051/000340 ) ) / i /<s P.S.E. ESMT. A.F.N. 20150108000624 'sy / S63'39'11 "E (R) 13.00' SEE NOTE / 7 WILITY ESMT. REC. NO. 20120511000340 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. ODUTY ESMT. N66'41'24"E N12'51'401W 8.77' N1115'55"W 30.51' 25.68' / N57'4511"W7.70, E ,0\tip Ag .4 / �56 45. UTILITY ESMT. LEVEE ESMT. REC. NO. 9109051216 POKRUNE ESMT. REC. NO, 790504071 30.10' 92-1 FDT-4 TRANSMISSION LINE ESMT. A.F.N. 20130312000589 WESTERLY EDGE OF A 10' ACCESS ESMT. SEE NOTE / 4 FDT-4 EM;TZ DENOTES CENTURYL1NK ESMT. REC. NO. 20141002000498 :133 DENOTES COMCAST ESMT. REC. NO. 20141121001572 SEE SHEET 15 OF 23 GRAPHIC SCALE 100 L/TIUTY ESMT ,,/ REC. NO. 20120511000340 400 35.50' • • SEE NOTE / 7 FDT-7 RIVER PROTECDON ESMT RIVER LEVEE ESMT REC. NO. 20150616000300 18' TRAIL ESMT. REC. NO. 20150716000578 ( Sig OP SEE NOTE 9 VOLUME PAGE SHEET /2 OF 23 ISEE SHEET 10 OF 23 j\ \ 1, 1r, t. • • ern • N SPACE TRACT 2 0 DENOTES BRASS MON. IN CASE UNLESS OTHERWISE NOTED SEE SHEET 16 OF 23 Develop :le t SEE SHEET 10 OF 23 I A LIMITED LIABILITY COMPANY COMMERCIAL * INDUSTRIAL • AGRICULTURAL • NATURAL RESOURCES P.O. BOX 88028 TUKWILA, WA. 98138-2028 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan@tukwila.wa.us CITY OF TUKWILA FILE NO. 17-0068 DELTA = 10'55'12" RADIUS = 1432.40* LENGTH = 273.00' / / / /\// / •• • / / TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. '9, / ' / o� Xo %• DELTA = 10'55'12" RADIUS = 1,390. 40' LENGTH = 265.00' • DENOTES BRASS MON.IN CASE UNLESS OTHERWISE NOTED 11/21/17 ' 60 / / • r iF ♦ 4 F �Q / • vsy i� \h • l,4 oso. • l?o q c"i /�� xo, 46, /a' • Ji4cr/ / • / sr ks 9 . oc. /i '747 <9X Y♦ / °o °o/ hs, SG. �.�' f 1 r a'9 'O 60•0' S.�OO. P / • '2o .✓ • S•� DELTA = 5808'02" RADIUS = 150.00' LENGTH = 152.19' SEE SHEET 14 OF 23 100 50 0322^_:49047 FDT-8 mmo,0 DENOTES CENTURYLINK ESMT. REC. NO. 20141002000498 20' UTILITY ESMT. 32539/ GRAPHIC SCALE 100 200 DENOTES COMCAST ESMT. REC. NO. 20141121001572 400 ( IN FEET ) 1 inch = 100 ft. 5285• 76'4426 F VOLUME PAGE SHEET 13 OF 23 SEE SHEET 9 OF 23 N 77'36 R1T 248 50 -- `—• \�-\--'O sy I \ \'PF°'yq L.,/ N.`,,,9vF \ \%� Fs \ \ 00 p \N"> y o N N. c 29' E ti 's 'i- s .N38'28'23"E . 12.78' 5 6' 95.79' 4' r 'u. I tr \ \ SAT-3 / , / .W22045057 / A / / 1 �y ,.z^) / • / h / °6i)? lb �° / TO'/ s �/ 11 4. r 1 /o+ 61 m r r ::1 DELTA = 00'26"27"r�RADIUS = 2041.50', LENGTH = 15.71'DELTA = 02'45'41" /S07'38- RADIUS = 2041.50' ' ' " LENGTH = 98.39' Y 47l 5• • 4• 69\ • r <f - / 20' INGRESS / I //11 • DELTA = 05'48'56" / /i • RADIUS = 2053.50' L� 'wt 4' .f ;(Ili 21 2011 ;iir,r 1,'1 fy • eloprr<,'t P.S.E. ESMT. A.E.N. 2015C LENGTH = 208.43' 4♦ N/jb6o1W/R) 20o/ UTILITY ES11T. REC. 80. 20120511000340 DELTA = 06116'58' RADIUS = 2041.50' \ , LENGTH = 217.92' �1J� /15 SEE SHEET 15 OF 23 L./7-0oh f/ S70'52'20"E (R) 34.50' S637 13.00 R 567' 21.5 66' X4 SEE NO U11UTY ESMT. REC. 60. 20120511000340 DELTA - 15'36'02. RADIUS = 1958.50' LENGTH = 533.26' UTILITY ESMT. REC. 60. 20120511000340 _1 SEGALE PROPERTIES .' , A LIMITED LIABILITY COMPANY COMMERCIAL * INDUSTRIAL * AGRICULTURAL * NATURAL RESOURCES P.O. BOX 86028 * TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C' ` TUKWILA, WA. 98188-4798 T 206 575-2000 • F 206 575-1837, WWW. SEG ALEPROPERT IES. COM /' N City of Tukwila Department of Community) Development 6300 Southeenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 4313666 E�nall: tukplankplukwila.wa.us CITY OF TUKWILA FILE NO. L17-0068 // / / 05, TOTAL CURVE DELTA = 35'39'23" RADIUS = 1187.92' LENGTH = 739.27' N 3 vi • w N m O � z _I 1,'i II t l� FDT-8 1,1 lil 11 N I I ,I w0 z1 I I I ,C;23.12 I II l Wo o'N r 40' X 40' ACCESS ESV1. 40' X 40' ACCESS E5M T. DELTA = 89'12'47" RADIUS = 6000' NOTE 17 /SEE NOTE #7 IF/ -,I 20' U➢LITY ESM1. ( 1 LENGTH = 93.42' J 15'FRONT YARD SETBACK 1 — tL54' Ippl - - - fa .iI 922Z .iS'- 7 •(1024.15' KENT R.O.S.wvna r T - I r 112.1° S 89'S3'S0" W 1022.81' CALL. S. 200TH ST. VOLUME PAGE SHEET 14 OF23 . 2:L Deve;opn-n1 FDT-6 2s.aT CALL. 29.91. 1 EXISTING PUBLIC RIGHT-OF-WAY S 89'53'501 W 2649.02' 616 9T � 259 57 ,:*1) 77.06' 280.34" _ .1 15' FRONT YARD SETBACK 5 0T51'S6" E 20' 50577 ESMT ♦ "p 20' UTILITY ESMT.53.05" ♦�� � W N00'25'16"W / RA = 254h•n `O°e' tO- •♦ LENGTH = 353.528' "� RADIUS = 256.48' � N. �. 3.52' �^ 52 85' s 76,426 DELTA = 03'48'58" RADIUS = 7042.00' LENGTH = 469.02' STORM DRAINAGE FACILITY ES A.F.N. 20140530000825 [15' FRONT YARD SET84C T }I / , 40ACCESS rcuT •us 1372049052 DEL TA = 1226'45" I RADIUSLENGTH == 11258.87.904'2' /7•/ RJ ` 54 3/ g4 p5,439^ 11/21/17 • SEE NOTE 1' 7 142 • 1 •r �yN 0+ `7 107.13 S81'44'18"E TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W-M., CITY OF TUKWILA, KING COUNTY, WASHINGTON- 10' ROVER LINE ESMT. REC. NO. 19991213000323 DELTA = 29'58'28" RADIUS = 1013.00' LENGTH = 529.95' SEE SHEET 13 OF 23 DELTA = 58'08'02" RADIUS = 150.00' LENGTH = 152.19' 325.39 00 346.55, S 802T 24' E 20' URLIIY ESMT. x FDT-9 hJii% off.. 757• '6 h�/ DELTA = 16104'20" 0 5 19' a S 79'44'S0" E SEE SHEET 19 OF 23 100 00 49`?3 m z GRAPHIC SCALE 50 100 200 �;7i24909 DELTA = 75'34'28" RADIUS = 92.50' LENGTH = 122.0E S89'55'58"E SS> 106.59 SAT-5 NATIVE GROWTH PROTECTION ESMT. 4.76. 20130104000276 ARMY CORPS OF ENGINEERS COVENANT A.F.N. 20110603000425 8 DENOTES BRASS MON. IN CASE UNLESS OTHERWISE NOTED 100 ( 1N FEET ) t inch = 100 ft. SEE SHEET 15 OF 23 CALL. R=7042.06' L=557.88' R=7000.00 i- .89��3'S0� 588,28' N 8953'S0' E .I—..—. €---,------ 556.88' _ -�_ C15 FRONT YARD SETBACK • II 40' X 40' ACCESS ESMT. SEE NOTE # 7 i 00 JOHNSON CREEK FEMA 100 YR. FLOOD ZONE SEE NOTE 1 6 _'27J09_ 5 SEE SHEET 18 OF 23 SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL "INDUSTRIAL • AGRICULTURAL ' NATURAL RESOURCES P.O. BOX 88028 • TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C' • TUKWILA, WA. 98188- 798 T 206 575-2000 • F 206 575-1837 WWW.SEGALEPROPERTIES.COM SEE SHEET 14 OF 23 ;122'149' ;:, City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431.3670 FAX (206) 4313665 E-mail: tukplanittukwlla.wa.us CITY OF TUKWILA FILE NO. L17 0068 '01'' 4" W 380.18' a J� 00 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. SEE SHEET 13 OF 23 I j 12.2.110' 1024.15' I(ENT R.O.S. 20060607900015) S 200TH ST. _ ._ 1022.81' CALL. EXISTING PUBLIC RIGHT-OF-WAY 111.57' - - 616.97' '_; ,4 —r.l�.. 280.34' �11 20' UTILITY ESMT w T • V N00'25'16'W� �40' X 40' ACCESS ESMT. 7.11' SEE NOTE # 7 .._22049052 DELTA = 75'34'28" RADIUS = 92.50' LENGTH = 122.01' S89'55'58"E 5:52>o 106.59' ,TS SAT-5 NATIVE GROWTH PROTECTION ESMT A.F.N. 20130704000276 ARMY CORPS OF ENGINEERS COVENANT A.F.N. 20110603000425 11/21/17 C322'r49l-2v FDT-6 DELTA = 03'48'58" RADIOS = 7042.00' LENGTH = 469.02. UTILITY BUT. 6E9'. 940. 10720511G00340� f DELTA = 0606'58" RADIUS = 2041.50' LENGTH = 217.92' maz 20' WE UR07Y E0A1. IS' FROSETBNT it 115 UBUTY ESMT. REC. 40. 20120511000340 --Ai STORM DRAINAGE FACILITY ESMT' 1 A.F.N. 20140530000825 S40p2p2`Wy I it N- 25.54' 1 L [15' FRONT YARD SETBACK 1' CgIC. 24 g� R`C°x' R�2.DD' - - v L 557 88' R=7000 00 -- .892' 588.26' N 89'53'50" E c _ _ _ 556.88' -—— - —� ___ +�... t15' FRONT YARD SETBACK �` --- / '"— 2-r�_ DELTA = 02'55'50" { < - \ RADIUS = 6958.00'/ LENGTH = 355.88' JOHNSON CREEK FEMA 100 YR. FLOOD ZONE SEE NOTE # 6 SEE SHEET 18 OF 23 100 FDT-5 SEE NOTE L 6 SEE NOTE / 10 3 ^I o^ O 0 of zl UTILITY ESMT. 1! % REC. 90 20120511000340 12 1> �z [VOLUME PAGE SHEET 15 OF 23 P7C .iVE I: V 21 2011 COMM LI:1't/ Development ISEE SHEET 12 OF 223 5'1 5'I r'-15' FRONT YARD SETBACK UTILITY ESMT. REC 99. 20120511000340 4/111.11Y ESMT. V-- REC. NO. 20120511000340 525•44•33"E 2756 REC 2b880' 2,Lc. 7 p7 1=226.25' R=/000.00 -.22G'39i. SEE SHEET 16 OF 23 WESTERLY EDGE OF A 10' ACCESS ESMT. A.F.N. 20150616000300 FDT-4 E�, z" ,,;",,,` DENOTES CENTURYLINK ESMT. REC. NO. 20141002000498 DENOTES COMCAST ESMT. REC. NO. 20141121001572 DELTA = 01'11'42" RADIUS = 7042.00' LENGTH = 146.88' 10 25' STORM DRAINAGE FACILITY ESMT. A.F.N. 20140530000825 j- 15' FR2-,YARLFTRACK \ �\ S 83'41'05" �- ---- --- 83'41505.8 . _ -_-- S ' S 83'41' 655.205°6' E 05" \ UY.LITY ESMT. RES:. N0. 20120511000340 S 70244 £ ._ JOHNSON CREEK FEMA WOOER. FLOOD ZONE SEE NOTE N 6 \\\ 0 DENOTES BRASS MON. IN CASE UNLESS OTHERWISE NOTED GRAPHIC SCALE 50 100 200 400 ( IN FEET ) 1 inch = 100 ft.. L./7- ooiv, 022204:01[ ��`SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL • INDUSTRIAL • AGRICULTURAL • NATURAL RESOURCES P.O. BOX 88028 • TIMW,LA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C' • TUKWILA, WA. 98188-4798 T 206 575-2000 • F 206 575-1837 WWW.SEGALEPROPERTIES.00M SEE SHEET 18 OF 231 City of Tukwila Department of Community Development 8300 Southeenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 4313665 E-mail: tukplan@tukwlla,wa.ua CITY OF TUKWILA FILE NO. L17-0068 12i204n01' WESTERLY EDGE OF A 10' ACCESS ESMT. A.F.N. 20150616000300 FDT-4 DELTA = 01'11'42" RADIUS = 7042.00' LENGTH = 146.88' 15' FRONT YAROSEIBACK S 83'41'05" f 14.04' 505.88' I8'-- 10 -I 25' STORM DRAINAGE FACILITY ESMT. A.F.N. 20140530000825 S 83'41'05" E ►41''05" E .224,94 S792 443 655.26' 022214-53 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. 511 / 1 ' DELTA = RADIUS = LENGTH = N10 S ,4.0'0 I u 4b gg, E LA' z a SEE SHEET 12 OF 23 I r�DELA = 31'10'24" RADIUS = 250.00' LENGTH = 136.02' 20'52'12" 106.50' 38.79" • DEL IA = 114104 58" RADIUS = 170.00' -� LENGTH = 338.49' N 0213'35* E 20.21' RIVER PROTECTION ESMT. REC. N0. 6182821 RELOCATED 0.H.WM. SUMMER OF 2014. ( ACTUAL. 0.H.W.M. IS AT ELEV. 14' +/- DATA SHOWN FOR MATHEMATICAL CLOSURE PURPOSES ONLY. ) RIVER PROTECTION ESMT. REC. 60. 20150616000300 Os�'if \DELTA = 52'33'05" RADIUS = 75.00' 09�� \ LENGTH = 66.79' �7 \ 1jii SS , ..a., • �VFR s55� �71Jc SAT-4 022204906' \D' LTA = 08'05'52" \ f RADIUS = 872.50' \LENO.TH = 123.31', \ aS 86'36'33: E — To 42242.441415.... NrErce'48. E _ S 89'48'04" E ^ S8a0'25" 29.69' E DELTA 071616' RADIUS 750.00' "-RADIUS LENGTH 95.18' 362. /5'{ROVT a 2OO 4 4 r ST 1=346.33 • ion=175.24� ,9559 C DELTA = 06'1332" 004 Og �►r �� RADIUS = 616.95'ti� .10 7^, LENGTH = 67.04' YARD SETBACK `�8 34' ' IJ2.48'`��.. ��. 11 — -- 221.89 _ 26"ti NT6'1B 1 FDT-5 SEE NOTE # 6 SEE NOTE 9 10 SEE SHEET 17 OF 23 100 0 50 A=2134'07 R=920.00 N 69 40 DELTA = 26'48'03" RADIUS = 625.00' - LENGTH = 292.3.5' RIVER PROTECTION ESMT. REC. 60. 20150616000300 S 01'36'33" E 12.71' DELTA = 17'59'37" RADIUS = 438.50' LENGTH = 137. 71' S 16'23'04" W DELTA = 19'54'28" RADIUS = 182.00' LENGTH = 63,24' SEE NOTE 9 4 WESTERLY EDGE OF A 10' ACCESS ESMT. A.F.N. 20150616000300 GRAPHIC SCALE 100 200 ( IN FEET ) 1 inch = 100 ft. 32.3'' 400 10'2112 E. 5 49u FL00DWAY ESMT. A.F.N. 9705231407 VOLUME PAGE SHEET 16 OF 23 w. 1,:1 21 21111 C'C^1T Cove! L...,, Tyt OPEN SPACE TRACT 1 TOTAL CURVE DELTA = 44'57'51" RADIUS = 750.00' LENGTH = 588.58" 18' TRAIL ESMT. REC. 90. 20150716000578 $ DENOTES BRASS MON.IN CASE UNLESS OTHERWISE NOTED ' SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL •INDUSTRIAL " AGRICULTURAL • NATURAL RESOURCES P.O. BOX 88028 • TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C' • TUKWILA, WA. 98188-L798 T 206 575-2000 • F 206 575-1837 WWW.SEGALEPROPERTIES. COM DELTA = 75'00'OS° RADIUS = 75.00' • nw I FNf.TH = fiF JO' •• •▪ \ ! S 78.4025" ! SEE NOTE 16 SEE NOTE 110 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 Email: tukplan@tukwile.wa.us CITY OF TUKWILA FILE NO, L17-0068 DELTA = 01'11'42" RADIUS = 7042.00 LENGTH = 146.88' FRONT YARD SETBACK 25' STORM DRAINAGE FACILITY ESMT A.F.N. 20140530000825 — _ 5 83'41.05T E — — --1 14.04' \v .�.�...�:1.8: �83:1bS E n- ---I 505.88_--" S 8341'05" E .. „ ::'41.02 �. DELTA = 114'04'S8" � • ��• \ \ 1tt5� RADIUS = 170.00' J • `N, A�V�� N 'IOgSjJ S�2y' LENGTH = 338.49 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. L=346.33 Tan=17524�r� 39 _ 07" N695•) 000340 S797-,4 .� `•• ARz 920.00 AI�� �� DELTA = O6'13 32" - 362 pg� RADIUS = 61656' j 324 LENGTH = 67.04' 15'FgOYT YARD SF` 23" iBACK ��- 13248'• F8'�34�05�€ 1p� N15• F,_ + \ • �1� . \ DELTA = 08'01757 e RA81U5 = 872.50' 32220490i+ \LEN = 123..3I'J, \ �. N 02'1S35" E SAT-4 o. /j \ I81 1' 184.3 �. . S 86'36'33 �E S 89'48'04" E �_• _-- - - 55A9, 61'p6 N- in RD-2 STORM DRAINAGE FACILITY ESMT. REC. 50. 20140530000825 1055.57' 655.26' 460.59' S 892202"-'E S. 200TH ST. RIVER PROTECTION ESMT. REC. 60. 20150E16000300 CUL DE SAC ESMT. REC. N0. 9705231406 KING CO. DRAINAGE DIST. # 2 061956" W S. 204TH ST. S 89'19'53" E 818.22' 11/21/17 832.69' 100 alAs 42.36' FDT-5 DELTA = 26'48'03" RADIUS = 625.00' LENGTH = 292.35 RIVER PROTECTION ESMT. REC. 90. 20150616000300 N7600,,,,„ (R)I S 0136'33" E DELTA = 17'59'31" RADIUS = 438.50' �. LENGTH = 137.71' S 16'23'04" W 32.361-- DELTA = 19'54'28" RADIUS = 182.00'// LENGTH = 63.24' SEE NOTE 14 WESTERLY EDGE OF A 10' ACCESS ESMT. A.F.N. 20150516000300 6864 _ 18' TRAIL ESMT. REC. N0. 20150716000578 • ' 4,3 • 441 Q • 224.40' 4 DELTA = 14'36'19" RADIUS = 613.47'7 LENGTH = 156.38' GRAPHIC SCALE 50 100 zoo 00.74' f/ • VOLUME PAGE SHEET 17 OF 23 ifs.. pit i:YJ 21 2011 SEE SHEET 16 OF 231 DELTA 0716'16" RADIUS 750.00' V LENGTH 95.18' FL00DWAY ESMT. A.F.M. 9705231407 C I CC Z W 0 • Gcmyw1Ity Development j-- OPEN SPACE TRACT 1 f• � TOTAL CURVE DELTA = 44'57'51" • RADIUS = 750.00' • LENGTH = 588.58' ENERGY by PUGET � REC. NO.02012079 001114 4MT. y/ i/40 400 ( IN FEET ) 1 inch = 100 ft. 8 DENOTES BRASS MON.IN CASE UNLESS OTHERWISE NOTED 18' TRAIL ESMT. 12E0 00. 20150716000578 L/7—O6 f SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL INDUSTRIAL " AGRICULTURAL " NATURAL RESOURCES P.O. BOX 88028 ' 7080115, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C" TUKWILA, WA. 98188-4798 T 206 575-2000 • F 206 575-1537 WWW.SEGALEPROPERTIES.COM City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Tukwila, WA 98188 Telephone (208) 431.3670 FAX (206) 431.3665 E-mail: tukpian@tukwlla.wa.us CITY OF TUKWILA FILE NO. L17-0068 SEE SHEET 19 OF 23 0' UTILITY ESMT.--1 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.N., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. - 777, 2.20 " (1024.15 0E07 R.0.S. 20060607900015) 1022.81' CALC. 2649.02' i7 7M7 06' 40' X 40' ACCESS ESMT. J SEE NOTE g 7 (l i I/ 11.54 i201 L SEE SHEET 15 OF 23 L STORM DRAINAGE FACILITY ESMT 02• 540,02 8, A F.N. 20140530000825 25,54 . 15' FRONT YARD SETBACK 2'5•7I' CALL 24 oS E.,V S. 200TH ST. EXISTING PUBLIC RIGHT-OF-WAY +. S 07'57'56' E 53.05' r � Z 03'7049393 M N 280.34 _R, 20' UTILITY ESMT N00'25'16"W 7.11' 7322049092 DELTA = 75'34'28" RADIUS = 92.50' LENGTH = 122.01' ▪ 589'55'58"E SS). 106.59' J7 SAT/-5 NATIVE GROWTH PROTECTION ESMT. A.F.N. 20130104000276 ARMY CORPS OF ENGINEERS COVENANT A.F.N. 20110603000425 JOHNSON CREEK FEMA 100YR. FLOOD ZONE SEE NOTE # 4 1073.60' S 89'46'09" W S OO17'32" E 111.67' 'I- 40' X a0'ACCESS ESMT. SEE NOTE # 7 DELTA = 88'50'16' RADIUS = 124.00' LENGTH = 192.26' DRAINAGE TRACT PER KING CO. COURT CAUSE NO. 47302 00 1640.07' N00'30'37'W 30.00' R= 7042A0' v L=557.88' R_7-- -- 000.00 • n N.8 5 50"' 588.28' N 89'53'50" Ev , �..1.. �,... 556.88' - — — ,.. �' ' — — _ T- 5' FRONT YARD SETBACK 1114. DELTA = 02'55'50' RADIUS = 6958.00' LENGTH = 355.88' JOHNSON CREEK FEMA 100 YR. FLOOD ZONE SEE NOTE # 6 S 8920'35" E 781.91' JOHNSON CREEK FEMA 100YR. 6070FLOW ZONE SNOTE SEE g 6 RD-2` STORM DRAINAGE FACILITY ESMT. REC. 140. 20140530000825 5 89'07'48" E 173.15' GRAPHIC SCALE 0 50 100 I00 ( IN FEET ) 1 inch = 100 ft. JOHNSON CREEK FEMA 100YR. FLOOD ZONE SEE NOTE N 6 17.74' 3.37' , `F 989'0.62 E ' NaO3 6 �3^E N85'39 22"F� KING CO. DRAINAGE DIST. # 2 603.85' VOLUME PAGE SHEET 18 OF 23 " 77:f 4YT, 2. 2017 E„T,', "� DENOTES CENTURYLINK., SA�17j, i7 REC. NO. 2.01410020',0.8;;,.c,.nt DENOTES COMCAST ESMT. REC. NO. 20141121001572 UTILITY ESMT. REC. 140. 20120511000340 .44' 33"E 27.6 - 568't7; 2�p�C. 27 Ot REC. L=22625' q7 80 . R 7000. 52500 DELTA = 01'11'42" RADIUS = 7042.00' LENGTH = 146.88' 15' FROR_'T TAR' • . S 8='41'05" E FDT-5 SEE NOTE 8 6 SEE NOTE A 10 UTILITY ESMT. REC. 60. 20120511000340 JOHNSON CREEK FEMA 100YR. FLOOD ZONE SEE NOTE # 6 SOUTH LINE OF N.E. 1/4, S.E. 1/4 SEC. 3 400 0 DENOTES BRASS MON. IN CASE UNLESS OTHERWISE NOTED • 286.33' / I SEE SHEET 17 OF 23 I S 88'18'13" E S 88'18'13" E E STORM DR. REC. N0. 1055.57' KI N 89'19'56" W S. 5 89'19'5 SEGALE PROPERTIES . LIMITED LIABILITY COMPANY COMMERCIAL ' INDUSTRIAL ' AGRICULTURAL • NATURAL RESOURCES P.O. 60X 88028 " TUKWILA, WA. 98138-2026 5811 SEGALE PARK DRIVE "C' " TUKWILA, WA. 98188-A798 T 206 575-2000 " F 206 575-1837 WWW.SEGALEPROPERTIES.COM City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431.3670 FAX (206) 4313665 Email: tukplan(gitukwila.wa.us CITY OF TUKWILA FILE NO. L17-0068 4" 11/21/17 100 TUKWILA SOUTH - PHASE 7 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COU TY, SHINGTON. KI 62' DELTA = 8912'47" ' RADIUS = 60.00' it LENGTH = 93.42" TOTAL CURVE DELTA = 35'39'23" RADIUS = 1187.92' LENGTH = 739.27' r„, 0°ti G`ti0 ",. N89'14'58"W 21' 30.51' NOT A PART N35'27.23 W 5.44 / i //5•i / N66'14'I3"W 17.16' N78'31'19"W 1 28.37' Y.fi? 3 05 oq z -1 \.1T-26.47' CALC. 29.91' - 32.0ST' i • moo./ / DELTA = 78'S8'22" / RADIUS = 256.48' LENGTH = 353.52' 40' 0 40' ACCESS ESMT SEE NOTE # 7 03920491 92 /J/ , I DELTA = = 12'26'45" O•/ '-RADIUS 7187.92' LENGTH = 258.04' -.- / 5//_9g0543gYE r--- ,8 A‘ `L N17'25'24"E 23.21' 5 2" DELTA = 16'04'20" RADIUS = 1187.92' LENGTH = 333.22' DELTA = 18'56'51' RADIUS = 1240.42' LENGTH = 410.21' f N29'25'43"E 27.32' . i3 S81'44'18"E THIS PORTION OF S. 204TH WAS CALCULATED a• •R, USING AN UNRECORDED SURVEY BY SPROUT ENGINEERING Oaf ,5�6 DATED 1990 P'� DELTA = 128'35'17" Jam( 2�y ; •('/ -/ _ RADIUS = 63.89' LENGTH = 143.39' [VOLUME PAGE SHEET 19 OF 23 (.Jt1 21 201 SEE SHEET 14 OF 23 40' 0 40' ACCESS ESM1. SEE NOTE 4 7 I,(J�/ f 20 UTILITY ESMT - r- IS' FRONT YARD SETBACK 921 20 7 5 89'53'50" W S 89'53'50" W 2649.02' _ 47. �_ 259.57' L J115' FRONT YARD SE1BAj } 20' UTILITY ESMT. L) `v�jrb V6 FDT-9 4, 7u SAT-5 NATIVE GROWTH PROTECTION ESMT. A.F.N. 20130104000276 ARMY CORPS OF ENGINEERS COVENANT A.F.N. 20110603000425 TOTAL CURVE DELTA = 93'211'45" - RADIUS = 53.20' LENGTH = 86.69' - - GRAPHIC SCALE 50 100 200 DELTA = 2013'02' RADIUS = 53.20' LENGTH = 27.73' 9 2 77.06' S 07'51'56' 53.05' 0.4 549093 1073.60' S 89'46'09' W 1073.60' DRAINAGE TRACT PER KING CO. COURT CAUSE N0. 47302 973 07' 0' - •00 ( IN FEET ) 1 inch = 100 ft. 0 V N S. 204TH ST. E S 89'46'09"'46'09' W 790.16' CALC. 790.08' R.O.S. 0 DENOTES BRASS MON. IN CASE UNLESS OTHERWISE NOTED L/% DDT 8'/ COmmd I'v OwEISji,.:cnr SEE SHEET 18 OF 231 SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL • INDUSTRIAL ' AGRICULTURAL ' NATURAL RESOURCES P.O. BOX 88028 • TUKWILA. WA. 98138-2028 5811 SEGALE PARK DRIVE 'C' • TUKWILA, WA. 98188-k798 T 206 575-2000 • P 206 575-1837 VAVW.SEGALEPROPERTIES.COM City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan@tukwlla,wa,ue CITY OF TUKWILA FILE NO. L17-0068 PARCEL 022204-9008 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. THAT PORTION OF THE NORTHWEST QUARTER OF THE NORT WESTQUAREROF SECTION2, TOWNSHIP 22 NORTH RANGE EAST, W.M. LYING EASTERLY OF THE EASTERLY RIGHT OF WAY MARGIN OFP.RIMARYSTATE HIGHWAY NO. 1, WESTERLYOF FRAGER ROAD (MESS COUNTY ROAD AO. 76), SOUTHERLY OF THE WORTH LINE Of SAID SECTION 2 AND NORTFERLY OF THE FOLLOWING DESCRIBED UNE: BEGONING AT THE NORTHWEST CORNER OF SAID SECTION2 THENCE SOUTH8r 59'06' EAST ALONG THE NORTH LINE OF SAID SECTION, TO THE WESTERLY MARGIN OF FRAGER ROAD (MESS COUNTY ROAD NO 76); THENCE SOUTHERLYALONG SAID MARGIN SOUTH OP 53'23"EAST, 1528 FEET; THENCE CONTNUNG SOUTH ALONG SAID MARGIN. ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 1,78000 FEET, THROUGH CENTRAL ANGLE OF 06' 101( , AN ARC D15TAACE OF 191,75 FEET TO THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 72' 37' 15' WEST 338.36 FEET, THENCE SOUTH 57' 55'05' WEST320.85 FEET; THENCE SOUTH 73' 44' 15' WEST206.18 FEET; THENCE SOUTH 17' 47'50' WEST250.67 FEET; THENCE NORTH 45' 27' 10' WEST TO THE SOUTHEASTERLY RIGHT OF WAY MARGIN OF PRIMARY STATE HIGHWAY Kt 1, AND THE TEIa1IMIS OF SAID LINE, EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUMILA BYDEDICAIIONOF R1Gh7.OFAWAY DEED RECORDED MEP RECORDING NO. 2012/130032219: SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON (BEING A PORTION OF SENSIDYE AREA TRACT (S4T3)ANDA PORTION OF LOTS 0640 36, OF THE PRELIMINARYPLAT OF TUKWILA SOUTH) PARCEL 022204-9011 PARCEL 'POFCITY OF TUKWBA BOUNDARY LINE ADJUSTMENT NO. L76-0046, RECORDED UNDER RECORDING NO.2016102490000( (BEING TRACTSAT4, APORTK)N OF OPEN SPACE TRACT2. A PORT/ON OFLOTS /9, 833, AND ALL OF LOTS 208 21 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) SITUATE IN THE CITY OF 11904LA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 022204-9015 A PORTION OF GOVERNMENT LOT 8IN SECTION 2. TOWNSHIP 22 NORTH. RANGE EAST, WM., DESCRIBED AS FOLLOWS PARCEL 'A' OF CITY OF TUKWLA BOUNDARYUNEADJUSTMENT NO. L 12-011 AS RECORDED UNDER KING COLNTYRECORDING NO. 20130108900003. SITUATE INTHE CITY OF TUK'MLA, COUNTY OF KING, STATE OF WASHINGTON (BEING ALL OF OPEN SPACE TRACT 1, ALL OF RESERVEORAINAGE TRACT 2. ALL OF PRIVATE ROAD ACCESS TRACT 2, A PORTION C LOT 26, AND ALL OF LOTS 22,13, 24 B 250E THE PREUMINARYPLAT OF TUMMLA SOUTH) PARCEL 022204-9033 THAT PORTION OF GO VERNMENTLOTS 10AWN IN SECTION 2, TOWNSHP 22 NORTH RANGE 4 EAST, WIN., DESCRIBED AS FOLLOWS' BEGINNING AT APOINT ON THE WEST LINE OF SAID SEC NON 2, FROM WHICH THE NORTHWEST CORNER OF SAID SECTION BEARS NORTH 01' 55' 10' WEST, A DISTANCE OF 217.06 FEET, THENCE, ALONG SAID WEST LINE, SOUTH O1".5' 70 EAST343.94 FEET,; THENCE NORTH 88' 04' 50 EAST, 181.50 FEET THENCE SOUTH 01.5510'EAST34790FEET TO THE NORTH LANE OF THAT CERTAIN TRACT OF (AND CONVEYED TO JISEPH GLNTER UNDER KING COUNTY RECORDING / 0.3526997; THENCE SOUTH 89' 38' 20'EAST, ALONG SAID NORTH UN_, AND THE SAME PRODUCED TO THE WESTERLY BAN( OF GREEN RIVER; THENCE NORTHERLY AND EASTERLY, ALONG SAG RIVER HANK TO THE NORTH LINE OESAID SECTION2; THENCE NORTH 89' 03' 20' WEST, ALONG SAIO NORTH LINE. T0A POINT FROM WHICH 7HE NORTHWEST CORNER OF SAID SECTION BEARS NORTH 89' 03' 20' WEST, A DISTANCE OF 1,314.12 FEET; THENCE SOUTH 77' 1920'EAST, 26.06 FEET: THENCE SOUTH 15' 04' 10' WEST311.46 FEET; THENCE SOUTH 88' 33' 10' WEST 198.77 FEET; THENCE NORTH02' 4145 EAST 140.14 FEET, THENCE NORTH 72' 37' 15" WEST373.20 FEET; THENCE SOUTH 57' 55' 05' WEST 320.85 FEET; THENCE SOUTH 73' 44'00' WEST 268.18 FEET; THENCE SOUTH 17' 47 60" KES725.67 FEET; THENCE NORTH45' 27' 10' WEST 549.48 FEET, TO THE PUNT OF BEGINNING; EXCEPT TH4TPORT ON THEREOF LYING 9ESTERLYOF THE EASTERLY MARGIN OF FRAGERRO40, TOGETHER WITH THAT PORTION OF GOVERNMENT LOTTOINSECTION 2, TOWNSHP22 NORTH, RANGE 4 EAST, W.M. LYING EASTERLY OF FRAGER ROAD, WESTERLY OF THE WESTERLY BANK OF THE GREEN RVER AND SOUTHERLY OF THE EASIERLYOREN610NOF THE NORM LINE OF THAT CERTAIN TRACT OFLAND CONVEYED TO JOSEPH GUNTER UNDER KING COUNTY RECORDING NO.352997; S7U4TE INTHE CITY OF TUI0MLA COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF OPEN SPACE TRACT2, AM)A PORTION OF LOTS 13, 14, 15, 16, 17. 18819 OF THE PRELIMINARY RAT OF TU(WOA SOUTH) PARCEL 022204-9037 THAT PORTION OF GOVERNMENTLOTS 10AND 11 IN SECTION 2 TOWNSHIP 22 NORTH, RANGE 4 EAST, WM, DESCRIBED AS FOLLOWS' BEGINNNG ON THE NORTH LINE OF SAID SECTION, AT POINT SOUTH89' 03' 2P EAST, 1,314.12 FEET Rau THE NORTHWESTCOMER THEREOF; THENCE SOUTH 77 ° 19 20' EAST 269.06 FEET; THENCE SOUTH 15' Of 10' WEST 311.46 FEET: THENCE SOUTH 88.33'10' WEST 198.77 FEET; THENCE NORTH 02' 41' 45' EASTM0.14 FEET' THENCE NORTH 72' 37' 16 WEST TO THE EAST LINE OF THE40 FOOT COUNTY ROAD, AS ESTABLISHEDAND USED ONAPRA. 30, 7951 FRAGER ROOD' THENCE NORTHERLY ALONG SAID EASTERLY ROAD LINE TO THE NORTH LINE OF SAID SECT/ON: THENCE EAST ALONG SAID NORM SECTION LINE TO THE POINT OF BEGINNING; EXCEPTTHATPORTION THEREOF LYING SOUTHERLY AND EASTER.YOF THE FOLLOMAG DESCRIBED LINE BEGINNING ON THE EASTERLYL/AE OF SAID TRACT, ATAPOINT 164.83 FEET SOURIERLYOF THE AIRTHEAST COROERTIEREOF; THENCE NORTH 74° 01' 20' KES796.81 FEET; THENCE NORTH 67' 09' 20' WE57131.54 FEET; THENCE SOUTH05° 44' 15' WEST 225.46E6E7 TO THE SOUTHERLY LINE OF SAID TRACT AND THE TERMINUS OFSAID LRE; AND EXCEPT THAT PORTION, IF ANY, LYING WITHIN FRAGER ROAD, SITUATE IN THE CRY OF TUKW4,A COUNTY OF KING STATE OF WASHINGTON. (BEING A PORTION OF LOTS 16 6170F THE PRELIMINARY PLAT OF RIKWILA SOUTH) PARCEL 022204-9040 THAT PORTION OF GOVERNMENT LOTS 70AND 111N SECTION 2, TOWNSHIP 22 NORTH RANGE EAST, W.M., DESCRBED AS FOLLOWS: BEGINNNG ATA POINT ON THE NORTH LINE OF SAID SECTION, FROM WHICH POINT THE NORTHWEST CORNER THEREOF BEARS HDRTH 89' 03' 20' WEST, A DISTANCE OF 1,314.12 FEET; THENCE SOUTH 77' 1920'EAST, 269.06 FEET; THENCE SOUTH 15' 04' 10"WEST, 164.83FEET TO THE POINT OF BEGINNING: THENCE CONTINUING SOUTH 15'04' 10' WEST 146.63 FEET, THENCE SOUTH 88' 33' 10' WEST 198.77 FEET' THENCE NORTH05' 44' 15'EA0T225.48 FEET; THENCE SOUTH 67' 09' 20'EAST,, 131.54 FEET: THENCE SOUTH74' 01' 20"EAST 9681 FEET TO THE TRUE POINT OF BEGINNING; EXCEPTING THEREFROM ANY PORTION OF FRAGER COWRY ROAD, IF ANY. THAT LIES WITHIN THE LAND IEREINABOVE DESCRIBED; SITUATE IN THE CITY OF TUKWILA, COUNT' OF KING STATE OF WASHINGTON. (BEING A PORTION OF LOTS 16 817 OF THE PRELIMINARY PLAT OF TUKWAA SOUTH) PARCEL 022204-9043 PARCEL 'D' OF CITY OF TUKWILA BOINDARYUIE AQIUSTMENT NO. L160046 RECORDED UNDER RECORDING NQ 20161024903001, SITUATE IN THE CITY OF TUKWILA, COUNTY OF TONG, STATE OF WASHINGTON. (BEING A PORTION OFSENSITNE AREA ERA CT3 (S4T3) AND A PORTION OF LOTS 1617, 18,19, 38 AND 36 OF THE PREUMINARYPLAT OF TUKWILA SOUTH) PARCEL 022204-9057 PARCEL OF CITY OF TUKWILA 60LNDARYLINE ADJUSTMENTNO. L160016, RECORDED UNDER RECORDING NO 20/61024900004) SITUATE INTHE CITY OF 11)1011LA, COUNTYOF KING, STATE CAA WASHINGTON. A PORTION OF SENSITIVE AREA TRACT 3 (S473) ANDA PORT/ON OF LOTS 19, 37AND 47, C THE FRELMNARYRAT OF TUKWILA SOUTFO PARCEL 022204-9061 VOLUME PAGE SHEET 20 OF 23 R7CEIVE: 21 2017 f3evei..� r.e-1t BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHP22 NORTH, RANGE 4 EAST, W.M., INKING COUNTY, WASHINGTON; THENCE NORTH 891632'WEST, ALONG THE EAST -WEST CENTERLINE OF SAID SECTION, 458.W FEET' THENCE NORTH 02'40'4TEAST 53.72 FEET TO THE PDINTOFBEGINNING; THENCE CONTINUING NORTH 02'40'47'EAS768.01FEET, THENCE NORTH 20'2453'EAST 88.72 FEET; THENCE NORTH 49'0702'EAST 82.00 FEET TO AN INTERSECTION WITH THE SOUTHWESTERLY MARGIN OF FRAGER ROAD; THENCE SOUTH 40'5258'EAST ALONG SAID SOUTHWESTERLYMARGIN,177,97 FEET TO A POINT ON CURVE FROM WN,CH THE RADIAL CENTER BEARS SOUTH 49°07'02' WEST 798.51 FEET, THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE CONCAVE 70 THE SOUTHWEST 93.58 FEET TO A POINT ON NONTANGENT CURVE FROM WHICH THE RADIAL CENTER BEARS SOUTH 84 3100' WEST40.00FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE CONCAVE TO TEE NORTHWEST,, 67.17 FEET THENCE NORTH 89'1632' WEST 190.00FEET TO THE POINTOF BEGINNING. TOGETHER WITH THAT PORTION OF VACATED FRAGER ROAD LYING ADJACENT THEREON PER CITY OF TUKIMI A ORDINANCE NO. 2239 SIT(YITEIN THE CITY OF N1FM(A, COUNTY OF KING, STATE OF WASHINGTON. (BEING APORTION OF SENSITIVE AREA TRACT 4 (SAT4) OF THE PRELIMIWTRYPLAT OF TUKWILA SOUTH) PARCEL 023900-0352 THAT PORTION OP GOVERNMENT LOT 6IN SECTION 3, TOWNSHIP 22 NORTH RANGE EAST, W.M. LYING EASTER.YOF 0M1114 ROAD SOUTH AS CONVEYED BY DEED RECORDED UNDER RECORDINGNQ 6616781, AND NORTH OF SOUTH 20077 I STREET: EXCEPT TIWTPORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO 962.187875 KM; (BEING ALSO KNOWN ASA PORTION OF LOTS 105 AA0106 NANGLE LAKE SHORE ACRES DMSION 2 UNRECORDED); SI7164TE/N THE CITY CO TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING APORTION 0FLOTS 35 AND 360F THE PRFIIMMSRYPLAT OF TUKWILA SGUM) PARCEL 032204-9006 PARCEL '8'OF CITY OF TUKWILA BOUNDARY LAVE ADJUSTMENT NO L16-0046, RECORDED UNDER RECORDING NO. 20161024990004. SITUATE IN THE On" OF TUKWLA COUJTYOF/ONG, STATE OF WASHINGTON. (BEING A PORT/ONOFLOTS 31, 33, 37AND47, AND ALL OF LOT 320E THE PREUMMARYRAT OF TLMWBA SOUTIO PARCEL 032204-9047 PARCEL 'C OFCNYOF TUKWILA BOUNDARY L AE ADJUSTMENT NO. L166016, RECORDED UNDER RECORDING ND 20161024900304 SITUATE INTHE CRY OFTUKPAI A, COUNTY OF KING, STATE OF WASHINGTON, (BEING A PORTION OF SENSITIVE AREA TRACT3 (SA73) ANDA PORTION OF LOT 370F THE PRELIMINARY FLAT OF TUKWAA SOUTH) • PARCEL 032204-9052 THAT PORTION OF THE NORTH HALF OF TE SOUTHEAST Y.OF SECTION 3, TOWNSHIP 22NOR7H, RANGE 4 EAST, W. M., DESCRIBED AS FOLLOWS' BEGINNING AT APOINT SOUTH 89' 11' 16' WEST 1,565. 33 FEET AND SOUTH 01' 11' 00' EAST 36552 FEET OF THE EAST QUARTER CORNER - THENCE NORTH 01.11' 00 WEST 171,01 FEET; THENCE NORTH I0' 39' 06 EAST 137.87FEET, THENCE NORTH 46' 52' 13' EAST 73.354 FEET; THENCE NORTH 89' 11' 06 EAST 144 FEET, MORE OR TESS. TO APOINT WNOI IS SOUTH 89° 11'06' WEST 1,34072 FEET AND SOUTH 01 ° 11' 00'EAST 30 FEET FROM EAST QUARTER CORNER; THENCE SOUTH Or 11' 0D'EAST 254 FEET; THENCE SOUTHWESTERLY 138FEET TO A POINT 120 FEET EASTOF THE POINT OF BEGINNING; THENCE SOUTH 89' 11' 06' WEST 120 FEET TO THE POINT OF BEGINNING; EXCEPT PORTION FOR ORILLIA ROAD AND SOUTH 209TH STREET AS DEEDED, CONDEMNED, OR ESTABLISHED BY EASEMENT AS OF AUGUST 1, 1999, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING APORT/OV OF LOTS 27AND 280F THE PREUMMARY PLAT OF TUKWILA SOUTH) PARCEL 032204-9090 THE WEST 160 FEET OF THE EAST 709,5 FEET OF THE SOUTH 240 FEET OF THE SOUTHEAST Y. OF THE NORTHEAST OF SECTION 3 TOWNSHIP 22 NORTH, RANGE 4 EAST, W,M.; EXCEPT THE WEST 20 FEET THEREOF; AND EXCEPT ANY PORTION OF THE COUNTY ROAD, IF ANY, THAT LIES 4MMN THE LAND HEREINABOVE DESCRIBED; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF KENT FOR ROAD RIGHT OF- WAYS BY DEED RECORDED UNDER KING COUNTY RECORDING N0. 9705281237 SITUATE IN THE CITY OF TUKYWLA, COUNTY OF KING. STATE OF WASHINGTON. (BEING A PORTION OF LOT32 OF THE PRELIMINARY PLA T OF TUKWILA SOUTH) PARCEL 032204-9092 THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHP 22 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS BEGINNING AT THE EAST QUARTER CORNER OF SAID SEC7ION3, TURNING )HENCE SOUTH 89' 11' 06' WESTALOAG THE NORTH LINE OF THE SOUTHEASTGUARTER OF SAID SECTION 3, ADISTANCE OF 723.80 FEET; THENCE SOUTH 01' 11'00'EAST 30 FEET TO THE TRUE POINT OFBEGIMNING; THENCE CONTINUING SOUTH01' 11'CD'EAS7300FEET; THENCE SOUTH 89' 11' 06' WEST, PARALLEL WITH SAID NORTH LINE, 220 FEET; THENCE NORTH 01' 11' 00' WEST 300FEET TO THE SOUTH LINE OF THE NORTH 30 FEET OFSAID SOUTHEAST QUARTER THENCE NORTH 89' 11' 06 EAST220 FEET TO THE TRUE POINTOFBEGINNNG SITUATE IN THE CITY OF7LKWIIA, COUNTY OFKING, STATE OF WA99AGTON. (BEING A PORTION OF SENSITNE AREA TRACT 5 (S475) AND APORTION OF LOT26 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 032204-9093 NEWPARCEL 'FEOFCITY OF TUKWILA BOUNDARY LINE AD/USTSWNTNUMBER L16i.075 RECORDED UADER RECORDING ND. 20170501900005 SITUATE IN THE CRY OF TUKW9A, COLNTYOF KING STATE OF WASHINGTON. (BFJAG APORTION OE SENSITNE AREA TRACT 5 (SA75) ANDA PORTION OF LOTS 26 27AND 28 OF THE PREUM1NARY PIA TOF TLKWNA SOUTH) ®'SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL .• INDUSTRIAL • AGRICULTURAL * NATURAL RESOURCES P.O. BOX 88028 • TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C' • TUKWILA, WA. 98188-4798 T 206 575-2000 • F 206 575-1837 WWW.SEGALEPROPERTIES. COM City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4314670 FAX (206) 431-3665 E'mall: tukplan@tukwlia.wa,us CITY OF TUKWILA FILE NO. L17-0068 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. PARCEL 032204-9100 THE WEST 37 RODS (6105 FEET) OF THE SOUTHEAST % OF THE NORTHEAST%. OF SECTION3 TOWNSHIP 22 NORTH RANGE 4 EAST, WM; EXCEPT THOSE THEREOF CONVEYED TONING COUNTY FOR ROAD PUtPOSESBYOEEDSRECOROED UNDER RECORDING NOS 1168064, 2751663, AND 501E7801 AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO 1, BY DEED RECORDED UNDER RECORDING NO.. 5191889 AND EXCEPT THAT PORTION LYING NORTHWESTERLY OF5IST PLACE SOUTH (ORILLIA ROOD SOUTH): AND EXCEPT THAT PORTION CONDEMNED BY THE CRY OF KENT, FOR RIGHT OF WAY IN KING COLINTY SUFERK)R COURT CAUSE A0. 98-2- 18787-5KM; SITWTEIN THE MY OF TUKWILA COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOTS 29 31, 32 33, 34 AND 35, ANDALL OF LOT 30 OF THE PRELIMINARY RAT OF TUKWILA SOUTI) PARCEL 262304-9065 THAT PORTION OF THE SOUTHEAST Y.OFTHE SOUTHWEST%OF SECTION 2a TOIMVSHP 23 NORM, RANGE EAST, WM., BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST% OF THESOUTHWEST 14 OF SECTION26; THENCE NORTH 87° 46' 5T WESTALONG ME SOUTH LINE OF SAID SOUTHEAST Y.OF THE SOUTHWEST 14 A DISTANCE OF 481.05 FEET TO THE WESTETLYMARGO, OF SOUTHCENTER THENCE CONTINUING NORTH 87' 45' 57' WEST ALONG SAID SOUTH LINE, A DISTANCE OF 680FEET, MORE OR LESS, TO PUNT ON UNE WHICH IS PARALLEL WITH AND 39.0 FEET NORTHWESTERLY OF THE CENTER ONE OF 19FOOTRAILR04D EASEMENT ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING N0. 6643573 AND THE TRUE POINT OF BEG INMNG; THENCE NORTH 16' 18' 55' EAST ALONG SAID PARALLEL LINE 92 FEET, MORE OR LESS. TO THE CENTER LINE 40FOOT DRAINAGE EASEMENT GRANTED TO THE STATE OF WASHINGTON BY INS1RULIENTRECORDED UNDER RECORDING NO. 6233538; THENCE NORTH 50° 38'37 WEST ALONG SAID DRAINAGE EASEMENT CENTER LINE 224 FEET, MORE OR LESS T01HE WEST LINE OF THE SOUTHEAST %. OF THE SOUTHWEST'% OFSAID SECTION 26; THENCESOUTHOO° 56'36' WEST ALONG SAID WEST LINE TO THE SOUTHWEST CORNER OF SAID SUBDIVISION THENCE EASTALOAG THE SOUTH LINE OF SAID SUBDIVISION TO THE TRUE RANT OF BEGINNING: TOGETHER WITH ALL RIGHTS /N THOSE CERTAIN 15 F00TEASEMENTSRESERVED IN DOCUMENTS RECORDED UNDER RECORDNG NOS. 7701860685940770105066; SITUATE IN THE CRY OF NKWAA, COUNTY OF KING. STATE OF WASHINGTON. (BEING APORTIONOF SENSITIVE AREA TRACT 1 (SATI) AMA PORTION OF NONEWILDABIE TRACT I (NBT7) OF THE PREL8ON4RYPLAT OF TUKWILA SOUTH) PARCEL 352304-9009 THAT PORTION OF THE NORTHEAST %OF THE NORTHWEST Y. OF SECTION 35. TOWNSHIP 23 NORTH, RANGE 4 EAST W M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST 54 OF THE NORTHWEST %.; THENCE NORTH 87' 45' 57' WEST, ALONG THE NORTH LINE OF SAID NORTHEAST % THE NORTHWEST 144, A DISTANCE OF 481.05 FEET TO THE WESTERLY MARGIN OF SOUTHCENTER PARKWAY AND 771E TRUE POINT OF BEGINNING; THENCE SOUTH 11' 59' 33' EAST, ALONG SAID WEST MARGIN, A DISTANCE OF 41.27 FEET; THENCE NORTH 87' 45' 57° WEST A DISTANCE OF 229.11 FEET; THENCE SOUTH 42° 30' 27' WEST A DISTANCE OF 895.97 FEET; THENCE SOUTH 52' 44' 03' EAST TO THE SOUTH UNE OF THE NORTHWEST % THE NORTHEAST %OF THE NORTHWEST % OF SAID SECTION 35; THENCE WESTERLY, ALONG SAID SOUTH LINE, TO THE EAST LINE OF THE NORTHWEST % OF THE NORTHWEST 'A OF SAID SECTION 35; THENCE NORTH 01' 49' 41' EAST, ALONG SAID EAST LINE, TO THE NORTHEAST CORNER OF SAID NORTHWEST 0 4 THENCE SOUTH 87* 45'57'EAST, ALONG THE NORTH LINE, OF SAID NORTHWEST' A DISTANCE OF 831.10 FEET TO THE TRUE POINT OF BEGINNING: EXCEPT THAT PORTION OF SAID TRACT LYING WITHIN THE BOUNDARIES OF CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. BLA-8-79, RECORDED UNDER KING COUNTY RECORDING N0. 7908230752; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 1(SAT1) AND PORTION OF NON -BUILDABLE TRACT 1 (NBT1) OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9013 PARCEL 'A' OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L16-0070 RECORDED UNDER RECORDING 710. 20170605900032. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON (BEING A PORTION OF SENSITIVE AREA TRACT 2 (SAT2), A PORTION OF RESERVE DRAINAGE TRACT 1(RD7) AND A PORTION OF LOTS 40, 41 AND 42 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9015 NEW PARCEL 'A' OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L150005 RECORDED UNDER RECORDING NO. 20150318900001, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 2 (SAT2), A PORTION OF LOTS 3, 4. 5, 8, 39, 40, 41 AND 42 AND ALL OF LOT 8 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9016 THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 87' 59'06' EAST ALONG THE SOUTH LINE THEREOF 507.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 87' 59' 06' EAST 328.00 FEET; THENCE NORTH 16' 56' 40° EAS7282.12 FEET; THENCE NORTH 47° 1 i' 3T WEST TO THE EASTERLYRIGHT-OF-WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1; THENCE SOUTHERLY ALONG SAID MARGIN TO A POINT AT ITS INTERSECTION WITH THE NORTHEASTERLY LINE OF THAT CERTAIN TRACT OF LAND PREVIOUSLY CONVEYED BY DEED RECORDED IN VOLUME 1522 OF DEEDS, PAGE 528, UNDER KING COUNTY RECORDING NO. 2722034; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID TRACT TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEDICATION OF RIGHT-OF-WAY DEED RECORDED UNDER RECORDING NO. 20150718000577, BEING A RE-RECORDING OF 20130916000016; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SA73), A PORTION OF LOT 460F THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9017 THAT PORTION OF GOVERNMENT LOT 7. SECTION 35, TOWNSHIP 23 NORTH( RANGE 4 EAST, W. M., DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY MARGIN OF COUNTY ROAD IN GOVERNMENT LOT 7, IN SAID SECTION AT A POINT' SOUTH 69° 03' 20°EAST 1,656.75 FEET AND NORTH 00° 58' 40' EAST 1,048. 79 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 35; THENCE SOUTH08' 13' 05' EAST 36.70 FEET; THENCE SOUTH 19' 59' 25°WEST 520.10 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 73' 05' 40' EAST 233.32 FEET THENCE NORTH 16' 29' 55' EAST 374.00 FEET; THENCE NORTH 65' 02' 38' WEST 211.14 FEET TO A POINT WHICH BEARS NORTH 19' 59' 25' EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 19° 59' 25' WEST 420.10 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT9 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) VOLUME PAGE SHEET 21 OF 23 PARCEL. 352304-9025 THAT PORTION OF THE NORTHWEST QUARTER OF THRE NORTHWEST QUARTER OF SECTION 35, TOWNSIBP 23 NORTH, .RANGE 4 EAST, W.M., DESCRIBED AS L-0LLOWS; BEGINNING AT THE NORTHEAST CORNER OF T840 NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35; THENCE SOUTH01' 49'41' WEST, ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35, A DISTANCE OF 757.08 FEET TO THE NORTHERLY MARGIN OF SOUTH 178TH STREET (P.J. MUSIEL COUNTY ROAD); THENCE NORTH 65' 22' 03' WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 240.64 FEET; THENCE NORTH 47' 46'03' WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 341.00 FEET TO THE EAST RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO. 1 (JUNCTION S.S.H. NO. SA TO SOUTH 178TH STREET); THENCE NORTH 09' 32' 33' EAST, ALONG SAID EAST RIGHT-OF-WAY UNE, A DISTANCE OF 240.39 FEET: THENCE ALONG A CURVE TO THE RIGHT, HAVNG A RADIUS OF 11,199./6 FEET, AN ARC DISTANCE OF 209.74 FEET, THROUGH A CENTRAL ANGLE OF DI* 04' 23', TO THE NORTH LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST % OF SAID SECTION )15; THENCE SOUTH 87' 45' 57'EAST, ALONG SAID NORTH UNE, A DISTANCE OF 419.14 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH THAT PORTION OF VACATED SOUTH 178TH STREET ADJOINING, PURSUANT TO ORDINANCE N0. 8235 RECORDED UNDER RECORDING N0. 20020322001963, WHICH UPON VACATION, ATTACHED TO SAID PROPERTY BY OPERATION OF LAW; SITUATE IN THE CITY OF TUKWILA, COUNTY Of KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 1(SA7.1) ANDA PORTION OF LOT 2 OF THE PRELIMINARY PLAT OF TUKWILA SOUTQ PARCEL 352304-9027 THE NORTH 25.25 FEET OF THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHP 23 NORTH RANGE 4 EAST W.M. DESCRIBED AS FOLLOWS: BEGINNING A7 THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER' THENCE NORTH 87' 45' 57' WEST, ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 481.05 FEET, TO THE WESTERLY MARGIN OF THE SOUTHCENTER PARKWAY; THENCE SOUTH 11' 69' 33' EAST ALONG SAID WESTERLY MARGIN, A DISTANCE OF 1,007.07 FEET; THENCE CONTINUING SOUTH 11' 59'33' EAST, ALONG SAID MARGIN, A DISTANCE OF 94.05 FEET; THENCE SOUTH 78' 00'27' WEST A DISTANCE OF 88.93 FEET TO AN ANGLE POINT ON THE OLD ALIGNMENT OF SOUTH 1T8TH STREET (FORMERLY KNOWN AS P.J. MUSIEL COUNTY ROAD); THENCE SOUTH 20' 03' 2T WEST, ALONG THE CID CENTERLINE OF SAID STREET, A DISTANCE O7221.29 FEET TO A UNE 30 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF SAID NOR7HEASTQUARTER 09 THE NORTHWEST QUARTER BEING THE NORTHERLY MARGIN OF THE NEW ALIGNMENT OF SAID SOUTH 178THSTREET; THENCE NORTH 87' 50' 57' WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 233.08 FEET TOA POINT OF CURVE; THENCE ALONG SAID NORTHERLY MARGIN OMA CURVE TO THE RIGHT, HAVING A RADIUS OF 113.24 FEET, AN ARC DISTANCE OF 16917 FEET THROUGH A CENTRAL ANGLE OF 85' 35' 34', TO A POINT OF REVERSE CURVE; THENCE ALONG SAID NORTHERLY MARGIN, ON A CURVE TO THE LEFT HAVING A RADIUS OF 268.74 FEET, AN ARC DISTANCE OF 29.43 FEEL THROUGH A CENTRAL ANGLE OF 06' 16' 37, TO THE OLD CENTERLINE OF SAID SOUTH 178TH STREET; THENCE NORTH 29' 42' 27' EAST, ALONG SAID OLD CENTERLINE. A DISTANCE OF 52.69 FEET TO AN ANGLE POINT -,THENCE NORTH 55- 08'33'WEST, ALONG SAID OLD CENTERLINE, A DISTANCE OF 64.04 FEET TO THE NORTHERLY MARGIN OF THE NEW ALIGNMENT OF SAID SOUTH 178TH STREET TO THE TRUE POINT OF BEGINNING, AND FROM WHICH SAID TRUE POINT OF BEGINNING, POINT °A'WHICH IS TO 8E USED FOR LATER REFERENCE HEREIN, LIES NORTH 37' 55' 55' EAST, A DISTANCE OF 173.09 FEET; THENCE ALONG SAID NORTHERLY MARGIN ON CURVE TO THE LEFT, THE CENTER OF WHICH BEARS SOUTH 62' 58' 38' WEST, HAVING A RADIUS OF 268.74 FEET, AN ARC DISTANCE OF 157.50 FEET, THROUGH A CENTRAL ANGLE OF 33' 34' 48'; THENCE NORTH 60' 38' 10' WEST, ALONG SAIDNNORHHERLYMARGIN, A DISTANCE OF 204.96 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 569.59 FEET, AN ARC DISTANCE OF 25.52 FEET, THROUGH A CENTRAL ANGLE OF 02' 52' 297 THENCE NORTH 63' 30'39' WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 29059 FEET TO THE WEST LINE OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER; THENCE NORTH 01' 49' 41' EAST, ALONG SAID WEST LINE, TO THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35; THENCE EASTERLY, ALONG SAID SOUTH LINE, TO INTERSECT A UNE WHICH BEARS NORTH 52' 44'03' WEST FROM THE AFOREMENTIONED POINT 'A'; THENCE SOUTH 57 44'03' EAST TO SAID POINT 'A'. WHICH POINT IS THE MOST SOUTHERLY CORNER OF A TRACT OF LAND CONVEYED TO AMERICAN NATIONAL INSURANCE BY DEED RECORDED OCTOBER 16, 1970 LNDER RECORDING N0. 6704630; THENCE SOUTH37' 55'55' WEST 173.09 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON; (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SA Ti) OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9034 NEW PARCEL 'B' CF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L17-0004 RECORDED UNDER RECORDING 940 20170605900031) SITUATE IN THE CITY OF TUKWILA, COUNTY OFKING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 2 (SAT2), A PORTION OF NONLBUILDABLE TRACT 2 (NBT2), A PORTION OF RESERVE DRAINAGE TRACT 1(RO7), AND PORTION OF LOTS 40, 41 AND 42 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9036 NEW PARCELS' OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L15-0005 RECORDED UNDER RECORDING 9:0. 20150318900001; SITUATE IN THE CITY OF TUKWILA, COUNTY OFRING, STATE OF WASHINGTON. (BEING A PORTION OF LOTS 5, 66 7 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9038 PARCEL IT' OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L 13-005 RECORDED UNDER RECORDING 110. 20130227900005 SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. /BEING A PORTION OF SAT10F THE PRELIMINARY PLAT OF TUKWILA SOUTH) 1.3'1 212017 ComTI...tV Deveiopm0at SEGALE PROPERTIES A LIMITED LIABILITY COMPANY TTIMMFRCI41 ' MI ICTRI41 ' 01,12017 TI IRei ' MATH IPOI RFCT1I )7Fc City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313610 FAX (206) 4313665 E-mail: tukplan@tukwilawa.us CITY OF TUKWILA FILE NO. L17-0068 TUKWILA SOUTH - PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M" AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. PARCEL 352304-9041 THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST OUARTER AND OF GOVERNMENT LOT 71N SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING ATA POINT ON THE EASTERLY LINE OF THE COUNTY ROAD IN GOVERNMENT LOT 7 OF SAID SECTION, FROM WHICH POINT THE SOUTHWEST CORNER OF SAID SECTION 35, BEARS SOUTH 00' 56' 40' WEST 1.049.79 AND NORTH 89' 03' 20' WEST 1,65675 FEET, MEASURED RESPECTNELYATRIGHT ANGLES TO AND ALONG THE SOUTH LINE OF SAID SECTION; THENCE SOUTH Or 13' 05' EAST 36.70 FEET; THENCE SOUTH 19' 59' 25' WEST 520.10 FEET; THENCE SOUTH 73' 05' 40' EAST233.32 FEET; THENCE NORTH 18' 29' 55' EAST 474.00 FEET; THENCE SOUTH 84' 17' 20' EAST232 FEET, MORE OR LESS, TO THE BANK OF THE GREEN RIVER, THENCE SOUTHERLY AND EASTERLY, ALONG SAID RIVER BANK TO THE SOUTH UNE OF SAID SECTION 30; THENCE NORTH 89' 03' 20' WEST ALONG SAID SOUTH UNE 10 THE EASTERLY LINE OF SAID COUNTY ROAD; THENCE NORTHERLY FOLLOWING SAID ROAD UNE TO THE POINT OF BEGINNING; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 35; THENCE SOUTH 87' 58' 28' EAST 1,312.95 FEET, ALONG THE SOUTH LINE THEREOF, TO A POINT ON THE EASTERLY LINE OF FRAGER ROAD (40.00 FEET WIDE); THENCE NORTH 01' 54' 58' WEST 145.53 FEET ALONG SAID LINE; THENCE ALONG THE CENTERLINE OF A 20.00 FOOT WIDE EASEMENT FOR PURPOSES OF INGRESS AND EGRESS, THE FOLLOWING COURSES AND DISTANCES: NORTH 88' 05' 02' EAST 131.00 FEET TO THE BEGINNING OF A 50.00 FOOT RADIUS CURVE TO THE LEFT; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 62' 10' 00'AND AN ARC LENGTH OF 54.25 FEET; THENCE NORTH 25' 55'02' EAST 13.34 FEET TO THE BEGINNING OF A 50.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 83° 13' 28' AND AN ARC LENGTHOE 44.41 FEET; THENCE SOUTH 70' 51' 32' E4ST 121.13 FEET TO THE END OF SAID EASEMENT; THENCE SOUTH 19' 08' 28' WEST 10.09 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE SOUTH 19' 08'28' WEST 100.00 FEET: THENCE NORTH 70' 51' 32' WEST 100.00 FEET; THENCE NORTH 19' 08' 28' EAST 100.00 FEET; THENCE SOUTH 70' 51' 32' EAST 100.00 TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING ALL OF PRIVATE ROAD ACCESS TRACT 1. A PORTION OF LOTS 9,13, 14,15 & 16, AND ALL OF LOTS 10, 11 & 12 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9045 THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST. W.M., DESCRIBED AS FOLLOWS: • BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION35; THENCE SOUTH 87° 59' 06' EAST, ALONG THE SOUTH UNE OF SAID SOUTHWEST QUARTER, 83500 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 67' 59'06' EAST, ALONG SAID SOUTH UNE, 438.99 FEET TO THE WESTERLY MARGIN OF MESS COUNTY ROAD NO. 76; THENCE NORTH 01' 53' 23' WEST, ALONG SAID MARGIN, 21674 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 30648 FEET. THROUGH CENTRAL ANGLE OF 02' 52' 12', AN ARC DISTANCE OF 15.35 FEET TO A SURVEY MONUMENT ON THE SOUTH LINE OF THE NORTH 1,089.31 FEET OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35; HENCE NORTH 87' 57' 17' WEST ON THE SOUTH UNE, 331.09 FEET MORE OR LESS, TO A SURVEY MONUMENT; THENCE NORTH 47' 11' 37' WEST 3295 FEET; THENCE SOUTH78' 56' 40' WEST 262.12 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEDICATION OF RIGHT-OF-WAY DEED RECORDED UNDER RECORDING N0, 2012/130002219, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3) AND PORTION OF LOTS /6, 36 & 370F THE PRELIMINARY PIA7 OF TUKWILA SOUTH) PARCEL 352304-9049 THE NORTH 490 FEET OF THE EAST 100 FEET OF THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS. BEGINNING ATA POINT ON THE SOUTH BOUNDARY UNE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSNP 23 NORTH, RANGE 4 EAST. W.M., FROM WHICH POINT THE SOUTHWEST CORNER OF SAID SECTION BEARS NORTH 89' 03'20' WEST. A DISTANCE OF 507.00 FEET; THENCE ALONG SAID SOUTH LINE SOUTH 89' 03' 20' EAST TO THE WESTERLY LINE OF COUNTY ROAD; THENCE NORTHEASTERLY ALONG SAID WESTERLY UNE OF SAID COUNTY ROAD, TO ITS INTERSECTION WITH THE EAST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35; THENCE NORTHERLY ALONG SAID EAST LINE TO THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE WESTERLY ALONG THE NORTH LINE THEREOF. 100.00 FEET; THENCE SOUTHERLY PARALLEL TO THE EAST LINE OF SAID SUBDIVISION 490,00 FEET,; THENCE WESTERLY ALONG A UNE PARALLEL TO THE NORTH UNE OF SAID SUBDIVISION, 1238.31 FEET, MORE ORLESS, TO THE WEST LINE OF SAID SUBDIVISION; THENCE SOUTHERL YALONG SAID WEST LINE TO ITS INTERSECTION WITH THE NORTHEASTERLY LINE OF THE ORIWA ROAD EXTENSION; THENCE SOUTHEASTERLY ALONG SAID NORTHEASTERLY LINE OF SAID ROAD TO ITS INTERSECTION WITH THE NORTHEASTERLY LINE OF THAT CERTAIN TRACT OF LAND HERETOFORE CONVEYED TO KING COUNTY BY DEED RECORDED IN VOLUME 1522 OF DEEDS, PAGE 526, RECORDS OF KING COUNTY, RECORDED UNDER RECORDING NO. 2722034; THENCE SOUTHEASTERLY ALONG SAID NORTHEASTERLY LINE TO AN ANGLE POINT HEREIN; THENCE CONTINUING SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID TRACT, 731.2 FEET TO THE PLACE OF BEGINNING; EXCEPT ANY PORTION THEREOF LYING WITHIN A TRACT OF LAND CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO.3353356, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT37 OF THE PREUMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9050 THAT PORTION OF GOVERNMENT LOT 71N SECTION 35, TOWNSHIP 23 NORTH) RANGE 4 EAST, N.M., LYING NORTHWESTERLY OF COUNTY ROAD KNOWN AS 57TH AVENUE SOUTH; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON PIPE SET AT THE INTERSECTION OF THE NORTH LINE OF SAID GOVERNMENT LOT 7, WITH THE WEST LINE OF SAID COUNTY ROAD; THENCE WEST ALONG THE SAfD NORTH UNE, 210 FEET, MORE OR LESS, TO AN IRON PIPE AT THE FOOT OF THE HILL; THENCE SOUTHERLY ALONG THE FOOT OF THE HILL 259 FEET, MORE OR LESS, TO AN IRON PIPE SET IN THE WESTERLY LINE OF THE SAID COUNTY ROAD; THENCE NORTHWESTERLY313 FEET, MORE OR LESS, ALONG SAID COUNTY ROAD, TO THE TRUE POINT OF BEGINNING; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEDICATION OF RIGHT-OF-WAY DEED RECORDED UNDER RECORDING N0. 20121130002219; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT 37 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9051 THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 13 NORTH, RANGE 4 EAST, W.M., LYING EASTERLY OF THE ORIWA ROAD EXTENSION, DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 35; THENCE SOUTH 87' 56' 00' EAS7ALONG EAST AND WEST CENTER LINE 960 FEET; THENCE SOUTH 53' 24' 59' WEST 727.57 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 38' 42'02' EAST 1144.63 FEET TO SOUTH UNE OF NORTHWEST QUARTER OF SOUTHWEST QUARTER; THENCE SOUTH 87' 57' 00' EASTALONG SAID SOUTH UNE 100 FEET TO SOUTHEAST CORNER SAID SUBDNISION; THENCE NORTH 04' 04' 00' EASTALONG EAST UNE TO A POINT BEARING SOUTH 85' 58' 00' EAST FROM BEGINNING; THENCE NORTH85' 56' 00' WEST TO THE TRUE POINT OF BEGINNING; • EXCEPT ANY PORTION LYING WITHIN THAT CERTAIN TRACT CONVEYED 70 CHARLES C. STRONG AND OTHERS, DATED JULY5, 1904, AND RECORDED UNDER RECORDING N0. 322573; AND EXCEPT THAT PORTION CONDEMNED IN KING COUNT YSCIT 590470 FOR PRIMARY STATE HIGHWAY NO. 1.; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 2 (SA72) AND PORTION OF LOT 37 OF THE PREUMINARY PLAT OF TUKWILA SOUTH( VOLUME PAGE SHEET 22 OF 23 PARCEL 352304-9065 THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 13 NORTH, RANGE EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT INTERSECTION OF EASTERLY MARGIN OF ORILLIA COUNTY ROAD EXTENSION WITH SOUTH UNE OF SUBDIVISION; THENCE SOUTH 87' 58' 28' EAST 165 FEET TO THE TRUE POINT OF NGINNING; THENCE CONTINUING SOUTH 87' 58'28' EAST80 FEET; THENCE NORTH 15' 00' 00' WEST TO NORTH UNE OF SOUTH 125 FEET OF SAID SUBDIVISION; THENCE NORTH 87' 58' 28' WEST80 FEET; THENCE SOUTH 15' 00' 00' EAST TO THE TRUE PUNT OF BEGINNING; EXCEPT THAT PORTION LYING WITHIN PRIMARY STATE HIGHWAY NO. 1(SR5) (SOUTH 188TH STREET INTERCHANGE); -'1 .JTV 2. 2011 Ccm 1 '; Y °eve,.7•pm -11. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT 38 OF THE PREUMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9066 TWIT PORTION OF THE SOUTHWEST QUARTER OF SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. DESCRIBED AS FC4.LOW5: BEGINNING AT INTERSECTION CF EASTERLY MARGIN OF ORIWA COUNTY ROAD EXTENSION WITH SOUTH LINE OF SUBDMS10116 THENCE EAST ALONG SOUTH LINE 245 FEET TO THE TRUE POINT OF BEGINMNG; PENCE CONTINUING EAST ALONG SOUTH LINE TOA PCINT 507 FEET EASTERLY OF SOUTHWEST CORNER OF SECTION THENCE NORM 26'48'20' WEST TO NORTH LINE OF SOUTH 125 FEET OF SUBDIVISION; THENCE NORTH 87° 58' 28' WEST 88 FEET, MORE OR LESS; THENCE SOUTH 15' 00' W' EAST TO BEGINNING; EXCEPT THAT PORTION LYING WITHIN PRIMARY STATE HIGHWAY NO. 1(SR 5) (SW TH 188TH STREET INTERCHANGE); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEINGA PORTION OF LOT38 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9068 THATPORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35. TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 04' 04' 20' WEST, ALONG THE EASTERLY LINE OF SAID SUBDIVISION, A DISTANCE OF 490 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 87' S717' WEST, PARALLEL WITH THE NORTHERLY LINE OF SAID SUBDIVISION, A DISTANCE OF 843.32 FEET TO A POINT WHICH IS SOUTH 87' 57' Tr EAST 495 FEET FROM THE WESTERLY LINE OF SAID SUBDIVISION; THENCE SOUTH 282.00 FEET TO THE THREAD OF A CREEK FLOWING SOUTHEASTERLY; THENCE SOUTH 47' 11'37' EAST 486 74 FEET 70 A POINT ON THE THREAD OF SAID CREEK THENCE SOUTH87' 57' 17' EAST 338.76 FEET TO AN INTERSECTION WITH THE WESTERLY MARGIN OF MESS BROS. COUNTY ROAD N0. 76 (57TH AVENUE SOUTH) AS PRESENTLY LOCATED AND HAVING A TOTAL RIGHT OF WAY WIDTH OF 40 FEET; THENCE ALONG SAID ROAD MARGIN, ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 306.48 FEET, THE CENTER OF WHICH BEARS SOUTH 88. 40' 1Y EAST AN ARC DISTANCEOF 143.56 FEET; THENCE NORTH 28' 10' 08' EAST 191.48 FEET TO AN INTERSECTION OF SAID ROAD MARGIN WITH THE EASTERLY UNE OF SAID SUBDIVISION; THENCE NORTH 04' 04' 20' EAST 289.11 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING WITHIN PRIMARY STATE HIGHWAY NO. 1 AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO 672088; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEDICATION OF RIGHT-OF-WAY DEED RECORDED UNDER RECORDING NO.20121130)02219; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KLNG, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3) AND PORTION OF LOTS 37 AND 390F THEPREUMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9078 THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 35; THENCE NORTH 05° 44' 13' EASTALONG THE WESTERLY LIMIT OF SAID SECTION 833.82 FEET; THENCE SOUTH 87' 57' 17' EAST PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION 433.99 FEET TO THE EASTERLY RIGHT-OF-WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, SOUTH 188TH STREET INTERCHANGE, AND THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 87' 57' 17' EAST 81.01 FEET; THENCE SOUTH228.89 FEET TO A POINT ON SAID RIGHT-OF-WAY MARGIN OPPOSITE ENGINEER'S STATION JR 36-00; THENCE SOUTH 82' 46' 30' WEST 59.85 FEET; THENCE NORTH 07' 13' 30' WEST 106.15 FEET;; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 315 FEET, AN ARC DISTANCE OF 134.83 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF, IF ANY, LYING WITHIN PRIMARY STATE HIGHWAY NO. 1 AS CONDEMNED /N KING COUNTY SUPERIOR COURT CAUSE NO. 672088; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF SENSITIVE AREA TRACT 3 (SAT3) ANDA PORTION OF L0T39 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9090 PARCEL'C' OF CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NUMBER L16-0070 RECORDED UNDER RECORDING 140. 20170605900032. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT 2 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9116 NEW PARCEL 'A" OF GTYOF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L15-0023 RECORDED UNDER RECORDING 60. 20150716900001; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOTS 6 & 7 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) PARCEL 352304-9117 THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH. RANGE 4 EAST W M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 35; THENCE SOUTH 87' 58'28' EAST 1,312.95 FEET ALONG THE SOUTH LINE THEREOF, TO A POINT ON THE EASTERLY LINE OF FRAGER ROAD (40.00 FEET WIDE);THENCE HOM 01' 54' 58' WEST 145.53 FEET ALONG SAID LINE; THENCE ALONG THE CENTERLINE OF A 20.00 FOOT WIDE EASEMENT FOR PURPOSES OF INGRESS AND EGRESS THE FOLLOWING COURSES AND DISTANCES; NORTH 88. 05' 02' EAST 131.00 FEET TO THE BEGINNING OF A 50.00 FOOT RADIUS CURVE TO THE LEFT THENCE, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 62' 10' 00' AND AN ARC LENGTH OF 54.25 FEET THENCE NORTH 25' 55'02' EAST 13.34 FEET TO THE BEGINNING OF A 50.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE, ALONG SAID CURVE, THROUGH CENTRAL ANGLE OF 83' 13' 28' AN ARC LENGTH OF 44.41 FEET; THENCE SOUTH 70° 51' 32' EAST 121.13 FEET 70 THE END OF SAID EASEMENT; THENCE SOUTH 19' 08'28" WEST 10.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE SOUTH 19' 08' 28' WEST 100.00 FEET; THENCE NORTH 70' 51' 32' WEST 100.00 FEET; THENCE NORTH 19' 08' 28" EAST 100.00 FEET; THENCE SOUTH 70' 51'32"EAST 100.00 FEET 7O THE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOT 16 OF THE PREUMINARYPLA T OF TUKWILA SOUTH) PARCEL 352304-9118 NEW PARCEL 'E' OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L15. 0023 RECORDED UNDER RECORDING NO.20150716900001; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (BEING A PORTION OF LOTS 3 AND 4 OF THE PRELIMINARY PLAT OF TUKWILA SOUTH) SEGALE PROPERTIES 1 1 A LIMITED LIABILITY COMPANY COMMERCIAL " INDUSTRIAL " AGRICULTURAL * NATURAL RESOURCES P.O. BOX 88028 ' TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE 'C' TUKWILA, WA. 98188-4798 T 206 575-2000 ' F 206 575-1837 WWW, SEG ALEPROPERT IES. COM WI LA 111111 City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 4313665 E mall: tukplanttukwila,wa.us CITY OF TUKWILA FILE NO. 17-0068 TUKWILA SOUTH PHASE 1 BEING PORTIONS OF SECTIONS 26 AND 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND SECTIONS 2 AND 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. GENERAL NOTES: 1. DEVELOPMENT AGREEMENT THE PROPERTY THAT IS THE SUBJECT OF THIS PLAT IS SUBJECT TO THE 2009 DEVELOPMENT AGREEMENT BETWEEN LA PIANTA LLC ( PREDECESSOR IN INTEREST TO SEGALE PROPERTIES LLC) AND THE CITY OF TUKWILA (KING COUNTY RECORDING NUMBER 20090617000114). THE DEVELOPMENT AGREEMENT SETS FORTH OBLIGATIONS OF BOTH THE CITY AND SEGALE PROPERTIES LLC AND IN NO WAY, DOES APPROVAL OF THIS SUBDIVISION MODIFY OR ALTER THE TERMS OF THE DEVELOPMENT AGREEMENT OR THE OBLIGATIONS OF EITHER PARTY AS SET FORTH THEREIN. 2. THE ARTICLES OF INCORPORATION FOR CAOA, A WASHINGTON NONPROFIT CORPORATION, ARE ON FILE WITH THE STATE OF WASHINGTON. 3. THE CAOA IS CHARGED WITH IMPLEMENTING THE COVENANTS, CONDITIONS AND RESTRICTIONS (CC&R'S) FOR THIS PLAT, WHICH CC&R'S SHALL. BE RECORDED ON TITLE. 4. SHORELINE BUFFER SEGALE PROPERTIES LLC HAS CONSTRUCTED LEVEE IMPROVEMENTS THAT ALLOWED FOR THE SHORELINE BUFFER TO BE REDUCED. THEREFORE, THE SHORELINE BUFFER IS THE AREA OCCUPIED TO THE LANDWARD TOE OF THE LEVEE. 5. :SEGALE PARK DRIVE C SEGALE PARK DRIVE C IS AN EXISTING PRIVATE ROAD THAT PROVIDES ACCESS TO THE EXISTING SEATTLE SOUTH BUSINESS PARK AS WELL AS FDT-2, 3, AND PHASE 1 LOT 1. AN EASEMENT FOR INGRESS/EGRESS OVER THE EXISTING :SEGALE PARK DRIVE C AS SHOWN ON THE FACE OF THE PLAT ARE FOR THE I3ENEFIT OF FDT-2, 3 AND PHASE 1 LOT 1. 6. FLOOD PLAIN ELEVATION AND FILL. PORTIONS OF FDT-5 ARE MAPPED AS WITHIN THE JOHNSON CREEK FLOOD PLAIN. PER FEMA FIRM 053033C0967F, THE JOHNSON CREEK FLOOD PLAIN ELEVATION IS 22 FEET NGVD 1929. THE APPROVED GRADING PLAN, GRADING PERMIT NO. PW10- 064, PROVIDED FOR ALL FINISHED SITE GRADES TO BE ABOVE THE FLOOD PLAIN WITH FINAL SITE GRADES UP TO 34.2 FEET NGVD 1929. 7. RECIPROCAL ACCESS EASEMENTS RECIPROCAL EASEMENTS FOR INGRESS/EGRESS AND UTILITIES, IN THE LOCATIONS SHOWN ON THE PLAT, ACROSS LOTS ARE FOR SHARED ACCESS ONTO SOUTHCENTER PARKWAY OR S. 200TH STREET. 8. NON -BUILDABLE TRACT TRACT NBT-1 IS NOT SUITABLE FOR DEVELOPMENT DUE TO UNAVAILABILITY OF UTILITIES AND/OR ACCESS. SUCH TRACTS ARE RESERVED BY SEGALE PROPERTIES LLC, ITS SUCCESSORS & ASSIGNS FOR FUTURE DEVELOPMENT, PROVIDED THAT NO DEVELOPMENT SHALL OCCUR NOR WILL THE CITY OF TUKWILA ISSUE ANY TYPE OF DEVELOPMENT PERMITS UNTIL: A) THE PROPERTY OWNER IS GRANTED APPROVAL BY THE CITY OF TUKWILA TO REMOVE THE NON - BUILDABLE TRACT STATUS BY GOING THROUGHA PLAT ALTERATION PROCESS PURSUANT TO RCW 58.17.215; AND B) UTILITIES AND ACCESS THAT MEET THE CITY OF TUKWILA'S ADOPTED STANDARDS ARE PROVIDED TO THESE TRACTS. THE CITY OF TUKWILA MAKES NO WARRANTIES, REPRESENTATIONS, OR GUARANTEES THAT A FUTURE SUBDMSION, SHORT PLAT OR PLAT ALTERATION ADJUSTMENT APPLICATION WILL BE APPROVED. ANY FUTURE SUBDMSION, SHORT PLAT OR PLAT ALTERATION ADJUSTMENT WILL HAVE TO COMPLY WITH APPLICABLE CODE PROVISIONS AT THE TIME OF SUBMISSION OF A COMPLETE LAND USE APPUCATION AND THE DEVELOPMENT AGREEMENT BETWEEN THE CITY OF TUKWILA AND SEGALE PROPERTIES LLC. 9. SURFACE WATER CONVEYANCE EASEMENTS ANY FUTURE LOTS WITHIN FDT-7 SHALL BE REQUIRED TO ALLOW THE CONSTRUCTION AND MAINTENANCE OF A STORM WATER CONVEYANCE SYSTEM ACROSS SAID LOT AT A MUTUALLY AGREED LOCATION, OR PROVIDE CONNECTION POINTS TO ALLOW ABUTTING LOTS WITHIN THE AREA OF FDT-7 TO CONNECT TO THE STORMWATER CONVEYANCE SYSTEM PROVIDING DRAINAGE TO THE SOUTHCENTER PARKWAY TRUNK STORM SEWER, AND SAID CONNECTIONS OR CONVEYANCE POINTS MAY BE, BUT ARE NOT REQUIRED TO BE LOCATED IN PRIVATE ACCESS TRACT 1. ALL CONVEYANCE AND CONNECTION PROVISIONS CONSTRUCTED ON ANY SUCH LOT SHALL BE DESIGNED TO PROVIDE FLOW, AT A MINIMUM, WITH THE CAPACITY FOR FULLY DEVELOPED ON -SITE AND OFF -SITE TRIBUTARY AREA TO SAID LOT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 10. SURFACE WATER CONVEYANCE EASEMENTS ANY FUTURE LOTS WITHIN FDT-5 SHALL BE REQUIRED TO ALLOW THE CONSTRUCTION AND MAINTENANCE OF A STORM WATER CONVEYANCE SYSTEM ACROSS SAID LOT AT A MUTUALLY AGREED LOCATION, OR PROVIDE CONNECTION POINTS TO ALLOW ABUTTING LOTS WITHIN THE AREA OF FDT-5 TO CONNECT TO THE STORMWATER CONVEYANCE SYSTEM PROVIDING DRAINAGE TO irHE SOUTHCENTER PARKWAY TRUNK STORM SEWER, AND SAID CONNECTIONS OR CONVEYANCE POINTS MAY BE, BUT ARE NOT REQUIRED TO BE, LOCATED IN PRIVATE ACCESS TRACT 2. ALL CONVEYANCE AND CONNECTION PROVISIONS CONSTRUCTED ON ANY SUCH LOT SHALL BE DESIGNED TO PROVIDE FLOW, AT A MINIMUM, WITH THE CAPACITY FOR FULLY DEVELOPED ON -SITE AND OFF -SITE TRIBUTARY AREA TO SAID LOT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. VOLUME PAGE SHEET 23 OF 23 REC COm^ tIt 11. FUTURE DEVELOPMENT TRACTS TRACTS DESIGNATED WITH THE ACRONYM FDT ARE LANDS THAT INCLUDE ONE OR MORE FUTURE LOTS AND OR NBTS, WHICH LOTS AND TRACTS WILL BE FINALIZED AND RECORDED WITH LATER PHASES OF THE FINAL PLAT. 12. THE CITY OF TUKWILA HAS NO RESPONSIBILITY TO BUILD, IMPROVE, MAINTAIN OR OTHERWISE SERVE THE PRIVATE ROADS OR PRIVATE STORMWATER FACILITIES LOCATED WITHIN THIS PLAT. 13. FIRE, PARK AND TRAFFIC IMPACT FEES, AS APPLICABLE, WILL BE DUE AT THE TIME OF ISSUANCE OFA BUILDING PERMIT. 14. ALL. NEW UTILITIES SHALL COMPLY WITH THE CITY OF TUKWILA'S UNDERGROUND ORDINANCE. 15. FINAL STREET NAMES OF THE PRIVATE STREETS SHALL BE DECIDED AT A FUTURE DATE AND SHALL BE MUTUALLY AGREED ON BY THE CITY OF TUKWILA AND THE PROPERTY OWNER: 16. EMERGENCY ACCESS EASEMENT A PERPETUAL NON-EXCLUSIVE EASEMENT FOR EMERGENCY ACCESS IS RESERVED FOR THE BENEFIT OF THE PROPERTY IN THIS PLAT, AND GRANTED TO ALL APPLICABLE GOVERNMENT CORPORATIONS AND DISTRICTS INCLUDING WITHOUT LIMITATION, FIRE, POLICE, AMBULANCE AND RESCUE SERVICES, AND OTHER LAWFUL PRIVATE EMERGENCY SERVICES, IN, ON, OVER, ABOVE, ACROSS AND THROUGH ANY PRIVATE ROADS OR SIDEWALKS IN THE PLAT IN CONNECTION WITH THE PROVISION OF EMERGENCY SERVICES TO THE PLATTED LANDS. 11/21/17 SEGALE PROPERTIES A LIMITED LIABILITY COMPANY COMKERCIAL ` INDUSTRIAL " AGRICULTURAL • NATURAL. RESOURCES P.O. BOX 88028 • TUKWILA, WA. 98138-2028 5811 SEGALE PARK DRIVE'C' • TUKWILA, WA. 98188-4798 T 206 575-2000 • F 206 575-1837 WWW.SEGALEPROPERTIES.COM vr MATCHLINIE STA. 142+00 SEE SHEET PPO7 25 FI REGRADE 95 LF DITCH © 1.0% DITCH FLOW = 31.50' EX. W F- FILL FILL NEW CB FOR FUTURE STORM \ STA. 142+26.70 CBE N-248 FILL - FILL CB# N-27 _ CB# N-26A ' - iri �e (TYP.) .n 1 Pot Pha 1 CONSTRUCT 12' WIDE DRIVEWAY LoT 9 SANITARY SEWER LIFT STATION SEE SHEETS UC01 TO UCO3 SECTION C A 0.50% 0 PLAN co m '1 w EXISTING GRADE © CONSTRUCTION q. PROP.OSED.GRADE © CONSTRUCTION T23N,R4E,WM Flu Flu STA. 144+26.50 P.C./P.T. CURB (5.0' RT, 5.0' IT SECTION B Flu O 0 co e-- 0, W -__x �in0 (� ` -x_ Y STA. 145+12.0 P.C./P.T. CURB (5.0' RT, TYPICAL NOTES: 5.0' LT) 1. Al L STORM DRAIN PIPE IS SCHEDULE A UNLESS OTHERWISE NOTED. 2. ALL CATCH BASIN OFFSETS ARE TO CENTER OF GRATE OR LID UNLESS OTHERWISE NOTED. 1- w 300.00' VC n z HP' ILEV: 32.25 HP STA = v r CO SECTION C 144+99.79 PVI STA = 145+00 PVI ELEV = 32.63 AO -1:00 K = 99.59 0 r) w 102 LF 36" SD © 0.20% CB #N-25, TYPE 2-72" STA 142+44, 29.08LT. RIM '= 30.68 IE 24" = 23.17 (W,E) IE 36" = 23.17 (N,S) 298 LF 36" SD 0 0.20% CB #N-27, TYPE 2-60" STA 143+50, 29 RIM- = 31.21 IE 12" = 27.26 IE 36" = 23.38 08' LT. w) N,S) N. N M CO N N M 0 M U) Y) 0) � U1 r') 0) N N M 1.11 CD � M N •- 0) M pp CO M Cn 0 0 CD 0) O N O' 0) '4 M1 0, N '- (O M M N N 0A N N N 0) 0) N N 1n 0 N CON r7 N CO,- 0) 0) M tf) - N E0 CJ M N� to r7 N� r') ro r') r') r') 10- N n to N r7 <0 N -• M ( N r') c0 N N n 1` N N N) N N N to NON N NN M N N M N N n 6ON N toN M EN 0[) KJ N N M 4 N N to ,(j N N r`) 0j N 142+40 142+80 143+20 143+60 144+00 PROFILE *ENGINEERING*STREETS*WATER*SEWER*PARKS*BUILDING * 144+40 By Date Designed vxv 02/10 Drawn DLO 0210 Checked Proj Eng Proj Dir Field Bk # MST MLF 02/10 02/10 144+80 Q 145+20 DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 145+60 40 35 30 25 20 15 146+00 SEE DP02 FOR ADDITIONAL DRAINAGE PROFLES. MATCHLINE STA. 146+00 SEE SHEET PPO9 RECEIVED OCT 2 0 2017 TUKWILA PUBLIC WORKS FEDERAL AID PROJECT NO. STPUL-1041(003) SOUTHCENTER PARKWAY EXTENSION ©HORIZONTAL a � VERTICAL GENERAL NOTES: 0 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD. PLAN F- 10.12-OC. Q CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF TUKWILA STD. DETAIL RS-11 AND TYPICAL SECTIONS. Q CONSTRUCT CURB RAMP PER DETAIL SHEET DT03. ® CONSTRUCT MONUMENT CASE AND COVER PER CITY OF TUKWILA STD. DETAIL RS-07. O CONSTRUCT DUAL FACED CEMENT CURB PER WSDOT STD. PLAN F-10.12-00. v TREE PIT PER TABLE, SHEET DT02. O ROUNDABOUT CENTRAI. ISLAND CEMENT CONCRETE CURB PER WSDOT STD. PLAN F-10.12-00. (SEE DETAIL SHEET DT01). ® CONSTRUCT BUS SHELTER FOOTING B21 PER KING COUNTY METRO STD. PLAN D103. (SEE DETAIL SHEET DT02.) 0 CEMENT CONCRETE ECOLOGY BLOCKS. 10 TYPE 3 BARRICADE PFR WSDOT STD. PLAN K-80.20-00. 11 SEE TEMPORARY DEAD END INTERSECTION DETAIL, SHEET DT03. Q CONSTRUCT CEMENT CONCRETE DRIVEWAY PER CITY OF TUKWILA STD. DETAIL RS-09. 0 CONSTRUCT BEAM GUARDRAIL FLARED TERMINAL PER WSDOT STD. PLAN C-4b. 0 RELOCATE EXISTING WIRE FENCE. DRAINAGE NOTES: 11 CONSTRUCT 20 LF 18" SD © 0.5%, CAP AND MARK END. El CONSTRUCT 20 LF 24" SD © 0.2%, CAP AND MARK END. 3❑ CONSTRUCT 10 LF 18" SD 0.5%, CAP AND MARK END. ® CONSTRUCT 10 LF 24" SD © 0.2%, CAP AND MARK END. El CONSTRUCT 20 LF 30" SD © 0.2%, CAP AND MARK END. © CONSTRUCT TRENCH. REMOVE AND RESTORE EXISTING PAVEMENT PER CITY OF TUKWILA STD. DETAIL DS-14B. MERIDIAN W.S.L.G.N.Z. NAD 83 (1991) rib)U 29 BENCH MART( ROADWAY PLAN/PROFILE 4/7-doh CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 EC;ice,i C D OCT 192011 No. Date Community FENwelooment w 10 J 3 r PP08 II r 257 File No. TUKA0001_PPsh08.dwg Scale AS SHOWN Date 02/10 #a dlo 02/22/10 2:30pm - P:\t\TUKA00000001\0400CAD\TT\DWG\Sheets\TUKA0001_PPsh09.dwg 40 35 30 25 20 15 10 STA. 147+47.57 30.00' LT BEGIN 6:1 ROADWAY TAPER FlLL FlLL B# N-29 TYPICAL NOTES: T 23 N, R 4 E W STA. 148+31.00 STA. 148+12.87, 41.00' LT END 6:1 ROADWAY TAPER CB# N-33A CB# N-31 SOUTHCENTER PARKWAY CBS N-30 TYP. ) NOTE BEE SHEETS PD01-PD06 FOR CURB RETURN INFORMATOMd 1. ALL STORM DRAIN PIPE IS SCHEDULE A UNLESS OTHERWISE NOTED. Final Ptat- Priase LAC` a PLAN 2. ALL CATCH BASIN OFFSETS ARE TO CENTER OF GRATE OR LID UNLESS OTHERWISE NOTED. SECTION C -. 149+00 Omm �FlLL'w 336 CB# 33C T 00 o SCP STA. 149+20 = D-LINE STA. 10+00.0 CB# N-34 N-34A PB# N-34B F1U CB# N-35 0 10 20 w HORIZONTAL 10 VERTICAL STA. 150+74.92 42.00' LT BEGIN 4:1 ROADWAY TAPER Fru STA. 150+97.67 30.00' RT • END 6:1 ROADWAY TAPER STA. 150+30.84 ,41.00' RT 1 BEGIN 6:1, ROADWAY TAPER CB# t 36B STA. 150+09.26, 61.50' RT END MODULAR BLOCK RETAINING WALL TOP ELEV=33.80 GRAVITY BLOCK RETAINING WALL MAX. HEIGHT=3' (SEE WALL DETAIL, SHEET DT01 STA. 149+94.36 61.50' RT BEGIN MODULAR BLOCK RETAINING WALL TOP ELEV=33.80' GENERAL NOTES: / 0 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD. PLAN F-10.12-OC O CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF TUKWILA STD. DETAIL RS-11 AND TYPICAL SECTIONS. 0 O • DT03. • ® CONSTRUCT MONUMENT CASE AND COVER PER I� CITY OF TUKWILA STD. DETAIL RS-07. 11.1 LLI 0 WSDOT STD. PLAN F-10.12 00. CO © TREE PIT PER TABLE, SHEET DT02. I.I.I W 0 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB PER WSDOT STD. PLAN F-10.12-00. (SEE DETAIL SHEET DT01). ® CONSTRUCT BUS SHELTER FOOTING B21 PER - KING COUNTY METRO STD. PLAN D103. (SEE L,() DETAIL SHEET DT02.) CONSTRUCT CURB RAMP PER DETAIL SHEET co Z I- 0co + CO _ter M U -.I PROPOSED GRADE @ CONSTRUCTION l -0.50% 1n z CO CC1.0 N ^ 1- (0 +, 0� w 200.00' VC LP ELEV = 31.05 LP STA := 148+65:14 PVI STA = 148.+.65 PVI ELEV = 30.80 AD: "- 1.00 K = 199.73 0 0) 0 EXISTING GRADE © CONSTRUCTION l U W w 0.50% - 'SD ®0:20% 97 LF. 36, . SD..©.0.20% CB #N-29, TYPE 2-72T STA 146+50, 29.08' LT. RIM = 31.21 IE 24" = 23.98 IE 36" = 23.98 (E,W) (N,S) 60 LF 36" SD © 0.20% CB #N-31, TYPE 2-60"T STA 147+50.78, 29.57' LT. • DI\I - t!) 50 IE:12" = 26.65 (W) IE 36" = 24.18 N,S) 46 LF 36 -SET--� 0 Q.20% CB #N-33A, TYPE 2-60T STA 48+13.85, 40.08' LT. RIM = 30.23 E 36" = 24-30 (N,S) CB #N- 33, TYPE 2-96" W/TCI STA 148+65.10, 40.16' LT. : RIM. =• 30. 8 IE 24" = 24.39 (SE,S) IE 36" = 24.39 (N) SEE DETAIL ON DD03 108 LF 24" SD © 0.20% - 145 LF 24" SD © 0.20% NEW 12"SS IE=11.29 + 4- 1- 1n ((1) 0 U N c0 CB #N-35, TYPE 2-54" CB #N-34, TYPE 2-54" SEE DP03 L- Ex, W 0 0 N 0 M 0 N co N n rn N 01 M 01 N N M n W 01 N M N '1 0) CO N 10 CO N O M 0 N 0 0 0 M N O M 0 co O O O N ao 0 O N O 0) 0 W CO N M O O W N M 0 00 N O o6 01 N co N N M co M 10 M 146+00 146+40 146+80 147+20 147+60 148+00 148+40 148+80 PROFILE 149+20 149+60 150+00 150+40 150+80 CONSTRUCT DUAL FACED CEMENT CURB PER Q9 CEMENT CONCRETE ECOLOGY BLOCKS. 10 TYPE 3 BARRICADE PER WSDOT STD. PLAN K-80.20-00. 11 SEE TEMPORARY DEAD END INTERSECTION DETAIL, SHEET DT03. 0 J It CONSTRUCT CEMENT CONCRETE DRIVEWAY PER 3 CITY OF TUKWILA STD. DETAIL RS-09. CONSTRUCT PER WSDOT BEAM GUARDRAIL FLARED TERMINAIF STD. PLAN C-4b. RELOCATE EXISTING WIRE FENCE. DRAINAGE NOTES: ❑1 CONSTRUCT 20 LF 18" SD © 0.5%, 40 CDCAP AND MARK END. a 20 CONSTRUCT 20 LF 24" SD © 0.2%, a CAP AND MARK END. 35� W ❑ CAP CONSANDGMARII< FNL),rr T 10 LF 18" SD 0.5%, W _ ® CONSTRUCT 10 LF 24" SD © 0.2%, 30 CO CAP AND MARK END. w CONSTRUCT 20 LF 30" SD @ 0.2%, W 5 CAP AND MARK END. 25 c © CONSTRUCT TRENCH. REMOVE AND C:)RESTORE EXISTING PAVEMENT PER + CITY OF TUKWILA STD. DETAIL DS-14B. 20 15 CO SEE DP02 AND DP03 FOR ADDI11ONAL DRAINAGE PRORLES. MERIDIAN W.S.L.G.N.Z. NAD 83 (1991) NGw 29 BENCH MARK CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE PUBLIC' WORKS DE_PT_ *ENGINEERING *STREETS* WATER*SEWER* PARKS* BUILDING * By Date Designed vxv 02110 Drawn DLO 02/10 Checked JMST 02/10 Proj Eng MLF 02/10 ProjDir Field Bk # DAVID EVANS ANOASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL-1041(003) SOUTHCENTER PARKWAY EXTENSION ROADWAY PLAN/PROFILE 1.. )C1' _i a 2117 No. Date Comrnunity Elonsvclopmont pvls PPO9 81 257 File No. TUKA0001 PPah09.dwg Scale AS SHOWN Date 02/10 I 4*0 STA. 151+25.00, 30.00' LT Jr. T23N,R4E,WM END 4:1 ROADWAY TAPER 0) O CL CL -,w , , w -FlLL ALL Fl/ W .,- .2 • 7` w r LC) r 00 J _ no VCB# N-36A 0) O a C_ 40 r w w = 35 w (/) 30 O O 1- 25 Q ^ 0 VJ w Z J 15 0 < 10 dlo 02/22/10 2 SECTION C Lr iv + N 1- 0.b0% 1- z Ct 0 x up 1n0 FILL •. w w STA. 151+78.0 P.C./P.T. CURB (5.0' RT, 5.0' LT) Ina Final Ptoi- 1n0 CB# N-39 ALL CE # N-38 T1Lt- FILL 153+00 ALL FILL • SOUTHCENTE' ARKWAY V \ -nu ."1-1 I /ilk TIU -MU 13' (TYP.) STA. 153+57.50 CONSTRUCT 35' WIDE DRIVEWAY l9no) Plat PLAN Phan1 1. ALL STORM DRAIN PIPE IS SCHEDULE A UNLESS OTHERWISE NOTED. 1_1)T C� 2. ALL CATCH BASIN OFFSETS ARE TO CENTER OF GRATE OR LID UNLESS OTHERWISE NOTED. SECTION B FILL 154+00 -nu FILL FILL N34.38 46"E ■"" FILL 155+00 w w 100 LF 16ti., D.I. FILL CB# S-42 \- CB FILL 7�C FILL 156 ■ . T-U 6\\ 11U "l C:? TYPICAL NOTES: 300.00' VC HP ELEV = 33.10 / PROPOSED GRADE CONSTRUCTION 0 0,1 U) ▪ HP STA = 154+00.19 PVI STA r 154+00 PVI ELEV = 33.48 AD = -1.00 K = 300.38 >LJ m N -------- EXISTING GRADE CO CONSTRUCTION M + r- ( (0 > W uJ 6 n. Srr% 0 10 20 40 HORIZONTAL d VERTICAL 10 GENERAL NOTES: LI . Q1 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB WAND GUTTER PER WSDOT STD. PLAN F-10.12-00. 2O w wO Cc) Lo® <© w Z �10 CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF TUKWILA STD. DETAIL RS-11 AND TYPICAL SECTIONS. DT03. CONSTRUCT CURB RAMP PER DETAIL SHEET CONSTRUCT MONUMENT CASE AND COVER PER CITY OF TUKWILA STD. DETAIL RS-07. CONSTRUCT DUAL FACED CEMENT CURB PER WSDOT STD. PLAN F-10.12-00. TREE PIT PER TABLE, SHEET DT02. ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB PER WSDOT STD. PLAN F-10.12-00. (SEE DETAIL SHEET DT01). CONSTRUCT BUS SHELTER FOOTING B21 PER KING COUNTY METRO STD. PLAN D103. (SEE DETAIL SHEET DT02.) CEMENT CONCRETE ECOLOGY BLOCKS. TYPE 3 BARRICADE PER WSDOT STD. PLAN K-80.20-00. 11 SEE TEMPORARY DEAD END INTERSECTION DETAIL, SHEET DT03. Q CONSTRUCT CEMENT CONCRETE DRIVEWAY CITY OF TUKWILA STD. DETAIL RS-09. 1© CONSTRUCT BEAM GUARDRAIL FLARED TERMINAL PER WSDOT STD. PLAN C-4b. 14 RELOCATE EXISTING WIRE FENCE. rt- 40 r- ^a CL 35 W w ----- V) 145 LF 24" SD ® 0.20% 114 LF 24" SD © 0.20% 21 LF 24" SD © 0.30% CB #N-36, T' PE 2-48" STA 151+32, 29.08' RT. RIM-=''3r.46 IE 12" = 27.24 (W) IE 12"= 27.57(E) IE 24" = 25.04 (S,N) CB NN-38, TYPE 2-60" STA 152+52, 29.08' RT. RIM = :32.06 IE 24 = 25.27 (N,E,W) EX. 48" SD E=18.41 EX. 24" 5 1 IE= 20.40 II \/ CB #S-41, TYPE STA 155+25, 29.08 RIM = 32.17 IE 12" = 28.28 (E) IE'18='25.22'(W) IE 24" '= 24.71 (S) 2-60" RT. N M O r) 0 r7 N O r7 M co If) M W r7 co N 1) r7 01 r1 co co r) O re) O M (V M O r•) 0 r) cxi N) O 1") O r•) O M O O r•) 0 00 • (Si • r7 0 rep r7 O (0 M M O r7 0 r) 00. r) co N r, co r•) rer ("1 M 1") co 10 rM O r7 co co M co O M CO N1 M 151+20 151+60 152+00 152+40 152+80 PUBLIC WORKS DEPT'_ *ENGINEERING*STREETS*WATER*SEWER*PARKS*BUILDING * 153+20 153+60 PROFILE By Date Designed VXV 02/10 Drawn DLO 02/10 Checked JMST 02/10 Proj Eng MLF 02/10 Proj Dir Field Bk # 154+00 154+40 DAVID EVANS ANDASSOCIATES Inc. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 154+80 155+20 155+60 SEE DP03 FOR ADDMONAL MANAGE PROFLE3 FEDERAL AID PROJECT NO. STPUL-1041(003) SOUTHCENTER PARKWAY EXTENSION 30 w w (/) 25 0 LSD 20 15 W 10 ROADWAY PLAN/PROFILE DRAINAGE NOTES: E CONSTRUCT 20 LF 18" SD ® 0.5%, CAP AND MARK END. 2❑ CONSTRUCT 20 LF 24" SD ® 0.2%, CAP AND AAARK END. 3O CONSTRUCT 10 LF 18" CAP AND MARK END. CONSTRUCT 10 LF 24" CAP AND MARK END. a CONSTRUCT 20 LF 30" CAP AND MARK END. SD 0.5%, SD © 0.2%, SD ® 0.2%, © CONSTRUCT TRENCH. REMOVE AND RESTORE CITY OF TUKWILA STD. DETAIL DS-14B. MERIDIAN W.S.L.G.N.Z. L! 7-004 S) NAD 83 (1991) NGVD 29 MICH MAR.". CALL 48 HOURS BEFORE YOU DIG ��te COMMON GROUND ALLIANCE %I 1a/ r (j CT 19 2017 C No. C Date r.nm mlInity !Development Revisions PP10 82 or 257 File No. TUKA0001 PPshlO.dwg Scale AS SHOWN Date 02/10 0400CAD\ nD W G\She ets\TU KA0001 _PPsh 11. dwg dlo 02/22/10 2:31 pm - P1t1TUKA O a a 1- w w co w w (/) O O (0 I4 (1) w Z -J H O a 40 w LU 35 vJ w w 0) O O CO 25 LO - 20 (1) w Z J 15 2 1- < 10 n.. 1-00 mo£ FILL CB# S-40 FlLL n TYPICAL NOTES: 1. ALL STORM DRAIN PIPE IS SCHEDULE A UNLESS OTHERWISE NOTED. T23N,R4E,WM 2. ALL CATCH BASIN OFFSETS ARE TO CENTER OF GRATE OR LID UNLESS OTHERWISE NOTED. STA. 156+42.00 FILL P.C./P.T. CURB (5.0' RT, 0' LT) -R=5' 157+00 w F1LL ABANDON WELL CB# S-39 FILL CB# S-38 N34'38'46"E w 15 00 CB# S-37 7,ZC 159+00 w w MH# S-35 1114 SECTION B T119 -nu finalP\( r ,1 Lar 3 1n0 PLAN !no SECTION C 0 a SCP STA. 159+50- .0 = z -ln3 160+00 E-LINE STA. 10+00.0 J4 /C w W- r*1 in0 I• PROPOSED GRADE © `CONSTRUCTION I -0.50% 30 ----------------- ,r--- ------ LEX. W 121 LF 24" SD © 0.30% 0 U J w m -------------- 150.00' VC LP ELEV = 31.67 P STA = 157+99.9 PVI STA = 158+00 PVI ELEV = 31.48 AU = 1.00 K = 150.19 c ti CB# S-358 FILL FILL 1no 7�C NOTE. SEE SHEETS PDOI-PD08 FOR CURB RETURN INFORMATION 0.00'• VC w w 1n0 (giaj HORIZONTAL w I N VERTICAL 10 Li GENERAL NOTES: ® wF_ w® w0 w N HP ELEV = 32.28 Lo IN. ,o EXISTING GRADE ®+ HP STA = 159+93.43 + } a0 PVI STA = 160+00 co el �1 PVI ELEV = 32.48 0 nJ 1 AD.=..-1.10. u K = 136.86 ______________ - w�-- ----------------- OSO%-----e - I - 9 FCONSTRUCTION q 2 j w Lw r7 J 0 O® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD. PLAN F-10.12-00. CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF TUKWILA STD. DETAIL RS-11 AND TYPICAL SECTIONS. CONSTRUCT CURB RAMP PER DETAIL SHEET DT03. CONSTRUCT MONUMENT CASE AND COVER PER CITY OF TUKWILA STD. DETAIL RS-07. CONSTRUCT DUAL FACED CEMENT CURB PER MI WSDOT STD. PLAN F-10.12-00. TREE PIT PER TABLE, SHEET DT02. ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB PER WSDOT STD. PLAN F-10.12-00. (SEE DETAIL SHEET DT01). CONSTRUCT BUS SHELTER FOOTING B21 PER KING COUNTY METRO STD. PLAN D103. (SEE DETAIL SHEET DT02.) CEMENT CONCRETE ECOLOGY BLOCKS. TYPE 3 BARRICADE PER WSDOT STD. PLAN K-80.20-00. SEE TEMPORARY DEAD END INTERSECTION DETAIL, SHEET DT03. 0 CONSTRUCT CEMENT CONCRETE DRIVEWAY CITY OF TUKWILA STD. DETAIL RS-09. It 3 .F 1© CONSTRUCT BEAM GUARDRAIL FLARED TERMINAL PER WSDOT STD. PLAN C-4b. RELOCATE EXISTING WIRE FENCE. 0 40 -0.60% 146 LF 2 4"SO90,301 Tr.B #5-39, TYPF 2-4R" STA 156+50. 29.08' RT. RIM = 31,56 IE 12" = 24.35 (E) IE 24" = 24.35 (N,S) Go N 0 In 124 LF•24" SD•9 0:30% -1-CB #5-37, TYPE 2-48- STA 158+00, 29.08' RT. RIM = 31.00 IE 12"= 27.17 (E) IE 24" = 23.91 (N,S) MH #S-35, TYPE 2-72" SOLID • COVER STA 159+28, 28.97 RT. RIM = 31.52 IE 24" = 23.54 (N;E,W) IE 36" = 23.54 (S) 207''LF'56" SO © 0.29% cc NEW 12" SS IE=13.37 co csi 159+20 co N r- O N 0 CO M O O M co O 0 00 O M r co M 0) co O M co co M) 0) O M CO M N M co M co M co M co co M N n M O M co M 0) M 0 0) M 156+00 156+40 156+80 157+20 157+60 158+00 PUBLIC WORKS DEPT_ *ENGINEERING*STREETS*WATER *SEWER *PARKS*BUILDING * 158+40 PROFILE By Date Designed vxv 02/10 Drawn DLO 02/10 Checked JMST 02/10 Proj Eng MLF 02/10 Proj Dir Field Bk# 158+80 c(b + Q N N 0 U 0 0 N (n r- csi M M N M O M N M N M r- M O M 0 0) M M 0) M O co M DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 159+60 160+00 160+40 160+80 SEE DP03 FOR ADDITIONAL DRAINAGE PROFILES. FEDERAL AID PROJECT NO. STPUL-1041(003) SOUTHCENTER PARKWAY EXTENSION 35 30 25 20 15 0 w w 0) w w co O (O (n w Z 10 J L2 r CQ ROADWAY PLAN/PROFILE DRAINAGE NOTES: ECONSTRUCT 20 LF 18" SD CAP AND MARK END. 2❑ CONSTRUCT 20 LF 24" SD CAR AND MARK ENE). © © 0.5%, 0.2%, 3❑ CONSTRUCT 10 LF 18" SD 0.5%, CAP AND MARK END. ® CONSTRUCT 10 LF 24" SD © 0.2%, CAP AND MARK END. 0 CONSTRUCT 20 LF 30" SD © 0.2%, CAP AND MARK END. } F © CONSTRUCT TRENCH. REMOVE AND ■ MI RESTORE EXISTING PAVEMENT PER CITY OF TUKWILA STD. DETAIL DS-14B..' MERIDIAN W.S.L.G.N.Z. LI 7-COG NAD 83 (1991) NGVD 29 BENCH MARK CALL 48 HOURS BEFORE YOU DIG COMMON GROUND - C` 0 CT 19 2017 No. Date f ;nmmtinity neurz,Inpment Revisions PP11 83 257 File No. TUKA0001 PPsh 1.dwg Scale AS SHOWN Date 02/10 UKA0001_UTth14.dwg E O O N M I — In W w W Z = co J W =w 0 co 1- 40 35 ?25 w =20 0) W W15 10 SSMH #27, TYPE 2-72 STA 142+13, 12' LT. RIM = 30.96 20".. IN. -. 9.35 .(S) DIA. 20" OUT = 9.25 (W) TO PUMP STATION 18" OUT = 22.00 (N) BYPASS -1-----� SEE UC03 Fi rx�15 P�Cr=t- PhaT S- LOT a EXISTING GRADE CONSTRUCTION 1 PROP.OSED.GRADE CO CONSTRUCTION 1 /JOINT UTILITY TRENCH, SEE TYPICAL SECTIONS PLAN T23N,R4E,WM - SEE SS SHEETS FOR LATERAL SEWER PROFILE SEE SS SHEETS FOR LATERAL SEWER PROFILE SSMH #28, TYPE 1-54" SSMH #41 0 O O CO to ce co W Z J � U W I —CO DIA. W/ DROP CONNECTION STA 145+50. 12' LT. RIM = 31.97 20" IN = 10.06 (S) 20" OUT = 9.96 (N) 12"IN= 10.49 (E) 12" IN = 20.28 (W) CONNECT W/ OUTSIDE DROP NEW 6" W NEW 8 W 1 NEW 12" SD 0 338 LF 20" DIP ® 0 18% EX. SS EX. W 359 LF 20" DIP 0.18% 40 35 30 OO CD LO 25 CO W 20 W W J W 15 V w H W �to N N r7 M CO M N(0 M M U) M r0 Lo N N N M 01 N M M 01 0) N M 01 M O M r O N 0- n N 01 N M N oD c0 N N M N N 0) N N N 0) 00 N cO co to M — N 142+00 142+40 142+80 143+20 143+60 144+00 PUBLIC' WORKS 1:E.PT_ * ENGINEERING * STREETS* WATER*SEWER * PARKS * BUILDING * PROFILE By 144+40 Date Designed JDTO 02/10 Drawn DLO 02/10 Checked SBS 02/10 Proj Eng MLF 02/10 Proj Dir Field Bk # 144+80 145+20 DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 145+60 10 146+00 GENERAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED OF AS DIRECTED BY THE ENGINEER. 2. EXISTING 10" AC WATER LINE WILL REMAIN IN PLACE DURING CONSTRUCTION. 3. SEE HIGHLINE WATER DISTRICT SHEETS FOR WATER LINE SOUTH OF S. 180TH STREET. 4. SEWER SERVICE SHALL BE MAINTAINED AT ALL TIMES. UTILITY NOTES: 0 REMOVE PIPE. ® ABANDON PIPE. FILL PIPE WITH CONTROL DENSITY FILL. O3 ABANDON MANHOLE. REMOVE TOP 4' MIN. FILL WITH CONTROL DENSITY FILL. ® SADDLE NEW MANHOLE OVER EXISTING SANITARY SEWER PIPE. OS REMOVE HYDRANT ASSEMBLY AND RETURN TO CITY SHOPS. © RECONNECT EXISTING WATER SERVICE AFTER TESTING IS COMPLETE. O REMOVE SIDEWALK, SEE TYPICAL SIDEWALK REMOVAL DETAIL, SHEET DT03. ® SEE WA SHEETS FOR HIGHLINE WATER DISTRICT SYSTEM. 0 REPLACE SIDEWALK, CURB & GUTTER, PAVEMENT AND LANDSCAPING AS NECESSARY. 0 ABANDON WATER PIPE. PLUG ENDS WITH CONCRETE. LEGEND FEDERAL AID PROJECT NO. STPUL-1041(003) SOUTHCENTER PARKWAY EXTENSION — CONSTRUCTED BY OTHERS TUKWILA SANITARY SEWER AND WATER PLAN MERIDIAN ZONE NAD 83 (1991) NCVD 29 BENCH MARK CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 CEy`��E 0 10 20 HORIZONTAL 40 0 2.5 5 VERTICAL Li 7-00‘49 No. 9 r T 19 2011 munity upir1 o n t 10 UT1 4 128 o1 257 File No. TUKA0001 UTsh14.dwg Scale AS SHOWN J Date 02/10 440 dlo 02/22110 3:17pm - P:\0TUKA00000001\0400CAD\TT\DWG\Sheets\TUKA0001_UTsh15.dw0 40 1 35 i— w w 30 0) w w CO25 O O CO2Q F— 15 w z 10 U H CQ 5 G � --------- SU - C1 SD - • — =t) = x' T23N,R4E,WM 0 su SEE SS SHEETS FOR FOR LATERAL SEWER PROFILE PLAN t,7 0 --. 0 LEGEND JOINT UTILITY TRENCH, SEE TYPICAL SECTIONS — CONSTRUCTED BY OTHERS PROPOSED GRADE CONSTRUCTION 1 SSMH #29, TYPE 1-54" 01A. 12" I c ,, \ �\ NEW 24" SD IE=24.01 NEW 6" W NEW 12" -SD IE=26.78 W/ DROP CONNECTION STA 149+08, 12' :LT. RIM = 30.86 20" IN = 10.81 ($) 20" OUT = 10.71 (N) 12" IN = 11.24 (E,W) = 18.95 (W) CONNECT W/ OUTSIDE DROP EXISTING GRADE CO CONSTRUCTION I NEW 12" W NEW 24" SD EW .8•• 359 LF :20" DIP ©. 0.18% 0 372 LF 20" DIP ® 0.18% o ,o 20 HORIZONTAL VERTICAL CID GENERAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR 2D PROTECTING ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED OF AS DIRECTED BY THE ENGINEER. 2. EXISTING 10" AC WATER LINE WILL oo REMAIN IN PLACE DURING CONSTRUCTION. w LLJ 3. SEE HIGHLINE WATER DISTRICT SHEETS CO FOR WATER LINE SOUTH OF S. 180TH STREET. 4. SEWER SERVICE SHALL BE MAINTAINED AT ALL TIMES. 40 35 (CC)1- 1- w w 30 w UJ 25 0) O O 20 LO 15 1- w z 10 U H 5 CQ 0) O r7 N 17 rM cn cn cV In') 0 ') a N rM N r7 rM cci cn od M N u7cci N r') 0I0) 0 0 (D N r7 co olo O O 00 O 0I— NI OI01 O N CCi 0 1- Oco csi ON 0 0) c NIM 146+00 146+40 146+80 147+20 147+60 148+00 148+40 PROFILE 148+80 149+20 149+60 150+00 ON O0J c 150+40 co 150+80 UTILITY NOTES: 0 REMOVE PIPE. 0 ABANDON PIPE. FILL PIPE WITH CONTROL DENSITY FILL. O3 ABANDON MANHOLE. REMOVE TOP 4' IF MIN. FILL WITH CONTROL DENSITY FILL. SADDLE NEW MANHOLE OVER EXISTING 40 10 4 SANITARY SEWER PIPE. ® REMOVE HYDRANT ASSEMBLY AND RETURN TO CITY SHOPS. It 3 © RECONNECT EXISTING WATER SERVICE AFTER TESTING IS COMPLETE. 0 REMOVE SIDEWALK, SEE TYPICAL SIDEWALK REMOVAL DETAIL, SHEET DT03. ® SEE WA SHEETS FOR HIGHLINE WATER DISTRICT SYSTEM. REPLACE SIDEWALK, CURB & GUTTER, PAVEMENT AND LANDSCAPING AS NECESSARY. 10 ABANDON WATER PIPE. PLUG ENDS WITH CONCRETE. MERIDIAN ZONE NAD 83 (1991) NGVD 29 BENCH MARK CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 1908 A +% PUBLIC WORKS DEPT. *ENGINEERING *STREETS* WATER*SEWER*PARKS*BUILDING * By Date Designed JDTO 02/10 Drawn DLO 02/10 Checked SBS 02/10 Proj Eng MLF 02/10 Proj Dir Field Bk # DAVID EVANS 1=1 ANDASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL-1041(003) SOUTHCENTER PARKWAY EXTENSION TUKWILA SANITARY SEWER AND WATER PLAN ECEIVED No. Date OCT 19 2017 Reyi©ions UT1 5 129 of 257 File No. TUKA0001_UTsh15.dwg Scale AS SHOWN Date 02/10 vrnmunlAy Development a 40 1- D35 1- w w I30 w LU (025 O O + L20 L1 5 (1) w Z J10 U <5 C G 5'SEE SS SHEETS ,i' FOR LATERAL SEWER PROFILE SSMH #30 T 23 N, R 4 E, WM /JOINT UTILITY TRENCH, SEE TYPICAL SECTIONS __- — 153+00 \, Final Plot Phi 1 PROPOSED GRADE CONSTRUCTION / 0 Final Plat Phne1 LOT 3 SOUTHCENTER PARKWAY 15 •• 156 4 PLAN 00 I'6 D.. LEGEND - CONSTRUCTED BY OTHERS •SMH #30, TYPE 1-54" DIA. STA 152+79, 12' LT. RIM = 32.61 18" IN = 11.61 (S) 20" OUT =: 11.48 (N) 12" IN = 12.00 (E) EXISTING GRADE C4f CONSTRUCTION 56+00 SEE SHEET UT17 MATCHLINE STA. t I 0 NEW 12" SD IE=27.73 ------------------ NEW 6" W ----------------------------- ---------------- --------------------- NEW TEMP. 18 IE=28.75 SD EX. 48" SD NEW 12" SD IE=28.65 EX. 24" SD NEW 6" W I 372LF20"DIP ®0. 18% 'WI 0 3 6 LF 18" DIP @ 0.18% cn N V) s UD N N 1') 01 1- 1) co csi W CO 0/ n N) 0) co csi PO 00) M 0) 0) O 0) O M O 0) O O 0) 0) O M O M O M O M O M O CO 0) 01 M co M d 0) cocsi N) O M CO 00 rn 0) O co M co 0 151+20 151+60 152+00 152+40 152+80 PUBLIC WORKS _DEFT_ *ENGINEERING*STREETS*WATER*SEWER*PARKS*BUILDING * 153+20 By 153+60 PROFILE Date Designed JDTO 02/10 Drawn DLO 02/10 Checked SBS 02/10 Proj Eng MLF 02/10 Proj Dir Field Bk # 154+00 154+40 DAVID EVANS Q AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 154+80 155+20 155+60 FEDERAL AID PROJECT NO. STPUL-1041(003) SOUTHCENTER PARKWAY EXTENSION 40 ti 1- 35 1- w w 30 CO w LU 25 Q) O 10 ABANDON WATER PIPE. PLUG ENDS 20 O WITH CONCRETE. L() 1-10 RI ZSNTAL 40 0 2.5 5 VERTICAL GENERAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED OF AS DIRECTED BY THE ENGINEER. 2. EXISTING 10" AC WATER LINE WILL REMAIN IN PLACE DURING CONSTRUCTION. 3. SEE HIGHLINE WATER DISTRICT SHEETS FOR WATER LINE SOUTH OF S. 180TH STREET. 4. SEWER SERVICE SHALL BE MAINTAINED AT ALL TIMES. UTILITY NOTES: Q REMOVE PIPE. 0 ABANDON PIPE. FILL PIPE WITH CONTROL DENSITY FILL. Q ABANDON MANHOLE. REMOVE TOP 4' iii MIN. FILL WITH CONTROL DENSITY FILL. SADDLE NEW MANHOLE OVER EXISTING 10 LJ If 3 4 SANITARY SEWER PIPE. Q REMOVE HYDRANT ASSEMBLY AND RETURN TO CITY SHOPS. © RECONNECT EXISTING WATER SERVICE111. AFTER TESTING IS COMPLETE. 0 REMOVE SIDEWALK, SEE TYPICAL SIDEWALK REMOVAL DETAIL, SHEET DT03. Q SEE WA SHEETS FOR HIGHLINE WATER DISTRICT SYSTEiv1. 15 r— w Z 10 0 5 < 156+00 TUKWILA SANITARY SEWER AND WATER PLAN Q REPLACE SIDEWALK, CURB & GUTTER, PAVEMENT AND LANDSCAPING AS NECESSARY. MERIDIAN ZONE L /7-ao61 NAD 83 (1991) NCVD 29 BENCH MARK CALL 48 HOURS BEFORE YOU DIG COMMON GROUND OCT 192017 No. Date Community Development Revisions UT16 130 or 257 File No. TUKA0001_UTsh16.Avg Scale AS SHOWN Date 02/10 4a (D H 1` w w 2 w w co O O (D w z J H 40 O t— D35 1- w w (=30 w (LL)25 O O + 120 1-15 • c w z J10 0 C<- 5 C o� • T23N,R4E,WM JOINT UTILITY TRENCH, SEE TYPICAL SECTIONS I-00 SSMH #31 SOUTHCENTER PARKWAY w Iz J I.LI — wh w 157+00 " w 4- 158 -00 A dL 159+00 Ftnoi Plot Plitt1 W" 3 PLAN SSMHI#32 8 0 160+00 W w, 161 SEE SS SHEETS FOR LATERAL SEWER PROFILE EX. SEWER LATERAL e LEGEND — CONSTRUCTED BY OTHERS ROPOSED GRADE CONSTRUCTION l. EXISTING GRADE CO CONSTRUCTION r- ---------------- IE=24.73 --------------------- ----------------- NEW 12" SD IE=27.55 NEW 6"W� NEW 24" IE=23 SD c 66 NEW12'W ---------------- 400 LF 18" DIP ® 0.18% 263 LF 18" DIP © 0.18% SSMH #31, TYPE 1-48" DIA. STA' 156+75. 1'2' LT. RIM = 31.86 18"IN= 12.42 (S) 18" OUT = 12.32 (N) 312 LF 18" DIP ® 0.18% SSMH #32, TYPE 1-48" DIA. STA 159+38: • 12' LT. RIM = 31.92 18" IN = 12.99 (S) 18" OUT = 12.89 (N) 12" IN = 13.29 (E,W) co csi csi oo M 0 r7 co co csi 52 co co O co r1 Lio O M 52 M co O co 5 0) M 20 op 00 1' co M r- co 01 co cN N N 'N1 co co co M N co CV M M M M N M O M cN (V M r2 M 01 M cn 17 M 0 M O 156+00 156+40 156+80 157+20 157+60 158+00 PUBLIC WORKS KEPT_ *ENGINEERING*STREETS*WATER*SEWER*PARKS*BUILDING * 158+40 By 158+80 PROFILE Date Designed JDTO 02/10 Drawn DLO 02/10 Checked SBS 02/10 Proj Eng MLF 02/10 Proj Dir Field Bk • 159+20 DAVID EVANS AND ASSOCIATES inc. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 159+60 160+00 160+40 FEDERAL AID PROJECT NO. STPUL-1041(003) 160+80 SOUTHCENTER PARKWAY EXTENSION co H 1— w w w w O O O w z U 2 40 35 O 10 20 HORIZONTAL O 2.5 5 VERTICAL GENERAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED OF AS DIRECTED BY THE ENGINEER. 2. EXISTING 10" AC WATER LINE WILL REMAIN IN PLACE DURING CONSTRUCTION. 3. SEE HIGHLINE WATER DISTRICT SHEETS FOR WATER LINE SOUTH OF S. 180TH STREET. 4. SEWER SERVICE SHALL BE MAINTAINED AT ALL TIMES. UTILITY NOTES: 0 REMOVE PIPE. ® ABANDON PIPE. FILL PIPE WITH CONTROL DENSITY FILL. 0 ABANDON MANHOLE. REMOVE TOP 4' IFMIN. FILL WITH CONTROL DENSITY FILL. SADDLE NEW MANHOLE OVER EXISTING SANITARY SEWER PIPE. 05 REMOVE HYDRANT ASSEMBLY AND RETURN TO CITY SHOPS. O ® RECONNECT EXISTING WATER SERVICE AFTER TESTING IS COMPLETE. 0 REMOVE SIDEWALK, SEE TYPICAL SIDEWALK REMOVAL DETAIL, SHEET w DT03. w 30 = ® SEE WA SHEETS FOR HIGHLINE WATER (/) DISTRICT SYSTEM. w ® REPLACE SIDEWALK, CURB & GUTTER, w PAVEMENT AND LANDSCAPING AS 25 C/) NECESSARY. O 10 ABANDON WATER PIPE. PLUG ENDS -1-WITH CONCRETE. 20 i5 10 TUKWILA SANITARY SEWER AND WATER PLAN O vJ w z MERIDIAN ZONE Alma am NAD 83 (1991) NCD29 BENCH MARK L/7-000� CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 No. Date OCT 19 2017 Community INIV1510Q1 if 3 u 0 o- F 2 4 UT17 131of 257 File No. TUKA0001 UTsh17.dwg Scale AS SHOWN Date 02/10 10 a 40 ti l~ D35 w w I30 w � 25 O O + e-20 ▪ 5 0) w Z J10 ~5 < JOINT UTILITY TRENCH, SEE TYPICAL SECTIONS SSMH #33 62?00 SOUTFTCENTER PARKWAY I163+00 PLAN T23N,R4E,WM 165+00 LEGEND SEE SS SHEETS 17 FOR LATERAL SEWER PROFILE SSMH #34 166 ONO N01V:0 31VINIX0: — CONSTRUCTED BY OTHERS EXISTING GRADE CONSTRUCTION l PROPOSED GRADE CO CONSTRUCTION c. NEW 12" SD IE=27.48 NEW 6" W NEW 18" TEMP. SD IE=•27.08 NEW 12" SD IE=23.88 NEW 12" SD IE= 26.01 NEW 8" NEW 12" SD IE=25.58 312 LF 18" DIP © 0.18% 300 LE 18" DIP •Cti 0118% SSMH #33, TYPE 1-48" DIA. STA 162+50, 12': LT. RIM' = 30.75 18" IN = 13.65 (S) 18" OUT = 13.55 (N) 0 386 LF 18'' DI 0.18% 0) 1- H w LU co w w 0) O O + CO CO Vi w Z J U H 0 10 20 40 HORIZONTAL 0 2.5 5 VERTICAL GENERAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED OF AS DIRECTED BY THE ENGINEER. 2. EXISTING 10" AC WATER LINE WILL REMAIN IN PLACE DURING CONSTRUCTION. 3. SEE HIGHLINE WATER DISTRICT SHEETS FOR WATER LINE SOUTH OF S. 180TH STREET. 4. SEWER SERVICE SHALL BE MAINTAINED AT ALL TIMES. UTILITY NOTES: 0 REMOVE PIPE. O2 ABANDON PIPE. FILL PIPE WITH CONTROL DENSITY FILL. 10 ® SADDLE NEW MANHOLE OVER EXISTING SANITARY SEWER PIPE. LJ 3 ABANDON MANHOLE. REMOVE TOP 4'3 MIN. FILL WITH CONTROL DENSITY FILL. in ®S REMOVE HYDRANT ASSEMBLY AND 40 RETURN TO CITY SHOPS. 35 30 25 P SSMH #34, TYPE 1-48" DA. STA 165+50, 12' LT. RIM • _ • 29.84 18" IN = 14.29 (S 18" OUT = 14.19 (N) 12"IN= 14.59 (E 00 o_ r M 0 co 7 4 M N 0 0 rei O N cn r•) CO r') N O O O M 4 oo 20 0) 0 N 02 O 0 Co 01 O N N O n N N 4 O M 00 r` N r7 O M (0 01 N N O M 03 N Lc) O M)) O N co O 01 N d O d 01 N 0 (OD N T N 01 N 0) N N O O CO N O co N O r) 01 N N N 161+20 161+60 162+00 162+40 162+80 PUBLIC WORKS DEFT_ *ENGINEERING *STREETS*WATER*SEWER*PARKS * BUILDING * 163+20 163+60 PROFILE By Date Designed JDTO 02/10 Drawn DLO 02/10 Checked SBS 02/10 Proj Eng MLF 02/10 ProjDir Field Bk # 164+00 164+40 DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 164+80 165+20 165+60 FEDERAL AID PROJECT NO. STPUL-1041(003) SOUTHCENTER PARKWAY EXTENSION 15 10 co 1e— . F- LU w (1) w w 00 O O 20 CO e- 0) 'r'^^ w Z J 5 cQ 166+00 TUKWILA SANITARY SEWER AND WATER PLAN © RECONNECT EXISTING WATER SERVICEIL AFTER TESTING IS COMPLETE. 0 REMOVE SIDEWALK, SEE TYPICAL CI SIDEWALK REMOVAL DETAIL, SHEET D T03. SEE WA SHEETS FOR HIGHLINE WATER DISTRICT SYSTEM. 0 REPLACE SIDEWALK, CURB & GUTTER, PAVEMENT AND LANDSCAPING AS NECESSARY. 10 ABANDON WATER PIPE. PLUG ENDS WITH CONCRETE. MERIDIAN ZONE L/7-oa6P NAD 83 (1991) NGVD 29 BENCH MARK CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 No. Date Community Development F V n �1re�esa J UT1 8 132 257 File No. TUKA0001_UTsh18.dwg Scale AS SHOWN Date 02/10 4$a rn ao 0 -c Ti 0 0 a N 0) a 0 0 0 0 0 d 0 i 0 0 0 0 0 a Y 0 dlo 02/22/10 5:16pm O O NI` d Q 1— I— V)W L11W Z_ J U) =w Uw I— CO 2 40 35 10 5 STA 142+30-, -33 00' LT. INSTALL: 1-16"x6" TEE (RJxFL) 46 LF 6" D.I. (RJ) 2-6" 45' VERTICAL BENDS (RJ) fl 6" 'CLEAR -OVER STORM X-ING 1-5 1/4" MVO HYDRANT ASSY. (RJ) CONCRETE BLOCKING STA 42+30 TEE STA 142+04, 33' RT INSTALL 2" SERVICE NEW SANITARY PUMP STATION 33.00' RT. STA 143+10, INSTALL: 1-16"x6" TEE (RJxFL) 22 LF 6" D.I. (RJ) 1-5 1/4" MVO HYDRANT CONCRETE BLOCKING Final Plat Phtaze LOT a 7 r------� - 42" MIN. COVER 60" MAX. COVER (TYP.) (TYP.) ASSY. (RJ) - 'S—F- =k44 25,33.00' LT. INSIA1,,L 1-16"x8" TEE (RJxFL) 1-8" GATE VALVE (FLxRJ) 62 LF 8" D.I. (RJ) 2-8" 45' VERTICAL BENDS (RJ) 6" CLEAR OVER STORM X-ING 1- 8"x6" TEE (FLxRJ) 1-4" BLOW -OFF ASSEMBLY, 50' LT 1-5 1/4" MVO HYDRANT ASSY. (RJ) CONCRETE BLOCKING PLAN EXISTING GRADE CO CONSTRUCTION — PROPOSED .GRADE CONSTRUCTION SOUTHCENTER PARKWAY EXTENSION PROJECT Tukwila, Washington NEW SANITARY 28 LF- T6 D.L SEWER STA 144+53, 12.00' RT. INSTALL: 1-16"x12" TEE (FL) 1-12"X6" REDUCER (FL) 1-6" GATE VALVE (FLxRJ) 1-6" D.I. SPOOL 1-6" LONG SLEEVE (RJ) CONNECT TO EXISTING CONCRETE BLOCKING STA 144+53, 45' RT. INSTALL: 1-6" BLIND FLANGE REMOVE EX. GATE VALVE, SOUTH CUT AND CAP EX. MAIN TO BE ABANDONED IqT 0 v 0 Lu W W C 1 -- NEW 12' SD IE=27.63 I 16" DIA. CL 52 WATER MAIN RJ EX. G EX. SS NEW 24" SD IE=23.24 EX. W STA 144+53 TEE NEW 12" SS IE=23.35 STA 142+04 WATER SERVICE STA 143+10 IEE _,5?A 144+25 TEE NOTE: ALL EXISTING UTILITIES LOCATED FROM DATA AVAILABLE ADDITIONAL UTILITIES MAY BE PRESENT, INVERT ELEVATIONS AND ACTUAL LOCATIONS MAY VARY FROM WHAT IS SHOWN. CONTRACTOR SHALL POTHOLE IN ADVANCE OF WATER MAIN CONSTRUCTION TO VERIFY LOCATION AND DEPTH OF EXISTING AND PROPOSED UTILITIES. ROADWAY 1 EXISTING GRADE (TYP) ROADWAY G FINISHED GRADE (TYP) co csi 1')) O c (01 r7 N n a0 r') 0, N • m )') N co r�7 CO N 0) O 0 d N O rM N 0) M N M M) 0 N cV M N N r7 0) N 0 N 00 d N 0) csi rr) + 0 0 142a-40 142+50 434.20 143+6C; 44, CC", PROFILE No. Date By Revision 144+40 P.O. BOX 3867 23828 30th Ave. So. KENT, WA 98032-3867 144+80 145+20 145+60 (206) 824-0375 (206) 824-0806 - FAX 146• 40 35 25 20 15 10 5 GENERAL NOTES 1. SEE SHEET UT1-UT29 FOR SANITARY SEWER. 2. SEE SHEETS PP01-PP16 FOR STORM SEWER. 3. REMOVE VALVE AND/OR HYDRANT. CONTRACTOR SHALL SALVAGE EX. HYDRANTS TO THE HIGHLINE WATER DISTRICT'S STORAGE YARD OR DISPOSE OF THEM AT THE CONTRACTOR'S EXPENSE PER HIGHLINE WATER DISTRICT DISCRETION. 4. CONTRACTOR IS TO MAINTAIN A MINIMUM 12" OF VERTICAL CLEARANCE BETWEEN WATERMAIN AND OTHER PIPES. THE DISTRICT PREFERS TO LOWER THE WATER MAIN TO MAINTAIN A MINIMUM OF 12" CLEARANCE, HOWEVER IF THE SITUATION WARRANTS AND IF THE DISTRICTS REPRESENTATIVE AGREES, THE WATER MAIN MAY BE RAISED TO MAINTAIN A MINIMUM 6" OF VERTICAL SEPARATION WITH PLASTIC FOAM PAD. IN EITHER CASE, THE COST ASSOCIATED WITH EITHER LOWERING OR RAISING THE WATERMAIN ARE CONSIDERED INCIDENTAL TO THE CONTRACT WITH NO ADDITIONAL COMPENSATION. 5. MAINTAIN MINIMUM 5' HORIZONTAL SEPARATION FROM UTILITIES, EXCEPT SANITARY SEWER. SANITARY SEWER SHALL BE 10' HORIZONTAL CLEARANCE. 6. ALL PIPE JOINTS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED JOINT. 7. ABANDON EX. MAIN IN PLACE. CUT AND CAP MAIN AT ALL CONNECTION. REMOVE AND DISPOSE OF ALL VALVE BOXES. 8. HORIZONTALLY DEFLECT PIPE AS NECCESSARY; HOWEVER, MAXIMUM DEFLECTION PER EACH JOINT SHALL NOT EXCEED 1.5 DEGREES OR ONE-HALF MANUFACTURER'S DEFLECTION. 9. SEE CONTRACT PROVISIONS FOR HIGHLINE WATER DISTRICT STANDARD PLANS. UTILITY NOTES 0 ABANDON PIPE IN PLACE 0 ABANDON EXISTING PRV VAULT. REMOVE AND SALVAGE INTERNAL COMPONENTS AND PRV TO DISTRICT. REMOVE AND LAWFULLY DISPOSE OF LID. FILL VAULT WITH SAND. CAP TOP 24" WITH TOPSOIL. RESTORE LANDSCAPING. CUT AND CAP EXISTING MAINS TO BE ABANDONED. (3) REMOVE VALVE AND/OR HYDRANT. CIJT AND CAP EXISTING MAINS. L/7—oo6/ PREPARED BY: DRAWING SCALE: AS SHb C E I DESIGNED BY: JDTO DRAWN BY: DLO OCT 19 WCI CAVIL EVANS ANDASSOCIATES !Pic. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 co o to 20 40 HORIZONTAL 0 2.5 5 VERTICAL MERIDIAN ZONE 10 NAD 83 (1991) NGVD 29 BENCH MARK CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 21,41 HIGHLINE WATER DISTRICT CHECKED BY: MLF APPROVED BY: Communit Developmer t SOUTHCENTER PARKWAY EXTENSION WATER MAIN PLAN SHEET WA08 244 of 257 #a 3 0 '0 1 cn 0 0 N 0) 0 U 0 0 0 0 0 O Cri F- a r co 0 STA 147+25, 33.00' LT. -- -_----so- INSTAL[: 1-16"x6" TEE (RJxFL) 46 LF 6" D.I. (RJ) 2-6" 45' VERTICAL BENDS (RJ) 6" CLEAR OVER STORM X-ING 1-5 1/4" MVO HYDRANT ASSY. (RJ) CONCRETE BLOCKING STA 146+45, 39.00' RT. INSTALL: 2" COMBINATION AIR VALVE STA 146+15, 33.00' RT. INSTALL: 1-16"x6" TEE (RJxFL) 22 LF 6" D.I. (RJ) 1-5 1/4" MVO HYDRANT ASSY. (RJ) CONCRETE BLOCKING SOUTHCENTER PARKWAY EXTENSION PROJECT -- Tukwila, Washington VERTICAL JOINT DEFLECTION UNDER STORM NEW STORM SEWER I I SOUTHCENTER PARKWAY NEW SANITARY_,L_-_ --SEWERT ---- 1.49+OOI w 110 LF 16" D.I. W W 98 LF 16" D.I. STA 148+35, 33.00' RT. INSTALL: 1-16"x6" TEE (RJxFL) 22 6" D.I. (RJ) Fli� `Qt 1-5 1/4" MVO HYDRANT ASSY. (RJ) CONCRETE BLOCKING PROPOSED GRADE CONSTRUCTION Phose tZT PLAN 1 T ) STA 146+45 AIR VALVE NEW 24" SD IE=24.05 NEW 12" SD 1E=26'.87 42" M N. COVER 60" MAX. COVER (TYP. ) (TYP.) NEW 12" SS IE=22.19 16" DIA STA-149+3L, 88' LT. INSTALL: 2-12" 45' VERTICAL BENDS (RJ) CLEAR 1-4"BLOW-OFF ASSEMBLY V CONCRETE BLOCKING STA 149+33, 12' RT. INSTALL: 1-16"x12" CROSS (FL) 2-16" GATE VALVES (FLxRJ) 2-12" GATE VALVES (FLxRJ) 4-VALVE MARKERS - - - _�- - STA 149+32, 88' RT. NSTALL: 2-12" 45' VERTICAL BENDS (RJ) 6" CLEAR UNDER STORM X-ING 1-4" BLOW -OFF ASSEMBLY CONCRETE BLOCKING STA 150+15, 45.00' LT. INSTALL: 1-16"x8" TEE (RJxFL) 58 LF 8" D.I. (RJ) 1-6"x8" REDUCER (RJ) ,' 1-5 1/4" MVO HYDRANT ASSY. (RJ) CONCRETE BLOCKING\ STA ..149.+56 12' RT INSTALL: 1-22.5' BEND (RJ) CONCRETE BLOCKING EXISTING GRADE ®. CONSTRUCTION I STA.1.50+.07 12' RT INSTALL: 1 '-22.5' BEND (RJ) CONCRETE BLOCKIN NEW 24" SD IE=24.70 CL 52 WATER MAIN, RJ STA 149+33 STA 146+15 TEE STA 147+25 TEE STA 1 48 +35 LL NOTE ALL EXISTING UTILITIES LOCATED FROM DATA AVAILABLE ADDITIONAL UTILITIES MAY BE PRESENT, INVERT ELEVATIONS AND ACTUAL LOCATIONS MAY VARY FROM WHAT IS SHOWN. CONTRACTOR SHALL POTHOLE IN ADVANCE OF WATER MAIN CONSTRUCTION TO VERIFY LOCATION AND DEPTH OF EXISTING AND PROPOSED UTILITIES. ROADWA EXISTING (TYP) GRADE ROADWAY c FINISHED GRADE (TYP) CROSS EX. W CE TA 150+15 EE STA 149+60, 12' RT INSTALL: 1 -22.5' BEND (RJ) CONCRETE BLOCKING STA 1 50+00, 12' RT INSTAL II 1-22.5' BEND (RJ) CONCRETE BLOCKING 0 O 40 to O 35 1- w Iuu w (1) O O 020 F_15 N w Z10 J 5 2 m O +00 co O M O CO N M) cn N) 146+40 O M co r,) N N) r7) 146+80 r•) N M co N) O) N M N ai v.) N) M co N M r•) 147+20 147+60 cci M t W O CO N O r, O N O rr) 0 00 (D 0 M cd co O O CO r,) O 0 CO 0) O 00 CO N N') ONO N N') 000 0, - O6 N r7 0 ca 148+00 148+40 148+80 149+20 149+60 150+00 150+40 PROFILE O N co Pi 150+80 40 1ICD35 Q - SU w J = CO 25 W w CO 0 20 CD T- LO 15 Q I-- U) 10 Z J 1 5 I- Sa G GENERAL NOTES 1. SEE SHEET UT1-UT29 FOR SANITARY SEWER. 2. SEE SHEETS PP01-PP16 FOR STORM SFWFR, 3. REMOVE VALVE AND/OR HYDRANT. CONTRACTOR SHALL SALVAGE EX. HYDRANTS TO THE HIGHLINE WATER DISTRICT'S STORAGE YARD OR DISPOSE OF THEM AT THE CONTRACTOR'S EXPENSE PER HIGHLINE WATER DISTRICT DISCRETION. 4. CONTRACTOR IS TO MAINTAIN A MINIMUM 12" OF VERTICAL CLEARANCE BETWEEN WATERMAIN AND OTHER PIPES. THE DISTRICT PREFERS TO LOWER THE WATER MAIN TO MAINTAIN A MINIMUM OF 12" CLEARANCE, HOWEVER IF THE SITUATION WARRANTS AND IF THE DISTRICTS REPRESENTATIVE AGREES, THE WATER MAIN MAY BE RAISED TO MAINTAIN A MINIMUM 6" OF VERTICAL SEPARATION WITH PLASTIC FOAM PAD. IN EITHER CASE, THE COST ASSOCIATED WITH EITHER LOWERING OR RAISING THE WATERMAIN ARE CONSIDERED INCIDENTAL TO THE CONTRACT WITH NO ADDITIONAL COMPENSATION. 5. MAINTAIN MINIMUM 5' HORIZONTAL SEPARATION FROM UTILITIES, EXCEPT SANITARY SEWER. SANITARY SEWER SHALL BE 10' HORIZONTAL CLEARANCE. 6. ALL PIPE JOINTS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED JOINT. 7. ABANDON EX. MAIN IN PLACE. CUT AND CAP MAIN AT ALL CONNECTION. REMOVE AND DISPOSE OF ALL VALVE BOXES. 8. HORIZONTALLY DEFLECT PIPE AS NECCESSARY; HOWEVER, MAXIMUM DEFLECTION PER EACH JOINT SHALL NOT EXCEED 1.5 DEGREES OR ONE-HALF MANUFACTURER'S DEFLECTION. 9. SEE CONTRACT PROVISIONS FOR HIGHLINE WATER DISTRICT STANDARD PLANS. UTILITY NOTES O1 ABANDON PIPE IN PLACE 0 ABANDON EXISTING PRV VAULT. REMOVE AND SALVAGE INTERNAL COMPONENTS AND PRV TO DISTRICT. REMOVE AND LAWFULLY DISPOSE OF LID. FILL VAULT WITH SAND. CAP TOP 24" WITH TOPSOIL. RESTORE LANDSCAPING. CUT AND CAP EXISTING MAINS TO BE ABANDONED. (3) REMOVE VALVE AND/OR HYDRANT. CUT AND CAP EXISTING MAINS. H0 0RI10 Z020 NTAL 40 0 2.5 5 VERTICAL L /7 _co (d PREPARED BY: 10 MERIDIAN ZONE NAD 83 (1991) NGVD 29 BENCH MARK CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 DAVID EVANS I=1 AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 No. Date By Revision P.O. BOX 3867 23828 30th Ave. So. KENT, WA 98032-3867 (206) 824-0375 (206) 824-0806 - FAX DRAWING SCALE: AS SHOWN DESIGNED BY: JDTO DRAWN BY: DLO fl . : I VATER DISTRICT SHEET WA09 CHECKED BY: MLF APPROVED BY: SOUTHCENTER PARKWAY EXTENSION OCT 19 MITER MAIN PLAN 245 of 257 ommunity Development L a MATCHLINE STA. 151+00 40 35 30 0) j25 F- LU W2o 0) UJ1s 0) 10 5 r--__ ----- NEW 12" SD IE=27.64 j C52* Ij STA 152+90, 33.00' LT. INSTALL: 1-16"x6" TEE (RJxFL) 46 LF 6" D.I. (RJ) 1-5 1/4" MVO HYDRANT ASSY. (RJ) CONCRETE BLOCKING SOUTHCENTER PARKWAY 153+00 \154+00 STA 155+-70, 33.00' LT.-- \ INSTALL: \ 1-16"x8" TFF (RJxFL ) 1— GATE VALVE (FLxRJ) 62 LF 8" D.I. (RJ) '1-8"x6" TEE (FLxRJ) 1-4" BLOW —OFF ASSEMBLY, 50' LT 1-5 1/4" MVO HYDRANT ASSY. (RJ) CONCRETE BLOCKING • • • • NEW SANITARY SEWER 155+00 156 w w w 150 LF 16" D.I. NEW STORM SEWER w 3ZE 4— aa w w w 160 L' 16" D.I. w 12' (TYP.) 5 \ w w w w 100 LF 16D.I. w 20 LF NEW STORM 16" D.I. SEWER L� STA 151+40, 33.00' RT. INSTALL: 1-16"x6" TEE (RJxFL) 22 LF 6" D.I. (RJ) 2-6" 45' VERTICAL BENDS (RJ) 6" CLEAR OVER STORM X—ING 1-5 1/4" MVO HYDRANT ASSY. (RJ) CONCRETE BLOCKING Firs) Pkit Pr.1 LOT STA 1 52+60, 39.00' RT. INSTAI L: 2" CO ABINATION AIR VALVE PROPOSED GRADE CONSTRUCTION --- F cm I plat Ph►C1 L� 3 SOUTHCENTER PARKWAY EXTENSION PROJECT Tukwila, Washington C PLAN STA 154+50, 33.00' RT. INSTALL: 1-16"z6" TEE (RJxFL) 22,,LF6" D.I. (RJ) T 5 1/4" MVO HYDRANP ASSY. (RJ) CONCRETE BLOCKING GENERAL NOTES 1. SEE SHEET UT1—UT29 FOR SANITARY SEWER. 2. SEE SHEETS PP01—PP16 FOR STORM SEWER. 3. REMOVE VALVE AND/OR HYDRANT. CONTRACTOR 1— SHALL SALVAGE EX. HYDRANTS TO THE HIGHLINE WATER DISTRICT'S STORAGE YARD OR DISPOSE OF THEM AT THE CONTRACTOR'S EXPENSE PER HIGHLINE WATER DISTRICT DISCRETION. I— 4. CONTRACTOR IS TO MAINTAIN A MINIMUM 12" OF LU VERTICAL CLEARANCE BETWEEN WATERMAIN AND UJ OTHER PIPES. THE DISTRICT PREFERS TO LOWER I THE WATER MAIN TO MAINTAIN A MINIMUM OF 12" CO CLEARANCE, HOWEVER IF THE SITUATION WARRANTS AND IF THE DISTRICTS REPRESENTATIVE LU AGREES, THE WATER MAIN MAY BE RAISED TO UJ MAINTAIN A MINIMUM 6" OF VERTICAL SEPARATION CO WITH PLASTIC FOAM PAD. IN EITHER CASE, THE COST ASSOCIATED WITH EITHER LOWERING OR O RAISING THE WATERMAIN ARE CONSIDERED INCIDENTAL TO THE CONTRACT WITH NO + ADDITIONAL COMPENSATION. CO LO - 5. MAINTAIN MINIMUM 5' HORIZONTAL SEPARATION FROM UTILITIES, EXCEPT SANITARY SEWER. Q SANITARY SEWER SHALL BE 10' HORIZONTAL CLEARANCE. Co 6. ALL PIPE JOINTS AND FITTINGS SHALL BE W MECHANICALLY RESTRAINED JOINT. — 7. ABANDON EX. MAIN IN PLACE. J CUT AND CAP MAIN AT ALL CONNECTION. REMOVE 1 AND DISPOSE OF ALL VALVE BOXES. I- 8. HORIZONTALLY DEFLECT PIPE AS NECCESSARY; Q HOWEVER, MAXIMUM DEFLECTION PER EACH JOINT C SHALL NOT EXCEED 1.5 DEGREES OR ONE—HALF c MANUFACTURER'S DEFLECTION. NEW TEMP. 18 SD I E= 28.75 — 42" . MIN. COVER . (TYP,). 60" MAX. COVER (TYP.), EXISTING GRADE Crt' CONSTRUCTION 1 NEW 12" SD IE=28.41 6" DIA. CL 52 WATER MAIN, R NEW 24" SD IE=25.30 EX. 48" SD/ EX. 24" SD STA 151 40 TFF STA 152+60 R VALVE ST TF 152+90 STA 154+50 TFF STA TEE 155+70 NOTE: ALL EXISTING UTILITIES LOCATED FROM DATA AVAILABLE ADDITIONAL UTILITIES MAY BE PRESENT, INVERT ELEVATIONS AND ACTUAL LOCATION$ MAY VARY FROM WHAT IS SHOWN. CONTRACTOR SHALL POTHOLE IN ADVANCE OF WATER MAIN CONSTRUCTION TO VERIFY LOCATION AND DEPTH OF EXISTING AND PROPOSED UTILITIES. ROADWAY EXISTING (TYP) GRADE ROADWAY FINISHED GRADE (TYP) rn M 0 M M N M O r) 01 r7 0) r7 1+) oo r7 CO M co 0) csi r7 00I co O m 1' O 0) csi r7 0 0 !") 0 0 r7 0 csi r) O 2 0 M O ro 0 0) ri 0 n2 O O M O 1 O co. M O (Ni co c1 r7 2 CO M co csi r7 C. M oo 2 co O r) co csi M co O M 151-r20 151+60 152+00 152+40 152+80 No. Date By Revision 153+20 153+60 PROFILE P.O. BOX 3867 23828 30th Ave. So. KENT, WA 98032-3867 154+00 54+40 (206) 824-0375 (206) 824-0806 - FAX 154+80 155+20 DRAWING SCALE: AS SHOWN DESIGNED BY: JDTO 155+60 156 G.17 -oo�� DRAWN BY: DLO Oi1T 1 CHECKED BY: MLF APPROVED BY: Comm Develo 40 9. SEE CONTRACT PROVISIONS FOR HIGHLINE WATER DISTRICT STANDARD PLANS. UTILITY NOTES 0 ABANDON PIPE IN PLACE 0 ABANDON EXISTING PRV VAULT. REMOVE AND SALVAGE INTERNAL COMPONENTS AND PRV TO DISTRICT. REMOVE AND LAWFULLY DISPOSE OF 35 LID. FILL VAULT WITH SAND. CAP TOP 24" WITH TOPSOIL. RESTORE LANDSCAPING. CUT AND CAP EXISTING MAINS TO BE ABANDONED. `J 0 REMOVE' VALVE, AND/OR HYDRANT. CUT AND CAP 25 15 10 5 W co 40 H0RIZQNTAL 0 2.5 5 VERTICAL PREPARED BY: 10 MERIDIAN ZONE NAD 83 (1991) NGVD 29 BENCH MARK CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 Wa DAV D EVANS i ANDASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 2GHLINE WATER DISTRICT uir SOUTHCENTER PARKWAY EXTENSION unity WATER MAIN PLAN )ment SHEET WA 10 246 of 257 #a :\t\TUKA00000001\0400CAD\TT\Dwc\Sheets\TUKA0001_VVAsh11.dwg dlo 02/22/10 5:17pm — 40 O 35 1- w U LI30 N w � 25 O O (0▪ 20 F_15 00 w Z10 - J 2 U <5 1-00 • \SOUTHCENTER PARKWAY 157+00 as\ w w 140 LF 16" D.I. `yam STA 156+44, 39.00'',13T. INSTALL: 2" COMBINATION AIR VALVE SOUTHCENTER PARKWAY o EXTENSION PROJEC-\ T a STA 159+62, 88' LT. INSTALL: 1-4" BLOW —OFF ASSEMBLY CONCRETE BLOCKING Tukwila, Washington STA 158+65, 33.00' LT. INSTALL: 1-16"x6" TEE (RJ)<FL) 46 LF 6" D.I. (RJ) 1-5 1/4" MVO HYDRANT ASSY. (RJ) CONCRETE BLOCKING 1- 158 0 0 w 12' 125 LF 16" D.I. (TYP.) PROPOSED GRADE 0 /— CONSTRUCTION L w \ 1 ._ STA 157+40, 33.00' RT/ 1-16"x6" TEE (RJxFL)4/ 22 LF 6" D.I. (RJ) / 2-6" 45' VERTICAL BENDS (RJ) \ 6" CLEAR OVER STORM X—ING '1-5 1/4" MVO HYDRANT ASSY. (RJ) CONCRETE BLOCKING PICrt- rT Phase 1 3T INSTALL: 159+00 w w 9 7 LF 16" D.I. NEW STORM SEWER STA 158+96, 41.00' RT.— INSTALL: 2" COMBINATION AIR VALVE I I I I i 1 I 1 II ��yb II r--- PLAN wl ;7 STA 159+62, 12' RT. INSTALL: 1-16"x12" CROSS (FL) 2-16" GATE VALVES (FLxRJ) 2-12" GATE VALVES (FLxRJ) 4—VALVE MARKERS NEW SANITARY SEWER 0 0 I 34 '`/C 1) 160+00, w w w 78 LF 16" D.I. 7j[ w w 60 LF 16" D.I. 161 I T 0 O STA 160+40, 33.00' RT. \INSTALL: 1-16"x6" TEE (RJxFL) '22 LF 6" D.I. (RJ) 2\6" 45' VERTICAL BENDS (RJ) 6"'\\CLEAR OVER STORM X—ING 1-5,,1/4" MVO HYDRANT ASS (RJ) STA 159+62, 88' RT. CONCRETE BLOCKING INSTALL: 2-12" 45' VERTICAL BENDS (RJ),,,, 6" CLEAR UNDER STORM X—ING 1-4" BLOW —OFF ASSEMBLY _ CONCRETE BLOCKING . _- a EXISTING GRADE C3 CONSTRUCTION —42" MIN. COVER (TYP.) 60" MAX. COVER (TYP.) --------------- -------------------------------- -------------- ------------------ x. w STA 156+44 AIR VALVE NEW 12" SD IE=24.49 NEW 12" SD IE-27.31 16" DIA. CL 52 WATER MAIN, RJ STA 157+40 TEE NOTE: ALL EXISTING UTILITIES LOCATED FROM DATA AVAILABLE ADDITIONAL UTILITIES MAY BE PRESENT, INVERT ELEVATIONS AND ACTUAL LOCATIONS MAY VARY FROM WHAT IS SHOWN. CONTRACTOR SHALL POTHOLE IN ADVANCE OF WATER MAIN CONSTRUCTION TO VERIFY LOCATION AND DEPTH OF EXISTING AND PROPOSED UTILITIES. ROADWAY EXISTING GRADE (TYP) ROADWAY FINISHED GRADE (TYP) STA 158+65 TEE NEW 24" SD IE=23.56 NEW 12" SS iEiE=13.34 STA 159+62 CROSS STA 160+40 TFF op M co M O )7 CO M co O 10 00 17 co O M co N 17 N O 00 M 0) co rn 00 co O) O. 17 0) 0) 00 M M 03 CO 10 Y1 u) 00 M o) M M I') M 0) M Oco M 00 00 CO 17 0) M 00 O M M N 17 M N M N '0 O )7 n M )n M M 0 O M 1M 0 M +00 156+40 156+80 15 7 +20 157+60 158+00 No. Date By Revision 158+40 158+80 PROFILE P.O. BOX 3867 23828 30th Ave. So. KENT, WA 98032-3867 159+20 159+60 (206) 824-0375 (206) 824-0806 - FAX 160+00 '1 60+40 DRAWING SCALE: AS SHOWN 160+80 u7—ao6e DESIGNED BY: JDTO DRAWN BY: DLO OCT CHECKED BY: MLF APPROVED BY: Cons DevP GENERAL NOTES 1. SEE SHEET UT1—UT29 FOR SANITARY SEWER. 2. SEE SHEETS PP01—PP16 FOR STORM SEWER. 3. REMOVE VALVE AND/OR HYDRANT. CONTRACTOR SHALL SALVAGE EX. HYDRANTS TO THE HIGHLINE WATER DISTRICT'S STORAGE YARD OR DISPOSE OF THEM AT THE CONTRACTOR'S EXPENSE PER HIGHLINE WATER DISTRICT DISCRETION. 4. CONTRACTOR IS TO MAINTAIN A MINIMUM 12" OF VERTICAL CLEARANCE BETWEEN WATERMAIN AND OTHER PIPES. THE DISTRICT PREFERS TO LOWER THE WATER MAIN TO MAINTAIN A MINIMUM OF 12" CLEARANCE, HOWEVER IF THE SITUATION WARRANTS AND IF THE DISTRICTS REPRESENTATIVE AGREES, THE WATER MAIN MAY BE RAISED TO MAINTAIN A MINIMUM 6" OF VERTICAL SEPARATION WITH PLASTIC FOAM PAD. IN EITHER CASE, THE COST ASSOCIATED WITH EITHER LOWERING OR RAISING THE WATERMAIN ARE CONSIDERED INCIDENTAL TO THE CONTRACT WITH NO ADDITIONAL COMPENSATION. 5. MAINTAIN MINIMUM 5' HORIZONTAL SEPARATION FROM UTILITIES, EXCEPT SANITARY SEWER. SANITARY SEWER SHALL BE 10' HORIZONTAL CLEARANCE. 6. ALL PIPE JOINTS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED JOINT. 7. ABANDON EX. MAIN IN PLACE. CUT AND CAP MAIN AT ALL CONNECTION. REMOVE AND DISPOSE OF ALL VALVE BOXES. 8. HORIZONTALLY DEFLECT PIPE AS NECCESSARY; HOWEVER, MAXIMUM DEFLECTION PER EACH JOINT SHALL NOT EXCEED 1.5 DEGREES OR ONE—HALF MANUFACTURER'S DEFLECTION. 9. SEE CONTRACT PROVISIONS FOR HIGHLINE WATER DISTRICT STANDARD PLANS. UTILITY NOTES 40 0 ABANDON PIPE IN PLACE O ABANDON EXISTING PRV VAULT. REMOVE AND N SALVAGE INTERNAL COMPONENTS AND PRV TO DISTRICT. REMOVE AND LAWFULLY DISPOSE OF 35 Q LID. FILL VAULT WITH SAND. CAP TOP 24" WITH TOPSOIL. RESTORE LANDSCAPING. CUT AND CAP EXISTING MAINS TO BE ABANDONED. 1- sn wEXISTING MAINS. 2 N 25 w O 20 5 H e! 0 10 20 40 HORIZONTAL VERTICAL REPARED BY: 10 3 REMOVE VALVE AND/OR HYDRANT. CUT AND CAP MERIDIAN ZONE NAG 83 (1991) NGVD 29 BENCH MARK CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 DAVIID EVANS AND ASSOCIATES Inc. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 1.9 nittHLINE WATER DISTRICT SHEET WA11 1lunitpUTHCENTER PARKWAY EXTENSION )pment WATER MAIN PLAN 247 of 257 L__11 ACCESS POINT GOLDSMITH LAND DEVELOPMENT SERVICES 1215 11490645E, Be19ww, WA 96009 I PO 3565. 9rw1^ WA 98009 T 425462 IMO P4254627719 WwW.6oldmMmjeaYl6mm PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. PLOTTED:m1 N-3001 DRAWN: NW DESIGNED: BFF APPROVED: KJG FIELD BOOK PAGE A: 09I19I1111:3 9/19/17 OCT 2 0 2017 TUKWIXIF TUKWILA -PUBLIC WORKS LEGEND: PLAT BOUNDARY • Arrrcc VF POINT CCES DINT SEGALE PROPERTIES LLC LOT ACCESS PLAN (NORTH) FOR TUKWILA SOUTH PROJECT 0'T 19 JOB NO 2�}. B NEET De°n"unity elopmen f WASHINGTON 03102-3 ACC-1 E1L, i GOLDSMITH LAND DEVELOPMENT SERVICES 1215 I FIa M 5E, Rim" WA 96004 I PO 6013565, Wm* WA 96009 T 425462 1030 F42546277I9 WwWickbenlIhwy5wwklimm I/\\\�\ \\ \ L SHARED NEW COM ERCIAL DRIVEWAY DROP, TYP. SEE DTL. SHT. C-3 PLOTTED: 03102.003... M1DL 09l19l1 111:37 DRAWN: HW DESIGNED: 6PF APPROVED: RIG FIELD 60OK: PAGE A: CITY OF TUKWILA 1J 600 LEGEND: \\ PLAT BOUNDARY ACCESS POINT J SHT. C SEGALE PROPERTIES LLC C I � T c.19 2017 LOT ACCESS PLAN (SOUTH) FOR Deoelo�me TUKWILA SOUTH PROJECT t WASHINGTON y56 NO. 03102-3 SHEET ACC-2 CONK CT NEW ACCESS RQAD STQRM • TO Sy. CaCH BASIN. —f, CONNECT SSMH AT / EXIST. STUB V CONNECT TO EXIST. b° ;,I !r Ilp LEGEND: I ATER fUB LAT BOUNDARY SS r IIlj" I14 II I l r'N wT ir)! PRO I -T STUB PROPO • 7t' PROPOSED - -•NT 113 PROPOSED FIRE NT Fj1 STUB AND WATER STUB u_11 I r EXIST. SANITARY SEWER LINE 1 r.1 EXIST. SANITARY 4RY SEWER STUB I 111 • 11 1 EXIST.'WATER LINE i 1 STUB. EXIST. WATER STUB •llf EXIST. FIRE HYDRANT >ve EXIST. FIRE HYDRANT AND WATER STUB PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWE STUB SED WATER LINE WATER ST HYD PROPOSED S IN PROPOSED STORM STUB PROPOSED EASEMENT LOT 16 6473 AC. GOLDSMITH LAND DEVELOPMENT SERVICES 121511411I56•5613iw*WA91110041 PO Bn13565, BFMII, WA90009 T 425462 IBM F4254627719 wwwlWBmMrulnerYllmm \ / \ LOT 0 6.74 A(C. I I I I I WATER STUB AND 1 BLOW -OFF, TYP. I I .1 1 PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. " ACCESS ROAD STORM IS FOR THE ACCESS ROAD ONLY. LOT DEVELOPED STORM DRAINAGE IS TO BE DIRECTED TO THE NORTH POND IN SEPARATE PIPED CONVEYANCE. LOT 15 5.70 AC. PRIVATE ROAD ACCESS TRACT 1 1.30 AC. / \ / / 20 LOT 10 5.29 AC. 0 COMMERCIAL DRIVEWAY DROP, TYP., SEE DTL. SHT. C-3 5 s/w (CUT) 0.5' -11 0.5 2.0X 4" CONCRETE SIDEWALK 4" CRUSHED ROCK 80 40 SCALE: 1*. 40' FIRE HYDRANT ASSEMBLY, TYP. PL0TTED: 03103-3F024v, mFI109,19,1911:44 DRAWN: DESIGNED: IPF APPROVED: KIC FIELD BOOK: PAGE 4: 120 LOT 14 4.41 AC. 28' 14' MIN. 5' s/w o.5' 0.5' 2.07i (FILL) -11 CONCRETE CURB AND GUTTER 3" CLASS "B" ASPHALT CONCRETE 6" CRUSHED ROCK 12" PIT -RUN BASE PRIVATE ACCESS SECTION N.T.S. STUB AND CAP SANITARY SEWER TO PROPOSED LOT, TYP. L/7-0'(d CITY OF TUKWILA LOT 11 4.09 AC. LEGEND: PLAT BOUNDARY CUL-DE-SAC w/PLANTER ISLAND. ISLAND MAY BE ELIMINATED BASED ON INGRESS/EGRESS NEEDS OF ADJACENT LOTS. SEGALE PROPERTIES LLC LOT 13 4.89 AC. Enf ENGINEERING PLAN PRIVATE ACCESS FOR LOTS 9-16 OCT 19 201 TUKWILA SOUTH PROJECTDeO1�Munity eWilicervN LOT 12 5.04 AC. Know what'. below. I CaII before you dig, eve %sr 03102-3 7 C -2 PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. WACAMPIATS\03\03103-3 LOT 25 5.20 AC. LOT 33 11.31 AC. CONNECT NEPMCCESS'- ROAD STORM • TO EXIST. CATCH BASIN. CONNECT WATER TO EXIST. STUB WATER STUB AND BLOW -OFF, TYP. " ACCESS ROAD STORM IS FOR THE ACCESS ROAD ONLY. LOT DEVELOPED STORM DRAINAGE IS TO BE DIRECTED TQ THE SOUTH POND IN SEPARATE PIPED CONVEYANCE. FIRE HYDRANT ASSEMBLY, TYP. �LOT24I 6.65 AC. GOLDSMITH LAND DEVELOPMENT SERVICES 1215114NMSE, 8414.466WA96004 I POBo.3565, BIi.o,WA9B009 T 425462 I080 F4234627719 w6w6pIdon16,44n4wInimm W LOT 21 10.96 AC. CO T-S$MkkA T. STUB TRANSITIONS TO MEET EXIST. INTERSECTIONS, TYP. PRIVATE ROAD - ACCESS TRACT 2 0.63 AG. COMMERCIAL DRIVEWAY DROP, TYP., SEE DIE. THIS SHEET LOT 22 9.02 AC. STUB AND CAP SANITARY SEWER TO PROPOSED LOT, TYP. CUL-DE-SAC w/PLANTER IS1 Aun ISLAND MAY BE ELIMINATED BASED ON INGRESS/EGRESS NEEDS OF ADJACENT LOTS. cJ i LOT 23 11.57 AC- PLOTTED:03102-3E03Ay H4ENl MINI 11V3 DRAWN: DESIGNED: OF APPROVED: KIG FIELD BOOK: PAGE 4: 4" CONCRETE SIDEWALK 4" CRUSHED ROCK EPSP1'� g50�11 �i PREMOLOED EXP. JOINT (TYPICAL) CONCRETE CURB AND GUTTER 3" CLASS "B" ASPHALT CONCRETE 6" CRUSHED ROCK 12" PIT -RUN BASE SIDEWALK 5 ` `•\ * DEPENDS ON DRIVEWAY PROFILE (MAX. GRADE IS 15 X) ,p PRIVATE ACCESS SECTION N.T.S. 2" - 5/8" CRUSHED ROCK SECTION A -A NOTES: 1. THIS ALTERNATE SHOULO BE USED ONLY AFTER STUDYING CLOSENESS OF DRIVEWAYS, DRAINAGE, TOPOGRAPHY, DRIVEWAY GRADES. RIGHT OF WAY, ETC. 2. DRIVEWAYS WITH HIGH VOLUME (AS NOTED 8Y CRY ENGINEER) MAY BE APPROVED FOR INTERSECTION TYPE ACCESS. 3. TURNING RESTRICTIONS MAY BE APPLIED BY THE CITY ENGINEER. 4. CONCRETE SHALL BE CLASS 4000. 5. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS DEPARTMENT FOR INSPECTION. 8. ALL DRIVEWAY APRONS SHALL BE A MINIMUM OF 6' THICK. 7. WHERE DRIVEWAY WIDTHS EXCEED 15, A I" X 5.12' EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE 8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWAAVSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CRY OF TUKWILA. 9. AN ASPHALT APRON MAY BE USED N AREAS WHERE NO CURB EXISTS. 10. REMOVAL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE TOTE NEXT EXPANSION JOINT; SCORE JOINTS MUGT BE SAW CUT AND REPLACED WITH AN EXPANSION JOINT. 2" MIN. OR MORE AS DIRECTED 2J, TOP OF CURB 4T DRIVEWAY 5X IS' COMMERCIAL DRIVEWAY CITY OF TUKWILA DETAIL DRAWING # RS-09 LEGEND: SS -7 WT STUB • FH 7 FH STUB PLAT BOUNDARY PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER STUB PROPOSED WATER LINE PROPOSED WATER STUB PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT AND WATER STUB =f — EXIST. SANITARY SEWER LINE — — EXIST. SANITARY SEWER STUB w7 - wTs72/9 • FN ' FHS71/B SD EXIST. WATER LINE EXIST. WATER STUB EXIST. FIRE HYDRANT EXIST. FIRE HYDRANT AND WATER STUB PROPOSED STORM DRAIN PROPOSED STORM STUB PROPOSED EASEMENT CURB DETAIL SEGALE PROPERTIES LLC 0 20 40 80 120 SCALE 1" = 401 1 1 1 I s teen A II e tic Do. 03102-3 ENGINEERING PLAN ()CT 19 2017 PRIVATE ACCESS FOR LOTS 22-25-1, ity TUKWILA SOUTH PROJECrveiopme�t CITY OF TUKWILA WASHINGTON SHEET C-3 // // // // // /h // // // // // // // // // // // // // // • • // �. �..�..� •` /•�// • .� C:\Documents and Settings \rbabcock\Local Settings \My Documents\TOSHIBA HARD DRIVE F➢.ES\PARKWAY 2013\PARKWAY 2011\dwg\LOT 1.dwg, 10/17/2017 12:42:35 PM • SS ILII. FDT-3 • • • / LOT 1 I • • • 4 r • • GRAPHIC SCALE ( >w rem ) 1 inch .• SO 15. • • RECEIVED OCT 192011 Community Development 4/7-0061 SS MR �1 NBT-1 FDT-2 FDT 12 DENOTES FINAL Pt AT PHASE ONE COMMON AREAS DENOTES FINAL PLAT PHASE 1, LOT 1 DENOTES FINAL PLAT PHASE 1, LOTS 2 AND 3 TUKWILA SOUTH FINAL PLAT PHASE 1 PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E.W.M. and SEC. 2 and 3, TWP. 22 N., R. 4 E.W.M. TUKWILA, WASHINGTON. SAT-2 NTERSTATE PHASE 1 FDT# DENOTES FINAL PLAT PHASE 1 FUTURE DEVELOPMENT TRACTS PHASE 1 DENOTES FINAt PLAT PHASE NBT# NON —BUILDABLE TRACT 1 FDT-1 _ 1 , .> SAT-3 r r. I PRIVATE ROAD ACCESS TRACT 1 OPEN SPACE TRACT 2 FDT-13 GRAPHIC SCALE 900 ( it.' FEET ) 1 inch = 400 fC. ---------- DENOTES FINAL PLAT BOUNDARY RD—# DENOTES REGIONAL DETENTION TRACT SAT—# DENOTES SENSITIVE AREA TRACT OPEN SPACE TRACT 1 U) 0 N N RECEIVED IRi 1 f n11[ W_ 1- Q W 0` CC /� nU W J`- Qo 0 W� CO • INDUSTRIAL • ACRICULT,FAL • NATURAL RESOURCES AR'.UF.Ci IN1'WA iq1� C) -4 a --I0C Co a W W W - F- = 00 n CC co- 1 �- a W 0 W Z co F- 2 Il N/cr .uuerx mumry _ J Development / 7 —00‘{/ me 2.1 4 MI DENOTES FDT-3 DENOTES FOT-6 FDT-N PDT -A PHASE 1 'PHASE 4" FDT-3 A x NOT PHASE 7' FDT-6 DENOTES FOT-5 • , D23401ES FUTLE LOT MAWR ROII DENOTES ReO/CNAL DETENTION TUC1 SAT mama 9EI0TKE AREA 111ACT N911 DEVOTES RCN -BLAMABLE TRACT /CP13'19PACE TRACT 2 SPACE TRACT, �Q\ ,-OPEN SPACE TRACT, OPEN SPACE TRACT 2 'OPEN SPAN TRACT I FOT-5 fD2 TUKWILA SOUTH FINAL PLAT - PHASING PLAN PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E.W.M. and SEC. 2 and 3, TWP. 22 N., R. 4 E.W.M. TUKWILA, WASHINGTON. [DENOTES FDT-4 DENOTES FDT-7 'PHASE 5' FDT-4 "PHASE 8" FDT-7 IOPCN SPACE TRACT 'PHASE 6' FDT-5 TRACTI NOTE THE SEQUENCE AND TIMING FOP. DEVELOPMENT SHOWN ON THIS PHASING PLAN IS NOT INTENDED TO BE ABSOLUTE AND REPRE5EN15 LIKELY PHASES BASED ON CURRENT MARKET CONDITIONS. PHASES MAY BE RECORDED CONCURRENTLY, OR IN A DIFFERENT ORDER THAN SHOWN ON THIS MAP, BASED ON MARKET CONDITIONS. FOR EXAMPLE, IT IS ANTICIPATED THAT PHASES 1, 2 AND 3 WILL PROCEED FIRST AND SE RECORDED CONCURRENT Y, OMA FINAL PLAT TIES$GNATING AL! REMAINING PH ASF..S AS FUTURE DEVELOPMENT TRACTS. ALL PI IASES WILL BE RECORDED WITHIN THE ALLOWED TERM OF THE PRELIMINARY PLAT, AND ANY EXTENSIONS GRANTED. </?- oa 6.; RECEIVED OCT 112017 NUMBS 4 /Q . DRAWING HINIVP OPMeit NST DENOTES FDT-8 "PHASE 9" FDT-8 OPEN SPACE TRACT 2 SPACE TRACT DENOTES FOT-11 OPEN SPACE TRACT Y "PHASE 12" FDT-11 OPEN SPACE TRACT DENOTES FDT-14 "PHASE 15" FDT-14 OPEN SPACE TRACT 2 SPACE TRACT 1 TUKWILA SOUTH FINAL PLAT - PHASING PLAN PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E.W.M. and SEC. 2 and 3, TWP. 22 N., R. 4 E.W.M. TUKWILA, WASHINGTON. ElDENOTES FDT-12 "PHASE 13" FDT-12 OPEN SPACE TRACT SPACE TRACT 1 il-oo6.1( RECEIVED OCT 112017 Community F,CT N.NPRI ORAAwc 14,100,, 4*3.1-1,, S, to TUKWILA SOUTH PROJECT GRADING AND MASTER STORMWATER INFRASTRUCTURE PLANS VICINITY MAP NOT TO SCALE MARCH 2O10 REVISED MAY 2010 REVISED MARCH 2O11 INDEX : COVER TUK-1 - TUK-2 EX-1 EX-2 H-1 TESC-1 TESC-2 - TESC-9 TESC-D1 - TESC-D3 GR-1 GR-2 - GR-26 HRA-1 - HRA-4 C-1 - C-3 LM-1 JC-1 SD-S1 1/13 SD-N1 - LM-7 - JC-4 - SD-S11 - 13/13 - SD-N8 1/114 2/114 - 3/114 4/114 5/114 6/114 7/114 8/114-23/114 24/114 - 26/114 27/114 28/114 - 60/114 61/114 - 64/114 65/114 - 67/114 68/114 - 77/114 781114 - 82/114 83/114 - 93/114 94/114 - 106/114 107/114 - 114/114 RECEIVED MAR 0'8 1011 TUKWILA PUBLIC WORKS REVISION NO._ CITY OF TUKWILA TITLE SHEETS SURVEY CONTROL OVERALL EXISTING CONDITIONS HAUL ROUTE PLAN TESC OVERALL PLAN TEMPORARY EROSION SILTATION CONTROL PLANS TESC DETAILS AND NOTES GRADING OVERALL PLAN GRADING AREAS 6-17 PLANS & CROSS -SECTIONS GREEN RIVER OFF -CHANNEL HABITAT RESTORATI RECEIVED GREEN RIVER OFF -CHANNEL HABITAT RESTORATION PROJECT, PLAN AND DETAILS GREEN RIVER LEVEE MODIFICATION JOHNSON CREEK Community SOUTH STORMWATER FACILITY Development WETLAND MITIGATIONJP! A mNG PLANS NORTH S MWATER FACILITY FOR: Segale Properties LLC, P.O. Box 88028, Tukwila, WA 98138, Tel.: (206) 575-2000 BY: Hugh G. Goldsmith & Assoc., Inc., Bellevue, Washington Engineers Surveyors g yo s Planners /7-Q0GB' OCT 192011 'Ph ]1,)...!J/..o +'� Grading Area 8 Construct building sub -grade pad to elevation31.2 (min.) adjacent to new Southcenter Parkway. The northern portion shall be constructed (filled) when TESC sub -basin stabilization allows for removal of the sediment pond in this area. See sheets GR-6 - GR 7 Grading Area 17 Construct building sub -grade pad elevation 33.0 adjacent to new Southcenter Parkway. Western grading limit is set by NGPA as defined by the project Sensitive Area Master Plan. See sheets GR-25 - GR-26 Grading Area 7 Major excavation area. Construct building sub -grade pad to elevation 29.9 (rein ), Construct (excavate) North Stonmvater Fadlrty and grade sub -grade for future S. 178th Street relocation. Place excavated materials on southern grading areas as noted. See sheets SD-N1 - SD-N8, and sheets GR-4 - GR-5 Grading Area 16 Construct building sub -grade pad to elevation 229.0. Northern, southern and western grading limits are project perimeter. Eastern grading limit is set by NGPA as defined by the project Sensitive Area Master Plan. See sheets GR-23 - GR-24 LEGEND: PROJECT PERIMETER SHORELINE JURISDICTION SUBJECT TO CITY OF TUKWILA REGULATIONS 18.44. " `ea" ° SHORELINE JURISDICTION SUBJECT TO KING COUNTY REGULATIONS 25.20. FUTURE SHORELINE JURISDICTION AFTFR CONSTRUCTION — — — — EXISTING LEVEE EASEMENT smssismsomimm GRADING AREA PERIMETER C� GOLDSMITH LAND DEVELOPMENT SERVICES 1215 1I4thMe 5E. Bellevue, WA98009 I PO Box 3565, Bellevue, WA 98009 T 4254621080 F 425 462 7719 www.goldmthenreenng.com PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. m the Green River ions of L Grading Area 9 Construct building sub -grade pad elevation 34.0 fro Levee west to elevation 322 at new Southcenter Parkway. Port this work fall within the Green River Shoreline. See sheets GR-8 - GR-9 Grading Area 11 Construct building sub -grade pad elevation 32.9 (nun.). Portions of this work fall within the Green River Shoreline. See sheets GR-12 - GR-13 3/II Grading Area 12 Construct building sub -grade pad elevation 32.9 trem) Work includes a sub -grade pad elevation of 35.5 for a future PSE Sub -station. Western grading limits extends upslope to grading areas 13A and 136. See sheets GR 14 - GR-15 Grading Areas 13A and 138 Construct 13A building sub -grade pad elevation 133.0. Northern and northeastern grading limits may extend to the NGPA as defined by the project Sensitive Area Master Plan. Southern and southwestern grading rmlts may extend over slopes to grading areas 12 and 1313. Construct 136 building sub -grade pad fmm elevation 65.0 to elevation 49.0 and from elevation 39.010 elevation 29.0. Southern and western grading limits are set by existing R.O.W. of Odllia Road S. and S. 200th Street, Northern grading limit may extend up -slope to grading area 13A. See sheets GR-16 thm GR 18 Grading Area 10 Construct building sub -grade pad to elevation 32.5 (min.), Portions of this work fall within the Green River Shoreline. See sheets GR-10 - GR-11 Grading Area 6 Construct building sub -grade pad to elevation 932garn.). Pre -load for Southcenter Parkway stone outfalt to the south stornnxater facility. Portions of work Tali within the Green River shoreline. See sheets GR-2 - GR-3 REVISED GRADING AREA ELEVATIONS. NR. Grading Area 14 Construct building sub -grade pad from elevation 65.0 to elevation 55.0. Eastern and southern grading limits are set by the NGPA as defined by the project Sensitive Area Master Plan. Northern and westem grading limits am set by existing R.O.W. of OriBra Road S. and South 200171 Street. See sheets GR 19 - GR-20 Construct budding subgraoe pad to elevation 69.0. Northern and Northeastern grading limits are set by NGPA as defined by the project Sensitive Area Master Plan. Southern and southwestern grading limits are set by existing property limits and by existing R.O.W. of S. 204th Street and Orill a Road 5. See sheets GR-21 - GR-22 RECEIVED TUMNILA ETE KJG LIMIT OF SHORELINE JURISDICTION (TYP. 200' FROM ORDINARY HIGH WATER) RIVER MILE, TYP. MEAN HIGH WATER ORDINARY HIGH WATER PLOTTED: osr@als., ennV Pl/el/11 11:21 DRAWN: HW DESIGNED: BPF APPROVED: IOG FIELD BOOK: PAGE 0, Grading Area 2 Levee Modification. Re -grading and armoring of existing levee between river miler ?Y *Id river mile 1f.2tt Includes new Green River Levee in Off -Channel Habitat Restoration Area and will be constructed/ modified with excavations from the Off -Channel Habitat Restoration Area. All levee modification work falls within the Green River shoreline. See sheets LM-1 - LM-8. Grading Area 1 Green River Off -Channel Habitat Restoration Area. Multi -stage excavation, which includes relocation of the Green River Levee and construction of a temporary dike/ haul road from this area under S. 200th St. connecting southern parcels. Excavations from this work will be used to construct the new US Army Corp. of Engineer's River Dike. Portions of work fall within the Green River shoreline. See Sheets HRA-1 - HRA-6 and Mitigation Plan sheets 6 of 12 and 7 of 12. Grading Area 2 Levee Modification. Re -grading and armoring of existing levee between river mile *!',:and river mile 17.28. Includes new Green River Levee in Off -Channel Habitat Restoration Area and will be constructed/ modified with excavations from the Off -Channel Habitat Restoration Area. All levee modification work falls within the Green River shoreline. See sheets LM-1 - LM-8. 0 200 400 800 1200 SCALE 1° = 400' NOTES: 1. TOPOGRAPHY, EXISTING IMPROVEMENTS, AND CRITICAL AREAS ARE SHOWN AS PRE -GRADING AND MASTER STORMWATER INFA-STRUCTURE DEVELOPMENT. 2. NGPA LINE IS SHOWN PER THE TUKWILA SOUTH SENSITIVE AREA MASTER PLAN (SAMP) AND CONSISTENT WITH THE USACOE SEC. 404 AND DEVELOPERS AGREEMENT FOR TUKWILA SOUTH. 3. ALL AREAS WITHIN THE PROJECT PERIMETER (INCLUDING CRITICAL AREAS) NOT SHOWN AS NGPA ARE SUBJECT TO CLEARING, GRADING, OR FILLING UNDER THIS PERMIT. 4. AREAS SHOWN AS NGPA THAT ARE PART OF THE MITIGATION PLAN UNDER THE USACOE SEC. 404 PERMIT ARE ALSO SUBJECT TO GRADING ANSD RESTORATION CONSISTENT WITH THAT PLAN, UNDER THIS PERMIT (SEE SHEETS 1/12 - 12/12) 5. EARTHWORK VOLUMES: TOTAL SITE AREA: 512 ACRES CUT = 1,600,000 CY FILL = 2,500,000 CY Grading Area 3 Excavation and creation of the new Johnson Creek Channel and construction of the new Johnson Creek Gutfall to the Green River through a fish friendly floodgate. Portions of work fall within the Green River shoreline. See sheets JC-1 - JC-4 and Mitigation Plan sheets 4 of 12 and 5 of 12. Grading Area 4 Construction of the new Flood Protection Cross Levee and construction of the South Stormwater Facility. Cross Levee will be constructed with excavations from the Off -Channel Habitat Restoration Area, Johnson Creek excavations and South Pond excavations. Portions of work fall within the Green River shoreline. See sheets SD-S1 - SDS11 Grading Area 5 Construction of the wetiand Rehabilitation Area including excavation, grading and planting. See Mitigation Plan sheets 2 of 12 and 3 of 12. SEGALE PROPERTIES LLC GRADING OVERALL FOR TUKWILA SOUTH PROJECT L17-006Fi M iED 19 2011 munity lopment WASHINGTON lei Know what's below. Call before you dig. 108 NO. 03102-2 SHEET GR-1 27/114 PUBLIC WORKS CITY OF TUKWILA PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. : ACAD\PLATS \03\.3102- PROPOSEDt.LOOE PROTECTION CROSS LEVEE 1I.7TH 1 'TOP AT ELEVAT tOt4 26.0 GRADING AREA 1 1 TO OVED INTERIM 2:1 SLOPE TO EXISTING GROUND PRIOR TO FINAL SITEIDEVELOPMENT 4 !l4l�'i�MOVED �d a, •!'�♦����!'_I' lI ,�^ ♦• .� ��0. 4.40,4:, GOLDSMITH LAND DEVELOPMENT SERVICES 1215 1 1481 Ave SE. Bellevue, WA 98009 I PO Box 356S, Bellevue. WA 98009 T 925 462 1080 F 425 962 7719 www.goldsmdhengineeing.rom PROJECT PERIMETER EXISTING FRAGER ROAD 'CONSTRUCTION HAUL ROAD WETLAND #6 TO BE REMOVED SOUTH STORMWATER CONTROL FACILITY EASEMENT FUTURE SHORELINE JURISDICTION GRADING AREA 6 (TYP.) CONSTRUCT BUIL UB-GRADE PAD TO440.1. EL PRE -LOAD FOR SOUTHCENTER PARKWAY STORM OUTFALL TO THE SOUTH STORM WATER FACILITY. PORTION • ..e�:�i: - WITHIN THE FLOOD PROTE • N ; OSS LEVEE WITH 15' WID- TOP AT ELEV. 36.0 e ELEVAT9O8 rt SOUTHSTORMW EASEMENT PLOTTED:03H00..Aep.enS 03fO4111 1113 DRAWN: KW MAR 08 2011 DESIGNED: EPP APPROVED: KIG FIELD BOOK: PURUCKW1LA � CS PAGE A: FOR INTERIM FOR OFF-CHA EE SHEET DING C(9NDITION EL:HABIT'Sr AREA, 3 ./ OHWM APPROX. ELEV. 14 GRADING AREA 2 LEGEND: ea.. Kftlan PROJECT PERIMETER 0 50 100 200 300 SCALE I" = 100' PIPE PRELOAD NOTE IF PRELOAD OVER PROPOSED STORM OUTFALL IS ISOLATED FROM PROPOSED GRADING OF AREA 6, THEN PRELOAD WIDTH SHALL BE 7t. FEET EACH SIDE OF THE PIPE (CENTERLINE PIPE CUT) AT ELEVATIONWA4ND 8 FEET EACH SIDE OF PIPE (CENTERLINE PIPE CUT) FROM ELEVATIOhNISTO ELEVATION KEYMAP NOTE: FOR ALL AREAS OUTSIDE OF THIS SUBJECT GRADING AREA - SEE GRADING AREA PLAN SHEETS REFERENCED ON OVERALL PLAN SHEET GR-1 KEYMAP RECEIVED SHORELINE JURISDICTION SUBJECT TO CITY OF TUKWILA REGULATIONS 1844 T 19 2017 SHORELINE JURISDICTION SUBJECT TO KING COUNTY REGULATIONS 25.20. Community Development L1'7--006g FUTURE SHORELINE JURISDICTION AFTER CONSTRUCTION EXISTING LEVEE EASEMENT GRADING AREA PERIMETER CRITICAL - PE,iDING USACOE 404 PERMIT (INCLUDES ANY 'IN -RIVER" WORK) SEGALE PROPERTIES LLC Know what's WOW. Call before you dig. JOB NO. 03102-2 CITY OF TUKWILA GRADING AREA 6 FOR TUKWRLA SOUTH PROJECT WASHINGTON SHEET GR-2 28/11Ij PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. _w- U GE ER ON" It Akr 44 1111 TOE DRAIN JUNCTION CO 1- co O! STRUCTURE TYPE 2, 48" N 164082.98 E 1286892 21 RIM= 30.00 IE 12' IN (SE). 24.00 IE 12'ININE)=24.00 IE 12'COT ()=2400 41LF12'N-12 2927% 1E12' CO = 24.00 IE 12' CO m 2425 IE12' CO 25.50 • EXISTING GROUND TOPOGRAPHY (PROVIDED BY OWNER) REPRESENTS PROGRESS GRADING AT THE CONCLUSION OF THE 2013 CONSTRUCTION SEASON. �'1111 11 \����` GRADING AREA 8 �- PpgGFRRAD rhesc plans have bcen reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility far the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will voidthis atxeptance and wi8 require a taubmittal of revised drawings for subsequent approvaL Final acceptance is subject to held inspection by the Public Works utilities inspector. Date By. - 4/2/It - M NN. EXIST. CEON-1D, 7YPE-II 916" N=163093.90 Es(286549.36 RIM = 29.5 IE12"IN(NW)=227i IE48"/N(SE)=19.73 IE 48" OUT (N) = 19.73 0 50 100 200 300 SCALE I" = 100' LEGEND: PROJECT PERIMETER ® • GRADING AREA PERIMETER cRmCAL AREAS'NO=WORK' ZONE PENDING USACOE 404 PERMIT (INCLUDES ANY "IN -RIVER" WORK) j-- rz000 Y=—' 4111,411 r 1-0 646 CommLnity RECEIeiopmen REVISION NO. . PMAR 14 Mk UTUKWILA BUC WORKS KEYMAP log OCT't9 2011 Know wharsbeIOW. Call before you dig.. GOLDSMITH LAND DEVELOPMENT SERVICES 1115 114th he SE. Mime, WA 98004 1 PO Ban 35655, Beime. WA 98009 r 4Tc 4A7 1000 F 475 467 7719 ...A voNsndbOwiR.mn 3/14 REVISED NORTH POND LOCATION AND GRADING AREA 7 FINISHED GRADES BPF IOC PtOT 132.0141aa4.el IMllN141151 DRAWEE ETE DESIGNED: ETE APPROVED: ETE FIELD PAGER: SEGALE PROPERTIES LLC BOB NO. 10148 CITY OF TUKWILA GRADING AREA #7 EXHIBIT FOR TUKWILA SOUTH PROJECT WASHINGTON SHEET GR-4 31/114 CAD \ PLATS \03\03102-I \Gradln a •` PRO}E PERIMETER - NEW 24" STORM PIPE CONNECTING SOUTHCENTER PARKWAY AND CLAIMJUMPER TORM, SEE SHEET GR-6A PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. pgRkoR GRADING AREA 8: CONSTRUCT BUILDING SUB -GRADE PAD TO ELEVATIONS 1-FOOT LOWER THAN ADJACENT NEW SOUTHCENTER PARKWAY AND ADJACENT EXISTING FRAGER ROAD. THE NORTHERN PORTION SHALL BE CONSTRUCTED (FILLED) WHEN TESC SUB -BASIN STABILIZATION ALLOWS FOR REMOVAL OF THE SEDIMENT POND IN THIS AREA. SEE SEGALE PARK DRIVE'C' DESIGN SHEETS GR-6B, GR-6C, AND GR-6D z i PRQIECT`' PERIMET' R- 0 50 100 200 300 SCALE I" = 100' PROJECT PERIMETER 3yi` a •_ • SHORELINE JURISDICTION SUBJECT TO CITY OF TUKWILA REGULATIONS 18.44. • ••••• P.••.'-' SHORELINE JURISDICTION SUBJECT TO KING COUNTY REGULATIONS 2520. �-• FUTURE SHORELINE JURISDICTION AFTER CONSTRUCTION — EXISTING LEVEE EASEMENT �.1111 I♦ l GRADING AREA PERIMETER 572/75 CRITICAL AREAS'NO-WORK' ZONE PENDING =: USACOE 404 PERMIT (INCLUDES ANY _- "IN -RIVER" WORK) ST as 0 KEYMAP NOTE: FOR ALL AREAS OUTSIDE OF THIS SUBJECT GRADING AREA - SEE GRADING AREA PLAN SHEETS REFERENCED ON OVERALL PLAN SHEET GR-1 0e - - JJ ST0.kh ST.` KEYMAP NTS 2.../7 —ooG$' RECEIVE, OCT 19 20 17 S 16fkAST 41) GOLDSMITH LAND DEVELOPMENT SERVICES 1215 I I4IhAve 5E, Bellevue. WA98004 1 PO Box 3565, Bellevue, WA98009 T 425 462 1080 F 4254627719 www.gdOsnNhengineering.mm MAR -08-2014 TUKWILA FEE I(jG PLOT0E0: 03102633d. wee 03103I1110.37 DRAWN: HW DESIGNED: BPF APPROVED: IDG FIS.D BOOK: PAGE •: SEGALE PROPERTIES LLC CITY OF TUKWILA GRADING AREA 8 FOR TUKWILA SOUTH PROJECT Cornmunity Development JOB NO. 03102-2 WASHINGTON SHEET GR-6 33/114 PUBLIC WORKS • • • \ • • • \ • • • ./ / • • \ / \\/ // / \ /\ // \\ /HIGHLINE WATER DISTRICT: 16" D.I. WATER MAIN, \\ % CONSTRUCTED BY OTHERS \ WITH SOUTHCENTER PARKWAY '\ PLANS \ • • / / / / • • • STA. 7+48.75 \ \ END 25.1 ROADWAY TAPER \ STA. 6+20 CENTERLINE 40' DRIVEWAY SECTION STA. 6+05 END 48' ROADWAY SECTION (LEFT OF CENTERLINE) BEGIN 25:1 ROADWAY TAPER // / 1 /17, //// )1( /J1)// / - (4 /.// /// 7/ I /rrl / lr l l/ ��\°�f l /� l tk.rz->) /fr _ S ) A. 7+08.66. \ \\ •.„ / EN[1'Gt-IANNELIZ0I0ON STA. 7+82.32 END 48' ROADWAY (RIGHT OF CENTE' CB #SD-1 1 TA. 6+20 CENTERLINE 40' DRIVEWAY] SECTION / /. CB #SD-2 / Q�. ADJUST RIM TO \ \ GRADE, REMOVE EX. GRATE, & ADD SOLID LOCKING LID �cll-I - RIhl 23.16 IE I8'IS10-ZI9: 6 E)•19.&6 RIM•23.16 1E 18'ISW)•19.96 1NW)•19.96 49.91 ST ' E�� RO EIVD BEGI LE A EXISTING ST �O OUTFALL N?e STA. 5+00 END ROADWAYTA END TANGENT(/ BEGIN 48' RO W SE'CTION (RIGHT OF C LINE) RM DRAIN TH If 18 / SIIIION Z.CONO m STA. 4+20.02 ROADWAY TRANSITION END RADIUS BEGIN TANGENT (T = 77.71') / ,/%CB #SD 3 / / 27 LF 12" D.I. N B IUS 48' ROADWAY FT OF CENTERLINE) \ T CHANNELIZATION 1/ // / GO -I RIM"2.80 IE 181S10•18.25 IE 18'(NE)•I020 IE 12'(W)"18.75 STA. 3+50 CENTERLIN DRIVEWAY CB #SD-4 EXIST. S STA.2+32.11 ROADWAY TRANSITbN END TANGENT BEGIN RADIUS (R = 400) STA.2+10.99 ') END 36' ROADWAY SEO)f1Ot�l BEGIN ROADWAY TRANSITION BEGIN TANGENT (T = 21.73) 4"CONCRETE SIDEWALK 4" CRUSHED ROCK SEGALE PARK DRIVE '6-- CURVE DATA: \ P.I. = STA 3+39.11 A=24"21'09" R = 600,00' L = 256.24 T = 130.10\ • STA. 2+00 END 38' RO BEGIN RO BEGIN -AA" 0.5' 6' S/ W (CUT) 1 I —411 O. 2.ox 4 CONCRETE SIDEWALK 4"CRUSHED ROCK (1 12' 46' 6' I2' 2.0% ' ' .I 2.0X 12' . 3" CLASS "B" ASPHALT CONCRETE 6" CRUSHED ROCK 12" PIT -RUN BASE SEGALE PARK DRIVE 'C'. 48' ROAD SECTION N.T.6.. NOTE: ALIGN FLOWLINE WITH EX. EDGE OF PAVING (TYP.) 0.5' tl S/W 36' t 6" 8/W t UT) le' (8 2 1 - 0.5= 0.5' 2.0X = 2,X 90x 'I ' V�� CONCRETE CURB AND CUTTER 3" CLASS "B" ASPHALT CONCRETE 6" CRUSHED ROCK 12" PIT -RUN BASE .5' 6' 0.5' S/ W SEGALE PARK DRIVE 'C' 35' ROAD SECTION N.T,6.: / / / / / / / / / 1 / / // // of s T sm (R=-0.78' �OA WA 'R• AD AA EY I'E � ECTISIOECTION A. 26 ENS RL E:5 DRI AY CTION R.+10' STA. 0+59.65 BEGIN SIDEWALK ADD SINGLE DIRE RAMP, SIMILAR STANDARD P STA. 1+62,08`` END EX. ROADWAY SECTION BEGIN 38' ROADWAY SECTION • FILL) I (FILL) 2 CONCRETE CURB AND GUTTER 0 20 40 80 120 SCALE These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance,(( is subject to errors and omissions which 'do not authorize violations of adopted standards or ord/lances. The responsibility for the adequacy of.thedesign rests totally with the designer. Additions, deleons or revisions to these drawings after this date 111 void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance Is subject to field inspection. by the Public Works utilities inspector. Date: By: NSION N CURB SDOT -40.16.01 I/4'If3 14.1111 I 40' REVISION NO? /7-000r RECEIVE OCT 19 2017 Community -velopmnt RECEIVED NOV 0 72011 WKWILA PUBLIC WORKS Know whers below. Call before you dig. 1 10/30//2 REVISE DRIVEWAY SECTIONS AND STROM DRAIN CONNECTION, ADD SIDEWAUC IXTENSION AND DRIVEWAY SECTION )q BE P OT ED:0a,0rf324,. JAC01I0P01n i4:n .. / S.. 00 1 ./ /f r SEGALE PROPERTIES LLC loe NO. 03102-2 DRAWN: CITY OF TUKWILA SEGALE PARK DRIVE 'C' FOR TUKWILA SOUTH PROJECT WASHINGTON SHEEP G R. = 6 . 35/114 DESIGNED: DPP APPROVED: RIG FIELD BOOK: GOLDSMITH LAND DEVELOPMENT SERVICES 1215 I I4a, Ave SE, Bellewe. WA 98004 I PO 80%3565, 800ense, WA 98009 T 425 462 1080 F 425 462 7719 www.geldsrodher*mYgmn races. - 13 317 IP 1‘1 1 74.1,111 /111 ;„ / GRAD NG AREA 10 I. N gir / 1 • /1 .51 .1 ; . 11 44' Ic 161 j li / . 3 / 4:714 GOLDSMITH LAND DEVELOPMENT SERVICES 1215 11401 Awe SE. Delewe..WASH004 1 PO FkR3565, Bellmt, WA 90009 T 425 462 F 425 4ea 7719 www.soldsrntherviwetir€020 ; 1 y•.. • p ;/ PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. / / - - . ' NO FILL SHALL BE PLACED NST' ...... I'VE EXISTING RIVER LEVE OR / / - . EXISTING CROSS LEVEE PENDING "Ai.S.A.C.O.E. 208 PERMITASSUANCE. FROM TOP OF EXISTING LEVEE -RIVERI-EVEE AT NEW SO PORTIONS THE GREE GRADING AREA \ CONSTRUCT B ILDINGNBUB-GRADE PAD SEE.SHEET GR-9 FOR CROSS SECTIONS ( GRADING AR FINISH GRAD SUBGRADE ( - . - 11; ii 1., ii---".1- • -.....0 API,,P. ROV ii i ',... 4 r 21 .......piy of -Tukwila . - _----- --_-:: 7FUBLIC W o-r,,,k-s- .;-:-•;;;:'--- / / .."..r 7/17 9: G) = 33.20 - 35.00 ) = 322 --84:138. 35.00 NO FILL SHALL BE PLACED AGAINST --- THE EXISTING RIVER LEVEE OR EXISTING CROSS LEVEE PENDING U.S.A.C.O.E. 208 PERMIT ISSUANCE. !I ; /1 • I I o • /i OREUNE P.) PROJECT PERIMETER fr 4.11/0i) „t O1-144 APPROX. ;IA •-.. 1 LEGENDy., PROJECT PERIMETER N 0 1, SCALE = 100' ==. SHORELINE JURISDICTION SUEIJECT TO CITY OF TUKWILA REGULATIONS 18.44. •- ..... 77= ._ C.) I .1• • • 573,, I ..... -- • • Bin . A lii082,311MMLL JMALL1E,MHEOLLGA1FIST 00511NG LEVEL:740TE RAISED FG TO MATCH TOP OF EXIST. LEVEE ETE HW 10G JIFF PLOT1ID1111100946g 11101007/141112311 DRAWN: HW DESIGNED: APPROVED: MG F1111.15 30010 PAGE it SHOREUNE JURISDICTION SUBJECT TO KING COUNTY REGULATIONS 25.20. .4...4,4...4..4.. FUTURE SHOREUNE JURISDICTION AFTER CONSTRUCTION — — — — EXISTING LEVEE EASEMENT • IN IN • ;;#3:;f•4 0 30 100 200 300 RECEIVED JUL j 2017, TUKWILA PUBLIC WORM,: KEYMAP NOTE: FOR ALL AREAS OUTSIDE OF THIS SUBJECT GRADING AREA - SEE GRADING AREA PLAN SHEETS REFERENCED ON OVERALL PLAN SHEET GR-1 2/7 -ooa y RECEWED GRADING AREA PERIMETER CRMCAL AREAS WO-WORIC ZONE PENDINCOCT 1 9 2011 USACOE 404 PERMIT (INCLUDES ANY WOFtK) SEGALE PROPERTIES LLC Community Develooment KEYMAP pirs Knaw. what's belOW. Can Wan you Oa. ISION N my O. TUKWILA SOUTH PROJECT GRADING AREA 9 FOR 010. 031 02-2 SHEET GR-8 CITY OF TUKWILA WASHINGTON 39/114 PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. LEGEND: 2 • ‘Z •:*4 • PAAACAO‘_PLATS‘0) 03102-11Grading Nos \ 01 GRADING AREA 9 I kt4 ((?..; , - r"-- TIE IN CONSMIUCT&T: FENCE w/EXIST FENCE .. ........_.,.....6..‹.:,..:. 14. , ---• ----,r'.".:•• ----- — ---"::---.--- I"'mtptie ' -:•-.:----.:'..... - --:- --:.-1- ...,::..,,,,•,-. ::::,- , • .;;----‘,, _ 4 .,:ppR49.1 ..... --......rk. • _1 : 7 \ ii, ) ::: .--_) : ----‹ - - . /7 ; 2 -- . , ...- -. 1 •••• • ',-,. ---/ .. • .. • PROJECT PERIMETER • SEE SHEET-GR-11 FOR • • ' CROSS SECTIONS Revision #16 Condition - The site shall be graded to prevent damage to the Tukwila 205 levee. Surface water shall be prevented from ponding on the levee or from being directed to the waterward levee face. \\‘‘ BE PLACED AGAl NST' RIVER LEVEEOR • C OSS LEVEE PENDING , / • a CONSTRUCT104ENCE. HIGILCLF wtSLATS OR EGNAL • ti • t • : 11,5 /. , OHWM APPROX. ELEV. 14 • ... . - -...,.... .,.1 Lz.., ..../f.-.. --•:.•.- -•:-..., z..., . • .--.. .F.--..,- . • , ...`r 1"..... `.: .-Z...,. ... ... ,.fr:.7:y •--.,-,-..,..,_ ---- -.."-4.<7.w..... •-,-`,T.,.. -.-...-....,..., • P..1•.j - < if-17---:- r__ \ --k_ • .... ---%.„.,....... ..,,,,,„,-,---.....,i--,,,-,...s.,.....„..„...„...,........,.,,i..417 z ,,-... , ...z...........:, --... ...... ..„._.......*...,...,:sit,....„,,. ' 7::>'...7.'H;'''''''''-':),:%-.71-4:%-Ss-t...\,1::::,........::::.:-,'N:-.....:•-•::".,,.-z,"":,..,....,..:„..,1t,-...„_ — \ ' \A s`.,-;1,-' , ..,... ..c..Z.C.:4:•••• L..-7- ...., .._...:::...... .......f.":71' ' ..,.. - . • S.........: ....? ..:N....7....,.. "...^.:......_...r.... ...:„....„`:?C„;:,i';', • . ' ' ...1. 4.*..:Z) ''''. •-• ..V.,...1./.:;:•;* .' PROJECT PERIMETER - SHORELINE JURISDICTION SUBJECT TO CITY OF TUKWILA REGULATIONS 15.44. IIIII III ' I•-•-••1--' " • 200SHORELINE LIMIT (TYP.) /---•••i?7.""N GRADING AREA 10: --- MIN. FINTS4443PASEIFE4)-..-3-34 4.14.4,61.16GRADE-5- • ',91-13'1`r*35•° 0 SG ± 34.0 - ± 31 .Q EXISTING CROSS LEVEE TO REMAIN IN PLACE NO FILL SHALL BE PLACED AGAINST THE EXISTING RIVER LEVEE OR EXISTING CROSS LEVEE PENDING U S.A.C.O.E- 208 PERMIT ISSUANCE. GRADING AREA 10: CONSTRI T RuILDING PAD ELEVATION 32.5 PORTIONS OF THIS WORK FAIL WITHIN fl4 C-REEN RIVER SHORELINE. TIE IN CONSTRUCTION FENCE wIEXIST. FENCE .1 • 'I /1 ' I .7. UTILITIES IN THIS AREA TO BE REDESIGNED (BY OTHERS) TO MATCH REVISED F-UNE INTERSECTION LOCATION. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION - FUTURE SHORELINE JURISDICTION GRADING AREA 11 APPROVE-0- AO, 1.8 2017 ot`ikikwil•e •D(JBLIC 101(arIq Ofct/rl SHORELINE JURISDICTION SUBJECT TO KING COUNTY REGULATIONS 2520. FUTURE SHOREUNE JURISDICTION AFTER CONSTRUCTION EXISTING LEVEE EASEMENT GRADING AREA PERIMETER CRITICAL AREAS NO -WORK' ZONE PENDING USACOE 404 PERMIT (INCLUDES ANY "IN -RIVER" WORK) RECEIVED JUL 1 9 2017 PUBLIC WORKS 0 SO 100 200 300 SCALE 1" • 100' KEYMAP NOTE: FOR ALL AREAS OUTSIDE OF THIS SUBJECT GRADING AREA - SEE GRADING AREA PLAN SHEETS REFERENCED ON OVERALL PLAN SHEET GR-1 KEYMAP NTS z/2-oocs' RECEI CCT 1 KNwl". C:14111 beforeleyoudig GOLDSMITH LAND DEVELOPMENT SERVICES 1115 114016665E 1561e6oe. WA 91004 I PO Boc3565.114Se6E. WA 98009 T 42542t 425 4617719 6666, pokkrnthtegintericrom ,.."--./"ItLmIsProWiwew1.9*Km9Amv40612444104.)wwwwkozo ac.wrar EawriNG UVU..NOTL RAISED FG TO MATCH TOP OF T. MUM 111 11W 10G SPF KOTTEMISMO20.06.0 wan, ISO DRAWN: NW 2931040:2 Off AMOK°, 00 FELD 80012: PACE r. SEGALE PROPERTIES U.0 CITY OF TUKWILA GRADING AREA 10 FOR TUKWILA SOUTH PROJECT .101 NO. 031 02 -2 Community' Developmc WASHINGTON GR-10 41/114 ' — \\• \�\• EXISTING CROSS LEVEE TO REMAIN IN PLACE. \\ )/II( 1Ii/7 \ 7 =_�� �,�. �\ \ r If ill (/����= NVN II1,111;;1.11i1: o� 0 GOLDSMITH LAND DEVELOPMENT SERVICES 1215 114 hAle SE Bellevue, WA 98004 I PO Box 3565. Be66we. WA 98009 T 425 4621080 F 425 4617719 vww.goldsmithengileerig.com 3/11 PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. GRADING AREA 11: MIN. FINISH GRADE (FG) = 33.9 MIN. SUBGRADE (SG) = 32.9 NO FILL -SHALL BE PLACED AGAINST THE EXISTING RIVER LEVEE OR EXISTING CROSS LEVEE PENDING U.S.A.C.O.E. 208 PERMIT ISSUANCE. PROPOSED LEVEE WITH 14' WIDE TOP SET 3' ABOVE 100-YEAR FLOOD ELEVATION. FUTURE SHORELINE JURISDICTION (SEE XSECTiON (A AND SHTS H RA- 1 F4 UGH HRA-4) - 1 / STORM DRAINAGE RE-ROUTE SYSTEM TO CONNECT $ 200TH ST. EAST OF SOUTHCENTER\\ PARKWAY TO THE SOUTH STORMWATER FACILITY, SEE BPIFETS GR-13A 8 GR-13B 15' STORM DRAINAGE EASEMENT (TYP) — 7.5' B.S.B.L. FROM )EASEMENT (TYP) — f `� CONNECT STORM % .. DRAINAGE RE-ROUTE / TO STUB (BY OTHERS) I GRADING AREA 12 f}lllhl �� %Ill�llli \ -� 11 REVISED GRADING AREA 11 ELEVATION; REVISED LEVEE SECTION; ADDED "NO FILL SHALL BE RACED AGAINST COSTING LEVEE.. NOTE ETE qG PLOTTED:e)iozo69.69. rfllal/111R5> DRAWN: NW DESIGNED: BPI APPROVED; qG FED BOOK: PAGE is GRADING AREA i1 -- — — — — SHORELINE JURISDICTION SUBJECT TO CITY OF TUKWILA REGULATIONS 18.44. • SHORELINE JURISDICTION SUBJECT TO KING COUNTY REGULATIONS 25.20. SEGALE PROPERTIES LLC FUTURE SHORELINE JURISDICTION FOR FUTURE FERMI-M iNG SUBJECT TO CRY OF TUKWILA 2010 SMP GRADING AREA PERIMETER CRITICAL AREAS 'NO -WORK' ZONE PENDING USACOE 404 PERMIT (INCLUDES ANY 1N-RIVER' WORK) KEYMAP NOTE: FOR ALL AREAS OUTSIDE OF THIS SUBJECT GRADING AREA - SEE GRADING AREA PLAN SHEETS REFERENCED ON OVERALL PLAN SHEET GR-1 KEYMAP NTS L/7—ooc,e EC11vr■ bti'1µ' Pf'T 1 2 2117 I Know whets below. CaII before you dig. /oe No. 03102-2 CITY OF TUKWILA Uommunity pment GRADING AREA 11 FOR TUKWILA SOUTH PROJECT WASHINGTON SHEET GR-12 43/114 PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. 2 GRADING AREA 10 UTILITIES IN THIS AREA TO BE REDESIGNED (BY OTHERS) TO MATCH REVISED F-LINE INTERSECTION LOCATION. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. NATIVEGROWTH. ,PROTECTION. ARC GOLDSMITH LAND DEVELOPMENT SERVICES 1215 1 Nth Ave SE Bellevue. WA 98004.1 PO Bo' 3565. Bellevue, WA 98009 T 4254621080 F415461 7719 ww.v.gaMatiB;vp'vleerirs.cotn 9/29114, PSE BRISCOE SUB -STATION INTERIM GRADING, PAD ELEVATION = 35.5. SEE DETAILED INTERIM GRADING AND DRAINAGE PLANS, SHEET 14-A 1 f vCB 011, TYPE 2 W/ SOLID LID • 18LFIB'SD #i, TYPE 2-48' \ W/SOLID UD I� GRADING AREA 13 GRADING AREA 11 —GRADING AREA 12 CONSTRUCT BUILDING SUB -GRADE PAD ELEVATION 32.9. WORK INCLUDES A SUB -GRADE PAD ELEVATION OF 35.5 FOR A FUTURE PSE SUB -STATION. WESTERN GRADING LIMITS EXTEND UPSLOPE TO GRADING AREAS 13AAND 13B. .47 SEE SHEET GR-15 FOR CROSS SECTIONS II I II 1 I I;. SOUTHCENTER PARKWAY - Jf 11J GRADING AREA 12: MIN. FINISH GRADE (FG) = 33.9 MIN. SUBGRADE (SG) = 32.9 CB N3, TYPE 2-48' W/ SOLID LID 10' BENCH, EL. 70.0 287 LF24'SD 2 aATO, R 1 ED i R LOBAD. ED11 BEN ADDED STORM PIPE AND REVISED GRADING. ETE -Cs #, TYPE 2-4.1" .11111 SOLID LID 258 LF 24' SD G KIG • P. SEE SHEET GR-16A FOR STORM PIPE PROFILE. ^3 C1, TYPE 2-43 W/ SOLID . PLOTTED: mlmame., ®an 0e/1e/I4 MIS DRAWN: 1.11%. DESIGNED: BPF APPROVED: etc RID BOOK: .PAGES: I SCALE I" 100' LEGEND: PROJECT PERIMETER . ®®® GRADING AREA PERIMETER CRITICAL AREAS 'NO -WORK ZONE PENDING USACOE 404 PERMIT (INCLUDES ANY IN -RIVER". WORK) CONSTRUCTION. HAUL ROAD GRADING AREA 6 1 j lI II �•. These plans. have been reviewed by the Public', Works Department for conformance with current City standards. Acceptance is subject .to. errors aced-,:. omissions which do not authorize violatioas..of..,.. .adopted standards or ordinances. The responsibility forthe adequacy of the design rests totally with the . designer. Additions, deletions or revisions to these drawings after this date.will void this acceptance. and will require a resubmittal of revised drawings. for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By:. \ lo/iP/14 \\ CITY OF TUKWILA KEYMAP NOTE: FOR ALL AREAS OUTSIDE OF THIS SUBJECT .. GRADING AREA - SEE GRADING AREAPLAN SHEETS REFERENCED ON OVERALL PLAN, SHEETGR-1 01411, r E' M'AP OCT 19 2oj NTS C.i7.064' eOMMWEIVPN l'e°p`o TUKWIU, =UBLIC WOPI'' lJ1O-OCo V S EGA LE i PROPERTIES . LLC GRADING AREA 12 FOR TUKWILA SOUTH PROJECT WASHINGTON Know whirs below: . Call before you dig.'' JOB NO.. 03.102-2 SHEET GR-14 47/114 PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. • GRADING AREA 13A ye GOLDSMITH LAND DEVELOPMENT SERVICES CO 48LF 8" N-12 @ 0.6% 45LF 12" N-12 @ 2.0% CB # PSE-3, TYPE 1 RIM = 33.5 \ IE 12" IN (SW) = 30.3 IE 12" OUT (SE) = 30.3 N., .D1ar� 7/17 32.08 FG = 35.5 FG = 35.8 NN Revision #17 Storm DraInatLe Revision UTILITIES IN THIS AREA TO BE REDESIGNED (BY OTHERS) TO MATCH REVISED F-LINE INTERSECTION LOCION. CONTRACTOR TO VERIFY PRI�C�fR TO CONSTRUCTION. f 0.7% 135LF 12" N-12@2.4%,- CB # PSE-2. TYPE 1 RIM =31.85 IE 8" OUT (SW) = 28.9 INLET 33.55 AREA 12 ELEVATION G WESTERN SLOPE GRADING. 2OLF 12" SD @ 0.5% (BY OTHERS) ATE= 0 FG = 35.0 .0.5% 'PSE BRISCOE SUB -STATION --}_ -4.0 GRADING AREA 11 CB # PSE-1, TYPE II-54" RIM = 33.33 w/ SLOTTED LID IE 8" IN (NE) = 28.60 IE12"IN(NW)=29.40 -1F`12iOUT (E) = 26.83 =te CB#P RIM = 33. I412" OUT 1 UP Of D1TC'_DIiCy 35.8 ETE 050 PLOTTED: 011010ajq === P3.'MI I I DRAWN: IIW DESIGNED: BPF APPROVED: RIG FIELD 6006: PAGE 6: CB# PSE-6, TYPE 11-54" RIM = 32.00' IE 12" IN (SW) = 27.76' IE 12" IN (NO) = 25.50' IE 12'OUT (E) = 24.13' • S01rHCENTER PARKWAY . 20LF 12" SD @ 35°% (BY OTHERS) IE = 26.92 FG = 35.5 91LF 12" N-12 @ 3.5% FG = 35.5 DITCH = 35.2 I f GRADING AREA 12: MIN. FINISH GRADE (FG) = 33.9 MIN. SUOGRAIE (SG) = 32.9 LEGEND: ----- Z -_ 0 20 40 00 120 SCALE I"= 40' PAVE HATCHED AREA PROJECT PERIMETER ammo GRADING AREA PERIMETER CRITICAL AREAS 'NO -WORK ZONE PENDING USACOE 404 PERMIT (INCLUDES ANY "IN -RIVER" WORK) REVISION N01_'3 APPROVED AUG 1 8 2011 t:ity of Tukwllb PUBLIC Works c Vti io- it PROPERTIES LL JUL 2 7 2017 TUKWILA PUBLIC WORKS RECEIV OCT 19 Communi Developme new wears below. Call before You dig. loo HO. 03102-2 CITY OF TUKWILA PSE BRISCOE SUB -STATION INTERIM GRADING AND DRAINAGE PLAN TUKWILA SOUTH PROJECT WASHINGTON SHEET GR-14A 48/114 1215 1144, Ave SE. 04en,e. WA 96CPI 1 PO 6a. 3565. 60110=e.'NA 96^A9 T 425 462 1060 F 125162 7719 ,.w.v 41m414e0+00=r0G.000, \ NATIVE GROWTH PROTECTION AREA (N.G.PA) `\\\\\\\\ \ \ \\\\\\\\\\\ 41 \\\\\\\\\\ \\' .� \\\\\\\\\N\ —10 wi SOl1 L10, LF 24' W/ 4' PERFORATED ATERING DEVI AND I'DEWATERIN W/V 1e ORRICE T.E.S.C. SEDIMENT POND TRIBUTARY AREA - 1870 AC. SURFACE AREA - 11,527 SF TOP OF, BERM ELEV.. 112 TOP OF RISER ELEV. - 110 BOND BOTTOM ELEV.. 106 .IEST ae. Of PO.0. -aA 001101411 M0104 NRS—/ NO D711EL 109 001N 0015 0/ 4010 '0 zleea slap mum 3' 0004 .n am. IWA 000 wIte WET RV \\ \\\\\\\\\\� \\\\\\\\\\� \\\�\\\\\\N\ \\ \\\\\\\\' ,\ \\\\\\\NN `Gr. IRA NWL R0.0 \. B 89A, TYPE 1 W/ VANED GRATE 27 LF Ir SO x LF 12' SD 37 IF 12I SD PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. 08A, TYPE W/ VANED GRATE 'SEE SHEET GR-16a Irp•STORM PROFILE CB NBA, TYPE 1 W/ 1/WED GRATE MV.F 24. So B 65A. TYPE ,SCE, +16. TYPE 236- - �N ANE0 GRATE �. ^Np '1b ALL WEATHER HAUL ROAD. , C�JS, TYPE 2-e8' SEE SECTION THIS VANE@ GRATE SHEET. LP 21R80 rnnl.R[ r 9VLN "N". 2R A ALL WEATHER HAUL ROAD :LOCO FEET OS S110,04 ON PLANS GOLDSMITH LAND DEVELOPMENT SERVICES ,215 IAA MA A.9 SE. SeawA. YM 9180E : PO Ow 75RS. SMew.a WA 90009 T N25462 ICED F41S407719 AvAV pownW0'Eneerry_mm 426 (\o 7 usT110EVN1KRON REVISED GRADING AREA 12 ELEVATION. 2761.E IS - SD W/ VANED GRATE '27 LF 12' S0 _—CB 8l1A. TYPE 1 W/ SOLID LID 27LP I2'SO 6MA TYPE 1 W/ VANED ORATE 27 LF1r SO 03A 7 YPE 1 Wl VANED GRATE 25IF I2•SEO 34 SEE SHEET GR-17 FOR CROSS SECTION A -A' AND SHEET GR-1E (FOR CROSS SECTION B-B' GRADING AREA 12 PLOTTED: IPYROA 0e42.11 Ii:I I 2 14 A DRAWN, DAY 9/01/IS ALL WFAEHER HAIL NINO PAVING ANO AOOIIWNAL DRAINAGE PLAN SP DESIGNED. NE AMROVE0: KJC FN20 6260: PAGE e: CONNECT TO EXISTIMO 10108.48. TYPE 2498 APPROVED ----- SEP 09 2015 CITY OF TUKWILA ;Ity of _I ukwIla PIJBLIC Works ta^m GRADING AREA 6 G AREA i4, SEGALE PROPERTIES LLC —�z 0 50 ,00 200 300 SCALE LEGEND: I" = IC0' PROJECT PERIMETER RECEIVED SEP, 03 2015 TUKWILA PUBLIC WORK VISION NO. ) KEYMAP NOTE FOR ALL AREAS OUTSIDE OF THIS SUBJECT GRADING ARA - SEE GRADING AREA PLAN SHEETS REFERENCED ON OVERALL PLAN SHEET OR-1 r% SFAS^ • VIEW 4-7 KEYMAP NTS / ,� Rt V L10 Uer 1,4 „co, 7 �t �0,0, urEr GRADING AREA 13 FOR TUKWILA SOUTH PROJECT WASHINGTON '0 0 100N0, 03102-2 GR-16 z GRADING AREA 13A GOLDSMITH LAND DEVELOPMENT SERVICES 1215 11401 Ave SE Bete v . WA 98004 I PO Bm 3565. Be&v s WA 98039 T 425462 080 F4254627719 wwx.oNpngwlpnee'vy.mm r B/7/15 REVISED GRADING. GRADING AREA 14 1 PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. SOUTH STORMWATER FACILITY, SEE SHEET SD-S1 / ! GRADING AREA 6 / j i -74 NATIVE GROWTH PROTECTION AREA (N.G.P.A.) 1fRgn+NGA f� 4\ CONSTRUCT BUILDING '3 -GRADE PAD FROM ELEVATION I 59.0 TO ELEVATION 55.0 EASTERN AND SOUTHERN GRADING LIMITS AR .'T BY NGPA. NORTHERN AND WESTEIFN yij.11TS ARE SET BY EXISTING R.C.W. / OF ORILL IA ROAD S/-AJND SOUTH 200TH STREET. / / ' /' GRADING AREA I4:./'�''— /'— FINISH GRADE (FG) V,(RIES 60.0 TO 56.0 SUBGRADE (SG) VARIES 59.0 TO 55.0 HW �JJ SEE SHEET GR-2o o1 J - ' CROSS SECTIONS PROJECT FERIMETERI 0 wTTWwl2W S.,.Smw,n,u It3, ARROVEO: 10G REID BOOK: PAGE ply GRADING AREA 15 RECEIVFr" AU61 E. 2015 TUKYttixil TUKWILA PUBLIC WORK NATIVE GROWTH PROTECTION AREA (N.G PA.) SEGALE PROPERTIES LLC 0 50 100 200 300 SCALE I" = 100' LEGEND: --� PROJECT PERIMETER ■ ..•A115%1b AUG 27 2015 NOTES: 1. TOPOGRAPHY. EXISTING IMPROVEMENTS, AND CRITICAL AREAS ARE SHOWN PER BASE DATA UURREN 1 AS Or DEL.. 2014. MANY GRADING AND SITE LMPROVEMENTS ARE COMPLETE OR IN -PROGRESS PER APPROVED SOUTHCENTER PARKWAY PLANS AND GRADING PERMITS PW70-063 AND PW10-064. City of Tukwila PUBLIC Works KEYMAP NOTE: FOR ALL AREAS OUTSIDE OF THIS SUBJECT GRADING AREA - SEE GRADING AREA PLAN SHEETS REFERENCED ON OVERALL PLAN SHEET GR-1 GRADING AREA 14 FOR TUKWILA SOUTH PROJECT KEYMAP NTS r Comm Develop WASHINGTON naR-19 53/114 ?60/0-06q \ACAD\%ATS,03103102-I1Grnd0p YI_.a\03102W9.0try cI -1 _ I o- i Ito J , GRAAREA• , I / t1 it /% 20' IJTIL, E$MT. r-+-i • ,: GRADING AREA- %J t\ r 11 l PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. NATIVE GROWTH PROTECTION AREA (N.GPA.) ly'J� \. • SEE SHEET GR- FOR CROSS SECTIONS �- T E.S.C.BERM - _ EL.='04 NATIVE GROWH.{ PROTECTION AREA (N.G.P.A.( GRADING A/?EA 15(1 \ j CONSTF>jYJCT B7l ILDING SUB -GRADE PAD TO ELEVATION t81. NORTHERN AND NORTHEASTERN GRADI'IG LIMIT§ ARE SET BY NGPA AS DEFINED BY THE PROJECT -SENSITIVE AREA MASTER PLAN_ SOUTHERNAND SOUTHWESTERN GRADING LIMITS ARE SET BY EXISTING PROPERTY LIMITS AND BY EXISTING R.O. W OF S. 204TH STREET AND ORMLA ROAD S. PRQJECT PERIMETER J GOLDSMITH LAND DEVELOPMENT SERVICES 1215114th Ave SE. BelEws. WA96004 1 PO Bea 3565. Bellevue. WA 98809 T 425462 080 i 425 462 7719 wmv.y IdtmMetgeeerirg.asn c 817118 v✓� REVISED GRADMM, GAMING AREA 15 /../J✓.�✓.J ✓.../✓✓✓✓ ✓ ✓✓� �J � ✓ MW FIFE NDTTED:mlREARAP RRP,eule,l,11..46 DRAM NW — APPROVED: KID BBD WOK: PAGE V. FP EC AU6 TU PUB EIVEI 19 2015 NATIVE GROWTH.. PROTECTION AREA Z 0 50 100 200 300 SCALE I" = 100' LEGEND: PROJECT PERIMETER • ■ %PPROVED ER AUG 27 Z015 City of Tukwila NOTES: PUBLIC Works rv.L 1. TOPOGRAPHY, EXISTING IMPROVEMENTS, AIIE CRITICAL AREAS ARE SHOWN PER BASE DATA CURRENT AS OF DEC. 2014. MANY GRADING AND SITE IMPROVEMENTS ARE COMPLETE OR IN -PROGRESS PER APPROVED SOUTHCENTER PARKWAY PLANS AND GRADING PERMITS PW10-063 AND PW10-064. KEYMAP NOTE: FOR ALL AREAS OUTSIDE OF THIS SUBJECT GRADING AREA - SEE GRADING AREA PLAN SHEETS REFERENCED ON OVERALL PLAN SHEET GR-1 — Sa0Nr sr KEYMAP Nrs L17-OO6 4 SEGALE PROPERTIES LLC GRADING AREA 15 FOR KWILA PTUKWILA SOUTH PROJECT 0 T192 1 11740. 03102-2 Dev/7LIeon ty nt WASHINGTON SHEET GR-21 55/114 \GradlnQP4ns103 M:\ACAGIPLATS\03\03 - FLOW DIRECTION NEW GREEN RIVER LEVEE SEE ALSO LEVEE MODIFICATION SHEETS (LM) FOR NOTES AND DETAILS REGARDING NEW LEVEE CONSTRUCTION. 00604 GOLDSMITH LAND DEVELOPMENT SERVICES 1215 114th Ave SE. Bellevue. WA 98004 1 PO Box 3565. Bellevue. WA 98009 T 4259621080 F 425 9627719 www.gaMsmithengineering.ron ,/ / Z 0 U 0) 0 ce 0 LL OHWM APPROX. ELEV. 14 SHADED_AREA IS BEL©Vy-ORDINARY HGH WATER I UKWILA PUBLIC WORKS FIELD BOOK: PAGE*: mooLLS 1 21 -'% . -- ea LEGEND: 20 -Z- 0 80 40 SCALE: 1" = 40' 120 Point Table Point JF Northing Easting Elevation 1 158334.42 128 5448.47 10.00 2 158231.21 1285463.97 10.00 3 158126.86 1285460.13 10.00 4 15802 2.55 1285455.66 10.00 5 157918.24 128 54 55.69 10.00 6 157817.97 128 5480.80 10.00 7 157 762.22 12 85565.73 10.00 8 157769.98 12 85668.25 10.00 9 157789.10 1285769.96 10.00 10 157743.74 1285862.86 10.00 11 158324.00 1285424.43 14.00 12 158220.16 1285421.97 14.00 13 158116.39 1285417.15 14.00 14 158012.60 1285412.37 14.00 15 15 2908.83 1285411.11 14.00 16 157 806.32 12 85415.14 14.00 17 157729.08 1285477.65 14.00 18 157711.33 12855 78.14 14.00 19 157 737.71 1285677.34 14.00 20 15 7768.57 128 5774.50 14.00 21 157727.07 12858 67.06 I4.00 PROJECT PERIMETER - - - - SHORELINE JURISDICTION SUBJECT TO CITY OF TUKWILA REGULATIONS 18.44. - SHORELINE JURISDICTION SUBJECT TO KING COUNTY REGULATIONS 25.20. - - FUTURE SHORELINE JURISDICTION AFTER CONSTRUCTION -FUTURE SHORELINE URISDICTION (SEE -SECTION A -A) EXISTING LEVEE EASEMENT CRITICAL AREAS 'NO -WORK' ZONE PENDING USACOE 404 PERMIT (INCLUDES ANY "IN -RIVER" WORK) RECEIVED OCT 192011 Community SEGALE PROPERTIES LLC Dcvei"pt'Terrt GREEN RIVER OFF -CHANNEL HABITAT RESTORATION AREA FOR TUKWILA SOUTH PROJECT CITY OF TUKWILA WASHINGTON Jos NO. 03102-1 SHEET HRA-1 61/114 M:\ACAD\P ATS\03\03102-1\Grading Plans \03102GOS.d, -`6705TNG FLOOD PROTECTION CROS,§ L� ... PROPOSED LEVEE WITH 18' WIDE TOP SET 3' ABOVE 100-YEAR FLOOD ELEVATION - SEE SHEET LM-2 FOR SECTION -AND ELEVATIONS DEVELOPED AREA TO E.EV! 329 OR /i VI 1 II t1 gE1 PROPOSED LEVEE WITH 14' WIDE TOP F SET 3' ABOVE 100-YEAR PLQOD ELEVATION - SEE SHEET LM-2A 8 LM-3 ! • FOR SECTIONS AND ELEVATIONS 5 PROPOSED LEVEE '100 FT -NORTH AND SOUTH OF S 200TH ST. SHALLISE SET AT 4' ABOVE 100 YEAR FLOOD ELEVATION. 3 GOLDSMITH LAND DEVELOPMENT SERVICES 1215 1 NIh ft, SE &4e6.6. WA 98001 1 PO Bo. 3565. &Revue. WA 98009 T 475 462 1000 P 425 462 7719 www.gddrrnithengineenng.mrn 2 PORTIONS OF SEC. 35, TWP 23 N., R. 4E., W.M. AND SEC. 2 & 3, TWP. 22 ., R. 4 E., W.M. N S. 50 / '*„ r /ti) /1, 0 �l 100 END RIP RAF \. '?`[ V LAUNCHABLE ``\\\ , . \• • t .: TOE SECTION \l\v \\� \` ,\\\'\ ��� \ `\\ ,• y jai \\\\s \\'‘,..\, \ .. ' ..-r- -.;;% 3/11 10/19/11 •.-- y1. �Y Ii-a+ himIh 200 �•-.�. l\_ - SCALE: 1' • 100' REVISED LEVEE SECTIONS:REVISED GRADING AREA 6 6 11 ELEVATIONS. `r� \ EVEL3SED wREA LEV. 3r 0 OVE I II PROPOSED LEVEE WITH 181.WIDE TOP 113;!B 100-YEAR FLOOD FORCTIO ON SEE SHEET LMS SECTION AND ELEVATIONS 1 SOUTH _INTFJ344E0 ATE STORM WATER EASEMENT I CONTROL STRUCTjJRE w/ D-1 PROPOSED LEVEE WITH 14' WIDE TOP SET 3' ABOVE 100-YEAR FLOOD, ELEVATION - SEE SHEET L.MHI-a LM4A FOR SP 110N AND ELEVATIONS TRANSITION FR 18' WIDE LEVEE TOP TO 14' E LEVEE TOP. STORMWATER FACILm FLAPGATE SEE ON J-1- Al' PROPOSED POND I PUMPING STATION I I PBapOSEll STORM WATER ,Y�+-}�-0W,, T_ -.HOLE i =._ EXTENDED REVISED LEVEE SECTION APPROX. 90 FT. NORTH, WIDENED PORTION OF LEVEE TOP TO is ET. WIDE ETE ETE • IOC ETE CERTIFICATION. PLOTTED: 0310?C894., rwrn COMO . 101t DRAWN: DESIGNED APPROVED: HELD HOOK: PAGE t. , /i /NEW S'JGRM OUTFALL ,•w DEFLEX CHECK VF" yE SECTION J1 - J1' // • J_r I ll. 100 FT NORTH AND ST-SHALL BE SET APPROVED NOV 0,1 2011 aty of TuKwIla PUBLIC Works Point Table Point f Northing Eoating Elevation 1 158925.42 1285562.49 35.00 2 158838.88 1285510.03 35.00 3 158729.94 1285454.64 35.00 4 158537.64 1285372.22 35.00 5 157998.84 1285296.14 35.00 6 157580 42 1285279.87 35.80 7 157501.11 1285791.91 35.90 8 157411.53 1285818.76 35.90 9 157239.88 1285827.83 35.00 10 157073.52 1265810.16 35.00 11 156918.17 1285724.64 35.00 12 156769.1E 1285604.13 35.10 13 156726.45 1285574.57 35.10 14 156597.65 1285485.50 35.10 15 156471.96 1285403.64 35.20 16 156449.19 1285388.80 NOTES: 1. SHORELINE ENVIRONMENT DESIGNATIONS AND_ DIMENSIONS -SHOWN ON THESE PLANS ARE PER THE CITY OF TUKWILA SHORELINE MASTER PROGRAM TMC 18.44. THE ANNEXED PORTION OF THE PROJECTS SHORELINE ENVIRONMENT MAY ALSO BE SUBJECT TO AND REQUIRED TO MEET THE PROVISIONS OF KING COUNTY SHORELINE MASTER PROGRAM KCC 25.16. 2. SEE GEOTECHNICAL REPORT BY GeoEngineers, Inc., DATED 3/25/2008 AND 3/24/2009 FOR FURTHER SPECIFIC INFORMATION AND ROCK SPECIFICATIONS. DATUM: HORIZONTAL- NAD 83/91 VERTICAL: NGVD 1929 LEGEND: PROJECT PERIMETER - SHORELINE JURISDICTION SUBJECT TO CITY OF TUKWILA REGULATIONS 18.44. I SEGALE PROPERTIES LLC SHORELINE JURISDICTION SUBJECT TO KING COUNTY REGULATIONS 2520. FUTURE SHORELINE JURISDICTION AFTER CONSTRUCTION EXISTING LEVEE EASEMENT CRRTCAL AREAS 'NO -WORK' ZONE PENDING USACOE 404 PERMIT (INCLUDES ANY 'IN -RIVER" WORK) je �n 180rh ST. _�' L/7-006 Elf ESJON NO. ETV-. 19 2011 CEYMAP RECEIVED OCT 272011 TUKWIU UB WORKS RKS Know what's below. CaII before you dig. toe NO. 03) 02-2 GREEN RIVER LEVEE MODIFICATION FOR TUKWILA SOUTH PROTECT SHEET LM-1 PORTIONS OF SEC.: 35,. WP: 23 V.,: R: 4:E:; W.M.:Jj1WD:SEC :2'8i 3;' - - 200 FUTURE 3H OREUNE JURISDICTION 40 AFTER. CONSTRUCTION EXIST. 200: SHORELINE PER: COUNTY REGULATIONS SO':RIVER ZONE GRADING AREA 1 MIN.:F.G 33 9 (MIN SG 32.9) LEVEE WITH-18' WIDE TOP 18' ..... •- - SET 3'- OVE 100-V' t FLOOD ELEVATION I—ELEV., 3b:0 MIN, HYDFO8EE,D (0) \ 3 i i • 9,17.100ca SPALLS JP• T0-9,000 CFS 6,000 cis . TOP LAUNCHABLE TOE ELEV-. ?1:0 SATISFACTORY COMPACTED FILL VARIES" ' \ v 15-0' 2" 3UARRY.. ...... SPALLS (TYP) TOE LAUNCHABLE TOE, ELEV. 8.0; ..... ... 500-YR.EiEV. 31:. 14 • \ EXISTING GROUND CLASS IV WRAP (TYP) 0:H;w.M.:ELEV.:14.0 ✓ WATERSURFACE AT TIME OF SU WEY LAUNCHAB.-E:TOE Pia 4.171 i3 die Cs. V b M • w A h -.... ... '0+40 .*1+213 2+00 2+40 2400 3 3+6i0 MOD- 4+40 SECTION SALE: NOR. VER 1 10' (GEOENGIN 13-13 200, FU11A$E SHORELINE JURISDICTION CONSTRUCTION EXI rST•200':SHOREUNE: FA 'KM IiEGULATIO 50 IWER: ZONE - GRADING AREA 11 FG 33.9 (LUN:SG 3Z9) 8 30 600 era SPALLSIJIT. TO 9,000 CPS — : TOP LAI OPOSED L=VFE WITH 8' WIDE TO T 3`ABOVE 100-YEAR r..00D ELEV TION EV.35:0 MIN NCHABLETOE ELEV. 210 SATISFACTORY. COMPACTED FILL 12' QUARRY £PALLS(TYP HYDROSEED (TYp) 00=YR 8:50U-YR:ELEV.:31.42::: ..... .. EXITING OROUND /r CLASS N:RIPRAP(TYP)' ✓i `\ o.+LW:M. ELEV. 14.0 •\ ::WATER SURFACE ATTIME OF:SURVEY OE LAUNCHABLE TOE EJ_LV. 8.0 LAM C,HABLETOE / 10 0 30 Si• Oo Do 95o bo �R 0400 0+40 O+80 1+80 2 2+40 . 240 3+20. 3+00 4400 4 ECTION :B (GEOENGINE R 13-13) J GOLDSMITH LAND DEVELOPMENT SERVICES 1215 114thAve 5E. Bellevue. WA 98004 1 PO Bo 3565, Bellevue, WA 99009 T 425 462 1080 F 425 462 7719 www.gddmithertneerirgmm SCALE: 110R. -•39' VER; .1..=.1Q3. EE. REVISED LEVSECTIONS REVISED GRADING AREA 1 1 Et F5'A PLOTTED: 03 0200 m .9.me3101111 36:33 DRAWN: I DESIGNED: i APPROVED MAR 0 8 201 TLJKWIL A FIELD 8OOK PAGE t. 1 =:0 1 SEGALE PROPERTIES 92017 0 mtir} 16'10Dm�t Know.whaes below. • ' Ca before you dig. GREEN RIVER LEVEE MODIFICATION CROSS SECTIONS FOR TUKWILA SOUTH PROJECT CITY OF TUKWILA WASHINGTON XI NO. 03102-2 SHEET LM-2 69/114 PUBLIC WORKS 9, ALL UFF ,000 CFS LE -rot :AT TIME;'IFSURVEY.. GOLDSMITH LAND DEVELOPMENT SERVICES 1215 1 14th Ave SE. B , WA 98004 I PO Eke 3565, Bellevue, WA 98009 T 425 462 1080 F 425 962 7719 mow. nW�ergmeemg PUBLIC WORKS GREEN RIVER LEVEE MODIFICATION CROSS SECTIONS PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. SOUTH STORMWATER WETLAND REHABILITATION/ iENHANCEMENT 4 AREA AMINIMMISIII WSW! 0.,‘ y ... • -.s �;g tat)t81r1®: ilrr►� ROMMIONISIIIMIIIIEWIRIAMIEWNSIBIllar `� �������� ,`� Es 3.t��tl�i��t1� � �1a�Jd��it���t ......le ��i lr"�!•���i►�Il��� 1 A, ��II ►0�`�If,���I�m��/Amw�►y1 �s711�. ����tZ��.��� , ���► I�Si�����1/J►�� i�'r�7����� � 'i'" .. •,, , v ,ir „ i 4.. o 77 mw , ` � � �!% iiv �T�ir•�i•�����i�i1��A���i►7�e�� iK� ` � oc% �,c�•o� �"' `� %�.`✓ •` �jt �' %��%'i ".. ��� r '����_7it�a`.;♦�� � / �' ���� �`�e�? � 61� � 7Lf.��i�l t `���`�,►�,��i��� '���`.�p�irlr � :r:>.13r,�vz ,.�o'^�,•I���.rl`1T" 'r/ �- ��f>5���� � �����v�� �',,``' �` 4v1 o!n , zi I .A. n 4W4, ' � 3\1 aJ>. ti ih - i T!►9iY+�D L���.�\�17�� ix2 \�� z7 • s� CC E awe a. V �ii��/r9, �� ®�iA�«�������a ��i��P , kv�� im"�►'e®i��l�vl��►��1► �fW►vor, TO as. 4.4 x/S / S. 204TH ST. OUTFALL TEMPORARY STORM BYPASS FROM STREAM 'C' SCREENED PUMP INTAKE TO PREVENT FISH PASSAGE SEE BYPASS NOTE 12, SHT. JC-4. TEMPORARY JOHNSON CREEK DAM TO ISOLATE WORK AREA FROM FLOW DURING CONSTRUCTION SEE BYPASS NOTE 6, SHT. JC-4. ��a��e Onahw H`►iiT����rAr�r� s10e- O��= nIn,cldV1w.,OP S�eT--!Rjapl �3IT '.I6i7e11:k7C r;7u1�1��It:��, a �� • �11�IPlYe1'7atay:IdtaaAaci!Li�7alCi4'J{►C4J3,••� �v��I�� ����►►�������:�T�1S�.41 �vyy� ��i�.•�i:►��i��7i7/�7f11tY3iT�'�7iit►'n(E�ir3'�(�itiil;?`�"t��"ma •e 141',. !'� if�aLlat�A�'�iL`.T Ab1 �'1�� 1 c � i•.y. a+1i►%?sib �a�� J \Kiev/I\����ll�d���I����A��/f���I_ _.��vic 7��' Nr4, _ Wire r . .„ *IB rA L,412 ra.M.=_.W.1 r "Att.W/11111" siiirttro .,--___-------,.:-_-r„,,n-------,--_---,140..-- ., _,,,A - - _ INSTALL TEMPORARY 1800 GPM - PUMP TO HANDLE BYPASS FLOWS IN EXISTING JOHNSON DITCH. � \''7 'may--NImaiff R=100' __PROPOSED _- - ' JOHNSON CREEK INSTALL: 1-10" TEE (FL) 2-10' GATE VALVES (FLxMJ) • DURING TIMES OF NORMAL OPERATION BYPASS FROM STREAM'C' AND JOHNSON CREEK WILL BE PUMPED TO THE EXISTING GREEN RIVER OUTFALL. (NORTH GATE VALVE CLOSED AND EAST GATE VALVE OPEN) • FOR STORM EVENTS WHICH MAY CREATE TURBID WATER OF OVERFLOW FROM WETLANDS '10' AND '11' MITIGATION GRADING, FLOW WILL BE PUMPED TO THE MAIN SEDIMENT TREATMENT FACILITY AT THE SOUTH POND (SEE SHT. TESC-8A). (NORTH GATE VALVE OPEN AND EAST GATE VALVE CLOSED) SOUTH STORMWATER CONTROL FACILITY SEE SHT. SO-S1 CONTROL WEIR (TYPICAL) SEE SHT. JC-3 FOR DETAILS PROJECT PERIMETER SEE MITIGATION PLANS SHT'S 4of12 AND 5of12 FOR JOHNSON CREEK RESTORATION PLANTING. GOLDSMITH LAND DEVELOPMENT SERVICES 1215 1148, Ave SE. Belhwe. WA 98004 1 PO Box 3565, Bellevue. WA 98009 T 425 952 F 425 462 7719 wnw.goWsmit.ngineenng.com �� fit«: as 3 <,• S. 204TH ST. PROPOSED JOHNSON CREEK SEE NOTE 18, SHT. JC-4 FOR CHANNEL SECTION 4-ERIA_ COMPOST'DP TEMPORARY OVERHEAD POWER FOR JOHNSON CREEK DIVERSION AND DEWATERING PROJECT PERIMETER 1700 LF 10" TEMPORARY PUMP BYPASS FORCE MAIN TO EXISTING JOHNSON DITCH OUTFALL SEE BYPASS NOTES 4-12, SHT. JC-4. - -SEE SHgET-JC-3-FOR. -tikOSTBEC TONS i 1160± LF 8' WIDE CHANNEL @ 0.34 % w/LOGS AND ROOTWADS AS SPECIFIED PER DETAIL SHT. JC-3. 1700 LF 10' TEMPORARY PUMP BYPASS FORCE MAIN TO EXISTING JOHNSON DITCH OUTFALL SEE BYPASS NOTES 4-12, SHT. JC-4. PUBLiu WUHKS SEE SHEET JC-3 FOR S. 204TH ST. t` 1160± LF 8' WIDE CHANNEL @ 0.34% w/LOGS AND ROOTWADS AS SPECIFIED PER DETAIL SHT. JC-3. 182tLFGO" DIAM.I 0.0 % ALUMINIZED TYPE 2 STEEL PIPE, 14 GAUGE IN 5"x1' CORRUGATIONS VERIFY LENGTH BY FIELD LOCATING NEW OUTFALL L IE60'IN=8.6 INLET WITH BEVELED END AND 2' RIP RAP ARMOR ABOUT PIPE. SEE MITIGATION PLANS SHT'S 4 of 13 AND 5 of 13 FOR JOHNSON CREEK RESTORATION PLANTING. PLOTTED: 0310110J.4. wm003/04/l l 11:4, SEE NOTE 18, SHT. JC-4 FOR CHANNEL SECTION MATERIAL COMPOSITION. 17.00 Point Table Point / Northing Eosting Elevations 1 156314.37 1283824.0169 12.61 2 156320.98 1283948.8823 12.60 3 156372.02 1284094.7234 12.60 4 156376.60 1284151.0471 12.40 5 156373.52 1284176.1569 12.31 6 156368.15 1284196.7140 12.24 7 156355.89 1284226.6811 12.13 8 156350.24 1284283.4365 11.93 9 156357.50 1284321.2005 11.79 10 156 358.15 1284 35 5.16 05 11.68 11 15 6368.78 1284417.3038 11.46 12 15 63 76.2 6 12 84493.3204 11.19 13 156360-71 1284544.72 72 11.00 20 LEGEND: Point Table Point ,/ Northing East ing Elevotlone 14 156350.93 1284577.9956 10.89 15 156366.89 1284620.1015 10.74 16 156368.35 1284646.1477 10.65 17 156365.76 1284680.6891 10.53 18 156374.28 1284729.1681 10.36 19 156381.41 1284797.7954 10.12 20 156367.72 1284860.3275 9.90 21 156361.62 1284972.4218 9.52 22 156371.91 1285068.5587 9.18 23 156368.42 1285132.6027 8.96 24 156364.74 1285164.8134 8.85 25 156363.82 1285238.0883 8.60 PROJECT PERIMETER SHORELINE JURISDICTION SUBJECT TO CITY OF TUKWILA REGULATIONS 18.44. SHORELINE JURISDICTION SUBJECT TO KING COUNTY REGULATIONS 25.20. - FUTURE SHORELINE JURISDICTION AFTER CONSTRUCTION - - - - EXISTING LEVEE EASEMENT 80 � I 0 40 120 CLUDE ENT AF ALL 00, FALL./ Aai OR E AL TO J'Rt1CTJQ 'WA'TERS. • / IE 60" OUT = 8.6 NEW OUTFALL WITH FISH -PASSAGE FRIENDLY FLOODGATE SEE DETAIL SHT. JC-3 20 LF SECTION 60' DIM', @ (.A 'ro ALUMINIZED TYPE 2 STEEL PIPE, 10 GAUGE IN 3"x1" CORRUGATIONS SCALE: 1" = 40' CRITICAL AREAS 'NO -WORK' ZONE PENDING USACOE 404 PERMIT (INCLUDES ANY "IN -RIVER" WORK) OCT 19 2O Com OeVFI: Afieeryi SEGALE PROPERTIES LLC KEYMAP NTS 0 Know what's below. Call before you dig. JOB NO. 03102-2 CITY OF TUKWILA JOHNSON CREEK: PLAN FOR TUKWILA SOUTH PROJECT WASHINGTON SHEET JC-2 79/114 PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. ♦♦�♦�♦� 14 '4.16.4 1131.6 l'*'1' R rye •t. ••*�Yy�\V���'.. �) JUG TION "�'� 1, ���1! l 1' • 411,. 'I I \\,,` Atz&AbiV44I' 4211 t 4' lit 44,4444K "10 ..-._�ppurs `1 ,v,' ,41►�I►r►�1►�� I. . 4•►�►WI► !*AV* i f ' l 1. ' 1 • 0 GOLDSMITH LAND DEVELOPMENT SERVICES 1215 114th Ave SE, RMnve, WA 99004 I PO Box 3565, &k e. WA 98009 T 425 462 1080 F 425 462 7719 wwv.goNvNYcgirKciig.corn :477 7 14T44,0.1174), --�•Ja�o ono THI!'Kx15' WIDE v 20' 1 oNT% ISE 05 F.=1254063:96 1 EXTEND V PAST PIPE CROW IEb0"=-12 w/ ARMCRFC OUTRALI- Its _ _ :.82rr 1 2 SOUTH STORMWATER CONTROL FACILITY EASEMENT INTERIM 2:1 SLOPE TO EXISTING GROUND PRIOR TO, FINAL lT-E-DEVELOPMENT , - GEND: CRITICAL AREAS' NO -WORM ZONE PENDING USACOE 404 PERMIT (INCLUDES ANY IN -RIVER' WORK) O 20 40 CROSS LEVEE ADJACENT TO THE STORM WATER POND SHALL BE CONSTRUCTED wi SEEPAGE BARRIER PER RECOMMENDATION S1,_ PROVIDED BY GEOENG(NEERS (RE T-i7A ED 3124109). SEE SHT SO-S I I-=1- - I ea 120 Point # 2 Point Table Northing 156695.94 156701.63 Eastinq 1284069.20 1284075.71 Elevation 9.00 9.00 3 4 5 6 7 e 9 10 II 12 3 19 28 156689.53 156688.36 156702.30 136700.31 156692.31 156578.21 156570.21 156570.21 156594.95 156700.15 156713.38 156567.21 156494.41 1264159.04 1284199.90 1284205.46 1284378.30 1284386.20 1284386.20 1284378.20 1284095.24 1284070.24 1284654.36 1284808.51 1264378.20 1284802.65 SOUTH STORMWATER CONTROL FACILITY �e�����2 o:e ��i s�ellta� ."-. - � �i� r2• ���:� �F�11iML•� `�.`��� �►� 8 'VFW Ie . , _O i l AMbrIb � eti"!t�t�s�r•4rr���ti- ! �S@�•' 7+� 17i�sZ��.37 �► ' R�� 'r �� �Z� �^sibmatiaw4m.l I S� .�.p ,":0�. *NST'.� e0tV " "NV �ii aN v`v`vrvY�-'acv:... ��� �C• jAA\bV�:�♦�✓�j/lj/!r. 0 V1A1�i3✓� iA♦iA1t!/'G �,A.,�� ♦!� vti,.,✓n:�.•,-..��������`!�\������Le�..��1&��7iA/ii .: . ,., .ice✓........y�A,.va.�i:'ai... �.: 10:vA�v:.♦A4cP.o�.j��.,�,, .. - ����� � �.i.✓A1A\v i�ivvi✓ v�.� �--�vv. i- .-. �.. :...�. 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 10.00 10.00 10.00 16.00 Point Table Point # 29 30 Northing 156536.70 156541.42 31 156523.94 Eating 1284652.58 1284341.85 Elevation 16.00 16.00 1284241.57 16.00 32 156526.46 1284075.28 16.00 33 156552.19 1284049.67 16.00 34 35 156594.73 156704.67 1284049.24 12134048.11 16.00 16.00 36 156722.60 1284058.86 16.00 37 38 39 40 41 42 156520.46 156521.37 156531.26 156716.28 156731.43 156731.36 1284075.19 1264015.73 1284005.89 1284003.99 1284019.16 1284025.59 18.00 18.00 18.00 18.00 18.00 18.00 43 156726.45 1284059.42 18.00 ♦ �����������.�� �1� iail ij//�i`U ���' VG�L/�/ Ai�.�.���ti. III/I/AjA V /�/mil i. AV�AVt /� / i;�jl�A.., �►�s:���/i���niii►271��_.1'�� �l ��.�ii%byl�A \�A ♦ '/ p`%�i♦� �1.•�. /a �. ��. ♦Awy�♦/ i/ �A�A/A�.. AA-�A/V!V�� !'4t'l��Ai�Aiy�oV♦�� Z�►��� q�,>q �.�,..✓.-.ry � v �.� ��►.�r�St�sG,. „p.p ♦i♦,.i✓�...o�.-.. ,;v .. ..�.ii.�i .. �A,o�♦.��G., ✓�i. ,vi♦���.0:�vA.��.♦i♦i a✓y♦/A/.!O�♦�'�0,., _ �-�� n`: ♦/VOV/ // �♦/ �A/♦♦ ♦O ♦A r�i♦✓ .. A//Al♦♦I♦♦VA♦A'I♦4/�L i♦�.�AAj��w♦��. �l�f♦•�/ * // I♦ \. �i ����� A...AA .O V♦. I♦L �O�/`7� `WA; -� �.7� � �Tr!� - ii"�'�ID: ���- .i �i✓.��/� 00 ♦ A i ii i✓ �� \ ♦♦p .A, i //iG✓✓�i4♦gip PROJECT PERIMETER- - - - P OTTED:•3iOXmd.p DRAWN: HW DESIGNED: OF APPROVED: RIG Faso BOOK: Ima. wears below �- Call before yoitrag. -OCT-1-9 �omram ues 017 J NO_ 03102-1 PAGE t. CITY OF TUKWILA SEGALE PROPERTIES LLC itii SOUTH POND (WEST) De el°pm FOR / /7-006k TUKWILA SOUTH PROJECT WASHINGTON SHEET SD-S6 88/114 ,owurno3 Point Table Point # Northing Eoeling Elevation 12 156700.15 1284654.36 10.00 13 156713.38 1284808.51 10.00 14 156 706.15 1285 4 05.85 10.00 15 156693.11 1285423.70 10.00 16 156681.41 1285426.69 10.00 17 156566.84 1285350.87 10.00 18 156563.21 1285 34 4.16 10.00 20 156706.09 1285 433.71 16.00 21 156701.99 12854 5 3.19 16.00 22 156701.78 12854 71.67 16.00 co• / r y ChR09SLEVEE ACENT'T T�1E ST W- ANA;EFIPOND.SHAL EIE•- W-' // • " / \SEEPAGE BARRIER •PEA \ / 2\7" �RECOMMENDAHONS-PRQ,V EQ' WLL1� \ / �PEOENG,INEEReTERORtp,ATED�32 tFY\ / EE. SPIT SD`S11/\ \ 1`• ••,/ Point Tobin Point # Northing Eontinq Elevation 23 156686.09 12854 79.78 16.00 24 156503.73 1285358.69 16.00 25 156499.64 12853 50.95 16.00 26 15 65 02.90 12135202.78 16.00 27 1564 88.40 129 5190.96 16.00 28 156494.41 12 84 802.65 16.00 29 156536.70 1284652.58 16.00 LEGEND: L. PORTIONS OF SEC. 35, TWP. 23 N., R. 4 E., W.M. AND SEC. 2 & 3, TWP. 22 N., R. 4 E., W.M. CRITICAL AREAS 'NO -WORK' ZONE PENDING USACOE 404 PERMIT (INCLUDES ANY 'IN -RIVER" WORK) SOUTH STORMWATER CONTROL FACILITY EASEMENT 6' CHAIN LINK FENCE (TYP.) • i GRADING AREA 6 CB UPS-1, TYPE II - 48' w/ CANAL GATE SOLID LOCKING ROUND COVER= 29.0t IE 24' N-12 IN =11.00 IE 24' N-12 = 11.00 SEE SHEETS PS-2 8 PS-3 CB #SP-5. TYPE -IL 7Y CONTROL STRUCTURE N=156720.68 E=12854513.21 w/ VERTICAL BAR GRATE 8 SOLID LOCKING ROUND UD, RIM = 27.9t POND SIDE SLOPES ABOVE WO WS IE 36' IN = 14.45 TO BE HYDROSEEDED WITH IE 36" OUT = 14.45 APPROPRIATE SEED MIS - T- - . SEE DETAIL, SHT. SD-8 INVERTED PIPE-;` 34LF36'N-12�10.15%•� i L� 44 LF 24' N-12 @ 0.00% PUMP STATION / FORCE MAIN NOTES: 1. PUMP STATION AND FORCE MAIN PLANS SHALL BE SUBMITTED TO THE D.O.E. DAM SAFETY OFFICE FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION OF THE PUMP STATION AND FORCE MAIN. 2. FULL LENGTH OF FORCE MAIN SHALL BE ENCASED IN REINFORCED CONCRETE PER DETAIL ON SHEET SD-S11 FROM THE PUMP STATION TO THE OUTFALL ENCASEMENT MAY BE TERMINATED WHEN SOIL COVER OVER THE PIPE IS LESS THAN 1-FT. THICK. I �I 30 LF 24" N-12 (11) 0.00% A mmannamminimodma.mil .e.�s S" i,,J112 �1: i�AJf3 isWartp,Car..- aL-- .:Lm,.:,-awe � l...A!'.e.Au ... � .o.i^-G ��lg"'.-^ ®S�Eb'^`•..•4"'-':3Fe�^ � 22L ' `,40 - - ..,`Vs --°ee7's1 4CAv..X.R. . ,_v-s-3S f,i-,Z .I. . .1. a�2", uw1 - '� ®V.[�...-.o dam...:- x.-�' - '. ��®\ - �c^,,a-,,,,,..,,,,,,,.....,,,,,,,,,,,,,,,,,,,,,,,,...,,,,,,,,,._av,�,,,,,, 1,,s., ... ��.. ,.., .� % •s�,,,ak ::",.1al�Tw:.r a" .'. v.tiYv1 �..6z+ vy..:o...^ - �yt Tv ...<s0 ro �' .-sra ..3 s..w ...W :4,b��s.3��.V.TZr .., ..'V'a®'v. .,.... i rffi LF.... L vim dsi4�t aae�rdyd x.I"� L:re? :�aXt �3 4�'':ra'€G:'a �omz5:h 1a��as' z�"a vo P- 7 y. ✓. '{^ter. �+- s� • . l�l.Lu'�ui nl�La�D.a,lLTi.iW.i,3,iY �wJiY �3e� _5 Z'+� G>.Y�n.r••'�`_�.%i r7+'1 `� A dt -'�4,T b1 3i ��.'.✓-uEi�. ."®x.`' •�l,s�' 1... Sv' `'9' 'a'$``'r'�. v�33'" .M •�+ �_; x tea,-�.�'_,.,_, ,�.�• r; � z�...a.dr PROJECT PERIMETER GOLDSMITH 1 An F)FVFIOPMENT SERVICES POND OUTLET :- N 15669556E 1285425.51 IE 36" IN = 11.0 -=tw/ DEBRIS BARRIER e A \ ,C+ ..ns0:.. +\. ,\Ae 4.0e\ ,S•O i "•'*" ��lp Q�✓i rA..* 40^ •?v 0�� `i� i 114, G✓at'4wi��iltt \Q�✓✓kift �`� �ZSIZ.A:p is% 1" c5 ., ii.✓ .��> ���+�l.+GG..�0i..i. nY"�i011�\•�\..\�+1.+!_.i iiia:\ J;�:.1.+\✓l.+AGO,�..✓�i1\.�\S��\:A..\!�+✓C��I�iY�.�irl\:+\. 3/11 . JOHNSON CREEK . . S. 204TH ST. REVISED LEVEE SECTION: ADDED DAM SAFETY UFT STATION NOTE: ADDED CONE_ ENCASEMENT NOTE FOR FOBCDMIN. IMO ETE IOC / SOUTH-STORMWATER EASEM�NT 1 PLOTTED: o11o1mcony 1131 2 8/11 REVISED OUTLET PIPE 6 PUMP STATION INLET PIPE TO REMOVE CROSSING. ETE ETE N. N DRAWN: 3 8/11 RAISED 36' POND OUTLET PIPE LE. TO ELEVATION 14.1 AND ADJUSTED PIPE SLOPES. REVISED PUMP STATION 8 FORCDWN LAYOUT. ETE ETE DEIGNED: OK 8/11 REVISED PUMP STATION OUTFALL TO CB e5P-6, SPEOFIED E%. CULVERTS TO BE PILLED M TH COP, ADDED HATCH TO CB SSP-6. ETE ETE APPROVED: ILR: FIELD BOOK: PACE f. CO FACILITY - / ;. 16' WIDE DOUBLE GATE • MH #PS-2, TYPE II - 96' STORMWATER PUMPING STATION BOTTOM WETWELL ELEV. 10.0 PUMP OUT ELEV. ELEV. 24.0 W/ 3X 1200GPM 10 HP PUMPS SEE SHEETS PS-2 8 PS-3/ 15' GRAVEL 16' WIDE DOUBLE GATE ACCESS ROAD1":"#1#‘;‘;\"->Ss"'‘t: LOCATE PUMP N STATION A MIN S ST 125FT FROM OHWM (ELEV. 14FT) TO BE OUTSIDE OF SHORELINE JURISDICTION/ / r POND OUTLET: N=156690.91 E=1285621.49 IE36'=14.1 ii • w/ TIDEFLEX CHECK VALVE ;/ L L L ARMOR OUTFALL w/ RIP RAP CB #SP-6 TYPE -II 72" INTERMEDIATE CONTROL STRUCTURE N=156728.27 E=1285572.16 wl LW PRODUCT, TYPE HD-1 HATCH, 36'x60' RIM = 35.1 IE 36" IN.w/ FLAP GATE = 14.22 A IE 36' OUT= 14.22 EXISTING STORM CULVERTet9 6E COMPLETELY FILLED,WITI- C F: r -- PROJECT PERIMETER - - - SHORELINE JURISDICTION SUBJECT TO CITY OF TUKWILA REGULATIONS 18.44. - • • - SHORELINE JURISDICTION SUBJECT TO KING COUNTY REGULATIONS 25.20. FUTURE SHORELINE JURISDICTION AFTER CONSTRUCTION /%/ /.) - - - - EXISTING LEVEE EASEMENT l ; / SO )1 . ./7,44.1 if NEW JOHNSON' CREEK OUTFALL w/ 'FISH FRIENDLY' FLOODGATE FOR REFERENCE ONLY. NOT PART OF COE 205 CERTIFICATION. Li 7-006 0 20. SCALE SEGALE PROPERTIES LLC ciVE 19 2617/ lenity.` elo,o/aaent 110D SOUTH POND (EAST) FOR TUKWILA SOUTH PROJECT CORRECTION LTR# I -ID Ie 6"� APPROVED p21.2011 �CCkI1yyolTukwlla (PUBLIC WoTka "4/1 RECEIVED AUG 252011 TUKWILA PUBLIC WORKS 30B NO. 03102-2 SHEET SD-S7 Oft Ilk I JO NORTH POND REQUIRED WATER QUALITY VOLUME PROVIDED WATER QUALITY VOLUME DESIGNED DETENTION VOLUME POND BOTTOM (NOT INCL SED STOR.) WATER QUALITY W.S. 100 YEAR W.S. BERM PRIMARY EMERGENCY OVERFLOW PRIMARY EMERGENCY OVERFLOW W.S. SECONDARY EMERGENCY OVERFLOW SECONDARY EMERGENCY OVERFLOW W.S. 13.79 AC FT. 13.80 AC. FT. 12.54 AC. FT. ELEV=12.00 ELEV=19.37 ELEV=24.75 ELEV=28.00-30.00 ELEV=24.95 ELEV=26.23 ELEV=27.00 ELEV=27.52 • EXISTING RGG RG OUND-TQPOGRAPHY (PROVIDED BY OWNER) REPRESENTS PROGRESS GRADING AT THE CONCLUSION OF THE 2013 CONSTRUCTION SEASON. NAC EASEIulE1VT (aYP_ - -775-B:S.E.L _FROM EASEMENT (TYPr' _ g GDLDSMITH LAND DEVELOPMENT SERVICES ONS OF SEC_35 iWP. 23_N. R N3-- 11bAK EN- 48'N-1210.74% W wlRIP RAP WEIGHT ATOP PIPE PER GEO ECH RECOMMENDATION TEMP. TURNAROUND, FINAL POND ACCESS TO BE LOCATED THROUGH / DEVELOPED PARCEL - ySP1LL CONTROL: CB# N-1C, TYPE 11, 84" (SEE DETAIL SHT. SD-N6) , INSTALL PERM + ENT SURFACE WATER CONTROL POND\SIGN ON FENCE TEMP. 15 WADE GRAVES.\ ACCESS ROAD -TO POND. \. - FINAL ACCESS ROAD TO BE LOCATED:TROUGH�. DEVELOPED PARCEL 100-YEEAIR% = 24.75 APPROVED 022014 NORTH POND MAR 142014 ApR FOR"""IC Ks W'zcidut TU KWI LA SOUTH PROJECT P UBL CRY OF TUKWILA WASHINGTON T 19?au itr1Unity 'rlent LEGEND: PROPOSED GREEN RIVER OFF -CHANNEL HABITAT RESTORATION AREA INTERSTATE 5 aus V � GOLDSMITH LAND of VELOPMtNi SERVICCS �, z�� PROJECT PERIMETER CITY OF TUKWILA MUNICIPAL BOUNDARY EXISTING WETLANDS CRITICAL AREAS EXISTING STREAM (OR DITCH) CRITICAL AREAS CITY OF TUKWILA NGPA MIN. CRITICAL AREA BUFFERS MITIGATION AREAS PROPOSED GREEN RIVER LEVEE MODIFICATIONS PROPOSED STORM POND GRAVITY AND PUMP OUTFALLS FOR SOUTH BASIN W/ FLOODGATES ,—PROPOSED JOHNSON CREEK OUTFALL WITH 'FISH FRIENDLY' FLOODGATE ,�-/tpFFW PROPOSED CROSS LEVEE PROPOSED JOHNSON CREEK RESTORATION PROPOSED STORMWATER MANAGEMENT FACILITY S/' PC _rpraM/ SENSITIVE AREA MASTER PLAN DEVELOPED CONDITIONS OVERLAY --