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17-101484 (2)EXISTING CONDITIONS OVERV1Elul 4 SHEET KEY O RAPH I G 50ALE NORTH ( IN FEET ) O200 400 800 SCALE: I "=400' PLAN LP6PN1,7 -� — — —PROPERTY LINE EXISTING WETLAND — — }- — — STREAM CENTERLINE — — — — — — — — — CRITICAL AREAS BUFFER — — — — DITCH GENTERLINE --------------------MANAGED FOREST BUFFER (MFB) NOTE: BUFFERS CONSISTENT WITH THE CREENLINE WAREHOUSE A PROJEGT REFLECT THE 1994 FEDERAL HAY CODE AND CONCOMITANT AGREEMENT, ALL OTHER HETLAND5 OUTSIDE OF THIS AREA REFLECT BUFFERS PER THE CURRENT FEDERAL HAY REVISED CODE (GHAPTER5 15.10 AND CHAPTER M.145). TALASAEA CONSULTANTS, INC. Resource & Environmental Planning 15020 Beer Creek Road Northeast — Woodinville, Washington 98077 Bus (425) 861-7550 — F— (425) 861-7549 V1GIN1TY MAP 1 1 CONTACTS APPLIGANT/PROPERTY OWNER NAME: FEDERAL HAY CAMPUS, LLC ADDRE55. 11100 SANTA MONICA BOULEVARD, SUITE 850 L05 ANGELE5, CALIFORNIA c[0025 PHONE: (562) 503-4161 CONTACT: TOM ME55MER It SURVEYOR/ENGINEER NAME: ESM, GONSULTING ENGINEERS ADDRESS: 33400 8TH AVE 5, 5UITE 205 FEDERAL HAY, HA Q8003 PHONE: (253) 838-6113 ' CONTACT: ERIC LABRIE, A.I.G.P. ENVIRONMENTAL CONSULTANT NAME: TALASAEA CONSULTANTS, ING. ADDRE55: 15020 BEAR CREEK RD. NE HOODINVILLE, HA g80-M PHONE: (425) 861-1550 GONTAGT: JENNIFER MARRIOTT, PHS SENIOR ECOLOO15T r SHEET I NC>EX EX I ST I NS GONP I T I ONS PLAN EX 15T I NO GOND I TI ON5 OVERVIEW $ 5HEET KE`r Pe*10ERH,EUSER HO - $LA FEDERAL JAY, YASH I N&TON SHEET NUMBER SHEET TITLE Pq1.0 EXISTING CONDITIONS OVERVIEW 4 SHEET KEY Pg1.I wl .2 N1.5 1N1.4 N 1.5 Y `4l & NOTES I EXISTING CONDITIONS PLAN EXISTING CONDITIONS PLAN I EXISTING CONDITIONS PLAN I EXISTING CONDITIONS PLAN I EXISTING CONDITIONS PLAN I EX15TINO CONDITIONS PLAN I. SURVEY AND SITE PLAN PROVIDED BY E5M, 33400 8TH AVE S, SUITE 205 FEDERAL HAY, WA g8003, (253) 838-6113. 2. SOURCE DRAWING HAS MODIFIED BY TALA5AEA CONSULTANTS FOR VISUAL ENHANCEMENT. 3. THIS PLAN IS AN ATTACHMENT TO THE CRITICAL AREAS REPORT AND CONCEPTUAL MITIGATION PLAN PREPARED BY TALA5AEA CONSULTANTS IN AUGUST, 2017. 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TALASAEA CONSULTANTS, INC. Resource & Environmental Planning 15020 Bear Creek Raad Northeast— Woodinville, Washington 98077 B_ (425) 861-7550 — Faa (425) 881-7549 PLAN LESEND PROPERTY LINE ® 200' 5HOREL I NE MANAGMENT ZONE Y i Y Y i Y EXISTING HETLAND STANDARD HETLAND BUFFER ® �• — STREAM GENTERLINE -- —STREAM BUFFER DITCH CENTERLINE --------------------MANAGED FORE5T BUFFER (MFB) EXI5TIN5 TREE CANOPY •TP—# SOIL TE5T PIT LOCATION EX I ST I NS GONV I T I ONS PLAN EX 15T I NC GOND I TI ON5 PLAN INE*YT-RHAMSER HO - 5LA FEVE AL P4AY, k4ASH I NISTON EXISTING FENCE NOTES NORTH LARGE 1. SURVEY AND 51 TE PLAN PROVIDED BY E5M, 53400 &TH AVE 5, SUITE 205 FEDERAL HAY, HA 98003, (253) &35-6113. 2. SOURCE DRAHINS H45 MODIFIED BY TALA5AEA GON5ULTANT5 FOR VISUAL ENHANCEMENT. 3. THI5 PLAN 15 AN ATTACHMENT TO THE GRITIGAL AREAS REPORT AND CONCEPTUAL MITIGATION PLAN PREPARED BY TALA5AEA GON5ULTANT5 IN AUGUST, 201-7. Revisions Date By CITY COMMENTS a-2q-201-I MH Date - - Scale Designed AO Drawn /MH Checked Approved 135 Sheet # / 11 .1 Z:\DRAWING\1500-1599\TAL1572\1572 (HQ - BLA)\Plans\ TALI 572-HQ BLA-WP (2017-08-29).dwg ©Copyright - Talasaea Consultants, INC. i v doo aw DITCH AT2 �- ` y Ex15TING _ l CULVERT �" UNDERI ` ROADWAY / ------- --------� '00 00 le00000 i f� EASEMENT i r W I 1NL-5A 5 UTH)1,1ETI 60' MF� I /' FLAGS 1-15 i I '. GA-UPL I I 1 ' PqI I I 11 I -71,A ® i I I EXISTING ;� .I � I I I i FLAGCULVERT S 1-IO ' ® I I 5TRAM HAS 1 i i; I A4- ETI fl` `FLAGS 1-4 W Q O V i HB-UPLI i I I '�,• 1( IH WETI / I I i i` / I I i I i o ; �; W / WL—H ( HL-HK NORTH FLA1-4 I II FLAGS ►-3 GS I I I ;i � '�►'�W I ®I I j l� , I �� HL-HJ 1 I I I I I i FLAG5 1-15 1NL—HA I ° 1NL—HK •, FLAGS 2Q-43 5 UTt"t r J /. �--HL FL GS -4 i / i FLAGS I -34 .00 I� V V V i W i V� • ' � I I � i W W V W��i• 1NL—L. 1NL-FX i / I I .-•r i W:.C: �. FLAGS 1-4 FLAGS 1-18 -WETI I itZ)1�..r t ' I • F UPL I 1 1 , ,---------. "`I FJ-I WL—F J • F FLAGS 1-12 5RAPH I G 50ALE NORTH ( IN FEET) 0 40 80 I60 SCALE: I "=80' ------� — — — — — — — _ Q- - - - - - - - - - - - - -� -- LU FLAGS I -IS L - - - - FX-UPLI • ,/•�FX-WETI - ° W W V i i V i W i i i . i i W o WL—HU LAKE FRINGE 1NL—fU FLAGS 1-10 OEYERHAEUSER POND 1NL—F\/ FLAG5 1-4 FV-HETI 8.1 . i �•i W W iW �. �. i'r,ii TI - - - L WE WL—He J FLAGS 1-4 / / / HG-WETI / r'•� /H� PL i • �4 W FLAGS I -37 i V W W V W i FLA 1-6 •'r•.W � W V O W i V • �W V V W W' \ H W W CIF-WETiI W `•` \ \0 �" V� W W ••' '• W •I W .`�� i Lj V W 1, i i � \ \ � W W •, lNL—H� FLAGS I-4 HG-UPL�1\ \\ • HE-HETI W \ \ • HE/HD-UPLI WL—HM '\ \ S;, HD-11 ETI FLA651-5 � � \ � \ 1 WL—HD 1 FLAGS 1-4 W 1 � FH-HETI N. FLAGS 1-3 W II .i NOTE: BUFFERS CON515TENT WITH THE GREENLINE HAREHOU5E A PROJECT REFLECT THE Igg4 FEDERAL HAY CODE AND CONCOMITANT AGREEMENT, ALL OTHER HETLAND5 OUTSIDE OF THI5 AREA REFLECT BUFFERS PER THE CURRENT FEDERAL HAY REVI5ED CODE (CHAPTERS 15.10 AND CHAPTER M.145). TALASAEA CONSULTANTS, INC. Resource & Environmental Planning 15020 Bear Creek Road Northeast — Woodinville, Washington 98077 Bus (425) 861-7550 — Fax (425) 861-7549 PLAN LE&ENP — — —PROPERTY LINE 200' SHORELINE MANAGMENT ZONE i EXISTING HETLAND STANDARD YqETLAND BUFFER -� �• —STREAM GENTERL I NE STREAM BUFFER •+ }• DITCH GENTERLINE - - - - - - - - - - - - - - - - - - MANAGED FOREST BUFFER (MFB) EXISTING TREE CANOPY •TP-# SOIL TEST PIT LOCATION EX I ST I N6 GONV I T I ONS PLAN EX 15T I N5 GOND I TI ON5 PLAN Pe*'eE1 HAMSER HO - 5LA PEVERAL NAY, HASH I NcSTON A - APPROXIMATE OHHM (OF POND) NOTES I. SURVEY AND SITE PLAN PROVIDED BY E5M, 53400 8TH AVE 5, SUITE 205 FEDERAL HAY, HA g8003, (255) 838-6113. 2. SOURCE DRAWING WAS MODIFIED BY TALA5AEA CONSULTANTS FOR VISUAL ENHANCEMENT. 3. TH15 PLAN 15 AN ATTACHMENT TO THE CRITICAL AREAS REPORT AND CONCEPTUAL MITIGATION PLAN PREPARED BY TALA5AEA CON5ULTANT5 IN AUGUST, 201-7. Revisions Date By CITY GOMMENT5 5-29-201.7 MH Date Scale Designed AO Drawn AQJLI_ Checked JWAO Approved 55 Sheet # / 7 (' Z:\DRAWING\1500-1599\TAL1572\1572 (HQ —BLA)\Plans\TAL1572—HQ BLA_WP (2017-08-29).dwg ©Copyright — Talasaea Consultants, INC. 5 Y 1 tt > MATCHL I NE I .B EXISTING ` ' R TRAIL 1 W i EXISTING � _..J W ` i " - - - _ - CULY/' ERT ` % ''' UNDER ROADWAY 1 M1JK W`i 5TREAM NA i W t •� • �-, T 1 i 1 � ' 1 1 [ PqL-BD 50UTH (cont.) • i i i W FLA65 10-1-114, 142-IcI4 �•i i i i 1 EXISTING ; , .. -� ROAD , i i" i i l W W W+ W ' _ APPROXIMATE OHWM ---- - - - - - 4{ (OF LAKE) 1 i i 1 � •`•i W W ".J � — 1 � , _717— r---------- , 1 r , 1 1 ? 1 1 I 1 1 � 1 1 I 1 • S 1 1 1• l � i 0, MFf� •1 , \ 1 t 1 ' 1 T \ ♦ j 1 i ` 1 �•/ ` , 1 1 W A. , ♦ ♦ EX I ST I NS CON17 I T I ONS PLAN W W/ - WL-BD SOUTH FLAGS 107-114, 142-Iq4 EXISTING STRUCTURES, TYP• le""* 000— NORTH LARGE O RAPH I G 50ALE NORTH ( IN FEET) .,LAN LE6 ENO 0 40 80 I60 � PROPERTY LINE NOTES SCALE: I"=80' 1 NOTE: BUFFERS CONSISTENT WITH THE GREENLINE WAREHOUSE A PROJECT REFLECT THE lag4 FEDERAL WAY CODE AND CONCOMITANT AGREEMENT, ALL OTHER HETLAND5 OUTSIDE OF THIS AREA REFLECT BUFFERS PER THE CURRENT FEDERAL WAY REVISED CODE (GHAPTER5 15.10 AND CHAPTER 19.145). TALASAEA CONSULTANTS, INC. Resource & Environmental Planning 15020 Bear Creek Road Northeast — Woodinville, Washington 98077 Bus (425) 861-7550 — Fax (425) 861-7549 ® 1® 200 SHORELINE MANAGMENT ZONE i i i W• i W W " • - EXISTING HETLAND STANDARD WETLAND BUFFER ® s e STREAM GENTERLINE STREAM BUFFER mum® } DITCH GENTERLINE - - - - - - - - - - - - - - - - - - - - MANAGED FOREST BUFFER (MFB) f' EXISTING TREE CANOPY •TP-# 501L TEST PIT LOCATION EX I STI NtS GONV I TI ONS PLAN EX 15T I NO GOND I T I ON5 PLAN A YERHAEUSER HO - 5LA ImEPERAL. 1AAY, YASH I N6TON Z:\DRAWING\1500-1599\TAL1572\1572 (HQ-BLA)\Plans\TAL1572-HQ BLA_WP (2017-08-29).dwg i I. SURVEY AND SITE PLAN PROVIDED BY E5M, 33400 8TH AVE 5, SUITE 205 FEDERAL HAY, HA a8003, (253) 838-6113. 2. SOURCE DRAWING HAS MODIFIED BY TALA5AEA CONSULTANTS FOR VISUAL ENHANCEMENT. 3. THIS PLAN 15 AN ATTACHMENT TO THE CRITICAL AREAS REPORT AND CONCEPTUAL MITIGATION PLAN PREPARED BY TALA5AEA GON5ULTANT5 IN AUGU5T, 2017. Revisions Date By Date - Scale CITY COMMENTS 8-2a-2017 MH Designed AO Drawn Checked -- Approved Project # 1512-HQ BLA Sheet # ©Copyright - Talasaea Consultants, INC. C RAPH I G SCALE NORTH ( IN FEET) O 40 80 160 SCALE: I"=80' NOTE: BUFFERS CONSISTENT WITH THE GREENLINE HAREHOUSE A PROJECT REFLECT THE 1994 FEDERAL HAY CODE AND CONCOMITANT AGREEMENT, ALL OTHER WETLANDS OUTSIDE OF THIS AREA REFLECT BUFFERS PER THE CURRENT FEDERAL HAY REVISED CODE (CHAPTERS 15.10 AND CHAPTER 101.145). IUDTALASAEA CONSULTANTS, INC. Resource & Environmental Planning 15020 Bear Creek Road Northeast — Woodinville, Washington 98077 Bus (425) 861-7550 — Fax (425) 861-7549 1 FLAGS 1-7 ' EXISTING TRAILS, TYP. ' I , EE-WETI • EE VP�I \ , •.IIV f i f DQ1UPL1 I 6 i 1 wL-Ef FLAGS 1-5 I ' 1 FLAGS 1-15 II- D I TGH I --� WL-�D FLAGS 1-14 i• i i 1 1 I 1 1 1 I 1 1 1 FLAGS 1-5, 10-12 1 6•i i J W` _l{• i DT-UPLI! 7 * D TI li �L-DT %IL—G II ;=LAGS 1-12 , FLAGS 1-5 MATGHL NE TO 1�11.6.D PLAN L.r=6r=NP — — —PROPERTY LINE 200' SHORELINE MANAGMENT ZONE i • i "' EXISTING WETLAND W i W i V STANDARD WETLAND BUFFER o STREAM GENTERL I NE STREAM BUFFER Nam ME DITCH GENTERLINE - - - - - - - - - - - - - - - - - - MANAGED FOREST BUFFER (MFB) Y f' EXISTING TREE CANOPY •TP-# 501L TEST PIT LOCATION EX I ST I NS GONP I T I ONS FLAN EX 1 ST I NC GOND I TI ONS PLAN 1 r=*'rE HAEUSER HO - 5LA FEPE AL AA*e, NASH I N6TON NOTES I. SURVEY AND SITE PLAN PROVIDED BY ESM, 33400 8TH AVE 5, SUITE 205 FEDERAL WAY, HA c0003, (253) 838-6113. 2. SOURCE DRAWING HA5 MODIFIED BY TALASAEA CONSULTANTS FOR VISUAL ENHANCEMENT. 3. THIS PLAN IS AN ATTACHMENT TO THE CRITICAL AREAS REPORT AND CONCEPTUAL MITIGATION PLAN PREPARED BY TALASAEA CONSULTANTS IN AUGUST, 201-7. Revisions Date By Date - _ Scale CITY COMMENTS 5-24-2011 MN Designed AO Drawn Checked Approved 55 Project # 15.72410 BIA Sheet # / 1 A Z:\DRAWING\1500-1599\TAL1572\1572 (HQ-BLA)\Plans\TAL1572-HQ BLA_WP (2017-08-29).dwg ©Copyright - Talasaea Consultants, INC. 0 ` GY-WETI EXISTING DRAIN PIPE FROM WEYERHAEU5ER POND � WL—OY FLAGS I-15 -UPLI —� 0 (') i •�'. �� i y\ i i • y y EXISTING i " i i • i • �•iiiii iiiii i"i"y STORM DRAINS EXISTING o STRUCTURE AND - 4r — — — — — — -- — — — - /"` —� GU-WETI / W i y " + ; / . C7U Ui�l..l W y i y i y/ / I ► �� Eam..�,r i % y ` IFLA65I-I5 y i i r �i yy�y y"y I CONCRETE WALL • i " y i i OUTFALL STRUCTURE • y y•�• y y i" a •� y �• b y y I I y y y y "`y y y "" y "y "y y y / •`W i i "`i I I /5TREAM H i W 1 44L—OT FLAGS 1-22 i " y i i" iI• I I GT-UPLI " + " y i iC;3 / I " •�` y " Kx II r I 1 / /0 , ® II / ✓ ® ® ®a ® ® I MATGHL I NE TO N 1.6 .G 5RAPH I G 50ALE NORTH ( IN FEET) 0 40 80 160 SCALE: I "=80' NOTE: BUFFERS CONSISTENT WITH THE GREENLINE WAREHOU5E A PROJECT REFLECT THE 19a4 FEDERAL WAY CODE AND CONCOMITANT AGREEMENT, ALL OTHER WETLANDS OUT5IDE OF THIS AREA REFLECT BUFFERS PER THE CURRENT FEDERAL WAY REVISED CODE (CHAPTERS 15.10 AND CHAPTER I9.145). TALASAEA CONSULTANTS, INC. Resource & Environmental Planning 15020 Bear Creek Road Northeast - Woodinville, Washington 98077 Bus (425) 861-7550 - Fax (425) 861-7549 W PLAN L■E67ENP PROPERTY LINE 200' SHORELINE MANAGMENT ZONE EXISTING WETLAND STANDARD WETLAND BUFFER �• STREAM GENTERL I NE —STREAM BUFFER ® }• DITCH GENTERLINE -------------------- MANAGED FOREST BUFFER (MFB) /,�EXISTING TREE GANOPY eTP-# 501L TEST PIT LOCATION EX I STI NS GONV I TI ONS PLAN EX15TIN0 00N7ITION5 PLAN r4 E*rr=RHAr=USr=R HO - 5LA FEIPERAL. kSA%', HASH I N&TON VEIL—DW FLAG5 1-5 DU-UPLI e DW-WETI / DU-WETI.� • „� 4•�DW-UPLI . =: )X-UPLI ,� ✓"' e�y 1 - : DX-WETI I^ L-DU DZ-UPLI FLAGS 1-6 NL7; �- _,.�;LA651-4 i POWER VAULT POWER VAULT NOTES 1. SURVEY AND 51TE PLAN PROVIDED BY E5M, 33400 &TH AVE 5, SUITE 205 FEDERAL WAY, WA g8003, (253) &38-6113. 2. SOURCE DRAWING WAS MODIFIED BY TALA5AEA CONSULTANTS FOR VISUAL ENHANCEMENT. 3. THIS PLAN 15 AN ATTACHMENT TO THE CRITICAL AREAS REPORT AND CONCEPTUAL MITIGATION PLAN PREPARED BY TALASAEA CONSULTANTS IN AUGUST, 2011. Revisions Date By CITY COMMENTS 8-2q-2011 MW Date 1 eeffi l Scale Designed Drawn Spm CheckedJWAQ Approved 85 Sheet # A I •5 Z:\DRAWING\1500-1599\TAL1572\1572 (HQ-BLA)\Plans\TAL1572-HQ BLA_WP (2017-08-29).dwg © Copyright - Talasaea Consultants, INC. LB-UPL 11 I LB-HETI WL—LS / FLAGS I -6 LA-UPLI �' . LA-HETJ WL—LAB FLAGS 1-b 00 o V Iv��o�T A (F -7 q I/ WL—H5 FLAG5 1-4 l I \," - WC -HT FLAGS I -6 RHODODENDRON \ \ � SPECIES BOTANICAL GARDEN VI ENICORT 5 MATGHL I NE TO W 15 W a I STREAM HAti` yiy ':� o i` i a i i i + i.V i a V i Jam` 1 • Ia� i a i i i Y i i Y` W e i- i �.u,..y� G ll—HETI // w W J W ♦ W- -W ��^aaa,..'''a� J W�—y / LVT a.6 /�/� Ya.iii WYaa.W, aVJ .Wi. aaV a-�aW yi is+V / FLA65 I-22 1 i i W i J i a W a W a a W a i JW a i i Y W i i. W W y W ♦ y W i y / W a i WL—GV /y.yyyiy ;iw Yai FLA65 I-3 Y N i i i y V J a a V ® i 10 •/4 V j Y f / - / / ��t STREAM CONTINUES W ✓ IN I V 1=X I5 I I IVC7 ' / JVA CULVERT UNDER rr HIGHWAY , / VI ENFORT G C RAPH I G SCALE NORTH ( IN FEET) O 40 80 160 5GALE: I"=aO' NOTE: BUFFERS GON515TENT HITH THE GREENLINE WAREHOUSE A PROJECT REFLECT THE 19g4 FEDERAL HAY CODE AND CONCOMITANT AGREEMENT, ALL OTHER HETLAND5 OUTSIDE OF TH15 AREA REFLECT BUFFERS PER THE CURRENT FEDERAL HAY REVISED CODE (CHAPTERS 15.10 AND CHAPTER Ici.145). S TALAAEA CONSULTANTS, INC. Resource & Environmental Planning 15020 Bear Creek Road Northeast - Woodinville, Washington 98077 Bus (425) 861-7550 - F— (425) 861-7549 PLAN LE6r=NV — — —PROPERTY LINE -, 200' SHORELINE MANAGMENT ZONE W ' EXISTING WETLAND r. —i— • y a Y —STANDARD HETLAND BUFFER � STREAM CENTERLINE _ — STREAM BUFFER — DITCH GENTERLINE --------------------MANAGED FOREST BUFFER (MFB) EXISTING TREE CANOPY •TP-# 501L TEST PIT LOCATION EX I ST I N& GONP I T I ONS PLAN EX 15T I NC GOND I TI ON5 PLAN HEYr=RHAr=U9r=K HO - 5LA FEVERAL lAY, WASH I NSTON MATGHL. I NE TO W 1.4 ■ ®® ■ ■ ■� ■ — ■j 1 STREAM E,A — . � � �` 6) / P°' l / it FLAGS 1-5 '1 DP-UPLI , I DP-WETI EXISTING Q GULVER , �/ �Illf Z- VIEWPORT fl NOTES I. SUR\/EY AND SITE PLAN PROVIDED BY E5M, 33400 STH AVE 5, SUITE 205 FEDERAL WAY, HA cla003, (253) 538-6113. 2. SOURCE DRAWING HAS MODIFIED BY TALASAEA CON5ULTANT5 FOR VISUAL ENHANCEMENT. 3. THIS PLAN 15 AN ATTACHMENT TO THE CRITICAL AREAS REPORT AND CONCEPTUAL MITIGATION PLAN PREPARED BY TALA5AEA GON5ULTANT5 IN AUGUST, 201-7. Revisions Date By UT-( 60MMENT5 a-241-2011 MN Date - - Scale fi Designed 8i? Drawn ymm Checked Approved E35 Sheet # Al h Z:\DRAWING\1500-1599\TAL1572\1572 (HQ-BLA)\Plans\TAL1572-HQ BLA_WP (2017-08-29).dwg cQ Copyright - Talasaea Consultants, INC. RECORDING NO. VOL./PAGE CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100484-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON n A. �QZ* POINT OF BEGINNING FOR LOT 2 AND POINT OF COMMENCEMENT FOR LOT 3 NORTH LINE OF GOVERNMENT LOT 2 OF SECTION 16 WETLAND Co a� p� N 88' 19' 11 " W 279.02' W — — — — 4; 7P �� SAS Z D O (53) D F m pM�pp0 R Z O O0 M o WETLANf GSEWER EASEMENT / / v ry0^ryp, �� ij 59 WATER EASEMENT oN v D (52) FOUND 4" x 4" CONCRETE MONUMENT WITH 2" BRASS I WITH X, DOWN 0.4' IN CASE MATCH LINE OP / O T P W U W o W a �^ V) !f ,N i N WATER EASE ME T 55 PARCEL K / 34 W� (40) WETLAND I i i \\ m oL89*O6'41 8'15'22" W 390.00, — REFERENCE LINE f POWER EAS MENT 62 —► �� "' (51) �N" E '"30.00' 10' POWER SEMEN c1 pO,5 WETLAND /WITHIN 30' VACATED T I - f—� 'p �n d— — i OO' DO' `RIGHT OF WAY 165 BUFFER S. 333RD STREET (VACATED RIGHT OF WAY) 7'06,2 165, BUFFER R=1200.0 L=567.70 2 (41) RCEL K WETLAND WETLA__7ND D� N 44'02'55" W� (R) 30,00' I I N 78'29'331' W f (R) 30.00' (50) # 110 \ N 88'15'22" W 400.00' TO REFERENCE LINE 0 �o NOT A PART OF BOUNDARY LINE ADJUSTMENT (PARKTRACT) R POWER EASEMENT 61 62 \ 7�S AND WATER EASEMENT 59 e�FFF N 88' 16`22" W 410.00' TOERENCE LINE am SCALE: 1 " = 100' PORTION OF SW 1 /4 SE 1 /4 AND GOV. LOT 2 OF SECTION 16, AND NE 1 /4 NW 1 /4, SE 1 /4 NW 1 /4, ALL 1 /4 OF NE 1 /4, NE 1 /4 SE 1 /4, NW 1 /4 SE 1 /4, AND NE 1 /4 SW 1 /4 OF SECTION 21, ALL IN T. 21 N.. R. 4 E.. W.M. 14'42'26" W 65.00' '--- REFERENCE LINE 01'22'34" W 100.00' N 20'47'40" E 40.00' LEGEND FOR ALL SHEETS (R1) RECORD OF SURVEY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION RECORDED UNDER RECORDING NO. 20100526900003 (R2) WASHINGTON STATE HIGHWAY COMMISSION, DEPARTMENT OF HIGHWAYS PLANS ENTITLED "SR 18 — MP 0.18 TO MP 1.21 — JCT. SR 5 TO SO. 344TH ST. INTERCHANGE" DATED JULY 10, 1969 (R3) RECORD OF SURVEY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION RECORDED UNDER RECORDING NO. 20100512900004 (R4) WASHINGTON STATE HIGHWAY COMMISSION, DEPARTMENT OF HIGHWAYS PLANS ENTITLED "SR 5 — PIERCE COUNTY LINE TO JCT. SSH NO. 5—A" DATED JUNE 24, 1958 PARCEL 0 EXISTING LOT DESIGNATION 2 NEW LOT DESIGNATION FOUND MONUMENT AS NOTED A DELTA R RADIUS L LENGTH (R) RADIAL Q LOT IN PLAT OF "EICHHOLTZ ADDITION" VOLUME 68, PAGE 71 (37) LOT IN VACATED STATE PLAT, VOLUME 41, PAGES 30-32 02 BLOCK IN VACATED PLAT OF "NORTH LAKE ADDITION TO EAST TACOMA" VOLUME 4, PAGE 69 < > RADIAL BEARING SEE NOTE 2 ON SHEET 5 SHORELINE OF NORTH LAKE PER MAP PREPARED BY DEGROSS AERIAL MAPPING IN NOVEMBER, 2015 0 UPLAND FEAS19 I WETLAND � 180.00' Al ITI 1)TN1r,,r PNVrl (\Pr 40, (SEPTEMBER 2015) N 0�G / , ri PARCEL K REFERENCE LINE co NEW -LOT yLINE (47) 5 30' (42),(�46) N 56'47'18" E � � TELEPHONE 360.00' EASEMENT 6 RIGHT USE LAND OR A FISH SCREEN FOUND 4" X 4" CONCRETE MONUMENT WITH 2" BRASS N 6930.00'45', N 88' 15'22' 33 W — 10' X 30' IN THIS PARCEL W DISC WITH X, DOWN 0.3' � 23 IN CASE-` 277.67' EFE N 05'15'23" W / ;J (45) / �� NORTHERLY LINE OF LOT 45 342.69' / POWER EASEMENT 61 ca'1 NO STATE PLAT N 2014'27" E �. /., ...... PARCEL 0...... N o0_12'02"..E...100.00.... 99 A, , • N 05' 15'23" W SEE S H E ET 13 3 493.92' TRUE POINT OF MATCH LINE BEGINNING FOR LOT 3 SCALE: 1 " = 100' 100 50 0 100 200 N 19� d m o / N 60'22'51 " E 140.00' N 32'55' 18" E ffm� CONSULTING ENGINEERS LLC 33400 8TH AVE. S. IG Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture RESUBMITTED JUL 0 3 2017 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DRAWING NAME:\ 1 886\00 1 \0 1 6\SURVEY PLOTS\BLA3-11.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2017-06-27 1886-001-016 CHKD. BY SCALE SHEET C.A.F. 1"=100' 11 0f 18 n RECORDING N0. VOL./PAGE CITY OF Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100484-SU CITY OF FEDERAL WAY KING COUNTY WASHINGTON SEE LEGEND ON SHEET 11 OF 18 SCALE: 1 " = 100' PORTION OF SW 1 /4 SE 1 /4 AND GOV. LOT 2 OF SECTION 16, AND NE 1 /4 NW 1 /4, SE 1 /4 NW 1 /4, ALL 1 /4 OF NE 1 /4, NE 1 /4 SE 1 /4, NW 1 /4 SE 1 /4, AND NE 1 /4 SW 1 /4 OF SECTION 21, ALL IN T. 21 N., R. 4 E.. W.M. ' SEE SHEET 11 TELEPHONEEASEMENT(�5j PARCEL..�.O ... .. � i ............ ............................. .............................................................. .........................._.............................................................................. .__.. � o i N 00' 12'02" E 100.00' S REFERENCE LINE MATCH LINE NN J `i N 88'1522'\ w w 3, 265.54' ` Q.r N 69 45.33" W o EXISTING LOT LINE V i 27.05' . �\, (44) TO BE EXTINGUISHED TRUE POINT OF w PARCEL K.100, BUFFER WETLAND `� (TYPICAL) \O� BEGINNING FOR LOT 3 + N 21'49'25" W 73.00 \" N V w 'N 88' 15'22" W 250.00' 40 o TO REFERENCE LINE ,�_ SHORELINE OF NORTH LAKE EAST LINE OF THE WEST PER MAP PREPARED BY 112.5' OF LOT 43 o (43) DEGROSS AERIAL MAPPING IN ASPHALT ROAD WITH ---- CONCRETE SIDEWALKS N 88' 15'22" W 45.65' FOUND 2" BRASS DISC --' WITH X, SET IN CONCRETE, DOWN 0.6% IN CASE (SEPTEMBER 2015) NOVEMBER, 2015 30' z (PUBLIC RIGHT OF WAY) TO REFERENCE LINE S. 336TH STREET N 88'15'22" W 6, o N 88' 15'22" W 254.13' - 16 15 MATCH LINE POINT OF BEGINNING FOR LOT 4 (B) T W W VJ W VJ NEW LOT LINE -"'- (TYPICAL) vI 179.94' 4 �G� O PARCE 29 6' U 40' 14 . 0 16� o. N \ \ z f NORTHERLY LINE OF LOUISE'S NORTH LAKE TRACTS 21 22 40' W Q 9 10 z_ N 28'51'54" W 130.00' o W US 4 US FOUND 3.5" X 3.5" CONCRETE = w MONUMENT WITH 1" BRASS DISC i> o WITH PUNCH, STAMPED: "SECTION N 38'55'19" E 45.00, LINE", 0.2' ABOVE GROUND 00 = m o o �; (SEPTEMBER 2015) a_ w A•. w l 0 tY? REFERENCE LINE M 00� gVFF�R �o N 74'15'23" E 65.00' OUPLAN D RASISLE BUILDING ENVELOPE w io "� �Op �• - �1 z to F N 4715'37". W 1 15.00' , I � WETLAND o 0 � z 00 z I :t \\ - (D �� N 443 '3`_E� (� SOUTHEASTERLY LINE OF <�iF o , 61 LOT 8 OF LOUISE'S NORTH i _ O' LAKE TRACTS z PARCEL Z- ,P�?�' NCO �� 2s.3 r ��, WEYERHAEUSER WAY S. / ��^ w� (AKA 32ND AVENUE S.) N 36 36�26 E (R) t�,Q (PUBLIC RIGHT OF WAY) q I 40� h \N 34' 11 ' 00=E (El '(3 CURVE TABLE CURVE DELTA RADIUS LENGTH C1 41'57'03" 71.50 52.35 C2 20'57' 15" 1 1 1.50 40.78 03 11'39'25" 80.50 16.38 C4 41'22'35" 51.50 37.19 C5 5'03' 12" 386.50 34.09 C6 48'08' 1 1 " 600.00 504.08 C7 07'44'26" 600.00 81.06 C8 13'08'39" 600.00 137.64 � FOUND CONCRETE MONUMENT • �a-; � ".N 30'27'34" E (R) �- , 4 / r INCASE4 (OCTOBER BRASS 120 5) N 1.0', llQ� `fig ' - - - ON LINE, HELD FOR CENTERLINE OF " N 27-20'14" W (R) ROAD AND MONUMENTED EAST LINE A=91'14'S8" - `Pj. S62`;)6".N 88'58 12 W S. 337TH - OF SECTION 21. L-39.82' `S9•- C> 94.05_ ' STREET N 88'58'12" W 571.48' A N 46'05'53" E (R� , -" " `2I � 66'59'48" W ~ w (PUBLIC RIGHT OF WA`O - _ 26.44 N 88 58''' W 179.8 \ Cg TELEPHONE EASEMENT ``� '�'�' rn` U try 0`� � N 74'30'53" W R G WATER EASEMENT , p� 4U Ct:' N 74• �` "� , �`' - - (. )) i o f N 7.16 3s.. N 75• C1G I h� I ,ham t� W' '� 16 39" w �86 8 z 1 � 831,. W `b/ o 21 0' WATER EASEMENT ' I ' "� p=6'06'10" 4. O o a �w 7� • 48 I 2/ z R=635.07' 36.5' I PARCEL U N L=67.64' i I N 4! 10 I ( 2 GU ASPHALT ROAD WITH w L TO BE DEEDED TO THE CITY OF FEDERAL w\G RECORDING NO. CONCRETE SIDEWALKS A=64'51 01" \\ R=51.50' z WAY FOR RIGHT OF WAY PURPOSES I Q I o - L=58.29' MATCH LINE \� �� N 59'51'54„ E (El Li U- =) 0 \"O 1 LLJ w I �782 � A=75'30'48" w= I PARCEL V I Z° 1 1❑ w R=350.00' L=461.28 VACATED RIGHT OF WAY - I Q I LOT i I - Q 1 �8 50,17 _ - o SEE KING COUNTY I = o I C/TY OF FEDERAL WAY BLA ORDINANCE NO. 00328 AKA -�► �` a - R=71.50 < { 1 0 � �. N0. 16-102886-00-SU � � � L=60.95' \� "" V-1353) DATED FEBRUARY 2, I > I RECORDING NO. 20170210900007 I �� z 1970 AND RECORDED UNDER RECORDING NO. 7111090451 I 1 Q I .� 1............1..............,:............................ ... ,..;............. 3.7.5�,. ... 1.. SEE SHEET 15 100 WETLAND .� CONSULTING ENGINEERS LLC Y � �� BUFFERA A I33400 8TH AVE. S. I G � >� Suite 205 �� z Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 SCALE: 1 = 100 EVEREIT (425) 297-9900 www.esmcivil.com 44925 �p a 100 50 0 100 200 �r�' Civil Engineering Land Surveying Land Planning LL l Public Works Project Management Landscape Architecture DRAWING NAME:\1886\001\016\SURVEY PLOTS\BLA3-13.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2017-06-27 1886-001-016 CHKD. BY SCALE SHEET C.A.F. 1 "=100' 13 OF 18 CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100484-- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON AUTHORIZATION THIS BOUNDARY LINE ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS OF THE AFFECTED PROPERTIES. FEDERAL WAY CAMPUS, LLC A DELAWARE LIMITED LIABILITY COMPANY BY: <E� PRINTED NAME: T.C. MESSMER TITLE: VICE PRESIDENT - SPECIAL PROJECTS ACKNOWLEDGMENT STATE OF WASHINGTON I 0/10d "t DATE -T E 201 S COUNTY OF KING SS L ON THIS 11 DAY OF 0 v'�'� 2017, BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, PERSONALLY APPEARED T.C. MESSMER, TO ME KNOWN TO BE THE VICE PRESIDENT - SPECIAL PROJECTS OF FEDERAL 4AY CAMPUS, LLC, THE LIMITED LIABILITY COMPANY THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID LIMITED LIABILITY COMPANY FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. SIGNATURE OF 4 NOTARY PUBLIC PRINTED NAME DATED I a i ( t MY APPOINTMENT EXPIRES-�� Notary Public State of Washington TRACY A. TOWNSEND My ComNOSSION EXPIRES 06/06/2020 RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ........... DAY OF ........................... 2017 AT .... M IN BOOK .......... OF ........ AT PAGE......... AT THE REQUEST OF .................................................................. MANAGER SUPT. OF RECORDS APPROVALS: CITY OF FEDERAL WAY EXAMINED AND APPROVED THISZ6 DAY OFPt-k0b<< 20 %-7. DEPUTY PUBLIC RKS DIRECTOR / EXAMINED AND APPROVED THIS 3 G DAY OF 064eY 20 17 COMMUNITY DEVELOPMENT DIRECTOR EXISTING LEGAL DESCRIPTIONS PARCEL K (TAX ACCOUNT NO. 797820-0420) KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF , 20 _ ASSESSOR DEPUTY ASSESSOR 797820-0420, 797820-0480, 228500-0010, 212104-9002, 614260-3025, 614260-0005, 614260-0200, 212104-9052, 442060-0040, 442060-0045, 442060-0050, 442060-0055, 442060-0060, 442060-0065, 442060-0070 AND 442060-0075 ACCOUNT NUMBERS LOTS 40, 41, 42, 44 AND 46 THROUGH 51, INCLUSIVE, VACATED, STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 41 OF PLATS, PAGES 30 THROUGH 32, INCLUSIVE, IN KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF LOT 43 THE STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., ACCORDING TO THE PLAT RECORDED IN VOLUME 41 OF PLATS AT PAGES 30, 31 AND 32, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 43; THENCE EAST, ALONG THE SOUTH LINE THEREOF, 112.5 FEET; THENCE NORTH TO THE NORTH LINE OF SAID LOT 43; THENCE WEST ALONG THE NORTH BOUNDARY OF SAID LOT TO THE NORTHWEST CORNER; THENCE SOUTHWESTERLY ALONG THE WEST BOUNDARY OF SAID LOT TO THE POINT OF BEGINNING; TOGETHER WITH VACATED SOUTH 333RD STREET, WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH SOUTH 336TH STREET VACATED UNDER KING COUNTY ORDINANCE NUMBERS 1349 AND 6801 WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH 30TH AVENUE SOUTH VACATED UNDER KING COUNTY ORDINANCE NUMBER 6801 WHICH ATTACHES BY OPERATION OF LAW; EXCEPT PORTIONS CONVEYED TO KING COUNTY BY DEEDS RECORDED UNDER RECORDING NUMBERS 6475093, 7809150862 AND 8406060941; AND EXCEPT PORTIONS CONVEYED TO THE CITY OF FEDERAL WAY BY DEED RECORDED UNDER RECORDING NO. 20030917000738. PARCEL 0 (TAX ACCOUNT NO. 797820-0480) LOT 45 OF THE STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., ACCORDING TO THE PLAT RECORDED IN VOLUME 41 OF PLATS AT PAGES 30, 31 AND 32, IN KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF 30TH AVENUE SOUTH VACATED UNDER KING COUNTY ORDINANCE NO. 6801 AND RECORDED UNDER RECORDING NO. 20020424003359 WHICH ATTACHES BY OPERATION OF LAW. PARCEL Q (TAX ACCOUNT NO. 228500-0010) LOTS 1 THROUGH 6, INCLUSIVE, EICHHOLTZ ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 68 OF PLATS, PAGE 71, IN KING COUNTY, WASHINGTON; AND LOTS 30 THROUGH 39, INCLUSIVE, VACATED, STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 41 OF PLATS, PAGES 30 THROUGH 32, INCLUSIVE, IN KING COUNTY, WASI,INGTON; TOGETHER WITH VACATED SOUTH 333RD STREET, WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH SOUTH 336TH STREET VACATED UNDER KING COUNTY ORDINANCE NUMBERS 1349 AND 6801 WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH VACATED 28TH AVENUE SOUTH WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH PORTION OF EXCESS RIGHT-OF-WAY SET FORTH IN DEED RECORDED UNDER RECORDING NUMBER 7303220472; EXCEPT SR 5 (P.S.H. #1); AND EXCEPT PORTION OF LOT 32, LYING WESTERLY OF THE WESTERLY MARGIN OF SR 5 (P.S.H. #1); AND EXCEPT PORTIONS CONVEYED TO KING COUNTY BY DEEDS RECORDED UNDER RECORDING NUMBERS 6475093, 7809150862 AND 8406060941; AND EXCEPT PORTIONS CONVEYED TO THE CITY OF FEDERAL WAY BY DEED RECORDED UNDER RECORDING NO. 20030917000738. LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFOR ICE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND C STATU AND ORDINANCE IN MARCH, 2017. ZACHARY LENNON CERTIFICAV NO. 44925 trj RECORDING NO. SCALE: N/A VOL./PAGE PORTION OF SW 1 /4 SE 1 /4 AND GOV. LOT 2 OF SECTION 16, AND NE 1 /4 NW 1 /4, SE 1 /4 NW 1 /4, ALL 1 /4 OF NE 1 /4, NE 1 /4 SE 1 /4, NW 1 /4 SE 1 /4, AND NE 1 /4 SW 1 /4 OF SECTION 21, ALL IN T. 21 N., R. 4 E., W.M. VICINITY MAP NOT TO SCALE S 320TH ST NORTH PARK a 5 LAKE > a 00 S 336TH ST to J' `) 18 SITE N PARK D S 342ND ST 0) r S 348TH ST 161 }W} 3 PARK LAKE LAKE GENEVA 99 KILARNEY S 352ND ST S 356TH ST CONSULTING ENGINEERS LLC 33400 8TH AVE. S. I ®, �' (� I Suite 205 Federal Way, WA 98003 FEDERAL WAY �423) 838-6113 www.esmcivil.com EVERM Civil Engineering Land Surveying Public Works Project Management SECTION SUBDIVISION LOCATOR y o V(s \1 mac 4-o X 40 P . EsM 14_C�,d -�'li 1-7 DRAWING NAME:\1886\001\016\SURVEY PLOTS\BLA3-01.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 1 2017-10-19 1886-001-016 Land Planning Landscape Architecture CHKD. BY C.A.F. SCALE N/A SHEET 1 OF 18 APPROVALS: KING COUNTY CITY OF CITY OF FEDERAL WAY DEPARTMENT OF ASSESSMENTS ral EXAMINED AND APPROVED THIS DAY OF 20 _ Fe WayEXAMINED AND APPROVED THIS DAY OF 20 ASSESSOR DEPUTY PUBLIC WORKS DIRECTOR REVISED JUNE 2015 BOUNDARY LINE ADJUSTMENT EXAMINED AND APPROVED THIS DAY OF 20 DEPUTY ASSESSOR 797820-0420, 797820-0480, 228500-0010, 212104-9002, NO. 17-100484-- SU COMMUNITY DEVELOPMENT DIRECTOR 614260-3025, 614260-0005, 614260-0200, 212104-9052, 442060-0040, 442060-0045, 442060-0050, 442060-0055, CITY OF FEDERAL WAY 442060-0060, 442060-0065, 442060-0070 AND 442060-0075 KING COUNTY, WASHINGTON ACCOUNT NUMBERS AUTHORIZATION THIS BOUNDARY LINE ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS OF THE AFFECTED PROPERTIES. FEDERAL WAY CAMPUS, LLC A DELAWARE LIMITED LIABILITY COMPANY BY: <3��-G-•t, PRINTED NAME: T.C. MESSMER TITLE: VICE PRESIDENT - SPECIAL PROJECTS ACKNOWLEDGMENT STATE OF WASHINGTON \ COUNTY OF KING SS 1 p iC> 1 DATE ON THIS It 5 DAY OF 0 tAruvAe' , 2017, BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, PERSONALLY APPEARED T.C. MESSMER, TO ME KNOWN TO BE THE VICE PRESIDENT - SPECIAL PROJECTS OF FEDERAL WAY CAMPUS, LLC, THE LIMITED LIABILITY COMPANY THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID LIMITED LIABILITY COMPANY FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. SIGNATURE OF rj� NOTARY PUBLIC "+•�� PRINTED NAME �rr�. DATED MY APPOINTMENT EXPIRES 10;'-0 Notary Public State of Washington TRACY A. TOWNSEND My CoN MISSION EXPIRES 06/06/2020 RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ..... ...... DAY OF ........................... 2017 AT....M IN BOOK .......... OF......._AT PAGE......... AT THE REQUEST OF ........I............................................................... MANAGER SUPT. OF RECORDS EXISTING LEGAL DESCRIPTIONS PARCEL K (TAX ACCOUNT NO. 797820-0420) LOTS 40, 41, 42, 44 AND 46 THROUGH 51, INCLUSIVE, VACATED, STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 41 OF PLATS, PAGES 30 THROUGH 32, INCLUSIVE, IN KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF LOT 43 THE STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., ACCORDING TO THE PLAT RECORDED IN VOLUME 41 OF PLATS AT PAGES 30, 31 AND 32, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 43; THENCE EAST, ALONG THE SOUTH LINE THEREOF, 112.5 FEET; THENCE NORTH TO THE NORTH LINE OF SAID LOT 43; THENCE WEST ALONG THE NORTH BOUNDARY OF SAID LOT TO THE NORTHWEST CORNER; THENCE SOUTHWESTERLY ALONG THE WEST BOUNDARY OF SAID LOT TO THE POINT OF BEGINNING; TOGETHER WITH VACATED SOUTH 333RD STREET, WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH SOUTH 336TH STREET VACATED UNDER KING COUNTY ORDINANCE NUMBERS 1349 AND 6801 WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH 30TH AVENUE SOUTH VACATED UNDER KING COUNTY ORDINANCE NUMBER 6801 WHICH ATTACHES BY OPERATION OF LAW; EXCEPT PORTIONS CONVEYED TO KING COUNTY BY DEEDS RECORDED UNDER RECORDING NUMBERS 6475093, 7809150862 AND 8406060941; AND EXCEPT PORTIONS CONVEYED TO THE CITY OF FEDERAL WAY BY DEED RECORDED UNDER RECORDING NO. 20030917000738. PARCEL 0 (TAX ACCOUNT NO. 797820-0480) LOT 45 OF THE STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, R-, E 41- A.M., ACCORDING TO THE PLAT RECORDED IN VOLUME 41 OF PLATS AT PAGES 30, 31 AND 32, IN KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF 30TH AVENUE SOUTH VACATED UNDER KING COUNTY ORDINANCE NO. 6801 AND RECORDED UNDER RECORDING NO. 20020424003359 WHICH ATTACHES BY OPERATION OF LAW. PARCEL Q (TAX ACCOUNT NO. 228500-0010) LOTS 1 THROUGH 6, INCLUSIVE, EICHHOLTZ ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 68 OF PLATS, PAGE 71, IN KING COUNTY, WASHINGTON; AND LOTS 30 THROUGH 39, INCLUSIVE, VACATED, STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 41 OF PLATS, PAGE` 30 THROUGH 32, INCLUSIVE, IN KING COUNTY, WASHINGTON; TOGETHER WIl"H VACATED SOUTH 333RD STREET, WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH SOUTH 336TH STREET VACATED UNDER KING COUNT" ORDINANCE NUMBERS 1349 AND 6801 WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH VACATED 28TH AVENUE SOUTH WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH PORTION OF EXCESS RIGHT-OF-WAY SET FORTH IN DEED RECORDED UNDER RECORDING NUMBER 7303220472; EXCEPT SR 5 (P.S.H. #1); AND EXCEPT PORTION OF LOT 32, LYING WESTERLY OF THE WESTERL" MARGIN OF SR 5 (P.S.H. #1); AND EXCEPT PORTIONS CONVEYED TO KING COUNTY BY DEEDS RECORDED UNDER RECORDING NUMBERS 6475093, 7809150862 AND 8406060941; AND EXCEPT PORTIONS CONVEYED TO THE CITY OF FEDERAL WAY BY DEED RECORDED UNDER RECORDING NO. 20030917000738. LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE RECJIREMENTS OF THE APPROPRIATE STATE AND Cl STATU AND ORDINANCE IN MARCH, 2017. / ZACHARY LENNON CERTI -ICA NO. 44925 WTI jwm.r�,I© RECORDING NO. SCALE: N/A VOL./PAGE PORTION OF SW 1 /4 SE 1 /4 AND GOV. LOT 2 OF SECTION 16, AND NE 1 /4 NW 1 /4, SE 1 /4 NW 1 /4, ALL 1 /4 OF NE 1 /4, NE 1 /4 SE 1 /4, NW 1 /4 SE 1 /4, AND NE 1 /4 SW 1 /4 OF SECTION 21, ALL IN T. 21 N., R. 4 E., W.M. VICINITY MAP NOT TO SCALE S 320TH ST U, � cn v NORTH PARK a 5 LAKE a �O X S 336TH ST ° s Q w 18 PARK a: SITE w S 342ND ST rn cn S 348TH ST 161 w3 V) Q [PARK LAKE LAKE GENEVA 99 KILARNEY .:::.::. u' S 352ND ST S 356TH ST I MI CONSULTING ENGINEERS LLC 33400 8TH AVE. S. ®I W Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture SECTION SUBDIVISION LOCATOR RESUBMITTED OCT 2 0 2017 CfTY OF FEDERAL WAY COMMUNITY DEVEwpMIENT DRAWING NAME:\ 1 886\00 1 \0 1 6\SURVEY PLOTS\BLA3-01.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC IDWN.0 A.F./R.F.G. 1DATE2017-10-19 1 JOB 1886-00'..-016 f CHKD. BY SCALE SHEET C.A.F. N/A 1 0F 18 .� Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100484- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON EXISTING LEGAL DESCRIPTIONS PARCEL S (TAX ACCOUNT NO. 212104-9002) THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EAST OF THE EASTERLY BOUNDARY OF 1-5 AS THE SAME EXISTED ON JUNE 1, 1976; AND THOSE PORTIONS OF THE EAST HALF OF THE NORTHWEST QUARTER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EAST OF THE EASTERLY BOUNDARY OF 1-5 AS THE SAME EXISTED ON JUNE 1, 1976; TOGETHER WITH SOUTH 336TH STREET VACATED UNDER KING COUNTY ORDINANCE NO. 1349, WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH SOUTH 344TH STREET, VACATED UNDER KING COUNTY ORDINANCE NO. 1353, WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH THAT THAT PORTION OF EXCESS RIGHT-OF-WAY SET FORTH IN DEED RECORDED MARCH 22, 1973 UNDER RECORDING 7303220472; EXCEPT SR 5 (P.S.H. #1); EXCEPT THAT PORTION CONVEYED TO CITY OF FEDERAL WAY, A WASHINGTON CORPORATION BY DEED RECORDED SEPTEMBER 17, 2003 UNDER RECORDING NO. 20030917000738. PARCEL T (TAX ACCOUNT NO. 614260-3025) LOTS 1 THROUGH 18 IN BLOCK 18 OF VACATED PLAT, NORTH LAKE ADDITION TO EAST TACOMA, ACCORDING TO THE PLAT THEREOF RECORDED UNDER VOLUME 4 OF PLATS, PAGE 69 IN FLING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF VACATED ALLEY ADJACENT WHICH ATTACHED BY OPERATION OF LAW; AND TOGETHER WITH THOSE ADJACENT PORTIONS OF VACATED 29TH AVE SOUTH AND SOUTH 336TH AND SOUTH 337TH STREETS WHICH ATTACHED BY OPERATION OF LAW. PARCEL U (TAX ACCOUNT NO. 614260-0005) LOT 2 OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 16-102886-00-SU AS RECORDED UNDER RECORDING NO. 20170210900007 IN KING COUNTY, WASHINGTON. PARCEL V (TAX ACCOUNT NO. 614260-0200) LOT 1 OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 16-102886-00-SU AS RECORDED UNDER RECORDING NO. 20170210900007 IN KING COUNTY, WASHINGTON. PARCEL W (TAX ACCOUNT NO. 212104-9052) THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER AND THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF 1-5 AND WESTERLY AND NORTHERLY OF PRIMARY NO. 2 (SR 18); TOGETHER WITH THAT PORTION OF VACATED SOUTH 344TH STREET ADJACENT WHICH ATTACHED BY OPERATION OF LAW; TOGETHER WITH THAT PORTION OF EXCESS RIGHT-OF-WAY SET FORTH IN DEED RECORDED MARCH 22, 1973 UNDER RECORDING 7303220472; EXCEPT THAT PORTION LYING SOUTHERLY AND WESTERLY OF THE NORTHERLY AND EASTERLY MARGIN OF STATE HIGHWAY ROUTE 5 - PIERCE COUNTY LINE TO JUNCTION SSH NO. 5-A AND THE STATE ROUTE 18 - JUNCTION TO SOUTH 344TH INTERCHANGE AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 6727551; EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION FOR THE PURPOSE OF ROAD RECORDED ON AUGUST 7, 2008 UNDER RECORDING NO. 20080807000204. PARCEL Z (TAX ACCOUNT NOS. 442060-0040, 442060-0045, 442060-0050, 442060-0055, 442060-0060, 442060-0065, 442060-0070 AND 442060-0075) LOTS 8 THROUGH 15, INCLUSIVE, LOUISE'S NORTH LAKE TRACTS, ACCORDING TO THE PLAT, RECORDED IN VOLUME 40 OF PLATS, PAGE 23, IN KING COUNTY, WASHINGTON. EXCEPT THAT PORTION OF LOT 9 CONVEYED TO THE CITY OF FEDERAL WAY FOR ADDITIONAL RIGHT OF WAY BY DEED RECORDED UNDER RECORDING NUMBER 20000317001900, NEW LEGAL DESCRIPTIONS LOT 1 THAT PORTION OF SOUTHEAST QUARTER OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 16 WITH THE EASTERLY MARGIN OF INTERSTATE 5; THENCE ALONG SAID NORTH LINE AND THE NORTH LINE OF GOVERNMENT LOT 2 OF SAID SECTION, S 88'19'11" E, 1348.40 FEET TO A POINT OF CURVATURE ON THE NORTHWESTERLY MARGIN OF WEYERHAEUSER WAY S.; THENCE ALONG SAID NORTHWESTERLY MARGIN AND THE NORTHERLY MARGIN OF S. 336TH STREET THE FOLLOWING COURSES: NEW LEGAL DESCRIPTIONS LOT 1 CONTINUED SOUTHWESTERLY 223.23 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1238.00 FEET, THE RADIUS POINT OF WHICH BEARS S 56'06'03" E, THROUGH A CENTRAL ANGLE OF 10'19'53"; N 6625'56" W, 12.00 FEET TO A POINT OF CURVATURE; SOUTHWESTERLY 37.49 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1250.00 FEET, THE RADIUS POINT OF WHICH BEARS S 66'25'56" E, THROUGH A CENTRAL ANGLE OF 01'43'06" TO A POINT OF REVERSE CURVATURE; SOUTHWESTERLY 303.47 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 400.00 FEET, THROUGH A CENTRAL ANGLE OF 43'28'06"; N 24'40'56' W. 13.00 FEET TO A POINT OF CURVATURE; WESTERLY 92.97 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 387.00 FEET, THE RADIUS POINT OF WHICH BEARS N 24'40'56" W, THROUGH A CENTRAL ANGLE OF 13'45'51 "; S 10'55'05" E, 7.00 FEET TO A POINT OF CURVATURE; WESTERLY 142.06 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 394.00 FEET, THE RADIUS POINT OF WHICH BEARS N 10'55'05' W, THROUGH A CENTRAL ANGLE OF 20'39'29"; S 09'44'24" W, 26.00 FEET TO A POINT OF CURVATURE; SOUTHWESTERLY 797.85 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 626.24 FEET, THE RADIUS POINT OF WHICH BEARS S 09'44'24" W, THROUGH A CENTRAL ANGLE OF 72'59'47" TO A POINT OF TANGENCY; S 26'44'37" W, 53.38 FEET; N 63'15'23" W, 5.00 FEET; S 26'44'37" W, 215.61 FEET TO A POINT OF CURVATURE; SOUTHWESTERLY 255.00 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 315.00 FEET, THE RADIUS POINT OF WHICH BEARS N 63.19'05" W, THROUGH A CENTRAL ANGLE OF 46'22'54" TO SAID EASTERLY MARGIN OF INTERSTATE g; THENCE ALONG SAID EASTERLY MARGIN, N 00'59'24" E, 461.39 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 13'58'34" E, 826.29 FEET TO THE POINT OF BEGINNING. CONTAINING 19.721 ACRES (859,050 SQUARE FEET), MORE OR LESS. LOT 2 THAT PORTION OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF GOVERNMENT LOT 2 OF SAID SECTION 16 AND THE SOUTHEASTERLY MARGIN OF WEYERHAEUSER WAY S.; THENCE ALONG SAID NORTH LINE, S 88'19'11" E, 279.02 FEET TO THE CENTERLINE OF 30TH AVENUE SOUTH AS VACATED UNDER KING COUNTY ORDINANCE NO. 6801 AS RECORDED UNDER RECORDING NO. 20020424003359; THENCE ALONG SAID CENTERLINE, S 00'53'19" E, 203.75 FEET; THENCE N 89'06'41" E, 30.00 FEET TO THE SOUTHWESTERLY CORNER OF LOT 52 OF THE STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., ACCORDING TO THE PLAT RECORDED IN VOLUME 41 OF PLATS AT PAGES 30, 31 AND 32, RECORDS OF KING COUNTY, WASHINGTON; THENCE ALONG SAID SOUTHERLY LINE, S 88'15'22" E, 376.16 FEET TO THE SHORELINE OF NORTH LAKE; THENCE ALONG SAID SHORELINE, THE FOLLOWING COURSES: S 18'45'48" E, 22.94 FEET; S 9'27'45" E, 39.70 FEET; S 1'20'22" W, 55.75 FEET; S 3'45'43" W, 72.68 FEET; �0 �z RECORDING NO. I VOL./PAGE I SCALE: N/A PORTION OF SW 1/4 SE 1/4 AND GOV. LOT 2 OF SECTION 16, AND NE 1/4 NW 1/4, SE 1/4 NW 1/4, ALL 1/4 OF NE 1/4, NE 1/4 SE 1/4, NW 1/4 SE 1/4, AND NE 1/4 SW 1/4 OF SECTION 21, ALL IN T. 21 N., R. 4 E., W.M. NEW LEGAL DESCRIPTIONS LOT 2 CONTINUED S 10'25'46" W 11.32 FEET TO THE NORTHERLY LINE OF THE PARK TRACT AS SHOWN ON SAID PLAT; THENCE ALONG SAID NORTHERLY LINE, N 88'15'22" W, 387.25 FEET TO THE NORTHWESTERLY CORNER OF SAID PARK TRACT; THENCE N 78'29'33" W, 30.00 FEET TO SAID CENTERLINE OF VACATED 30TH AVENUE SOUTH; THENCE ALONG SAID CENTERLINE, SOUTHWESTERLY 198.38 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 330.00 FEET, THE RADIUS POINT OF WHICH BEARS N 78'29'33" W, THROUGH A CENTRAL ANGLE OF 34'26'38"; THENCE S 44'02'55" E, 30.00 FEET TO THE SOUTHWESTERLY CORNER OF SAID PARK TRACT; THENCE ALONG THE SOUTHERLY LINE OF SAID TRACT, S 88'15'22" E, 391.83 FEET TO SAID SHORELINE OF NORTH LAKE; THENCE ALONG SAID SHORELINE, THE FOLLOWING COURSES: S 48' 15' 19" W, 11.75 FEET; S 77'49'43" W, 39.94 FEET; S 53'04' 1 1 " W, 48.41 FEET; S 46'26'50" W, 55.80 FEET; S 34'37'47" W, 36.77 FEET; S 23'34'42" W, 42,30 FEET; S 39'33'05" W, 39.59 FEET; S 32'30'39" W, 38.89 FEET; S 54'55'08" W, 42.47 FEET; S 49'07'49" W, 44.27 FEET; S 66'22'34" W, 40.99 FEET; S 71'51'04" W, 40.69 FEET; S 60' 14'09" W, 34.85 FEET; S 66'02' 13" W, 49.80 FEET; S 51'09'15" W, 44.75 FEET; S 87'46'05" W, 39.03 FEET; S 60'39'47" W, 21.81 FEET; S 76'17'28" W, 29.36 FEET TO THE NORTHERLY LINE OF LOT 45 OF SAID PLAT; THENCE ALONG SAID NORTHERLY LINE, N 88' 15'22" W, 179.35 FEET TO THE NORTHWESTERLY CORNER OF SAID LOT; THENCE N 69'45'33" W, 30.00 FEET TO SAID CENTERLINE OF VACATED 30TH AVENUE SOUTH; THENCE ALONG SAID CENTERLINE, S 20'14'27" W, 99.25 FEET TO THE EASTERLY MARGIN OF WEYERHAEUSER WAY S.; THENCE ALONG SAID EASTERLY MARGIN, THE FOLLOWING COURSES: N 05'15'23" W, 276.91 FEET TO A POINT OF CURVATURE; NORTHERLY 497.37 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1170.00 FEET, THROUGH A CENTRAL ANGLE OF 24'21'23"; S 70'54'00" E, 4.00 FEET TO A POINT OF CURVATURE; NORTHEASTERLY 347.12 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1166.00 FEET, THE RADIUS POINT OF WHICH BEARS S 70'54'00" E, THROUGH A CENTRAL ANGLE OF 17'03'26" TO THE POINT OF BEGINNING. CONTAINING APPROXIMATELY 12.878 ACRES (560,970 SQUARE FEET). ImCONSULTING ENGINEERS L L C � � IN, 33400 8TH AVE. S. ® Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERE17 (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture DRAWING NAME:\ 1 886\00 1 \0 1 6\SURVEY PLOTS\BLA3-02.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN.NO. 1886-001-016 CHKD. BY SCALE SHEET C.A.F. N/A 2 0F 18 .� Feder0% al Way BOUNDARY LINE ADJUSTMENT NO. 17--100484--SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON NEW LEGAL DESCRIPTIONS LOT 3 THAT PORTION OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE NORTH LINE OF GOVERNMENT LOT 2 OF SAID SECTION 16 AND THE SOUTHEASTERLY MARGIN OF WEYERHAEUSER WAY S.; THENCE ALONG SAID EASTERLY MARGIN, THE FOLLOWING COURSES: SOUTHWESTERLY 347.12 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1166.00 FEET, THE RADIUS POINT OF WHICH BEARS S 53'50'34" E, THROUGH A CENTRAL ANGLE OF 1703'26" TO A POINT OF TANGENCY; N 70'54'00" W, 4.00 FEET TO A POINT OF CURVATURE; SOUTHERLY 497.37 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1170.00 FEET, THROUGH A CENTRAL ANGLE OF 24'21'23" TO A POINT OF TANGENCY; S 05'15'23" E, 276.91 FEET TO THE CENTERLINE OF VACATED 30TH AVENUE SOUTH AND THE TRUE POINT OF BEGINNING; THENCE ALONG SAID CENTERLINE, N 20'14'27" E, 99.25 FEET; THENCE S 69'45'33" E, 30.00 FEET TO THE NORTHWESTERLY CORNER OF LOT 45 THE STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., ACCORDING TO THE PLAT RECORDED IN VOLUME 41 OF PLATS AT PAGES 30, 31 AND 32, RECORDS OF KING COUNTY, WASHINGTON; THENCE ALONG SAID NORTHERLY LINE, S 88'15'22" E, 179.35 FEET TO THE SHORELINE OF NORTH LAKE; THENCE ALONG SAID SHORELINE, THE FOLLOWING COURSES: S 76' 17'28" W, 5.30 FEET; S 5-51-42" W, 45.47 FEET; S 31'27'38" W, 41.93 FEET; S 6'59'46" E. 9.75 FEET; S 30'28'27" E, 26.78 FEET; N 81'56' 14" E, 36.24 FEET; S 13' 28' 10" E, 48.19 FEET; S 35' 1 1 ' 19 E, 51.65 FEET; S 33'14'08" W. 3.41 FEET TO THE NORTHERLY LINE OF LOT 43 OF SAID PLAT; THENCE ALONG SAID NORTHERLY LINE, N 88'15'22" W, 231.39 FEET TO THE EAST LINE OF THE WEST 112.5 FEET OF SAID LOT 43; THENCE ALONG SAID EAST LINE, S 01'44'38" W, 100.00 FEET TO THE NORTHERLY MARGIN OF S. 336TH STREET; THENCE ALONG SAID NORTHERLY MARGIN, N 88'15'22" W, 45.65 FEET TO THE EASTERLY MARGIN OF WEYERHAEUSER WAY S.; THENCE ALONG SAID EASTERLY MARGIN, N 05' 15'23" W 217.01 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING APPROXIMATELY 1.217 ACRES (53,010 SQUARE FEET). LOT 4 THAT PORTION OF NORTHEAST QUARTER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWESTERLY CORNER OF LOT 15 OF LOUISE'S NORTH LAKE TRACTS, ACCORDING TO THE PLAT, RECORDED IN VOLUME 40 OF PLATS, PAGE 23, IN KING COUNTY, WASHINGTON; THENCE ALONG THE NORTHERLY LINE OF SAID LOT, S 88'15'22" E, 53.54 FEET, MORE OR LESS, TO THE SHORELINE OF NORTH LAKE; THENCE ALONG SAID SHORELINE, THE FOLLOWING COURSES: S 40'58' 16" E, 56.50 FEET; S 31' 14' 14" E, 37.90 FEET; S 22'45'33" E, 43.68 FEET; S 49'43'08" W, 47,04 FEET; S 23' 19'21 " E, 27.53 FEET; S 55'43'44" E, 50.09 FEET; N 61' 14'41 " E, 30.91 FEET; N 76'59'37" E, 37.31 FEET; S 8'01'53" W, 9.44 FEET; NEW LEGAL DESCRIPTIONS LOT 4 CONTINUED S 59'36' 15" E, 22.10 FEET; S 61'52'42" E, 23.26 FEET; S 1908'31 " W, 12.83 FEET; S 31'00'53" W, 16.83 FEET; S 57'00'50" E, 18.59 FEET; S 80'59'24" E, 36.70 FEET TO THE NORTHEASTERLY EXTENSION OF THE SOUTHEASTERLY LINE OF LOT 8 OF SAID PLAT; THENCE ALONG SAID NORTHEASTERLY EXTENSION AND SAID SOUTHEASTERLY LINE, S 35'12'37" W, 293.11 FEET TO THE NORTHERLY MARGIN OF S. 337TH STREET; THENCE ALONG SAID NORTHERLY MARGIN, N 88'58'12" W, 94.05 FEET TO A POINT OF CURVATURE ON THE NORTHEASTERLY MARGIN OF WEYERHAEUSER WAY S.; THENCE ALONG SAID NORTHEASTERLY MARGIN, NORTHWESTERLY 36.53 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 562.07 FEET, THE RADIUS POINT" OF WHICH BEARS N 30'27'34" E, THROUGH A CENTRAL ANGLE OF 03'43'26" TO THE EASTERLY MARGIN OF 30TH AVENUE S.; THENCE ALONG SAID EASTERLY MARGIN, N 00'56'48" E, 470.37 FEET TO THE POINT OF BEGINNING; TOGETHER WITH THAT PORTION OF BLOCK 9 OF THE VACATED PLAT OF NORTH LAKE ADDITION TO EAST TACOMA, ACCORDING TO THE PLAT THEREOF RECORDED UNDER VOLUME 4 OF PLATS, PAGE 69, RECORDS OF KING COUNTY, WASHINGTON LYING NORTHEASTERLY OF WEYERHAEUSER WAY S., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEASTERLY CORNER OF SAID BLOCK 9; THENCE ALONG THE EASTERLY LINE OF SAID BLOCK, BEING COINCIDENT WITH THE WESTERLY MARGIN OF 30TH AVENUE S., S 00'56'48" W, 367.96 FEET TO A POINT OF CURVATURE ON THE NORTHEASTERLY MARGIN OF WEYERHAEUSER WAY S.; THENCE ALONG SAID NORTHEASTERLY MARGIN, NORTHWESTERLY 114.92 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO -THE RIGHT, HAVING A RADIUS OF 562.07 FEET, THE RADIUS POINT OF WHICH BEARS N 44'36'39" E, THROUGH A CENTRAL ANGLE OF 11'42'54"; THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN, S 56'19'33" W, 6.50 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN, NORTHWESTERLY 282.02 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 568.57 FEET, THE RADIUS POINT OF WHICH BEARS N 56'19'33" E, THROUGH A CENTRAL ANGLE OF 28'25' 1 1 " TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN, N 05'15'16" W. 25.43 FEET TO THE SOUTHERLY MARGIN OF S. 336TH STREET; THENCE ALONG SAID SOUTHERLY MARGIN, S 88'15'22" E, 179.94 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING APPROXIMATELY 2.940 ACRES (128,080 SQUARE FEET). LOT 5 THAT PORTION OF SOUTHEAST QUARTER OF SECTION 16 AND OF THE NORTHEAST QUARTER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 16; THENCE ALONG THE CENTERLINE OF S. 336TH STREET, S 88'11'07" E, 202.05 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID CENTERLINE, NORTHEASTERLY 90.07 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 350.00 FEET, THE RADIUS POINT OF WHICH BEARS N 01*44.31" E, THROUGH A CENTRAL ANGLE OF 14'44'42"; THENCE S 13'00'11" E. 49.00 FEET TO A POINT OF CURVATURE ON THE SOUTHERLY MARGIN OF S. 336TH STREET; THENCE ALONG SAID SOUTHERLY MARGIN, NORTHEASTERLY 66.06 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 399.00 FEET, THE RADIUS POINT OF WHICH BEARS N 13'00'11" W, THROUGH A CENTRAL ANGLE OF 09'29'10" TO A POINT ON SAID CURVE AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, THE FOLLOWING COURSES: NORTHEASTERLY 17.94 FEET ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 399.00 FEET, THROUGH A CENTRAL ANGLE OF 02'34'341 1 ; RECORDING N0. I VOL./PAGE SCALE: N /A PORTION OF SW 1/4 SE 1/4 AND GOV. LOT 2 OF SECTION 16, AND NE 1/4 NW 1/4, SE 1/4 NW 1/4, ALL 1/4 OF NE 1/4, NE 1/4 SE 1/4, NW 1/4 SE 1/4, AND NE 1/4 SW 1/4 OF SECTION 21, ALL IN T. 21 N., R. 4 E., W.M. NEW LEGAL DESCRIPTIONS LOT 5 CONTINUED N 25'03'55" W, 7.00 FEET TO A POINT OF CURVATURE; NORTHEASTERLY 261.67 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 392.00 FEET, THE RADIUS POINT OF WHICH BEARS N 25'03'55" W, THROUGH A CENTRAL ANGLE OF 38'14'47" TO A POINT OF NON -TANGENCY; N 26'44'37" E, 268.95 FEET TO A POINT OF CURVATURE; NORTHEASTERLY 754.52 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 554.24 FEET, THROUGH A CENTRAL ANGLE OF 78'00'00" TO A POINT OF COMPOUND CURVATURE; SOUTHEASTERLY 571.77 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 468.00 FEET, THROUGH A CENTRAL ANGLE OF 70'00'00" TO A POINT OF TANGENCY; S 05' 15'23" E, 337.54 FEET; S 88'15'22" E, 5.15 FEET; S 05'15'23" E, 73.89 FEET TO A POINT OF CURVATURE; SOUTHEASTERLY 428.37 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 635.07 FEET, THROUGH A CENTRAL ANGLE OF 38'38'50" TO A POINT OF CUSP ON THE WESTERLY LINE OF LOT 1 OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 16-102886-00-SU AS RECORDED UNDER RECORDING NO. 20170210900007; THENCE ALONG SAID WESTERLY LINE, SOUTHERLY 39.82 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 91'14'58" TO A POINT OF COMPOUND CURVATURE; THENCE CONTINUING ALONG SAID WESTERLY LINE, SOUTHWESTERLY 195.24 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 315.00 FEET, THROUGH A CENTRAL ANGLE OF 35'30'46" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID WESTERLY LINE, S 09'20'09" W 53.70 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID WESTERLY LINE, SOUTHERLY 142.02 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 415.00 FEET, THROUGH A CENTRAL ANGLE OF 19'36'29" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID WESTERLY LINE, S 10'16'20" E, 287.85 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID WESTERLY LINE, SOUTHERLY 94.22 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 485.00 FEET, THROUGH A CENTRAL ANGLE OF 11*07'52" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID WESTERLY LINE, S 00'51'32" W, 79.89 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID WESTERLY LINE, SOUTHERLY 332.27 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 985.00 FEET, THROUGH A CENTRAL ANGLE OF 19'19'40" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID WESTERLY LINE, S 20'11'12" W, 104.45 FEET TO THE SOUTHWESTERLY CORNER OF SAID LOT 1; THENCE CONTINUING S 20'11'12" W, 130.58 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY 327.94 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 965.00 FEET, THROUGH A CENTRAL ANGLE OF 19'28'15" TO A POINT OF TANGENCY; THENCE S 00'42'57" W 89.75 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY 335.14 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 327.00 FEET, THROUGH A CENTRAL ANGLE OF 58'43'18" TO A POINT OF TANGENCY; THENCE S 59'26'15" W, 12.37 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY 131.54 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 295.00 FEET, THROUGH A CENTRAL ANGLE OF 25'32'56" TO A POINT OF TANGENCY; THENCE S 84'59' 11 " W, 181.09 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY 237.73 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 485.00 FEET, THROUGH A CENTRAL ANGLE OF 28'05'04" TO A POINT OF TANGENCY; THENCE S 56'54'07" W, 165.64 FEET TO A POINT OF CURVATURE; THENCE WESTERLY 302.45 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL ANGLE OF 60'48'12" TO A POINT OF TANGENCY; THENCE N 62'17'41" W, 14.37 FEET TO A POINT OF CURVATURE; _JM CONSULTING ENGINEERS L L C 33400 8TH AVE. S. ( G ( I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 EVERETT (425) 297-9900 www.esmcivil.com Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture DRAWING NAME:\1886\001 \016\SURVEY PLOTS\BLA3-03.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN.0 A.F./R.F.G. I DATE2017-10-19 1 JOB 1886-001-016 CHKD. BY SCALE SHEET C. A. F. N/A 3 OF 18 RECORDING NO. CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100484-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON NEW LEGAL DESCRIPTIONS LOT 5 CONTINUED THENCE NORTHWESTERLY 278.87 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 255.00 FEET, THROUGH A CENTRAL ANGLE OF 62'39'32" TO A POINT OF TANGENCY; THENCE N 00'21'51" E, 228.02 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY 410.90 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 2165.00 FEET, THROUGH A CENTRAL ANGLE OF 10'52'27" TO A POINT OF TANGENCY; THENCE N 10'30'36" W, 396.31 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY 753.44 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1255.00 FEET, THROUGH A CENTRAL ANGLE OF 34'23'51 " TO A POINT OF TANGENCY; THENCE N 23'53'15" E, 132.00 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY 226.50 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF B25.00 FEET, THROUGH A CENTRAL ANGLE OF 15'43'48" TO A POINT OF TANGENCY; THENCE N 08'09'27" E, 124.50 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY 319.82 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 525.00 FEET, THROUGH A CENTRAL ANGLE OF 34'54'12" TO A POINT OF COMPOUND CURVATURE; THENCE NORTHWESTERLY 37.41 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 85'44'36" TO THE TRUE POINT OF BEGINNING. CONTAINING 101.495 ACRES (4,421,120 SQUARE FEET), MORE OR LESS. LOT 6 THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 21; THENCE ALONG THE EAST LINE OF SAID SECTION 21, N 01'14'09" E, 1583.36 FEET; THENCE N 88'45'51 " W, 37.80 FEET TO THE WESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, N 88'45'51 " W, 42.20 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 01'14'09" W, 200.00 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 04'05'54" W, 258.19 FEET; THENCE N 88'19'36" W, 729.07 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY 223.69 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 985.00 FEET, THROUGH A CENTRAL ANGLE OF 13'00'42" TO A POINT OF TANGENCY; THENCE N 00'51'32" E, 79.89 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY 94.22 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 485.00 FEET, THROUGH A CENTRAL ANGLE OF 11'07'52" POINT OF TANGENCY; THENCE N 10'16'20" W, 287.85 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY 142.02 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 415.00 FEET, THROUGH A CENTRAL ANGLE OF 19'36'29" TO A POINT OF TANGENCY; THENCE N 09'20'09" E, 53.70 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 195.24 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 315.00 FEET, THROUGH A CENTRAL ANGLE OF 35'30'46" TO A POINT OF COMPOUND CURVATURE; THENCE EASTERLY 39.82 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 91' 14'58" TO A POINT OF REVERSE CURVATURE ON THE SOUTHERLY MARGIN OF WEYERHAEUSER WAY SOUTH; THENCE ALONG SAID SOUTHERLY MARGIN, SOUTHEASTERLY 242.92 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 635.07 FEET, THROUGH A CENTRAL ANGLE OF 21'54'59"; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, S 24'10'54" W, 8.00 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, S 66'59'48" E, 26.44 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, N 21'49'31" E, 8.00 FEET TO A POINT OF CURVATURE; NEW LEGAL DESCRIPTIONS LOT 6 CONTINUED THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, EASTERLY 67.64 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 635.07 FEET, THE RADIUS POINT OF WHICH BEARS N 21'49'31" E, THROUGH A CENTRAL ANGLE OF 06'06'10" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, S 74'16'39" E, 214.71 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, SOUTHEASTERLY 58.29 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 51.50 FEET, THROUGH A CENTRAL ANGLE OF 64'51'01" TO A POINT OF REVERSE CURVATURE; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, SOUTHEASTERLY 101.82 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 80.50 FEET, THROUGH A CENTRAL ANGLE OF 72'28'10" TO A POINT OF REVERSE CURVATURE; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, SOUTHEASTERLY 60.95 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 71.50 FEET, THROUGH A CENTRAL ANGLE OF 48'50'17" TO A POINT OF COMPOUND CURVATURE ON THE WESTERLY MARGIN OF SAID WEYERHAEUSER WAY SOUTH; THENCE ALONG SAID WESTERLY MARGIN, SOUTHEASTERLY 134.16 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 307.93 FEET, THROUGH A CENTRAL ANGLE OF 24'57'4.7" TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, SOUTHERLY 37.36 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 313.50 FEET, THE RADIUS POINT OF WHICH BEARS S 84'24'31' W, THROUGH A CENTRAL ANGLE OF 06'49'38" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 01'14'09" W, 32.06 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 02'52'14" W, 45.58 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 15.456 ACRES, (673,270 SQUARE FEET), MORE OR LESS. LOT 7 THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 21; THENCE ALONG THE EAST LINE OF SAID SECTION 21, N 01'14'09" E, 1583.36 FEET; THENCE N 88'45'51 " W, 37.80 FEET TO THE WESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, N 88'45'51- W. 42.20 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 01'14'09' W, 200.00 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 04'05'54' W. 258.19 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 04'05'54' W, 342.56 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 30'51'46' W, 241.04 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 36'06'45" W, 522.01 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 43'43'14" W, 157.63 FEET; THENCE N 88'22'17" W, 325.13 FEET; THENCE N 35'26'02" W, 22.04 FEET; THENCE N 02'01'41" E, 245.08 FEET; THENCE N 73'00' 16" W, 23.40 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY 92.91 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 327.00 FEET, THE RADIUS POINT OF WHICH BEARS N 73'00'16" W, THROUGH A CENTRAL ANGLE OF 16'16'47" TO A POINT OF TANGENCY; THENCE N 00'42'57" E, 89.75 FEET TO A POINT OF CURVATURE; SCALE: N/A VOL./PAGE PORTION OF SW 1 /4 SE 1 /4 AND GOV. LOT 2 OF SECTION 16, AND NE 1 /4 NW 1 /4, SE 1 /4 NW 1 /4, ALL 1 /4 OF NE 1 /4, NE 1 /4 SE 1 /4, NW 1 /4 SE 1 /4, AND NE 1 /4 SW 1 /4 OF SECTION 21, ALL IN T. 21 N., R. 4 E., W.M. NEW LEGAL DESCRIPTIONS LOT 7 CONTINUED THENCE NORTHERLY 327.94 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 965.00 FEET, THROUGH A CENTRAL ANGLE OF 19'28'15" TO A POINT OF TANGENCY; THENCE N 20'11'12" E, 235.03 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY 108.58 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 985.00 FEET, THROUGH A CENTRAL ANGLE OF 06'18'58"; THENCE S 88'19'36" E, 729.07 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 16.853 ACRES, (734,120 SQUARE FEET), MORE OR LESS. LOT 8 THAT PORTION OF THE EAST HALF OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 21; THENCE ALONG THE EAST LINE OF SAID SECTION 21, N 01'14'09" E, 1583.36 FEET; THENCE N 88'45'51 " W, 37.80 FEET TO THE WESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, N 88'45'51 " W, 42.20 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 01'14'09" W, 200.00 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 04'05'54" W, 600.75 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 30'51'46" W, 241.04 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 36'06'45" W, 522.01 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 43*43'14" W, 157.63 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 43*43'14" W, 348.73 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 52'48'39" W, 200.00 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, S 58*31'17" W, 153.97 FEET; THENCE N 01'12'56" W, 443.81 FEET; THENCE N 26'43'12" W, 75.47 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 72.63 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 295.00 FEET, THE RADIUS POINT OF WHICH BEARS N 16'27'23" W, THROUGH A CENTRAL ANGLE OF 14'06'22" TO A POINT OF TANGENCY; THENCE N 59'26'15" E, 12.37 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 242.23 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 327.00 FEET, THROUGH A CENTRAL ANGLE OF 42'26'31 "; THENCE S 73'00'16" E, 23.40 FEET; THENCE S 02'01'41" W, 245.08 FEET; THENCE S 35'26'02" E, 22.04 FEET; THENCE S 88'22'17" E, 325.13 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 3.943 ACRES, (171,740 SQUARE FEET), MORE OR LESS. CONSULTING ENGINEERS L L C . ®�� 33400 8TH AVE. S. Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture DRAWING NAME:\ 1 886\00 1 \0 1 6\SURVEY PLOTS\BLA3-04.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC I DWN.BYF./R.F.G. (DATE C. 2017-10-19 1 JOB 1886-001-016 l CHKD. BY SCALE SHEET C.A.F. N/A 4 OF 18 CIT vAk�. Federal Way BOUNDARY LINE ADJUSTMENT NO. 17--100484-- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON NEW LEGAL DESCRIPTIONS LOT 9 THAT PORTION OF THE NORTH HALF OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 21; THENCE ALONG THE CENTERLINE OF S. 336TH STREET, S 88'11'07" E, 202.05 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID CENTERLINE, NORTHEASTERLY 90.07 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 350.00 FEET, THE RADIUS POINT OF WHICH BEARS N 01*44-31" E, THROUGH A CENTRAL ANGLE OF 14'44'42"; THENCE S 13'00' 1 1 " E, 49.00 FEET TO A POINT OF CURVATURE ON THE SOUTHERLY MARGIN OF S. 336TH STREET AND THE TRUE POINT OF BEGINNING; THENCE ALONG SAID SOUTHERLY MARGIN, NORTHEASTERLY 66.06 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 399.00 FEET, THE RADIUS POINT OF WHICH BEARS N 13'00' 1 1 " W, THROUGH A CENTRAL ANGLE OF 09'29' 10" TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY 37.41 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 85'44'36" TO A POINT OF COMPOUND CURVATURE; THENCE SOUTHERLY 319.82 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 525.00 FEET, THROUGH A CENTRAL ANGLE OF 34'54'12" TO A POINT OF TANGENCY; THENCE S 08'09'27" W, 124.50 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY 226.50 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 825.00 FEET, THROUGH A CENTRAL ANGLE OF 15'43'48" TO A POINT OF TANGENCY; THENCE S 23'53'15" W, 132.00 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY 753.44 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1255.00 FEET, THROUGH A CENTRAL ANGLE OF 34-23.51- TO A POINT OF TANGENCY; THENCE S 10'30'36" E, 396.31 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY 410.90 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 2165.00 FEET, THROUGH A CENTRAL ANGLE OF 10'52'27" TO A POINT OF TANGENCY; THENCE S 00'21'51" W, 228.02 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY 278.87 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 255.00 FEET, THROUGH A CENTRAL ANGLE OF 62'39'32" TO A POINT OF TANGENCY; THENCE S 62'17'41" E, 14.37 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY 302.45 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL ANGLE OF 60'48'12" TO A POINT OF TANGENCY; THENCE N 56'54'07" E, 165.64 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 237.73 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 485.00 FEET, THROUGH A CENTRAL ANGLE OF 28'05'04" TO A POINT OF TANGENCY; THENCE N 84'59'11" E, 181.09 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 58.91 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 295.00 FEET, THROUGH A CENTRAL ANGLE OF 11*26'34"; THENCE S 26'43'12" E, 75.47 FEET; THENCE S 01'12'56" E, 443.81 FEET TO THE NORTHERLY MARGIN OF STATE ROUTE 18; THENCE ALONG SAID NORTHERLY MARGIN, S 58'31'17" W, 449.02 FEET; THENCE CONTINUING ALONG SAID NORTHERLY MARGIN, S 56'30'28" W, 648.68 FEET; THENCE CONTINUING ALONG SAID NORTHERLY MARGIN, S 80'56'23" W, 544.66 FEET; THENCE CONTINUING ALONG SAID NORTHERLY MARGIN, N 68-37'19" W, 26.06 FEET TO THE EASTERLY MARGIN OF INTERSTATE 5; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 37'19'00" W, 539.60 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 21'49'35" W, 369.74 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 13'58'34" E, 343.00 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 01'57'06" E, 120.00 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 13'58'34" E, 639.63 FEET; CONTINUED TO RIGHT NEW LEGAL DESCRIPTIONS LOT 9 CONTINUED THENCE CONTINUING ALONG SAID EASTERLY MARGIN, S 76'01'26" E, 25.00 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 13'58'34" E, 1700.00 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 76'01'26" W, 25.00 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 13'58'34" E, 185.00 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, S 87'38'04" E, 139.26 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 01'44'38" E, 63.89 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 63.284 ACRES (2,756,650 SQUARE FEET), MORE OR LESS. RECORDING NO. SCALE; N /A VOL./PAGE PORTION OF SW 1 /4 SE 1 /4 AND GOV. LOT 2 OF SECTION 16, AND NE1/4NW1/4, SE 1/4 NW 1/4, ALL 1/4 OF NE 1/4, NE 1/4 SE 1/4, NW 1 /4 SE 1 /4, AND NE 1 /4 SW 1 /4 OF SECTION 21, ALL IN T. 21 N.. R. 4 E., W.M. NOTES 1. LOCATIONS OF BUILDINGS AND IMPROVEMENTS AS DEPICTED HEREIN ARE FROM THAT MAP PREPARED BY DEGROSS AERIAL MAPPING IN NOVEMBER, 2015. SAID MAP WAS COMPILED TO MEET ASPRS STANDARDS FOR CLASS 1 MAP ACCURACY AT THE SCALE OF 1" = 50 FEET. 2. EXISTING WETLANDS AND BUFFERS AS DEPICTED HEREIN WERE DELINEATED AND CLASSIFIED BY TALASEA CONSULTANTS, INC. PER THEIR EXISTING CONDITIONS REPORT GREENLINE HEADQUARTERS BOUNDARY LINE ADJUSTMENT (PARCEL K, 0, Q, S, T, U, V, W, Z) FEDERAL WAY CAMPUS, LLC, FEDERAL WAY WASHINGTON ON MARCH 28, 2017, AND REVISED AUGUST 29, 2017. 3. UPON THE RECORDING OF THIS BOUNDARY LINE ADJUSTMENT, ALL UNDERLYING PLATTED LOT LINES ARE EXTINGUISHED. AREAS PRIOR TO ADJUSTMENT PARCEL K 16.252 ACRES 707,930 S.F. PARCEL 0 0.489 ACRES 21,310 S.F. PARCEL Q 33.159 ACRES 1,444,400 S.F. PARCEL S 84.788 ACRES 3,693,350 S.F. PARCEL T 2.064 ACRES 89,900 S.F. PARCEL U 38.787 ACRES 1,689,540 S.F. PARCEL V 18.980 ACRES 826,780 S.F. PARCEL W 41.554 ACRES 1,810,090 S.F. PARCEL Z 1.922 ACRES 83,740 S.F. AREAS AFTER ADJUSTMENT LOT 1 19.721 ACRES 859,050 S.F. LOT 2 12.878 ACRES 560,970 S.F. LOT 3 1.217 ACRES 53,010 S.F. LOT 4 2.940 ACRES 128,080 S.F. LOT 5 101.495 ACRES 4,421,120 S.F. LOT 6 15.456 ACRES 673,270 S.F. LOT 7 16.853 ACRES 734,120 S.F. LOT 8 3.943 ACRES 171,740 S.F. LOT 9 63.284 ACRES 2,756,650 S.F. RIGHT OF WAY 0.208 ACRES 9,030 S.F. NOTE: ACREAGE IS LISTED TO THE NEAREST 10 SQUARE FEET. • CONSULTING ENGINEERS LLC I I 33400 8TH AVE. S. G Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVEREIT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture DRAWING NAME:\1886\001\016\SURVEY PLOTS\BLA3-05.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN BY NO. C. A F./R.F.G. I DATE2017-10-19 (JOB 1886-001-016 CHKD. BY I SCALE C. A. F. N/A SHEET 5 0F 18 RECORDING NO. VOL./PAGE Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100484- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON EXCEPTIONS FROM THE TITLE REPORT LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE CERTIFICATE NO. 0092877-16 REVISION 2ND GUARANTEE DATED SEPTEMBER 14, 2017. IN PREPARING THIS BOUNDARY LINE ADJUSTMENT, ESM CONSULTING ENGINEERS, L.L.0 HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 1. SUBJECT TO FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION CHARGES AND LATECOMER CHARGES FOR WATER OR SEWER FACILITIES OF FEDERAL WAY WATER AND SEWER DISTRICT AS CONTAINED IN INSTRUMENT RECEDED UNDER RECORDING NO. 8905120210. EXCEPTION CANNOT BE PLOTTED. (AFFECTS ALL PARCELS) 2. SUBJECT TO THOSE EASEMENT RIGHTS AND MAINTENANCE FOR UTILITIES WHICH MAY HAVE BEEN GRANTED IN STREETS AND ALLEYS PRIOR TO THE VACATIONS OF SAID STREETS AND ALLEYS. VACATED STREETS HAVE BEEN DEPICTED HEREIN. (AFFECTS PARCELS K, 0, Q, S. T, U, V AND W). 3. SUBJECT TO POTENTIAL RIGHTS BASED UPON LANDSCAPE AREAS DISCLOSED ON KING COUNTY ASSESSOR'S MAPS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) PLANS FOR INTERSTATE 5. NO RECORDED EASEMENTS WERE IDENTIFIED IN THE TITLE REPORT. LOCATIONS OF SAID POTENTIAL LANDSCAPE AREAS ARE DEPICTED HEREIN. (AFFECTS PARCELS Q AND S) 4. SUBJECT TO THOSE COVENANTS, CONDITIONS, RESTRICTIONS EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE PLAT OF LOUISE'S NORTH LAKE TRACTS RECORDED IN VOLUME 40, PAGES 23. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Z) 5. SUBJECT TO THOSE CONDITIONS, RESTRICTIONS EASEMENTS, NOTES, DEDICATIONS AND PROVISIONS, IF ANY, SET FORTH IN OR DELINEATED ON STATE PLAT RECORDED IN VOLUME 41, PAGES 30. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL K, 0, AND Q) 6. SUBJECT TO THOSE PROVISIONS FOR THE FIXING THE LEVEL OF NORTH LAKE AND THE TERMS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 385515. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCELS K, 0, AND Z) 7. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 3986087. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL K) 8. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 4045871. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 9. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 4381073. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 10. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 4381075. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 11. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 4681254. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL K) 12. SUBJECT TO THE RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHT TO LIGHT, VIEW, AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED IN DEED TO THE STATE OF WASHINGTON AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 4741042. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL W) 13. SUBJECT TO THE RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHT TO LIGHT, VIEW, AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED IN DEED TO THE STATE OF WASHINGTON AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 4741043, EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL W) 14. SUBJECT TO THE RESERVED RIGHT OF REASONABLE ACCESS AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 4742322. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL U) 15. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 4778515. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL K) EXCEPTIONS FROM THE TITLE REPORT 16. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 4810726. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL K) 17. SUBJECT TO THE RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHT TO LIGHT, VIEW, AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED IN DEED TO THE STATE OF WASHINGTON CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 4980039. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL W) 18. SUBJECT TO THE RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHT TO LIGHT, VIEW, AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED IN DEED TO THE STATE OF WASHINGTON CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 4980491. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 19. SUBJECT TO THE RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHT TO LIGHT, VIEW, AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED IN DEED TO THE STATE OF WASHINGTON CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 4980493. THE LOCATION OF SAID RELINQUISHMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OR RECORD AND IS NOT DEPICTED HEREIN. (AFFECTS PARCELS) 20. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 5020234. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 21. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 5073868. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 22. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 5204267, EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 23. SUBJECT TO THAT AGREEMENT FOR USE OF LAND WITH REGARDS TO A 10 FOOT BY 30 FOOT EASEMENT OVER AN EXISTING FISH SCREEN AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5207694. THE LIMITS OF WHERE SAID EASEMENT MAY BE LOCATED IS DEPICTED HEREIN. SAID EASEMENT CAN BE TERMINATED UPON 60 DAYS NOTICE. (AFFECTS PARCEL K) 24. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 5208159. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 25. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 5327214. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL 0) 26. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 5628306. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 27. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 5671863. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL K) 28. SUBJECT TO THAT EASEMENT FOR OVERHEAD TELEPHONE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PACIFIC NORTHWEST BELL TELEPHONE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5678223. THE LOCATION OF THE PORTION AFFECTED BY SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCELS U AND V) 29. SUBJECT TO THAT EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY WATER DISTRICT NO. 100 AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5738262. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL W) 30. SUBJECT TO THAT EASEMENT FOR PIPE LINE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO OLYMPIC PIPE LINE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5743180. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL Q) SCALE: N /A PORTION OF SW 1 /4 SE 1 /4 AND GOV. LOT 2 OF SECTION 16, AND NE 1 /4 NW 1 /4, SE 1 /4 NW 1 /4, ALL 1 /4 OF NE 1 /4, NE 1 /4 SE 1 /4, NW 1 /4 SE 1 /4, AND NE 1 /4 SW 1 /4 OF SECTION 21, ALL IN T. 21 N., R. 4 E., W.M. EXCEPTIONS FROM THE TITLE REPORT 31. SUBJECT TO THAT EASEMENT FOR PIPE LINE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO OLYMPIC PIPE LINE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5765326. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. FIELD LOCATED GAS MARKERS DO NOT FALL IN EASEMENT. (AFFECTS PARCEL Q) 32. SUBJECT TO THAT EASEMENT FOR PIPE LINE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO OLYMPIC PIPE LINE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5765327. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. FIELD LOCATED GAS MARKERS DO NOT FALL IN EASEMENT. (AFFECTS PARCEL Q) 33. SUBJECT TO THAT EASEMENT FOR PIPE LINE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO OLYMPIC PIPE LINE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5785334. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. FIELD LOCATED GAS MARKERS DO NOT FALL IN EASEMENT. (AFFECTS PARCEL Q) 34. SUBJECT TO THAT EASEMENT FOR PIPE LINE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO OLYMPIC PIPE LINE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5791086. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. FIELD LOCATED GAS MARKERS DO NOT FALL IN EASEMENT. (AFFECTS PARCEL S) 35. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 5907660. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 36. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 5907661. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 37. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 5911805. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL K) 38. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 6062468. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL K) 39. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 6235841. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL K) 40. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 6309012. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL K) 41. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 6332501. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL K) 42. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 6375720. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL K) 43. SUBJECT TO THAT EASEMENT FOR A SLOPES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6475093. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SAID EASEMENT ADJOINS S. 336TH STREET FROM INTERSTATE 5 TO 32ND AVENUE S. (AFFECTS PARCELS K, 0, Q AND U) 44. SUBJECT TO THAT EASEMENT FOR PIPE LINE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO OLYMPIC PIPE LINE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6567596. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. FIELD LOCATED GAS MARKERS DO NOT FALL IN EASEMENT. (AFFECTS PARCEL Q) 45. SUBJECT TO THAT EASEMENT FOR ELECTRICAL FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER AND LIGHT CO. AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6627160. A 10 FOOT PORTION OF SAID EASEMENT WAS RELEASED BY THAT INSTRUMENT RECORDED UNDER RECORDING NO. 7706200697. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. (AFFECTS PARCELS S, T, U, V, AND W) CONSULTING ENGINEERS L L C .3m 33400 8TH AVE, S. IG III Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture DRAWING NAME:\ 1 886\00 1 \0 1 6\SURVEY PLOTS\BLA3-06.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN.BYF./R.F.G. 1 DATE C. 2017-10-19 1 JOB 1886-001-016 I CHKD. BY SCALE SHEET C. A. F. N/A 6 OF 18 CIT .� Federal Way BOUNDARY LINE ADJUSTMENT NO. 17--100484--SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON EXCEPTIONS FROM THE TITLE REPORT 46. SUBJECT TO THAT EASEMENT FOR TELEPHONE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PACIFIC NORTHWEST BELL TELEPHONE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6638453. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD. AN APPROXIMATE LOCATION IS DEPICTED HEREIN. (AFFECTS PARCELS S, T, U, AND V) 47. SUBJECT TO THAT EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY WATER DISTRICT NO. 64. AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6693956. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCELS U AND V) 48. SUBJECT TO THAT EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY WATER DISTRICT NO. 64. AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6693957 AND THAT MODIFICATION THERETO RECORDED UNDER RECORDING NO. 20110223000006, THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL V) 49. SUBJECT TO THAT RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW, AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED IN DEED TO THE STATE OF WASHINGTON CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6727551. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCELS U, V AND W) 50. SUBJECT TO THAT EASEMENT FOR STORM DRAINAGE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO THE STATE OF WASHINGTON AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 6727552. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL W) 51. SUBJECT TO THAT CERTIFICATE OF SURFACE WATER RIGHTS FOR THE PURPOSE OF BEAUTIFICATION AND FISH PROPAGATION AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN THE INSTRUMENT RECORDED UNDER RECORDING NO. 7103080241. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCELS) 52. SUBJECT TO THAT EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY WATER DISTRICT NO. 100 AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7104080368. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SAID EASEMENT IS 10 FEET WIDE, LYING 5 FEET ON EACH SIDE OF THE FACILITIES AS CONSTRUCTED. (AFFECTS PARCELS Q, S, T, U, V, AND W) 53. SUBJECT TO THAT EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY WATER DISTRICT NO. 100 AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7104080369. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCELS K AND Q) 54. SUBJECT TO THOSE COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS IF ANY, CONTAINED IN THAT DEED FROM THE STATE OF WASHINGTON TO THE WEYERHAEUSER COMPANY FOR EXCESS RIGHT OF WAY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7303220472. THE LOCATION OF SAID EXCESS RIGHT OF WAY IS DEPICTED HEREIN. (AFFECTS PARCEL Q, S AND W) 55. SUBJECT TO THAT EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY WATER DISTRICT NO. 124 AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7611241038. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCELS K AND L) 56. SUBJECT TO THAT EASEMENT FOR ELECTRICAL FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7702090500. SAID EASEMENT IS 10 FEET WIDE AND CENTERED ON THE POWER FACILITIES AS CONSTRUCTED WITHIN THAT PORTION OF VACATED RIGHT OF WAY DEPICTED HEREIN. (AFFECTS PARCEL K) 57. SUBJECT TO THAT EASEMENT FOR SLOPES FOR CUTS AND FILLS AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY AS CONTAINED IN THAT WARRANTY DEED RECORDED UNDER RECORDING NO. 7809150862. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SAID EASEMENT IS FOR PROPERTY ADJOINING THE INTERSECTION OF S. 336TH STREET AND 32ND AVENUE S. (AKA WEYERHAEUSER WAY) AND ADJOINING 32ND AVENUE S. FROM S. 336TH STREET TO S. 320TH STREET. SAID DEED ALSO RESERVED FOR THE BENEFIT OF THE WEYERHAEUSER COMPANY AN EASEMENT FOR POWER AND AN EASEMENT FOR LANDSCAPING WITHIN THE RIGHT OF WAY CONVEYED. (AFFECTS PARCELS K AND Q) 58. SUBJECT TO THAT EASEMENT FOR SANITARY SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO LAKEHAVEN SEWER DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8010140815. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL Q) 59. SUBJECT TO THAT EASEMENT FOR WATER FACILITIES AND CONDITIONS THEREOF GRANTED TO KING COUNTY WATER DISTRICT NO. 124 AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8104290757. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCELS K AND 0) 60. SUBJECT TO THAT EASEMENT FOR COMMUNICATION FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PACIFIC NORTHWEST BELL TELEPHONE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8105070489. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCELS K AND 0) 61. SUBJECT TO THAT EASEMENT FOR ELECTRICAL FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8112170544. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL 0) EXCEPTIONS FROM THE TITLE REPORT 62. SUBJECT TO THAT EASEMENT FOR ELECTRICAL FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8112170545. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCELS K AND 0) 63. SUBJECT TO THAT EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY WATER DISTRICT NO. 124 AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8202190544. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL K) 64. SUBJECT TO THAT EASEMENT FOR COMMUNICATION FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED PACIFIC NORTHWEST BELL TELEPHONE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8203290510. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL V) 65. SUBJECT TO THOSE RESTRICTIONS AND CONDITIONS CONTAINED IN PERMIT NUMBER M-58-83 GRANTED TO THE WEYERHAEUSER COMPANY FOR A BUILDING A GATE AND THE TERMS AND CONDITIONS THEREIN AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8309091039. THE APPROXIMATE LOCATION OF THE GATE IS DEPICTED HEREIN. (AFFECTS PARCELS K AND U) 66. SUBJECT TO THAT EASEMENT FOR SLOPES AND THE TERMS AND CONDITIONS THEREIN GRANTED TO KING COUNTY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8406060941. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SAID EASEMENT IS FOR PROPERTY ADJOINING THE SOUTHERLY MARGIN OF S. 336TH STREET. (AFFECTS PARCELS K, Q, AND U) 67. SUBJECT TO THAT EASEMENT FOR ELECTRICAL FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8907311450. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL W) 68. SUBJECT TO THAT EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO FEDERAL WAY WATER AND SEWER AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9002061002. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCELS S AND W) 69. SUBJECT TO THAT EASEMENT FOR ELECTRICAL FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9008270633. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SAID EASEMENT IS 10 FEET WIDE, LYING 5 FEET ON EACH SIDE OF THE FACILITIES AS CONSTRUCTED. (AFFECTS PARCELS U AND V) 70. SUBJECT TO THAT AGREEMENT REGARDING WATER AND THE TERMS AND CONDITIONS THEREOF BETWEEN THE FEDERAL WAY WATER AND SEWER DISTRICT AND THE WEYERHAEUSER REAL ESTATE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9012281463. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCELS K AND 0) 71. SUBJECT TO THAT EASEMENT FOR COMMUNICATION FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO U.S. WEST COMMUNICATIONS AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9201160717. THE APPROXIMATE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCELS U AND V) 72. SUBJECT TO THAT AGREEMENT REGARDING SANITARY SEWER AND THE TERMS AND CONDITIONS THEREOF GRANTED TO FEDERAL WAY WATER AND SEWER DISTRICT AND THE WEYERHAEUSER COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9402182159. EXCEPTION CANNOT BE PLOTTED. THE LIEN CREATED IN PARAGRAPH 26 OF SAID AGREEMENT WAS RELEASED BY THAT INSTRUMENT RECORDED UNDER RECORDING NO. 9512261712. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCELS K AND Q) 73. SUBJECT TO CITY OF FEDERAL WAY ORDINANCE NO. 94-219 REGARDING ANNEXATION AND ZONING AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9410260933 AND THAT MODIFICATION THEREOF RECORDED UNDER RECORDING NO. 20030513002214. EXCEPTION CANNOT BE PLOTTED. (AFFECTS ALL PARCELS) 74. SUBJECT TO THAT EASEMENT FOR SANITARY SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO LAKEHAVEN UTILITY DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NOS. 9512140223 AND 9512140224. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL Q) 75. SUBJECT TO THAT EASEMENT FOR SANITARY SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO LAKEHAVEN UTILITY DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 19990903000827. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL K) 76. SUBJECT TO THAT EASEMENT FOR COMMUNICATION FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO U.S. WEST COMMUNICATIONS AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 19991108000756. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCELS U AND W) RECORDING NO. SCALE: N /A VOL./PAGE PORTION OF SW 1 /4 SE 1 /4 AND GOV. LOT 2 OF SECTION 16, AND NE 1 /4 NW 1 /4, SE 1 /4 NW 1 /4, ALL 1 /4 OF NE 1 /4, NE 1 /4 SE 1 /4, NW 1 /4 SE 1 /4, AND NE 1 /4 SW 1 /4 OF SECTION 21, ALL IN T. 21 N.. R. 4 E.. W.M. EXCEPTIONS FROM THE TITLE REPORT 77. SUBJECT TO THAT EASEMENT FOR SANITARY SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO LAKEHAVEN UTILITY DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO, 20001214000760. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCELS U AND W) 78. SUBJECT TO THAT EASEMENT FOR SURFACE WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO THE CITY OF FEDERAL WAY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20030917000844, THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL Q) 79. SUBJECT TO THAT LATECOMER AGREEMENT REGARDING SANITARY SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF BETWEEN LAKEHAVEN UTILITY DISTRICT AND THE QUADRANT CORPORATION AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20041021000099. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCELS T, U, V, W AND Z) 80, SUBJECT TO THE RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW, AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED IN DEED TO THE STATE OF WASHINGTON CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20080807000204. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL W) 81. SUBJECT TO THAT EASEMENT FOR INGRESS AND EGRESS FOR THE SOLE PURPOSE OF ALLOWING MAINTENANCE VEHICLES TO ACCESS THE EXISTING WATER PUMP STATION AND THE TERMS AND CONDITIONS THEREOF GRANTED TO LAKEHAVEN UTILITY DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20110223000006. THE APPROXIMATE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCELS U AND V) 82. SUBJECT TO RIGHTS OF THE GENERAL PUBLIC TO THE UNRESTRICTED USE OF ALL THE WATERS OF A NAVIGABLE BODY OF WATER NOT ONLY FOR THE PRIMARY PURPOSE OF NAVIGATION, BUT ALSO FOR COROLLARY PURPOSES; INCLUDING (BUT NOT LIMITED TO) FISHING, BOATING, BATHING, SWIMMING, WATER SKIING AND OTHER RELATED RECREATIONAL PURPOSES, AS THOSE WATERS MAY AFFECT THE TIDELANDS, SHORELANDS OR ADJOINING UPLANDS AND WHETHER THE LEVEL OF THE WATER HAS BEEN RAISED NATURALLY OR ARTIFICIALLY TO A MAINTAINED OR FLUCTUATING LEVEL, ALL AS FURTHER DEFINED BY THE DECISIONAL LAW OF THIS STATE. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCELS K, 0, AND Z) 83. SUBJECT TO PARAMOUNT RIGHTS AND EASEMENTS IN FAVOR OF THE UNITED STATES FOR COMMERCE, NAVIGATION, FISHERIES AND THE PRODUCTION OF POWER WITH REGARDS TO NORTH LAKE. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCELS K, 0, AND Z) 84. SUBJECT TO UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY AGREEMENT ON PERSONAL PROPERTY AND RIGHTS OF TENANTS, AND SECURED PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. EXCEPTION CANNOT BE PLOTTED. (AFFECTS ALL PARCELS) 85. SUBJECT TO THAT EASEMENT FOR SANITARY SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO LAKEHAVEN SEWER DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7104050459. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL Q) 86. SUBJECT TO THAT EASEMENT FOR PIPE LINE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO OLYMPIC PIPE LINE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5777746. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL W) 87. SUBJECT TO THAT EASEMENT FOR PIPE LINE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO OLYMPIC PIPE LINE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5777747. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL S) 88. SUBJECT TO THAT AGREEMENT REGARDING WATER AND SANITARY SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20160804000307. EXCEPTION CANNOT BE PLOTTED. (AFFECTS ALL PARCELS) 89. SUBJECT TO THOSE COVENANTS, CONDITIONS, RESTRICTIONS EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 16-102886-00-SU AS RECORDED UNDER RECORDING NO. 20170210900007. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCELS U AND V) 90-106. SUBJECT TO GENERAL AND SPECIAL TAXES FOR TAX ACCOUNT NOS. 797820-0420-01, 797820-0480-08, 228500-0010-00, 212104-9002-05, 614260-3025-08, 614260-0005-08, 614260-0200-01, 212104-9052-04, 212104-9052-95, 442060-0040-03, 442060-0045-08, 442060-0050-00, 442060-0055-05, 442060-0060-08, 442060-0065-03, 442060-0070-06, 442060-0075-01. EXCEPTION CANNOT BE PLOTTED. (AFFECTS ALL PARCELS) 107-110. NOT REPORTED HEREIN. • CONSULTING ENGINEERS ELC ( I I 33400 8TH AVE. S. ® Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 83s-6113 www.esmcivii.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture DRAWING NAME:\ 1 886\00 1 \0 1 6\SURVEY PLOTS\BLA3-07.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN.0 A.F./R.F.G. 1 NO. 1 JOB 1886-001-016 I CHKD. BY SCALE SHEET C. A. F. N/A 7 OF 18 6 CITY OF -9 16 1386.8��' ederal (ESM) �C BOUNDARY LINE ADJUSTMENT ,,a1 d NO. 17-100484— SU ,°' o�Co CITY OF FEDERAL WAY o i ^ KING COUNTY, WASHINGTON 9 FOUND 2" IRON PIPE FILLED WITH ----`'~" " CONCRETE WITH TACK, DOWN 1.0', N 88'20'53" W 2600.15' (ESM) _ 1213.31' (ESM) 1213.4' 10 (R4) ` �9 S. 320TH STREET ` �6 15 (PUBLIC RIGHT OF WAY) FOUND 2" IRON PIPE FILLED WITH CONCRETE WITH FINISH NAIL, DOWN 0.7', IN CASE (SEPTEMBER 2015) HORIZONTAL CONTROL AND SHEET INDEX IN CASE (SEPTEMBER 2015) 0) SEE LEGEND ON SHEET 11 OF 18 J O N 0 z C146S?—A 1953 �,, 19 iR4) / I NORTH LINE THE SW 1/4 SE , �% • ) 1 0) coo � (33 A=5'00'13' N ,(32) 1 R=596.24' Q N I L=52.0 i I SEE SHEET 10 (��)� o0 FOUND 1 3/4" BRASS DISC WITH X, , SET IN CONCRETE DOWN 0.9' I — IN CASE (SEPTEMBER 2015) oVACATED S. 333RD STREET P. F R� 611 FOUND 1 3/4" BRASS DISC WITH X, �� SET IN CONCRETE DOWN 1.0' 2 24r 125, "V OF IN CASE (SEPTEMBER 2015) �? I nj0 �Gxloc won FOUND 3" x 3" CONCRETE MONUMENT WITH 1' BRASS DISC WITH PUNCH, DOWN 0.6' IN CASE (SEPTEMBER 2015) RECORDING NO. SCALE: 1 " = 300' VOL./PAGE PORTION OF SW 1 /4 SE 1 /4 AND GOV. LOT 2 OF SECTION 16, AND NE 1 /4 NW 1 /4, SE 1 /4 NW 1 /4, ALL 1 /4 OF NE 1 /4, NE 1 /4 SE 1 /4, NW1/4SE1/4, AND NE 1/4 SW 1/4 OF SECTION 21, ALL IN T. 21 N., R. 4 E., W.M. NORTH LINE OF G&IERNMENT LOT 2 OF SECTION 16 (53)7 VACATED 30TH AVENUE S. 52) SEE SHEET 1 /RR (31) `Q� / �1" +q+® (4•, 2 i FOUND BRASS PIN SET IN CONCRETE, C)W 1 (34) �259 2 , a 3 DOWN 1.8', IN CASE (OCTOBER 2015) ti � t % 5g6 � I p ) / (49' 1 /4 K ��bQJ o o v A=27'06'21' - R=1200.00'_ L=567.70' FOUND 4" x 4" CONCRETE MONUMENT WITH 2" BRASS DISC WITH X, DOWN 0.4' IN CASE (SEPTEMBER 2015) FOUND 4" X 4" CONCRETE MONUMENT WITH 2" BRASS DISC \ 2 alb. 46) SHEET LINE (SEPTEMBER X, DOWN 0.3' IN BASE I ER 2015) N.. .l..I.. K ( ) (TYPICAL) I 6. .3•0 .. O / 16p� �. (36) I (37) (42 FOUND 2" BRASS DISC WITH "X" z 30 D� 55a 0 � (44) SET IN CONCRETE, DOWN 0.6', N 05*15*23" W IN CASE f L342.69' (43) (SE -`EMBER 2015) / I VACATED S. 336TH STREET \ S N 88'15'22" W '740.88' (ESM) —_ N 88'15'52" W '740.93' fR1) ❑ �O� 21 22 MONUMENTED SECTION LINE: I FOUND CONCRETE MONUMENT N 88' 15'22' W 1994.94' (ESM) 1 g I 4 SEE SHEET 13 WITH 1 /4 BRASS PIN, DOWN 1.0', N 88'15'52" W '994.95' (R1)O U IN CASE (OCTOBER 2015) I HELD FOR CENTERLINE OF ROAD 9 FOUND 1 3/4" BRASS DISC WITH X, T 4 A=69'01'16' AND MONUMENTED EAST LINE OF FOUND 2" BRASS DISC WITH "X" SET IN CONCRETE DOWN 0.3' ❑ R=600.00' SECTION 21 SET IN CONCRETE, DOWN 1. 1', S IN CASE o CO Z L=722.79' Uj IN CASE ``�- LU N 74'16'39' W (SEPTEMBER 2015) 4/9 w 5 z _1 } 186.80' VACATED 33RD PLACE S. Q Q � � `� .-_._ _ S. 337TH STREET FOUND 3.5" X 3.5" CONCRETE d-N SEE SHEET 12 � < � MONUMENT WITH 1 " BRASS DIS,. � � � „ vi Lr Sri WITH PUNCH, STAMPED: "SECTION w 4J W z o �� 150° N NEW LOT _ , E LINE', 0.2' ABOVE GROGND Q I w �,� 1 N j (TYPICAL) (SEPTEMBER 2015) t vi LiI ! Irz-I i I Ujca� �¢_ a w 10 0 I ca 00 ! STING LOT LINE Ld ❑ IQ a I _ wow^-Zw= W zEE '-'PICAL) ¢ U 17 -75 ��. ...... _ago r� ................ - '30'48' o� � � � � � � N �„� Q r� U ,o, S _+ U......... d_ r,_ C7 YU rnM o O ~ L `c-=461.28' .......... . M � M m � a. �� Z Z SEE SHEET 14 ___ N I 1 } W SEE SHEET 15 W z0ZO LJ SHEET INDEX MATCH LINE - SEE SHE ' 16 Q� ET 9 > ❑ ❑ ❑2 m o / 1660.97' =SM) z 2� c" FOUND 3" BRASS DISC WITH / 0 SHEET LINE PUNCH, SET IN CONCRETE, 21 �2 ZZ. (TYPICAL) DOWN 2.5', IN CASE ti (SEPTEMBER 2015)�CO N S 1 221 U L T I N G E N GINEERS L L C ` 33400 8TH AVE. S. I ® I WI&I I o I / 1133.1 (R4) Spite 205 21 / 1132.81' (ESM)(R3) _ Federal Way, WA 98003 FEDERAL WAY 28 21 www.esmcivii.com EVERETT (425) 297-9900 N 88°31 '23" W 2636.53' N 88°31'27" W (ESM) 28 2636.40' (R1)(R3) Civil Engineering Land Surveying Public Works Project Management Land Planning g Landscape Architecture CENTERLINE= N 88'11'07" W 202.05' 57.6 R4) 57.61' (R3) N 88'15'22" W 57.80' (ESM) - S. 336TH STREET 17 16 (PUBLIC RIGHT OF WAY) 20 21 N 88' 15'31 " W 2621.32' R3) N 88' 15'41 " W 2621.64' ESM) 5 6 U-1 o. \ (R) 1 ^� (34) 0 I I 6��0�00 0" � � (48) 63-19, (30) (35T) 21 w ci 1 0j Q 5 SCALE: 1" T 300' 300150' 0 300' 600' BASIS OF HORIZONTAL DATUM WASHINGTON COORDINATE SYSTEM (WCS) - NORTH ZONE (BASED UPON NAD 83\201 1) UTILIZING THE WASHINGTON STATE REFERENCE NETWORK (WSRN) IN NOVEMBER, 2015. SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS RECORD OF SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES. TWO LEICA SYSTEM 500 DUAL FREQUENCY GPS RECEIVERS, ONE 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC-332-130-100 PROCEDURE USED : REAL TIME KINEMATIC AND RAPID STATIC GPS AND FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC-332-130-090 DRAWING NAME:\ 1 886\00 1 \0 1 6\SURVEY PLOTS\BLA3-08.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO, C. A. F. /R. F, G. 2017-10-19 1886-001-0jr, CHKD. BY SCALE SHEET C. A. F. 1 "= 300, ^ 8 of 1 RECORDING NO. VOL./PAGE ,� Federal Way BOUNDARY LINE ADJUSTMENT N0. 17-100484—SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON Il 17116 2021 4 FOUND BRASS PIN SET IN CONCRETE, DOWN 1.8', IN CASE (OCTOBER 2015) ww o� 00 I NN ww N N 0o zz _ S. 344TH STREET FOUND 2" BRASS DISC WITH PUNCH SET IN CONCRETE, DOWN 1.0', IN CASE (SEPTEMBER 2015) I ^ iz W M 6 0> N N ww N � 0o z z S. 348TH STREET �9• 199, S) S>> R/., z UJ w a rn O N N N HORIZONTAL CONTROL AND SHEET INDEX SEE LEGEND ON SHEET 11 OF 18 4 SCALE: 1 " = 300' PORTION OF SW 1 /4 SE 1 /4 AND GOV. LOT 2 OF SECTION 16, AND NE 1 /4 NW 1 /4, SE 1 /4 NW 1 /4, ALL 1 /4 OF NE 1 /4, NE 1 /4 SE 1 /4, NW 1 /4 SE 1 /4, AND NE 1 /4 SW 1 /4 OF SECTION 21, ALL IN T. 21 N., R. 4 E., W.M. P.T. CURVE ---�- VACATED S. 338TH STREET / - SHEET INDEX MATCH LINE — SEE SHEET 8 — - I LU W �V / z IzI I=I 6 I Q —F z 16 11 p I — ____ UZ EXISTING LOT LINE I (/ I h IPAC a ILLJ I a w�� j(/) v (TYPICAL) Nw w z wo N w1JJ 0 L L I z�� Z SEE SHEET 14 Q— `� ��o wNX S. 340TH STREET cn "�co h3N>—`of NNMZ �" W --� W W w Q �, ��QfW 5 Q f SEE SHEET 15 u I N n3 W� } v z _ 5p' N 9 _ I i ._- w o m I` 4 co o $ a~No 15 I 12 I I ( o I v r- z o / 125' C1r CN I ' w o $ i p FOUND 2" IRON PIPE COQO ! NN = o Z N / o ¢ I7 I a ~ FILLED WITH CONCRETE, w w vL L1J > WITH DIMPLE, z ¢ t_ DOWN 0 4' IN CASE SCALE: 1 — 300' > VACATED S. 342ND STREET �M ..,.. .. ....................... � (SEPTEMBER 2045) Mom........... ........ .................................................. -----.. -- o g ON LINE, HELD FOR F o o I CENTE?RLINE OF ROAD vo 300 150' 0 300 600' SHEET LINE 1N 0zZ 4 1.14'09" E (TYPICAL) 283.30' (ESM) o / N 01' 13 53 E o N 88*22'17" W 5257.96' (R1) Q�1 / 283.37' (R1) N 88*22'17" W 5258.09' (ESM) N 88'22'1 I" W 2637.52 IR1 R3 I I N 88'22'17" W 2620.57 (R1}(R3) I _ , (Rl)(R) p � N 88'22' 17" W 2620.57' (ESM) N 88'22' 17" W 2637.52' ' ESM) — tx�� o- / / FOUND 3" BRASS DISC WITH 2085.37 PUNCH, SET IN CONCRETE, 2085.17' �R3) _ / 7 -- _ /yi —21 22 DOWN 2.5', IN CASE VACATED S. 344TH STREET y�P / �, \ (SEPTEMBER. 2015) ^� ^ SEE SHEET 17 �oF� , W NEW LOT LINE W ��0�\G ��i � w^ 150' N SEE SHEET 16 (TYPICAL) �� , QJ �i ��b ��1 tjj 0 LLJ v ^ cli co J `l Q C9 0 • `a Lo 16 W � � W � �Py �� k. `LLi 6 � � r � r� (' n O p N N ; `��GZ ��j� �C m 00 Vi 00 ' '00 5 L 2 W w N N N / o o °D !0 \�P�t 9y `g �� V) Q w a, � N FOUND 2" IRON PIPE FILLED c� z M Q� N'S � r,� w w WITH CONCRETE, WITH NAIL, .. o.......................................................... .�P Q z z DOWN 0.4', IN CASE z z ��i LP m g Moo ,W) -0 (OCTOBER 2015) �`' ��' D g co ON LINE, HELD FOR ^)� �l� GJ o z z CENTERLINE OF ROAD L 1779.80: ESM) 1779.64) N 88'23'17" W 3175.65' N 88'23' 18" W 3175.55' �ESM) R 1) U. 2 rn�( Z U - FOUND 3" BRASS DISC WITH 4 k "X" SET IN CONCRETE, p a DOWN 0.9', IN CASE 6O (SEPTEMBER 2015) 0-' ,. z STA. 1875+63.49 (R3) / STA. 1875+62.4 (R4) iI 1 1503.72' (ESM) / J. J:JLtVU � � KEET N 88*31'23" W 2636.53' (ESM) N 88'31'27" W 2636.40' (R1)(R3) / o SEE SHEET 18 SQ�� , p) bc 40 40 1) .`ESM), F•`'�1 0 (R 1)=(ESM) �R 29 48 00 L ;58 "8 <R�i / SPIRAL CURVE R�1910 a3 �y�l� A=4'30'00" _ Ls=3.0 823.28' \ 572.58' ESM 276.58: ESM) \ 546.70' ESM} 572.63' �R1)) 276.55' �R1) \546.73 �R1);r vi FOUND 4" X 4" CONCRETE c� MONUMENT WITH BRASS PIN, NO PUNCH (SEPTEME3 �1 1133.1' (R4) 1132,81' (ESM)(R3) M N w i� am N to N BASIS OF HORIZONTAL DATUM WASHINGTON COORDINATE SYSTEM (WCS) - SOUTH ZONE (BASED BREFERENCE NETWORK UPON NAD UTILIZING THE WASHINGTON STATE IN NOVEMBER, 2015. SURVEY INSTRUMENTATION: SURVEYING PERFORMED IN CONJUNCTION WITH THIS RECORD OF SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: TWO LEICA SYSTEM 500 DUAL FREQUENCY GPS RECEIVERS, ONE 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC-332-130-100 PROCEDURE USED : REAL TIME KINEMATIC AND RAPID STATIC GPS AND FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC-332-130-090 CONSULTING ENGINEERS LLC 33400 8TH AVE. S. I ® ( I I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivii.com EVERETf (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture 0 w 00 Z Z 00 0) 0 6M FOUND 2" IRON PIPE FILLED WITH CONCRETE, WITH NAIL, IN CASE (OCTOBER 2015) ON LINE, HELD FOR CENTERLINE OF ROAD DRAWING NAME:\1886\001\016\SURVEY PLOTS\BLA3-09.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2017-10-19 1886-001-016 CHKD. BY SCALE SHEET C. A. F. 1"=300' 9 OF 18 IT RECORDING NO. VOL./PAGE CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100484— SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON 125 t SEE LEGEND ON SHEET 11 OF 18 POINT OF BEGINNING FOR LOT 1 WETLAND AF WETLAND BR WETLAND AG 1 WETLAND BS SOUTH / WETLAND AO WET LA D KID N 88'19'11" WETLAND AH �JF �i--- WETLAND AL W 1348 40' / WETLAND ' \\ 1231.96' KC a WETLAND KN ` \ WETLANDS WITH 40' WETLAND t LAND t , - ' 1 t, , - ' \WETLAND BUFFERS (TYPICAL, UNLESS 0? (0 AR / KB OTHERWISE NOTED) I 400), P ` (3 / WETLAND KA I .� 1 PARCEL Q / (33) I + WETLAND AS/ I t OLYi`APIC PIPE 31 32 / EASEMENT / LINE t EXCESS RIGHT 54 \\ t OF y AY I `\\�O Q v I I �-� t co / 4/ WETLAND KT WETLAND AM - - -'�- / t I - ;/ / WETLAND \' KV I I W > Q - o l A=5' 00' 13" R-596.24 11 L=52.07' UJ - _ WE KU� SEWER EASEMENT 74 00 a co O CID — J l /N d %? / /! — — — = _ — ;� _ S 333RD STREET — �U 1 (VACATED RIGHT OF WAY) 4--------- WETLAND KW- / .w SCALE: 1 " = 100' PORTION OF SW 1 /4 SE 1 /4 AND GOV. LOT 2 OF SECTION 16, AND NE 1 /4 NW 1 /4, SE 1 /4 NW 1 /4, ALL 1 /4 OF NE 1 /4, NE 1 /4 SE 1 /4, NW 1 /4 SE 1 /4, AND NE 1 /4 SW 1 /4 OF SECTION 21, ALL IN T. 21 N., R. 4 E., W.M. FOUND 3' x 3" CONCRETE MONUMENT WITH 1" BRASS DISC WITH PUNCH, DOWN 0.6' IN CASE (SEPTEMBER 2015) NORTH LINE OF THE SW 1 /4 SE 1 /4 AND OF GOVERNMENT LOT 2 OF RJ V�v v p o SECTION 16 6o \ 6o�ry EXISTING LOT LINES \ � : ti \ TO BE EXTINGUISHED (TYPICAL) / (39) G SEWER EASEMENT L- 142.06' R-394.00, 6-20'39'29 NOTE: OLYMPIC PIPE / l t I PARCEL 0 36� N� OF �g� 85 _ LINE EASEMENTS AS / / nj \G ,,1 /� � SEWER SHOWN MAY NOT t �/ I Cj• Ug��G 26,2� �g63 - EASEMENT'74 REPRESENT THE ACT" LOCATION OF / / OLYMPIC PIPE (34) /Ez �i 5g52 d=125 58" L=31.26' ASPHALT ROAD WITH -� CONCRETE SIDEWALKS D1 + p'S p0: > / V//�/ �o. CO' \I 116.44' PARCEL K 4` p o (40) po 4CO (/ RY �I o� Qr ti N 44; ��a\os �yh Q- tij Q- Z a / J ii v N 12O066.2S'Ssry w (R� A=01'43'06" R=1250.00' L=37.49' �// T "--- MATCH LINE W 2 N W ML �� vJ THE PPE LINE. I / / LINE EASEMENT 44 PRIOR TO•�9p't" Ei�5962 2� �-�� SEWER EN - - a� 10 o W CONSTRUCTION, LINE l i t ASPHALT ROAD WITH D�'1�' ��' ��yg� 58 EASEM I I SURF ICE WATER ' ` �/ Q\ Q��Sjobo, N W SHOULD BE MARKED / / / CONCRETE SIDEWALKS EASEMENT ® stO 6' o O t — ?ems ?u'�0o,0•- ( Q B' E OLYMPIC PIPE HE OLYMPIC PIPE o ,�gpp I I ( 78 I _____ � ® I � 0. FOUND 4" x 4" CONCRETE / rr t�-7-�- i LINE EASEMENT 30 I D I I J e ��` 00• MONUMENT WITH 2" BRASS DISC / `'�� oo'• WITH X, DOWN 0.4' IN CASE (31) I SEWER —� �+-- WETLAND 1P (SEPTEMBER 2015) FOUND 1 3/4" BRASS 85 EASEMENT I I GA SOUTH R6� o / 125' / / t DISC WITH X, SET IN I / + I 1 W I (38) '- - - _ _ CONCRETE DOWN 0.9' / / IN CASE + PARCEL 0 0 4 �% .1 H (34) I > 2 EXISTING LOT LINES N _ L v� / 63.'s, I, �00W^ I I I = o I TO BE EXTINGUISHED ?3. UJ (TYPICAL) h _ Z / Do I 1 OLYMPIC PIPE M I ; I� LINE EASEMENT 33 ry 42' I I 88'15 31 (41 i I ' - . �� I I15 0 129.02' II I WETLAND 3S, CO °, I I 1 C31 iv g y ! / FOUND 4" X 4" CONCRETE �rrn� I II I IA ry. �ry��. / o I I I I <v N� tv I I -- DIOSCUW WITH X I BRASS DOWN 0 3'IN ' o I (I I 30 ` I I WETLAND HB (37) Q) / ASE (SEPTEMBER 2015) o z I II I ( ) , �,� ( I i � PARCEL K „ POTENTIAL I II I �.pco (35) I I ' f 40 WETLAND I N 05' 15 23 W ry + I I BUFFERS / rI iI� II,- (42) LANDSCAPE 411.24' 3 (36) I N 05'15'23" W 337.54' NO EASEMENT PROVIDED .. I .......... ......... .........:.-.................. .............. DRAWING NAME:\1886\001\016\SURVEY PLOTS\BLA3-10.DWG ........ .........17.................. .... MATCH LINE SEE SHEET 12 C0NSULTING ENGINEERS LAC BOUNDARY LINE ADJUSTMENT ,AS 33400 8TH AVE. S. I® 111& 1QF1 PREPARED FOR FOUND 1 3/4" BRASS o� ISuite 205 DISC WITH X, SET IN Few ��0 o Federal Way, FEDERAL WAY CAMPUS LLC SCALE: 1 !� = 1 QO� CONCRETE DOWN 1.0' x z WA 98003 FEDERAL WAY (425) 2977-9900 IN CASE www.esmcivil.com o DWN. BY DATE JOB NO. 44M © y C.A.F./R.F.G. 2017-09-19 1886-001-016 100 50 0 100 200 Civil Engineering Land Surveying. Land Planning ONALLA n t Public Works Project Management Landscape Architecture CHKD. BY SCALE SHEET �1 I C. A. F. 1 "=100, 10 of 18 n RECORDING NO. VOL. /PAGE '% At�& 40 Federal Way BOUNDARY LINE ADJUSTMENT NO. 17--100484-- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON FOUND 4" x 4" CONCRETE MONUMENT WITH 2" BRASS DISC WITH X, DOWN 0.4' IN CASE (SEPTEMBER 2015) OSEWER EASEMENT MATCH LINE 0 Pv W W I.1.! o W W Il r co. / POINT OF BEGINNING FOR LOT 2 AND POINT OF COMMENCEMENT FOR LOT 3 NORTH UNE OF GOVERNMENT LOT 2 OF SECTION 16 Co - °- N 88' 19' 1 1 " W 279.02' S 3A.. 7 R FA Q WATER EASEMENT C,a z O �O 0 D w mo < �o = mz m I o to v f u, D i PARCEL K I (40) I POWER EAS MENT 62 WETLAND 00, CN _ W <R) / I 10 POWER EASEMENT 56 /WITHIN 30' VACATED C RIGHT OF WAY WETLAND BN WETLAND BD (WEST) (53) / WETLAND PG (52) \ WATER EASEME T Q 1 I '\\ co N 88' 15'22" W 376.16' - c mn ul IN 89'06'41" f-'30.00' I16I5' BUFFER BUILDING 78'29'33` W (R) 30.00' (50) r M J !� N 88' 15'22" W 387.25' - NOT A )�RT OF BOUNDARY LINE ADJUSTMENT I (PARK TRACT) / I POWER+EASEMENT 61 62 AND ` WATER, EASEMENT 59 (41) PARCEL K N N 44'02'55" W N 88'15'22" W 391.83' ------------ -- (R) 30.00' , <t / (49) CIO o m S. 333RD STREET o (VACATED RIGHT OF WAY) -A=27'06'21'- BUFFER 165 R=1200.00, L=567.70' n WETLAND CM / HA DRAINAGE / tk FF �. Z z - - PARCEL K 'coo r, - (47) �1 �WETLAND BD (SOUTH) 1 -- 6 5 / (46) - Q " X 4CONCRETE 30 (42) \�� TELEPHONE \,1$ FOUND 4 " 60 19 / ,EASEMENT � MONUMENT WITH 2" BRASS / N 69'45'33" W DISC WITH X, DOWN 0.3' 30.00' 5.30'-� �� RIGHT TO USE LAND FOR A FISH SCREEN 23 IN CASE / 179 35' 29.36 121 - 10' X 30' IN THIS PARCEL SCALE: 1 " = 100' PORTION OF SW 1 /4 SE 1 /4 AND GOV. LOT 2 OF SECTION 16, AND NE 1 /4 NW 1 /4, SE 1 /4 NW 1 /4, ALL 1 /4 OF NE 1 /4, NE 1 /4 SE 1 /4, NW 1 /4 SE 1 /4, AND NE 1 /4 SW 1 /4 OF SECTION 21, ALL IN T. 21 N., R. 4 E„ W.M. THE LOCATION OF THE SHORELINE OF NORTH LAKE IS SHOWN FOR PROPERTY BOUNDARY PURPOSES AND NOT FOR CRITICAL AREAS/SHORELINE (SMA) REGULATORY PURPOSES, AND HAS NOT BEEN VERIFIED BY THE CITY OF FEDERAL WAY G POWER EASEMENT (45) 88'15'22" W 123 fir' N 05'15'23" W ,' PARCEL 0 !4,NORTHERLY LINE OF LOT 45 342.69' N 20' 14'27" E OF STATE PLAT #. /.r.. 99,25.......... ....y.. ..................................................... ... .... .. ... N 05'15'23" W SEE SHEET 13 493.92' -3 MATCH LINE TRUE POINT OF BEGINNING FOR LOT 3 NEW LOT LINE SCALE: 1" = 100' 100 50 0 100 200 LEGEND FOR ALL SHEETS (R1) RECORD OF SURVEY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION RECORDED UNDER RECORDING NO. 20100526900003 (R2) WASHINGTON STATE HIGHWAY COMMISSION, DEPARTMENT OF HIGHWAYS PLANS ENTITLED "SR 18 - MP 0.18 TO MP 1.21 - JCT. SR 5 TO SO. 344TH ST. INTERCHANGE" DATED JULY 10, 1969 (R3) RECORD OF SURVEY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION RECORDED UNDER RECORDING NO. 20100512900004 (R4) WASHINGTON STATE HIGHWAY COMMISSION, DEPARTMENT OF HIGHWAYS PLANS ENTITLED "SR 5 - PIERCE COUNTY LINE TO JCT. SSH NO. 5-A" DATED JUNE 24, 1958 PARCEL 0 EXISTING LOT DESIGNATION 2 NEW LOT DESIGNATION S FOUND MONUMENT AS NOTED A DELTA R RADIUS L LENGTH (R) RADIAL ® LOT IN PLAT OF "EICHHOLTZ ADDITION" VOLUME 68, PAGE 71 (37) LOT IN VACATED STATE PLAT, VOLUME 41, PAGES 30-32 2� BLOCK IN VACATED PLAT OF "NORTH LAKE ADDITION TO EAST TACOMA" VOLUME 4, PAGE 69 < > RADIAL BEARING 0 SEE NOTE 2 ON SHEET 5 CONSULTING ENGINEERS L L C 33400 8TH AVE. S. i Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 EVERETT (425) 297-9900 www.esmcivii.com Civil Engineering Public Works Land Surveying Project Management Land Planning Landscape Architecture LINE TABLE LINE BEARING DISTANCE L1 N 18'45'48" W 22.94 L2 N 9'27'45" W 39.70 L3 N 1'20'22" E 55.75 L4 N 3'45'43" E 72.68 L5 N 10'25'46" E 11.32 L6 N 48' 15' 19" E 11.75 L7 N 77-49.43" E 39.94 L8 N 53'04' 1 1 " E 48.41 L9 N 46'26'50" E 55.80 L10 N 34'37'47" E 36.77 L11 N 23'34'42" E 42.30 L12 N 39'33'05" E 39.59 L13 N 32'30'39" E 38.89 LINE TABLE LINE BEARING DISTANCE L14 N 54'55'08" E 42.47 L15 N 49'07'49" E 44.27 L16 N 66'22'34" E 40.99 L17 N 71'51'04" E 40.69 L18 N 60'14'09" E 34.85 L19 N 66*02'13" E 49.80 L20 N 51'09'15" E 44.75 L21 N 87'46'05" E 39.03 L22 N 60'39'47" E 21.81 L23 N 76' 17'28" E 34.66 L24 N 5'51'42" E 45.47 L25 N 31'27'38" E 41.93 DRAWING NAME:\1886\001\016\SURVEY PLOTS\BLA3-11.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC IDWN C. A F./R.F.G. I DATE2017-09-19 I JOB 1886-001-016 CHKD. BY SCALE SHEET C. A. F. I 1 "=100' 1 11 0F 18 n RECORDING NO. VOL./PAGE CITY OF ederaWay -.,..� ENTIRE SCALE: 1 " = 100' CENTERLINE : RVE CU n=6RVE6" PORTION OF SW 1 /4 SE 1 /4 AND GOV. LOT 2 OF SECTION 16, AND BOUNDARY LINE ADJUSTMENT R=350.00' SEE LEGEND ON SHEET 11 OF 1 8 NE 1 /4 NW 1 /4, SE 1 /4 NW 1 /4, ALL 1 /4 OF NE 1 /4, NE 1 /4 SE 1 /4, NO. 17-100484-- SU L=397.43' NW 1 /4 SE 1 /4, AND NE 1 /4 SW 1 /4 OF SECTION 21, CITY OF FEDERAL WAY FOUND 1 3/4" BRASS ALL IN T. 21 N., R. 4 E., W.M. N E (R DISC WITH X, SET IN SEE SHEET 10 p FOUND 4" X 4" CONCRETE KING COUNTY, WASH I N GTON \3.1�45 NCASE CONCRETE DOWN 1.0' <Z> \ WITH MONU XE DOWN 0.3NT WITH ° IN CASE ASS DISC - ............ l... i........ _ .......... (SEPTEMBER 2015) POTENTIAL LANDSCAPE ............... - I .... ...�...... .� . ... OLYMPIC PIPE i. SEWER 85 AREA - NO EASEMENT (O UJ w I ( :(i� LINE EASEMENT 44 _ _ --� EASEME �u PROVIDED �- -_ . Q` P WETLAND HI- WETLAND HK-N I 3,,5 { 3) 44J 3 N M I (30) I Gj OF Q ,��o WE 0 4 2 v I °iI��.G�� G�� v P� cV�O 2(35) I /OS HK-S I �.� WETLAND HJ O ( ) w V Lo to OLYMPIC PIPE _ I� �_ vo 2 o't I 6 q�5 �cO 5 e I w w EXISTING LOT LINES " PARCEL K 1 : LINE EASEMENT (0 � Z v 3 G y P 00 � �•� I I "o ; TO BE EXTINGUISHED I Z N m z f 3� Q o PARCEL ,�? '�� J r`a Z �- (TYPICAL) I w 33 N 25'03'55" W (R) Gj' L i �r e ti' W z,` (A 57.6 R4 .1U c> I P`' r'S°' I I c? POWER EASEMENT 62 57.61' �R3� �- =� I 7.00 1 �r I > ,Zv cb n=14'44 42" 6 5 ( ) 57.80' ESM) J 30 WETLAND HA I I Q o �O (37 N 88'1511 " W lam' 65 Z �m a R=350.00' �� = w ), k —_— — — -- , , i i U �� 34. 17 N 1'44 38" E VICINITY OF GATE ?� (G)) TRUE PAINT OF L=90.07' '� ~ �' COMMENCEMENT �o FOR LOT 5 AND 16 CENTERLINE OF ROAD -1205, — — — — — — — — — — — I N > 30.06' SUBJECT ON o y ((1 t TO RESTRICTIONS N 88'15'22" W y �n 9 �D- 9a0 —-----------`—�'--'--'z 88'1543"w iloo.o2' -_-- �� S. 6TH STREET=.—�------- _,5. 5'21 202.05' �w t-3d --— — _ — — — — — — — — - N 88.1522" W 219.64' S. 336TH STREET S. 336TH N $8' 1 1'07" W r -�_-n=2'34'34" . C _ _ _ _ _ _ 940.15_ -�� — / / ) 169.87' 169.87 44.92' �STREET N 13'00'11" W o-"'=g206 6 RO L-17.94 -'� _ — — — (VACATED RIGHT OF WAY `0 , �,66 �� --- -- —� Z / / — — — — r01 (R) 49.00 T d kg F� \ \/ WETLAND Q — — m WITH NDX,2SETR IN CONCRETE, (n z r — \ SEWER / HG _ —� WATER EASEMENT 63 : cn V z `° 1 '' EASEMENT � DOWN 0.6', IN CASE FOUND 1 3/4" BRASS DISC WITH X, r r EXISTING LOT LINES I I (SEPTEMBER 2015) N 87'38 04 W J c,+ WETLAND WETLAND FX TO BE EXTINGUISHED SET IN CONCRETE DOWN 0.3' 139.26' / IN FK 85 (TYPICAL) BUILDING I IN CASE OR W WETLAND FL / r TRUE POINT N r- I / � cw N `, _ `� WATER EASEMENT3WETLAND �+ V) Q I I � I I • in I o OF BEGINNING // v HF 105 5 BUFFER I ( _ ;o vi // Z E CESS RIGHT 54 W u- I PARCEL U PARCEL T FOR LOT n=85'44'36" N OF WAY �y \ oI I I z z d ! 2 / R=25.00; o O \ W= I I n=69'01'16» 12 / L=37.41 0 , o WETLAND \ > c� I " I ❑ I 1 �• I cs+ s / // ! Fu \ PARCELS ` I ��, I N: o' R=600.00, o (� L=722.79 �✓ // / !! WETLAND - - - - I y� Q I 18 `N Lam-- METAL o N 7g•01, // FJ CO o I STORAGE 'b co 26 W / \ a WETLAND HE N > I I 0 UNITS W: gC�• �, \ to C�25'O0' ! WETLAND WITH N \\ r v o CI (TYPICAL N 150 ! / 60 WETLAND WETLAND HM i I AREA) BUFFER WETLANDS WITH Q \WETLAND HD N I !I w 40' WETLAND EASEMENT \ I I �• �u'� 9?9� �� I I o^ BUFFERS (TYPICAL. .` N I I I I PARCEL U \ �, cv UNLESS OTHERWISE 85 ' 090 �60/0/�OLYMPIC PIPE LINE EASEMENT o NOTED) WATER FEATURE WN z � / p WETLAND FV ' I PRIVATE ROAD `s0, ' I I (TYPICAL) I q n WETLAND FW ; I WATER o I I! I EASEMENT a I I I S. 338TH STREET I I I o•: 4$ -------- — (VACATED RIGHT OF WAY) Pv ' ...... &JJ 00 ry<0 I -- -- -- _N_88'1652"w 8 '`----- h`V� `' W NEW LOT LINE r — — — — — — —�—�, —. — • • ��/o> .` (TYPICAL) i I ,' I WATER EASEMENT�47 "` W INGRESS AND E!! I I I SQI EA EMENT OVERDRESS 81 69 o I l�POTENTIAL LANDSCAPE �..J I I P I EXISTING ROADS n=91'14'58" AREA - NO EASEMENT �,J o �FEER I / I 17 o ^ R=25.00' �O\ : W / ! PROVIDED �ry �p5 0 1, I i L=39.82' �� W LL II II I I �� PARCEL U I z 10 \J� W LLIz / � o ( I LOT 2 �� 6 (``., ( i CITY OF FEDERAL WAY BLA I r.zJ� ; �, NO. 16-102886-00-SU D Z / / `� I I w PARCEL V N ; I RECO D/NG NO. 20170210900007 y; o 0 ! I M T I �` I 1 I > NON = Z PRIVATE ROAD -i LOT 1 o ! ! (TYPICAL) i v I �.�, �, ( w I •: NO. 16-102886-00-SU ! ! PARCELS I I CITY OF FEDERAL WAY 8LA I / I PARCEL S ; �, 1 i e��``� I :D 0 I RECORDING NO. 2017021090000; iv C I z ► z 0 Z / h 0 A, fY I N p ;v1.0 W ! J v I z I I ` j , ... , .. , _ , .. DRAWING NAME:\ 1 886\001 \016\SURVEY PLOTS\BLA3-12.DWG ......... .I.....................................................................4 ................ ..................... ................ .. ... ... f. SEE SHEETS 14 AND 15 CONSULTING ENGINEERS L L C BOUNDARY LINE ADJUSTMENT Asj�r 33400 8TH AVE. S. ( ® I W7 IKO I PREPARED FOR Suite 205 0 o Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 FEDERAL WAY CAMPUS, LLC SCALE: 1 " = 1 00' — EYEREIT (425) 297-9900 o www.eS�'1'1CIVIl.001'1'1 DWN. BY DATE JOB NO. a�v C.A.F./R.F.G. 2017-10-19 1886-001-016 100 50 0 100 200 �� Civil Engineering Land Surveying Land Planning ANAL Public Works Project Management Landscape Architecture CHKD. BY SCALE SHEET r� C.A.F. 1"=100' 12 0F 18 `n CITY OF RECORDING N0. VOL./PAGE Federal Way SCALE: 1 " = 100' BOUNDARY LINE ADJUSTMENT PORTION OF SW 1/4 SE 1/4 AND GOV. LOT 2 OF SECTION 16, AND NO. 1 7-1 00484-- SU NE 1 /4 NW 1/4, SE 1/4 NW 1/4, ALL 1/4 OF NE 1/4, NE 1/4 SE 1/4, SEE LEGEND ON SHEET 11 OF 18 NW 1/4 SE 1/4, AND NE 1/4 SW 1/4 OF SECTION 21, CITY OF FEDERAL WAY ALL IN T. 21 N., R. 4 E., W.M. KING COUNTY, WASHINGTON SEE SHEET 11 ... .................. �... TELEPHONE EASEMENT z u,` (8 PARCEL C� v .... • L26 Ir L28 S MATCH LINE cn U 3N 88* 15 22 " W �, , 189.65' EXISTING LOT LINE \� N j 270�4533" W ( ) TTYpICALXTINGUISHED �\ � 44 TRUE POINT OF w Q PARCEL K 1 p0' auF��R ( ) BEGINNING FOR LOT 3 Q V LO N N o w� 231.39' _ N 88'15'22" W L31 EAST LINE OF THE WEST 00 a THE LOCATION OF THE OF SAID SHORELINE IS o WETLAND SHOWN FOR PROPERTY BOUNDARY PURPOSES, 112.5' OF LOT 43 ;t o (43) NOT FOR CRITICAL AREAS SHORELINE (SMA) BD (SOUTH) REGULATORY PURPOSES, AND HAS NOT BEEN ASPHALT ROAD WITH 30'' z (PUBLIC RIGHT OF WAY) VERIFIED BY THE CITY OF FEDERAL WAY. CONCRETE SIDEWALKS o - - N 88-15'22" W N 88'15'22" W 12 S. 336TH STREET 53.54' 45.65' 0-)N 88' 15'22" W 254.13' 16 r 15 00 4 - c�nn NORTHERLY LINE OF LOUISE'S NORTH LAKE TRACTS 21 22 N z N 88'15'22" W ¢ z FOUND 2" BRASS DISC a' q 179 94' 40' UJ z WITH X, SET IN CONCRETE, w ❑9 I :) L, Q FOUND 3.5" X 3.5" CONCRETE DOWN 0.6', IN CASE Z w v r MONUMENT WITH 1" BRASS DISC (SEPTEMBER 2015) 1N G 4 �j W z C° <r Q WITH PUNCH, STAMPED: "SECTION nnaTru I rni�^ v\Q\� v I Q� Q /- L40 (SEPTEMBERAB015)GROUND �y 00 = -3 o o L36 L41 O `t j n_ u- L42 PARCEL � O a. g�FFER L43 Ir POINT OF BEGINNING 2g 6 U w 10 o 00 L44 P�1 FOR LOT 4 (B) 'n n4 L45 I ya 40' 00 Q -• -ter. L46 of z w WETLAND 56\ 0 O f o� or, �6� � b BD (SOUTH) /� G o� ��1 ` z I `r N 44'36'39" E R / SOUTHEASTERLY LINE OF 0 W 6 Q 4 �� o, LOT 8 OF LOUISE'S NORTH Q �' �' �\>>•s� �C LAKE TRACTS z ` PARCEL Z ti� 26.3' WEYERHAEUSER WAY S. tj �/ �i� (AKA 32ND AVENUE S.) N 36.36 26 E (R) (PUBLIC RIGHT V CURVE TABLE CURVE I DELTA RADIUS LENGTH C1 41'57'03" 71.50 52.35 C2 20'57' 15" 1 1 1.50 40.78 03 11'39'25" 80.50 16.38 C4 41°22'35" 51.50 37.19 C5 5°03' 12" 386.50 34.09 C6 48'08' 1 1 " 600.00 504.08 C7 07°44'26" 600.00 81.06 C8 13°08'39" 600.00 137.64 W I 40 ttUJ �`s, N 34*11'00" E (� _ �R- �Fy N30'27'34" E (R) Q FOUND CONCRETE MONUMENT NEW LOT LINE \1, CLWITH 1/4" ( BRASS R PIN, 0 DOWN 1.0', (TYPICAL) _ _ doh• - - - / ) a=91_14'S8" -�`��S S62o�6\N`88'58'12" W S. 337TH _. (R) ROAD LINE, HELD FOR CENTERLINE OF N 27'20'14" W ROAD AND MONUMENTED EAST LINE R=25.00' A' a L=39.82' _ s9'• C)�94.05' STREET N 88'58'12" W 571.48' OF SECTION 21. N 46'05'53" E (R� - - - `\2`�2 �t�l 66'59'48" W w (PUBLIC RIGHT OF 92. C8 26.44' N 88'58' 12" W 179.86' TELEPHONE EASEMENT o 0 0 64 47 tiO/� 4 `��` N 74°30'53W (R)WATER EASEMEN� t N 1,4•�< N �4'1'6',39 N 7 C1 z W 6'39" ] 1„ VO'S86.80, .83' W yWATER EASEMENT: I 214•� O 48 Z, = a R=635.Q7' 36.5 N 0) PARCEL U ! nv L=67.64' I I N 10 = ASPHALT ROAD WITH wLn TO BE DEEDED TO THE CITY OF FEDERAL G CONCRETE SIDEWALKS I A=64'51'01" ^ WAY FOR RIGHT OF WAY PURPOSES MATCH LINE e I \� R=51.50' L=58.29' I v�� Z �\ RECORDING N0. N 59'51'54" E (R) � goo s U-1 o \� Ui < I 0 7 Z ,�62� o J \ I w w I A=75°30'48" = PARCEL V I Z O Ui R=350.00' I VACATED RIGHT OF WAY - I `r I I LOT 1 W > - Q = A=48'50'17" - � n v SEE KING COUNTY _ CITY OF FEDERAL WAY BLA ORDINANCE NO. 00328 AKA --+- ( I '- Q {-.- NO. 16-102886-00-SU �' w R=71.50" a c>' �• V-1353) DATED FEBRUARY 2, I 0 ¢ RECORDING N0, 20170210900007 I Cn i, L=60.95'o��, z 1970 AND RECORDED UNDER r7 � f .( RECORDING NO. 7111090451 I :...I ............ I.....................:.....................1............ , . I- ......... .5 .... .... . SEE SHEET 15 CONSULTING ENGINEERS L L C 100' WETLANDg BUFFER T w skl� 33400 8TH AVE. S. 10 140 'c� Suite 205 /� SCALE. 1 �� = 100� � 71 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 o www.esmcivii.com EVERETf (425) 297-9900 100 50 0 100 200 kE�44925 Vj0NAL�p, Civil Engineering Land Surveying I Land Planning t Public Works Project Management Landscape Architecture LINE TABLE L25 N 31'27'38" E 41.93 L26 N 6°59'46" W 9.75 L27 N 30'28'27" W 26.78 L28 N 81'56'14" E 36.24 L29 N 13'28'10" W 48.19 L30 N 35' 1 1 ' 19" W 51.65 L31 N 33° 14'08" E 3.41 L32 N 40*58'16" W 56.50 L33 N 31' 14' 14" W 37.90 L34 N 22'45'33" W 43.68 1-35 N 49'43'08" E 47.04 L36 N 23° 19'21 " W 27.53 L37 N 55'43'44" W 50.09 L38 N 61'14'41" E 30.91 1-39 N 76'59'37" E 37.31 L40 N 8'01'53" E 9.44 L41 N 59'36' 15" W 22.10 L42 N 61 `52'42" W 23.26 L43 N 10°08'31 " E 12.83 L44 N 31'00'53" E 16.83 L45 N 57'00'50" W 18.59 L46 N 80°59'24" W 36.70 DRAWING NAME:\ 1 886\00 1 \0 1 6\SURVEY PLOTS\BLA3-13.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2017-10-19 1886-001-016 CHKD. BY SCALE SHEET C. A. F. 1 "=100, 13 OF 18 RECORDING NO. VOL./PAGE n Federal Way BOUNDARY LINE ADJUSTMENT NO. 17--100484--SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON SEE LEGEND ON SHEET 11 OF 18 SEE SHEET 12 ................................ ............. ............ ................... ..I.i........ l.................................. o i � CO 0 i L0 "C`--- OLYMPIC PIPE Z LINE EASEMENT co �I � a Q / OLYMPIC PIPE LINE EASEMENT 87 r/ POTENTIAL LANDSCAPE AREA AS DESCRIBED BY 3 KING COUNTY ASSESSOR'S MAP o lsp> � w 0 W rn, 1 9 CA co T I i PARCEL 1 S ['—OLYMPIC PIPE LINE EASEMENT G �6.0 " 26" W / o 25.00' v NEW LOT L,NE 125' J N (TYPICAL) / O ` � W z , I J cr_ W Z W 4! ' D !� O (n co / S / ry O Z Z � ....................................... ( � MATCH LINE SEE SHEET 16 SCALE: 0•50 0 100 200 SCALE: 1 " = 100' PORTION OF SW 1 /4 SE 1 /4 AND GOV. LOT 2 OF SECTION 16, AND NE 1 /4 NW 1 /4, SE 1 /4 NW 1 /4, ALL 1 /4 OF NE 1 /4, NE 1 /4 SE 1 /4, NW 1 /4 SE 1 /4, AND NE 1 /4 SW 1 /4 OF SECTION 21, ALL IN T. 21 N., R. 4 E., W.M. --4-09 CONSULTING ENGINEERS LLC 33400 8TH AVE. S. (®�) Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 EVERETT (425) 297-9900 www.esmcivii.com DWN. BY DATE JOB NO. C.A.F./R.F.G. 2017-10-19 I 1886-00i-016 f Civil Engineering Land Surveying Land Planning Public Works Project Management. Landscape Architecture CHKD. BY C. A. F. L0 T W W W W !W V) MATCH LINE ✓EY PLOTS\BLA3-14.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC SCALE SHEET 1 1"=100' 14 OF t 8 RECORDING NO. VOL. /PAGE CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100484--SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON ........,...�.. 1 � WATER FEATURE ` 5 1_ 1 HEADQUARTERS BUILDING 5 STORIES, CONCRETE ADDRESS: 33663 WEYERHAEUSER WAY S FEDERAL WAY, WA 98003 d' I— w w ''_ vJ w w U) 1 SEWER EASEMENT S ` 1' 1 1 ................ ................... PARCEL I 17 SL — — — — — — PARCEL U QP tS SCALE: 1 " = 100' SEE LEGEND ON SHEET 11 OF 18 PORTION OF SW 1/4 SE 1/4 AND GOV. LOT 2 OF SECTION 16, AND NE 1/4 NW OF NE SEE SHEETS 12 AND 13 NW 1/4 SE 1/4, AND4, SE1 NE 11/41SW /4 OF/4, ALL4SEECTION 121, /4, NE 1/4 SE 1/4, ALL IN T. 21 N., R. 4 E., W.M. MATCH LINE <N 81'54'16" E> R=307.93' <N 84'24'31 " E> R=313.50; A=6'49'38" I WETLAND DQ R=313.50' (....... �. • ...........1............... .............I................ �.... , ....... ' L=37.36' I l 8 N 1'14'09" E CO 0 10 I I ❑ : 100' BUFFER I i Epp ' `2.06' ��G L _ - • _--------� L_----- >� N 2'52'14" E ---_ - N 88'4551 W , P-----�---- 45.58 Q S. 338TH STREET WETLAND EE 42.20' TRUE I OF BEG MINING 88'45'51 " FOR LOT 6 (VACATED RIGHT OF WAY) 80.00' —� --- ----- — — — — — — I I ��'l I I PARCEL V I �, o Nbo i I LOT 1 i E EP o n?oN I I CITY OF FEDERAL WAY SLA I -NLi I 1 w I I NO. 16-102886-00-SU I z I I I RECORDING NO. 201702109000071C'I I 1 OFF ASPHALT ROAD W I " I I ❑ �� I I; c",p O 80 o I I ( Z APPROXIMATE LOCATION OF Q 71 "- 15' X 15' TELEPHONE EASEMENT I I', J I I I ! WETLAND DR .. �3 } 16 LJU_I :D o I �� b cc 1 1 I 0 1 w I Q I ' I Lw .N o o'.. CY) I N¢ I � O� q I I 1 WETLAND ED > 0 I F� w N Fr Q ".. EXISTING LOT LINE TO BE EXTINGUISHED - ' I ; o <N76-07-46W> ¢ I I Q x I o I WETLAND EB M v 00 I _. M (TYPICAL) 1 I I / Y w ¢� ¢� r;h 1 I N 88'19'36" .Q M U O ys rn rn o 0 0 -------------J � �+ II I 729.07� > / W m �F- NN •v I I v I - --z' - w -- J L� - r _ I rl `^ w O < w w O—'----- ' SEWER S. 340TH STREET �� — — — — N Q w EASEMENT !�� I TRUE POINT OF `� o in z D d 7� (VACATED RIGHT OF WAY) I BEGINNING FOR o¢ z85NEW LOT LINE '(n Q — — — (TYPICAL) WETLAND EF LOT 7 o m 0 o 0 z = I I ;• •;M oa I I EXISTING LOT LINE EXTINGUISHEDLd > o PRIVATE 1 ' Q •�v '` UPON THE RECORDING OF THIS WETLAND DT ^ Q FE � ROAD I I ( BOUNDARY LINE ADJUSTMENT ; I = pi (TYPICAL) l• •� —�-- ___�_ N 88'45'51" Wa / ASPHALT ROAD WITH 00 ~¢ I N I I N 88'19:36" w 78235'fC7 fi j'� _ _ .103.0 _ _ CONCRETE SIDEWALKS NICATIONS > I I I I WETLAND BURIED COMMUEAS EASEMENT / ;r :o . I AN ' vl PARCEL U I ;•2 �h 1 Q\1 G EC SEWER EASEMENT o,LOT 2 CITY OF FEDERAL WA Y BL4 No. 1s-1 o288s-oo-su •I 12 I I �p _--- I f,- 0/ M w ��, PARCEL S I RECORDING NO. 20170210900007 I 1 1 - I- i 1 _// 1 10' z cc 1 i i TELEPHONE EASEMENT ----� I-..-_- I / 0 PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINE I J APPROXIMATE LOCATION I I 7 � w NOTE: FORMER EASEMENT PER RECORDING I; o I OF TELEPHONE EASEMENT PARCEL U z NO. 8010100959 WAS EXTINGUISHED BY RECORDING q I I I / / ^a`a U) D NO. 1990817001304 I 1 S I I I I I/ / I L VACATED RIGHT OF WAY - i i // ,�o 0 SEE I TY ORDINANCE NO. 0 328 (AKA 2, I // FOUND 2" IRON PIPE 00 I• 'v I I I RECORDING 1970 AND RNOORDED 090D45R FILLED WITH CONCRETE, — — — — — — — — — — — — �'------------j WITH DIMPLE, a — — — — — — — —� p^ DOWN 0.4', IN CASE S. 342ND STREET cv (SEPTEMBER 2015) (VACATED RIGHT OF WAY BUFFER I 1 ��ti rn ON LINE, HELD FOR 1- 4, CENTERLINE OF ROAD 1 / �. DRAWING NAME:\1886\001\016\SURVEY PLOTS\BLA3-15.DWG ................................... .......... .. ..... .... .. ... .... ... .. ........... SEE SHEET 17\_ CONSULTING ENGINEERS L L C BOUNDARY LINE ADJUSTMENT MATCH LINE RYLT- .,, I ® I ZA& I I SCALE: 1" = 100' 100 50 0 100 200 33400 8TH AVM. 14W PREPARED FOR Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 FEDERAL WAY CAMPUS, LLC EVERETt (425) 297-9900 www.esmcivil.COt11 DWN. BY DATE JOB NO. Civil Engineering Land Surveying Land Planning C.A.F./R.F.G. 2017-10-19 1886-001-016 Public Works Project Management Landscape Architecture CHKD. BY SCALE SHEET C.A.F. 1"=100' 15 0F 18 RECORDING NO. VOL./PAGE CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100484—SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON � o Z <r EAST -WEST CENTERLINE OF SECTION 170 SEE LEGEND ON SHEET 11 OF 18 SEE SHEET 14 ........... ............................................................... I MATCH LINE �W ) NEW LOT LINE �c°'i, (TYPICAL) J Oo 0 M/ 9 __J z/ PARCEL S I N (� O '"`-•-•OLYMPIC PIPE LINE EASEMENT 87 N Q / a o w � Q ! N Q SCALE: 1 " = 1 oo' PORTION OF SW 1 /4 SE 1 /4 AND GOV. LOT 2 OF SECTION 16, AND NE 1 /4 NW 1 /4, SE 1 /4 NW 1 /4, ALL 1 /4 OF NE 1 /4, NE 1 /4 SE 1 /4, NW 1 /4 SE 1 /4, AND NE 1 /4 SW 1 /4 OF SECTION 21, ALL IN T. 21 N.. R. 4 E.. W.M. MATCH LINE PARCEL S --------- 60' BUFFER WETLAND GY BUILDINGS 0 VACATED RIGHT OF WAY a (TYPICAL) z CONTAINS WATER, POWER, GAS TO EXISTING EXTINGUISHED LINE HEQ AND TELEPHONE LINES -}+-- EXCESS RIGHT OF WAY 54 (TYPICAL) ;_— I------------__.__------ -- -- --- � 10' POWER EASEMENT / o I 68 WATER EASEMENT J r= w � 68 WATER EASEMENT w 0 w z i LU w c.� _ BUILDING 0 Z 0 z WETLANDS WITH 40' WETLAND r-- BUFFERS (TYPICAL, UNLESS OTHERWISE NOTED) , 9 WETLAND HS ❑ PARCEL W \'�o,o ......................................... \.. \.. .. ....._\....... ................. SEE SHEET 18 SCALE: 1 " = 100' 100 50 0 100 200 MATCH LINE GREENHOUSES (TYPICAL FOR THIS AREA) 1713.07' S. 344TH STREET (VACATED RIGHT —OF WAY) — - — — — — — — _ — N 88'22'>7" W 2375. 10' ----------------- 60' `r PRIVATE ROAD �p N6BUFFER (TYPICAL) Q�P� N 62' 17'41 " W 4,60.4812" R=285.00' 14.37' 60' BUFFER : NEW LOT LINE (TYPICAL) 165' BUFFER ' J 4e rss a� DRAWING NAME:\ 1 886\00 1 \0 1 6\SURVEY PLOTS\BLA3-16.DWG :,. CONSULTING ENGINEERS L L C BOUNDARY LINE ADJUSTMENT • ( ® I I 33400 8TH AVE. S.01 PREPARED FOR Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 FEDERAL WAY CAMPUS, LLC EVERETf (425) 297-9900 www.esmcivii.com DWN. BY DATE JOB NO. Civil Engineering Land Surveying Land Planning C.A.F./R.F.G. 2017-10-19 1886-001-016 Public Works Project Management Landscape Architecture CHKD. BY SCALE SHEET C.A.F. 1"=100, 16 OF 18 � LT r UJ W or w W r�W VJ n CITY OF RECORDING N0. VOL./PAGE ,�.. Federal Way SCALE: t" _goo' BOUNDARY LINE ADJUSTMENT NO. 17-100484-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON 11.1 T w W L Cn WETLAND GY WITH -��- 60' WETLAND BUFFER EXISTING LOT LINE TO BE EXTINGUISHED (TYPICAL) f VACATED S. 344TH STREET - KING COUNTY ORDINANCE NO. i DATED MAY 29, 1984 AND REC UNDER RECORDING NO. 840718 (THIS PORTION AKA V-1486) w z J U F- Q PRESCRIPTIVE EXISTING GAS EASEMENT PEI NO. 80101009 BY RECORDIN( 1b 6 ti y0 g I� IM EXISTING LOT LINE TO BE EXTINGUISHED (TYPICAL) 63 SEE LEGEND ON SHEET 11 OF 18 SEE SHEET 15 MATCH LINE wU_ _ .:.L.. z .0............................................................................. ............+ :.y... C� Q I VACATED RIGHT OF WAY-----,I�N Ell r.,F_ I / w ( - SEE KING COUNTY ; o a0 I=- ��, I N 3 i WETLAND DP / ORDINANCE N0. 00328 I: a _ _ _ ••/ !� Z I (AKA V-1353) DATED N Q( V I D 0 76 BURIED COMMUNICATIONS / w = FEBRUARY 2, 1970 (: ice. �f PARCEL U \ ` EASEMENT / �O Q I AND RECORDED UNDER LOT 2 I > ; AND RECORDING NO. I ,Q 77 SEWER EASEMENT / / I: I CITY OF FEDERAL WAY BLA / nw I 71 11090451 j� �j I = o I / �S• 00 Q is ; q I NO. 16-102886-00—SU w / Q r,-1 I M N ,,i RECORDING NO. 20170210900007, o `,< %!✓ / SCALE: 1 " = 100' 100 50 0 100 200 CONTOUR INTERVAL = 5' PORTION OF SW 1 /4 SE 1 /4 AND GOV. LOT 2 OF SECTION 16, AND NE 1 /4 NW 1 /4, SE 1 /4 NW 1 /4, ALL 1 /4 OF NE 1 /4, NE 1 /4 SE 1 /4, NW 1 /4 SE 1 /4, AND NE 1 /4 SW 1 /4 OF SECTION 21, ALL IN T. 21 N.. R. 4 E., W.M. .......... /...... .................:. -TELEPHONE EASEMENT CONSULTING ENGINEERS L L C .3m 33400 8TH AVE. S. (®(10 Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETf (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture FOUND 2" IRON PIPE FILLED WITH CONCRETE, WITH DIMPLE, DOWN 0.4', IN CASE (SEPTEMBER 2015) HELD FOR CENTERLINE OF ROAD AND SECTION LINE. w '� Ce w M^ 0 V) C� ry rnM 00 NN wW UJ0En :D z 0o� ozZ L ND 3" BRASS DISC WITH CH, SET IN CONCRETE, fN 2.5', 1N CASE 'TEMBER 2015) dT OF COMMENCEMENT LOTS 6, 7 AN D 8 ID 2" IRON PIPE FILLED CONCRETE, WITH NAIL, N 0.4', IN CASE 'OBER 2015) LINE, HELD FOR FERLINE OF ROAD ,BLA3-17.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC IDWN.CBYF./R.F.G. I DATE2017-10-19 1 JOB 1886-001-016 CHKD. BY SCALE SHEET C.A.F. 1"=100' 17 0F 18 RECORDING NO. CITY OF V:t*�L Federal Way BOUNDARY LINE ADJUSTMENT NO. 17-100484--SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON CO r.�^ tQ o co w ;n Z 572.58' (ESM) 572.63' (R1) n SEE LEGEND ON SHEET 11 OF 18 SEE SHEET 16 SCALE: 1 " = 1 oo' VOL./PAGE PORTION OF SW 1 /4 SE 1 /4 AND GOV. LOT 2 OF SECTION 16, AND NE 1 /4 NW 1 /4, SE 1 /4 NW 1 /4, ALL 1 /4 OF NE 1 /4, NE 1 /4 SE 1 /4 21 NW 1 /4 SE 1 /4, AND NE 1 /4 SW 1 /4 OF SECTION 21, ALL IN T. 21 N., R. 4 E., W.M. MATCH LINE t............I.................. „_-.- :......................................................................................................� .......... \\\ OLYMPIC PIPE LINE EASEMENT 86 r) O 50 STORM DRAINAGE EASEMENT 7, \ w / N N �O / ,• o \ 14: U� / 0 $ \ C14 (N N N �0, \ W W 00 \ o 0 \zz (R1)=(ESM) SPIRAL CURVE a=1 0=4'30'00" Ls=3.0 276.58' (ESM) 276.55' (R 1) FOUND 4" X 4" CONCRETE MONUMENT WITH BRASS PIN, NO PUNCH (SEPTEMBER 2015) SCALE: 1 " = 100' 100 50 0 100 200 CONTOUR INTERVAL = 5' r-- - , N 8p•56 23 -------- 823.28' - --------------- ------------------ \ 546.70 (ESM) ---------------- 546.73' (R1) 28 I (99• 6'Sss,, ty V) w M rn N L0 N CONSULTING ENGINEERS L L C . ��) 33400 8TH AVE. S. G Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture Lp�P Q DRAWING NAME:\ 1 886\00 1 \0 1 6\SURVEY PLOTS\BLA3-18.DWG BOUNDARY LINE ADJUSTMENT PREPARED FOR FEDERAL WAY CAMPUS, LLC j DWN.0 A.F./R.F.G. I DATE2017-10-19 1 JOB 1886-001-016 CHKD. BY SCALE SHEET C. A. F. 1 "=100' 18 0F 18