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HomeMy WebLinkAboutMISCLn co N 4 u) M ys P M n LL o E � o 0 C io la 4 `o a M x a ry m3 o 10 ci a n "I � I ; I' Group Mackenzie, Incorporated Architecture . 'nte ricrs May 16, 2012 (Revised May 24, 2012) City of Renton Attention: Ameta Henninger 1055 S. Grady Way Renton, WA 98055 Re: Fred Meyer Fuel Facility - Renton Preliminary Traffic Information and Scoping Project Number 2120206.00 Dear Ms. Henninger: Nr), - 1 21.11; Group Mackenzie has prepared this letter to provide trip generation and distribution assumptions for the proposed Fred Meyer fuel facility, to address requirements for a traffic study and to address on-site queuing. The proposed fuel facility will be located in the northeast corner of the existing Fred Meyer store parking lot, replacing an existing retail building with a Blockbuster Video and Terero's restaurant as the most recent tenants. The fuel facility will include nine pumps providing 18 fueling positions and an attendant's kiosk. Access will be provided from an existing driveway on Rainier Avenue, and through the Fred Meyer parking lot, which has a number of driveways including a signal on Rainier Avenue adjacent to the site. We understand a median will be installed with the planned improvements on Rainier Avenue, which will limit the site driveway to right turns. Both the current use of the property as a .retail building and the proposed use as a fuel facility are allowed uses under the current property zoning. TRIP GENERATION Trip generation estimates have been prepared for both the proposed Fred Meyer fuel facility and the existing building's uses using rates in the Institute of Transportation Engineers' (ITE) Trip Generation, 81'' Edition as well as trip surveys for Fred Meyer fuel facilities. structural Total Trips Engineering Total trips are simply the number of vehicle trips to the fuel facility and consist of internal, cJr, Engineering pass -by, diverted linked and primary trips. Land Use Planning Transportation I Plenring ! Internal Trips Landseare., In retail development such as a Fred Meyer shopping center, many customers take advantage of Architecture the multiple services and retailers at the site in a single trip. These are known as internal or shared trips. Surveys included in the ITE Trip Generation Handbook indicate typical shared trip t o CatiQns: ca ti s: percentages between retail uses are 20%. This 20% internal trip rate is applied for the uses at the Po o existingbuilding. seattln, Washinc�tpn Vancouver, Washington 1� I H:`,Projec1s12120206001,WT,LTRV 20516-PreliminaryTraffic Information-REV.doc City of Renton Fred Meyer Fuel Facility - Renton Project Number 2120206.00 May 16, 2012 (Revised May 24, 2012) Page 2 Surveys conducted at Fred Meyer stores in 2012 indicate a 38% shared trip rate during the PM j peak hour. Sales data for all Fred Meyer -branded fuel facilities indicate 89% of all fuel customers use a Rewards Card for a fuel price discount, with 70% of customers receiving the larger 10- to 15 -cent discount, and 19% receiving the 3 -cent discount. This means 70% of the fuel purchases are made by customers also spending a minimum amount at Fred Meyer stores. The 38% shared trips from the surveys are supported by this data. Pass -By Trips Pass -by trips are those trips to the site that are already driving by on the adjacent roadways. These trips do not increase the total traffic volumes on the roadways, but do add to turning { movement volumes at the site accesses. A pass -by trip to other uses at the site that also stops at the fuel facility is considered an internal trip. The ITE Trip Generation Handbook indicates average PM peak hour pass -by trip percentages of 52% for fuel facilities, 34% for retail (used j for the video store), and 43% restaurants. Diverted Linked Trips Diverted linked trips are from vehicles already traveling in the area, but not on the streets immediately adjacent to the site, and which change their direction to get to the site. The site has frontage only on Rainier Avenue, so diverted linked trips are assumed to come from nearby roadways, such as Sunset Boulevard/3rd Avenue to the north and I-405 and Grady Way to the south. The ITE Trip Generation Handbook indicates average PM peak hour diverted link trip percentages of 34% for fuel facilities, and 26% for retail (used for the video store) and restaurants. Primary Trips Primary trips are vehicle trips that have the site as their primary destination. These are the external trips remaining after accounting for shared, pass -by and diverted linked trips. Proposed Use The following table presents the anticipated 18 -position Fred Meyer fuel facility trip generation { during the weekday PM peak hour. TABLE 1 - FUELING FACILITY TRIP GENERATION Land Use (ITE Code) Weekday PM Peak Hour Enter Exit Total Gasoline/Service Station 944 125 125 250 Internal Capture 38% (47) (48) (95) Total External Tris 78 77 155 Pass -By Trips (52%) _ 47 (40) 81� Diverted Tris (34%) (26) (27) (53) Primary Tris 11 1 10 21 H;',,Projects',1212020600',,WPILTR\I20516-Preliminary Traffic Information-REV.doc City of Renton Fred Meyer Fuel Facility - Renton Project Number 2120206.00 May 16, 2012 (Revised May 24, 2012) Page 3 The proposed fuel facility is anticipated to generate 21 primary trips during the PM peak hour. Prior Use The site currently has a 10,948 SF building, with the most recent tenants being a 5,504 SF Blockbuster video store and a 5,444 SF. Trip generation for these uses was estimated using ITE trip rates (Video Rental Store - Land Use Code 896 and High Turn Over Restaurant - Land Use Code 932). Trip generation for the prior uses is presented in the following table. TABLE 2 - PRIOR USES TRIP GENERATION Land Use (ITE Code) Weekday PM Peak Hour Enter Exit Total Video Rental Store 896 31 36 67 Internal Capture (20% Pass -8 34%) 6 9 7 10 13 19 Diverted Linked (26%) 6 8 14 Primary Tris 10 11 21 Hi h Turn Over Restaurant (932) 36 25 61 Internal Capture (20%) Pass -By (43%) - 7 12 5 9 12 27 Diverted Linked (26%) 8 5 13 Primary Tris 9 6 32 Total Primary Tris 19 17 36 As presented in the previous table, estimated trip generation is 36 PM peak hour primary trips. This is higher than the 21 PM peak hour primary trips anticipated for the proposed fuel facility, indicating less impact on the surrounding street system during the PM peak hour. TRIP DISTRIBUTION Trip distribution will be addressed differently for pass -by, diverted/] inked, and primary trips. The distribution for pass -by trips is estimated as follows: • 50% from the south on Rainier Avenue • 50% from the north on Rainier Avenue The distribution for diverted trips is estimated as follows: • 40% from roadways south of the site • 20% from roadways north of the site • 20% from the east on 3rd Street • 20% from the west on Sunset Boulevard H:'rProjects1212020600',,W'P1LTR1120516-Preliminary Traffic Information-REV.doe City of Renton Fred Meyer Fuel Facility - Renton Project Number 2120206.00 May 16, 2012 (Revised May 24, 2012) Page 4 The distribution for primary trips is estimated as follows: • 55% to and from the south on Rainier Avenue • 45% to and from the north on Rainier Avenue The attached figures present the proposed trip distributions and assignments. TRANSPORTATION IMPACT ANALYSIS (TIA) REQUIREMENTS The City of Renton Guidelines _far Transportation Impact Analysis for New Development (Guidelines) states that a "traffic impact analysis is required when estimated vehicular traffic generated from a proposed development exceeds 20 vehicles per hour in either the AM (6:00 - 9:00) or PM (3:00 —6:00) peak periods." Based on trip generation presented in Table 2 and Table 3, the proposed development is anticipated to reduce the new trips to and from the site compared to the prior uses. Additionally, the Guidelines state that the "study area should include all roadways and intersections that would experience a 5% increase in peak hour traffic volumes as a result of the proposed development..." An assessment of the added trips at nearby intersection has been prepared based on the trip generation and distribution noted above. The net additional trips at adjacent intersections would/not reach the 5% threshold. The largest net impact is at the Rainicr/3`d Place/Fred Meyer intersection with 13 additional PM peak hour trips. With the existing daily volume on Rainier Avenue at 39,000 vehicles, a 5% impact would be approximately 200 peak hour trips. QUEUING The proposed site plan provides for queuing of two vehicles behind each row of dispensers plus an area to circulate. At the east end of the canopy, along Rainier Avenue, 65 ft is provided for the queuing and circulation, allowing 50 ft for two vehicles and a minimum of 15 ft for circulation. At the west end of the canopy, 72 ft is provided to the adjacent drive aisle. See the attached detailed and queuing site plans. In total, the site as proposed can simultaneously fuel 18 vehicles while also providing sufficient area to queue up to 20 vehicles on either side of the canopy. The capacity is nearly double that of early Fred Meyer fuel facilities which typically had 10 fueling positions, and significantly greater than other accessory fuel facilities, some of which have as few as four dispensers providing 8 fueling locations, and limited queuing area for only one additional vehicle behind the canopy. Given the high capacity of the proposed fuel facility with 18 fueling positions and storage area for queued vehicles, it is unlikely traffic would ever back up onto Rainier Avenue.. A total of 36 right turns are anticipated during the peak hour with the fuel facility, compared with an estimated 26 right turns with the prior uses. Circulation onto the site will be improved over existing conditions_ A landscape island is located at the end of the parking row of the existing H:',.Projects12 120206041wPILTR%120516-Preliminary Traffic Information-REV.doc City of Renton Fred Meyer Fuel Facility - Renton Project Number 2120206.00 May 16, 2012 (Revised May 24, 2012) Page 5 parking lot (see attached demo plan), providing only 35 ft from Rainier Avenue and a 15 ft driveway throat. Even with two vehicles queued at the fuel facility, 45-55 ft will be available from the back of queue to the curb line on Rainier Avenue, and the driveway throat will be increased to 25 ft. SUMMARY Compared with the prior site uses, the proposed 18 -position Fred Meyer fuel facility will generate fewer new trips on the surrounding roadways and only increase peak hour trips by 13 or fewer on the adjacent intersections. Based on this limited impact, we request the need for a Traffic Impact Analysis be waived. Further, planned improvements along Rainier Avenue begin this month. We assume analysis of traffic conditions was prepared for this roadway project and the preliminary plans indicate the I, site driveway will be limited to right turns by a median. The proposed site plan allows for simultaneous fueling of 18 vehicles and queuing of up to 20 vehicles on each side of the canopy, while still providing 15 ft or more for traffic circulation_ Given this capacity, and improved circulation over existing conditions, it is unlikely traffic would ever back up onto Rainer Avenue. Please contact us if you have any questions or need additional information. Sincerely, y 1 � Brent A rend, PE Senior Associate I Traffic Engineer Enclosures: Site Plans Trip Assignment Figures c: RocaIe Timmens -- City of Renton James Coombes — Fred Meyer Bob McNeil — Barghausen Consulting Engineers LI:1Projectsi2120206001 P\LTR1120516-Preliminary'fraffic Information-REV.doc z IL 0 W Q n' :.o ?lr.7iti !,., Li", rriiw l„ii`,,;L]il•\ Cr.., -i �i� g Z �+ziy ���N9aNs`yav� �Z�U3 z� o °w g+ s H doi W W LL 0 U) j Z LL ❑ ((n I �b. 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WASHINGTON FIGURE 1A 1 CD co a 5— 22 -5 LnLoLn 1� O FRED MEYER DIVERTED/LINKED TRIPS WEEKDAY PM PEAK HOUR ENTER = 26 EXIT = 27 o -0 11� 16� -0 0 � ( 36 _— 0 1 I It 0 0 ME aroma 0— 0 O�21 } �0 rf UD a TOTAL = 53 G RIO U P DATE: 05-16.12 DRAWN BY: ,JRB FRED MEYER DIVERTED/LINKED TFIP DISTRIBUTION AND ASSIGNMENT FIGURE Portland OR Vancouver WA Seattle WA CHECKED BY: BTA WEEKDAY PM PEAK HOUR 1B 588.224).9588 38A.095.7879 240.749.9693 SOB No: FRED MEYER RENTON FUEL FACILITY T3UUI 41.rKEHLiE 201r A_, 2 N'S �CSCR�'Ep ry �l1�AG•oo -HESE C•RANIRCS ARE ThE FROFERTT OE C�OLP UA CK=Nt:E AAP AFE Wj i0 9E CG:^, RA INGS h E f•. IN RDP RTT 0- RUL M1.i' P -N W41 A PF NOT 70 h• L ll IJ CJ 1 RENTON. WASHINGTON NOT TO SCAT F F FRED MEYER PASS—BY TRIPS WEEKDAY PM PEAK HOUR ENTER = 41 EXIT = 40 TOTAL = 81 G R DATE: 05.16.12 FRED MEYER PASS --BY TRIP FIGURE A C K E N Z I E DRAM BY: ARB DISTRIBUTION AND ASSIGNMENT Portland OR Vancouver WA Seattle WA CHECKED BY: BTA WEEKDAY PM PEAK HOUR ic 503.224.9530 380.805.7878 20®.749.9993 SOB NO: FRED MEYER RENTON FUEL FACIL[TY 20 2 7: C5 3ESER4EP 4'I"'I I'IE E, 1H ]H} 'AN NI" E CAij- UA CNEN 2:E ANU ARE AGf "0 BE iH ESE RRA NW LrJ 2120206-00 RENTON WASHINGTON IR DU VSEU OR RE RR UUV CEJ '.k ANY 410.N YE 3. WllH ql PiIG3 h41r- N Fi:,W ,iWN X NOT -0 SCALE JO�O 7 � \ a—' `—o --3- 2i �-3 6� t �6 I co q co GR 1 17 A C z Cc Portland OR Vancouver WA Seattle WA 503.224,9630 380.505.7878 208.748.9693 © GRIllP MACKEN71E 2012 ALL Rira'S RESERVED 'NESE DRAMNGS ARE TFIE �RDDERr- 9" GROUP MACKWI FNU ARE KOT "0 BE U5E] OR RE'R06UOE] '.N ANY MANNE;, WAHOU1 PRIOR YPIE -N PERMISSION PRIOR USE TOTAL TRIPS WEEKDAY PM PEAK HOUR ENTER = 19 EXIT = 17 TOTAL = 36 DATE: 05-16.12 DRAWN BY; ,JRB CHECKED BY: BTA JOB NO: 2120206.00 PRIOR USE TOTAL TRIP ASSIGNMENT WEEKDAY PM PEAK HOUR FRED MEYER RENTON FUEL FACILITY FIGURE 2 ,1 N0 10 SCALL m 0-�r `--0 0- --a r7 N r7 PRIOR USE PRIMARY TRIPS WEEKDAY PM PEAK HOUR ENTER - 19 EXIT = 17 e rn 0 0 8 '-0 0 (Zj)- 0 0--,�/ �0 � 0 0 0_-., I '-0 0- 9 -0 3 I UD�o TOTAL = 36 G R,O U P DATE. 05,1 6.12 PRIOR USE PRIMARY TRIP DRAB, BY: ABB DISTRIBUTION AND ASSIGNMENT FIGURE A C K E N Z_J� CHECKED BY: BTA WEEKDAY PM PEAK HOUR Q Portland OR Vancouver WA Seattle WA 503.224.9580 380.695.7879 208.749.9993 JOB No: FRED MEYER RENTON FUEL FACILITY {3 �I 2:'2 AL'_ 466 �S ren rl06.00 RE 1U RL P[RIE PROPEP.-Y !lf jPJJP 4AVIfEN27E 0.NN NAC NO" 3E '!IE_d GA ARE 11 2]EE AND .L. LVLV V 21 RENTON WASHINGTON RTrItI I I L`�tV 01t in P�lVI)J CF L' IN AY" IIA YkEF. W11M 0'Ji Pft]Oft IVftITTEN PEAlIIS50N i NOT TO SCALE L O N O 100 0 -3: � 3 3 PRIOR USE DIVERTED%LINKED TRIPS WEEKDAY PM PEAK HOUR ENTER = 14 FYTT — 1 I V I IA L- = L I C m Joa7o i I 0 — I0ims 0 0---,R t� w-0 1 I N O O V 0—' 01— o 2~ G R XU P DATE: 05.16.1 2 PRIOR USE DIVERTED11-1NICED TRIP DRAWN BY: JRB DISTRIBUTION AND ASSIGNMENT FIGURE A C K E N 71 E CHECKED BY_ BTA WEEKDAY PM PEAK HOUR 2B Portland OA Vancouver WA Seattle WA 503.224.®550 380.595.7878 20®.748.9993 JOB Na: FRED MEYER RENTON MEL FACILITY f� UACv[71E RICK AND RE 7H14� cr OJAll ZIE irE SE oOR REPR DR= ,NE =ANY MA of GFOJP 11 PH;DZIE ITI ARE RMf I✓:. �E JE�U OR REPROt)U CEJ �N ANY AI4N N{'R, W'. 1110111 PK�OR 'kRI 71CM1 PERM ISSION 2120206.00 RENTON WASHINGTON f,OT -0 SCALE o 0 o 1 C) --'f '*-0 0— 0 _0 a ,r0 � � f 000 PRIOR USE PASS—BY TRIPS WEEKDAY PM PEAK HOUR ENTER = 21 EXIT = 19 TOTAL = 40 C 00�— 0 oIa 0�'�� 0--1 } —4 3�R�t�f�0 1 I ! mo0o D I G R DATE: 05.16.12 PRIOR USE PASS—BY TRIP FIGURE MAC K E N Z I E GRAM Rr. ARB DISTRIBUTION AND ASSIGNMENT Portland OR Vancouver WA Sealtle WA CHECKED BY: BTA WEEKDAY PM PEAK HOUR 2 C 503.224.9530 380.895.7879 205149.9893 --- --- --- JOB Na: FRED MEYER RENTON FUEL FACILr Y QC GRpILR uACYEN CIL '1 R1E ALL RIrM'S RESERVED 2120206.00 "HES, GRAWIA'GS ARE THE PR'JPERT" U OROOP WACK:NLl ANO A;E fi Or "0 BE S ON WASHINGTON LSE] OR ?E'UIII_EQ IN ANY VkNNE3, WIiHOJI PPIOR NRJT'_N KRWI5i]ON TECHNICAL INFORMATION REPORT Fred Meyer Fuel Center - #459 Renton Center 431 Rainier Avenue South Renton, Washington Prepared for: The Kroger Co. E `HA��ir 3800 S.E. 22nd Avenue }OV NVA Portland, OR 97202 w ,I 42.779 � �> October 19, 2012 Our Job No. 13245 &NAS � S .. CIVIL ENGINEERING, LAND PLANNING, SURVEYING m !. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 259-6222 (425) 251-8782 FAX u BRANCHOFFICES ♦ OLYMPIA, INA ♦ TACOMA, WA ♦ CONCORD, CA ♦ TEMECULA, CA .` yx www.barghausen.com Hp ENG3t4 TABLE OF CONTENTS 1.0 PROJECT OVERVIEW Figure 1 — Technical Information Report (TIR) Worksheet Figure 2 — Vicinity Map Figure 3 — Drainage Basins, Subbasins, and Site Characteristics Figure 4 — Soils Map 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 2.1 Analysis of the Eight Care Requirements 2.2 Analysis of the Six Special Requirements 3.0 OFF-SITE ANALYSIS 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN A. Existing Site Hydrology B. Developed Site Hydrology C. Performance Standards D. Flow Control System E. Water Quality System 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 6.0 SPECIAL REPORTS AND STUDIES 7.0 OTHER PERMITS 8.0 CSWPPP ANALYSIS AND DESIGN 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 10.0 OPERATION AND MAINTENANCE MANUAL 13245.002.doc 1.0 PROJECT OVERVIEW The proposed Fred Meyer Fueling Facility project is a 1.13 acre site located within a portion of the Southeast quarter of Section 18, Township 23 North, Range 5 East, Willamette Meridian, King County, Washington. More specifically, the site is located at the southwest corner of Renton Center Way and Rainier Avenue South in Renton, Washington. The enclosed Figure 2 — Vicinity Map, depicts the approximate location of the proposed site. The site requires full drainage review per the City of Renton Amendments to the 2009 King County Surface Water Design Manual. The site is currently a shopping center. The existing building was constructed in 1964 and the site is fully developed. The existing parking lot tends to slope to the north to the existing catch basins onsite. There is an existing masonry building onsite that will be demolished. Because this site was developed prior to May 1979, the storm runoff calculations are based on existing conditions rather than historic conditions. This site is currently fully developed. The site is located in the Peak Flow Control Area. The proposal for this project will not cause an increase in runoff of more than 0.1 cfs in the 100 -year storm event, therefore no flow control is required for this site. There are no wetlands located on this project site and no road improvements to adjacent streets are required. The northern boundary of the project site is formed by Renton Center Way. Existing commercial developments are to the south and west and Rainier Avenue South forms the eastern property boundary. The proposal for this development is to construct a new fueling facility on the site with 9 fuel dispensing islands, a canopy and a kiosk with a restroom. Elevations on the site range from 30.5 at the northeast corner down to 27.2 at the southwest corner of the project site. This developed site currently contributes runoff west to the overall Fred Meyer development and will continue to discharge to the existing conveyance system. 13245.002.doo Figure 1 TIR Worksheet KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner : er,(.'_D Phone J Address 3R406 g4'�F_ 224d _ #4V --<e P0,01 M972d2 Project Engineer cl&SV7 G• iUh�C. Companyt 611 b' Phone �{ 5 - 251- 2 2 Part 3 TYPE OF PERMIT APPLICATION ❑ Landuse Services Subdivison I Short Subd. I UPD Z Build' ices MIF ommerical SFR Clearing and Grading Right -of -Way Use ❑ Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name rfil afel- DDES Permit # Location Township Range Section C Site Address &Z 'lag G --02-0 Part 4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ Shoreline ❑ COE 404 Management ❑ DOE Dam Safety ❑ Structural RockeryNaultl L3 FEMA Floodplain Li ESA Section 7 LJ COE Wetlands ❑ Other Part 5 PLAN AND REPORT INFORMATION Technical Information Report Site Improvement Plan (Engr. Plans} Type of Drainage Review (L{> Targeted I Type (circle one): SD Modified 1 (circle): Large Site Small Site Date (include revision Date (include revision dates): dates): Date of Final: Date of Final: 2009 Surface Water Design Manual 1 1/9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part l MONITORING REQUIREMENTS Monitoring Required: Yes Nv Describe: Start Date: Completion Date: Part 8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan : 6rLmidL! Special District Overlays: Drainage Basin: 61&Ck &fA VWL1.Mf Stormwater Requirements: Part 9 ONSITE AND ADJACENT SENSITIVE AREAS ❑ River/Stream ❑ Steep Slope ❑ Lake ❑ Erosion Hazard ❑ Wetlands ❑ Landslide Hazard ❑ Closed Depression ❑ Coal Mine Hazard ❑ Floodplain A Seismic Hazard �'hvrr 0 Other 10--qf ul l heed d cow Na—leQn� ❑ Habitat Protection Part 10 SOILS Slopes 1-3% ❑ High Groundwater Table (within 5 feet) IWW'5 ❑ Sole Source Aquifer ❑ Other ❑ SeepslSprings ❑ Additional Sheets Attached Erosion Potential 2009 Swface Water Design Manual 2 1/9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 11 DRAINAGE DESIGN LIMITATIONS REFERENCE ❑ Core 2 — Offsite Analysis ❑ Sensitive/Critical Areas ❑ SEPA ❑ Other ❑ 1 ❑ Additional Sheets Attached LIMITATION / SITE CONSTRAINT Part 12 TIR SUMMARY SHEET(provide one TIR Summary Sheet per Threshold Discharge Area Threshold Discharge Area: name or description) Core Requirements (all 8 apply) Discharge at Natural Location Number of Natural Discharge Locations: Offsite Analysis Level: 1 1 2 1 3 dated: — Gex� km Flow Control Level: 1 / 2 P 3 or Exemption Number incl. facility summary sheet Small Site BMPs v Conveyance System Spill containment located at: Erosion and Sediment Control ESC Site Supervisor: Contact Phone: After Hours Phone: Maintenance and Operation Responsibility: rivate,Y Public If Private, Maintenance Log Required: gSNo Financial Guarantees and Provided: Yes / No Liability Water Quality Type: Basic I Sens. Lake /tgnhanced BasTcflo I Bog (include facility summary sheet) or Exemption No. Landscape Management Plan: Yes 1 No Special Requirements as applicable) Area Specific Drainage Type: CDA 1 SDO 1 MDP / BP / LMP I Shared Fac. / None Requirements Name: Floodplain/Floodway Delineation Type: Major 1 Minor 1 Exemption None 100 -year Base Flood Elevation (or range): Datum: Flood Protection Facilities Describe: Source Control Describe landuse: f� 5W10 (comm./industrial landuse) Describe any structural controls: 4PJ fP OfIA [VeLaf?A, of it wom v4izk&z 2009 Surface Water Design Manual 3 1/9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Oil Control High -use Site: Treatment BMP: Maintenance Agreement: Yes 1 No with whom? Other Drainage Structures Describe: Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS r ,Ife ea. MINIMUM ESC REQUIREMENTS FACILITY DESCRIPTIONS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Type/Description AFTER CONSTRUCTION Clearing Limits Type/Description Stabilize Exposed Surfaces ❑ Cover Measures 1� Remove and Restore Temporary ESC Facilities } Perimeter Protection 14 Clean and Remove All Silt and Debris, Ensure Traffic Area Stabilization Sediment Retention Operation of Permanent Facilities ❑ Flag Limits of SAO and open space L1Surface Collection preservation areas Water L3 Other 14 Dewatering Control Dust Control ❑ Flow Control Part 14 STORMWATER FACILITY DESCRIPTIONS Note: Include Facility Su mary and Sketch Flow Control Type/Description Water Quality Type/Description ❑ Detention ❑ Infiltration ❑ Regional Facility LJShared Facility ❑ Flow Control BMPs ❑ Other ❑ Biofiltration ❑ Wetpool Media Filtration Oil Control Spill Control ❑ Flow Control BMPs ❑ Other R I�wr l fai(Yil 2009 Surface Water Design Manual 1/9/2009 PM KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTSITRACTS Part 16 STRUCTURAL_ ANALYSIS ❑ Drainage Easement ❑ Cast in Place Vault ❑ Covenant ❑ Retaining Wall ❑ Native Growth Protection Covenant ❑ Rockery > 4' High ❑ Tract ❑ Structural an Steep Slope ❑ Other ❑ Other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER 1, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the information provided here is accurate. / 14-4 1 'd. �i2- -r� , 1019/ 2e/2- - -- 2009 Surface Water Design Manual 5 1/9/2009 Figure 2 Vicinity Map ro AIRPORT WAY n m m RENTON AVE S 0 S 2ND ST S 3RD ST SW SUNSET BLVD 10 SITE - 405 x �2 9G Y�t" SW 7TH ST SW GRADY WAf b r 445 d 16 VICINITY MAP N.T.S. Figure 3 Drainage Basins, Subbasins, and Site Characteristics ' i • � i i I ��: moo, ,: �� - d�j=J�i+o .;:c'Y! �o v'•A,23 ��-/ '%s a a ,.ate I - \ _ ~` \�'c^\, \\,.. :, a 3'{'• -_� Ik+ol-Sb\� r� � � ° I � � �_%�W �' �y ���}}} .A A � .�.•�� 'l. Al �.y N � �N � ✓ � � 11 \:_\ ,\ 1 LL—A a\ zoo " 72 1 I Ps th NN �ffff 0 I 'i su �� S u� l \ � 1 Qom � a •. \ .;{ rt] � ' •�:.1 .� �4 � l\✓ z g g � �� � BUY ? � � � - ll %� - .` Ali J`11.1p( �� ri � ��• .n �y y� ym � N �1 � ll '' - n � n _[� �4ar �L �' � i I �•1111�, �r� 1��{ n S \ ' w � '•Sad �' 1 - N -?� ,� � I m.\ g3 1 i ZIR ✓-'. 9 G 111 rn m 0 C C � 0 Q���U] � n cnmr c�u7or��o� p o z > n -0 z V) nm 0 n m �mm r'lm r� (O N 6;��'`-'�Z Qp Z = X 41 n n n Figure 4 Soils Map 47" 28' 42" 47° 28'38" Soil Map --King County Area, Washington (V � � N N N N � Nap Scale: 1:610 if printed on A size (8.5"x 11') sheet N N N Meters a s 10 20 30 r Feet 0 20 40 a0 120 USDA Natural Resouroes Web Soil Survey 101812012 Conservation Service National Cooperative Soil Survey Page 1 of 3 47" 28'42" 47'28'38" m C � C O O ih O N m 7 _ i U O C U E2Q � U V N U m C coC E m � CD ° mE N EL m (6 0-,- E -wE m > y O O C L Q7 — N 0 O CO C (A o p C y o o m Q ca 4 cc m E CMEL O :73 L O V7 O c U m Emmis C Lu E a°n CL 0 0 m � 47 0 U ° 4 N UN O O` ' D O C o) (0 Uj C C p N w O L U O N a O r >, U y Nto CO N�❑ Z m N V E to N ❑oi N L UOiO CO a7N t� p U]Q O O C Y O N a 0. 0 o y'LN 0 E 0 �A � E-0 E� N N L ° O C U o Q v N m o m m Wcv ❑ ar n L E m ° m m N { N L v ,U7 N Z E , C— 07 O N O -O "6 O I C N CL 2. j, m N {� �� T O iJ O O 0 C 0 U7 U a Q 4 OP c 4N ai w COQ n7 m m c6 c* 0 O w U7 O — O'Q�E N m E a E ca C) Lm u) u) ° .E a @T C f4 0 @ ) U (� O 4 o O J (D of O U u) o EY 0 LL m � ° z d o LLa }(� 0 w rp 'Q � � ro a F- a o a a o a w a � m a a 0- a N m aor 3:° a o a q a a a o a _o o O m Uj m a m a a o m �i a cn m m m LL L `o E O } m o o ¢ T v — a o m o 7 c a 2 �i c � Y -mo p o ° 4 0 p m m° U U C7 a � 1 � � f a � w to (n in U) cn rn « 3 m a c m o❑ _...1 y J ® • X 4 O ) + .. ISI or, Iii C7 d rn 1 00 N N Eo d O � ra m Z Soil Map -King County Area, Washington Map Unit Legend King County Area, Washington (WA633) Map Unit Symbol Map Unit flame Acres in AOI Percent of AOI Ur Urban land 1.0 100.0% Totals for Area of Interest 1.0 100.0% USDA Natural Resources Web Soil Survey 10/812012 Conservation Service National Cooperative Soil Survey Page 3 of 3 0 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 2.1 Analysis of the Eight Core Requirements Core Requirement No. 1: Discharge at the Natural Location Response: This project currently sheet flows to existing catch basins north of the existing building and then flows west through the Fred Meyer site. The proposed project will continue to discharge to the existing Fred Meyer conveyance system. Core Requirement No. 2: Off -Site Analysis. Response: This project is exempt from Core Requirement #2. This project will not change the rate, volume, duration or location of discharge from the project site_ Core Requirement No. 3: Flow Control. Response: This project is within the Peak Flow Control Standard -Match Existing area. Existing conditions are the developed conditions because the site was developed prior to May 1979. The proposed project will not cause an increase in the 100 -year peak runoff of more than 0.1 cfs, therefore no flow control facility is required. Core Requirement No. 4: Conveyance System, Response: The conveyance system for this project site was sized according to the 2009 King County, Washington Surface Water Design Manual (KCSWDM). Since the project site is less than 10 acres in size, the pipe conveyance system was sized based on the Rational method utilizing an initial time of concentration of 6.3 minutes and a Manning's "n" value of 0.014. The 100 -year event was analyzed. Core Requirement No. 5: Temporary Erosion and Sediment Control. Response: This project site will follow the erosion and sediment control measures as delineated in City of Renton Core Requirement 5, section 8.0 of this report and the Demolition and TESC Plan included in the construction plans. Clearing limits will be specified, cover measures will be instituted, perimeter protection will be installed in the form of silt fences, a rock construction entrance will be installed, and the streets will be swept clean of sediment after construction at the end of each day_ Core Requirement No. 6: Maintenance and Operations. Response: This project will concur with all maintenance and operations requirements as delineated in the 2009 KCSWDM for projects of this nature. Core Requirement No. 7: Financial Guarantees and Liability_ Response: This project will concur with all financial guarantees and liability requirements of the 2009 KCSWDM as delineated for projects of this nature. 13245.002.doc Core Requirement No. 8: Water Quality. Response: The Water Quality Menu followed for this project site requires that the Enhanced Basic Water Quality Menu be followed for this development due to its commercial nature. A Filterra Bioretention system is specified to achieve Enhanced Basic Water Quality treatment for this site. 2.2 Analysis of the Five Special Requirements Special Requirement No. 1: Other Adopted Area -Specific Requirements. Response: To the best of our knowledge, the site is not located in an Other Adopted Area -Specific Requirement area; therefore, Special Requirement No. 1 does not apply. Special Requirement No. 2: Flood Hazard Area Delineation. Response: This project does not contain, nor is it adjacent to a flood hazard area for a river, stream, lake, wetland, closed depression, marine shoreline, or a King County mapped channel migration zone. Therefore, the requirements of this Special Requirement do not apply. Special Requirement No. 3: Flood Protection Facilities. Response: This proposed project will not rely on an existing flood protection facility, nor does it propose to modify or construct a new flood protection facility. Therefore, the requirements of this Special Requirement do not apply. Special Requirement No. 4: Source Control. Response: This project is a commercial site development; therefore, source control is required. Sources controls on this project include covering the fuel dispensing islands with an overhead canopy as well as routing the under -canopy drainage through an oillwater separator prior to discharging to the sanitary sewer. Special Requirement No. 5: Oil Control. Response: An oil/water separator will be installed to collect runoff from the under - canopy area of the fuel facility. Special Requirement No. 6: Aquifer Protection Area. Response: This site is not located in an Aquifer Protection Area 13245.002.doc 6 3.0 OFF-SITE ANALYSIS Runoff from this site is collected in existing catch basins onsite. Runoff flows north and west through the Fred Meyer site. Flow continues west in underground conveyance pipes to Hardie Avenue SW. A 36"x60" CMP arch pipe collects the flow and it is conveyed south to the existing railroad, approximately 1500 feet from the project site. This project is exempt from providing a Level 1 Offsite Analysis. Per Core Requirement #2, in the City of Renton Amendments to the 2009 King County Surface Water Design Manual, a site is exempt if the project does not change the rate, volume, duration or location of the site discharge. This site has been developed since 1964, so the existing conditions can be used for runoff modeling rather than historic conditions. The new development will not alter the runoff profile from the existing site and the site will continue to discharge to the existing Fred Meyer conveyance system, also match existing conditions. 13245.002.doc t 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN A. B. C A E Existing Site Hydrology The pre -developed condition for this site is the existing developed site because this area has been developed since before May 1979. The existing 1.13 acre project area is approximately 86 percent impervious. Developed Site Hydrology Under developed conditions, the site has 0.98 acres of impervious and 0.15 acres of landscape_ The pollution generating surfaces of the site will be directed to a Filterra unit for water quality and then to the existing conveyance system through the Fred Meyer site. Performance Standards The Area -Specific Flow Control Standard required for this project site is determined to be Peak Rate Flow Control -Match Existing. The applicable conveyance system capacity standard was mentioned in the Conditions and Requirements Summary, which is to size the on-site conveyance system by the Rational Method utilizing an initial time of concentration of 6.3 minutes and a Manning's "n" value of 0.014 with the 100 -year precipitation. The Area -Specific Water Quality Treatments Menu followed for this project was the Enhanced Basic Water Quality Menu, and the treatment selected is to use a 6'x13' Filterra Bioretention System. Flow Control System No Flow control is required for this project. will not increase the peak runoff rate of the the facility requirement is waived. Water Quality System Because this is a redevelopment project that 100 -year storm event by more than 0.1 cfs, The Enhanced Basic Water Quality requirement will be achieved with a 6'x13' Filterra Bioretention System. Sizing calculations for the Filterra Unit are included. 13245.002.doc HYDROLOGY CALCULATIONS Peak Rate Flow Control Pre -Developed: 0.16 acres of landscape 0.97 acres of impervious surfaces Developed: 0.16 acres of landscape 0.98 acres of impervious surfaces Total = 1.13 Acres The KCRTS calculations are on the following pages. 15432.001.doc Flow Frequency Analysis Time Series File:13245-pre.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates -_- Flow Rate Rank Time of Peak (CFS) 0.492 1 100.00 0.250 6 2/09/01 2:00 0.21.5 8 1/05/02 16:00 0.301 3 12/08/02 18:00 0.244 7 8/26/04 2:00 0.292 4 10/28/04 16:00 0.266 5 1/18/06 16:00 0.356 2 10/26/06 0:00 0.492 1 1/09/08 6:00 Computed Peaks EXiSh'I 00"h -----Flow Frequency Analysis------- - - Peaks - - Rank Return Prob (CFS) Period 0.492 1 100.00 0.990 0.356 2 25.00 0.960 0.301 3 10.00 0.900 0.292 4 5.00 0.800 0.266 5 3.00 0.667 0.250 6 2.00 0.500 0.244 7 1.30 0.231 0.215 8 1.10 0.091. 0.447 50.00 0.980 ids CO�t AKW o' 16ac Arm,, x�13�c Flow Frequency Analysis Time Series File:13245-dev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.495 1 100.00 0.251 6 2/09/01 2:00 0.216 8 1/05/02 16:00 0.303 3 12/08/02 18:00 0.247 7 8/26/04 2:00 0.294 4 10/28/04 16:00 0.268 5 1/18/06 16:00 0.359 2 10/26/06 0:00 0.495 1 1/09/08 6:00 Computed Peaks &Dsvehped G'W hms -----Flow Frequency Analysis------- - - Peaks - - Rank Return Prob (CFS) Period 0.495 1 100.00 0.990 0.359 2 25.00 0.960 0.303 3 10.00 0.900 0.294 4 5.00 0.800 0.268 5 3.00 0.667 0.251 6 2.00 0.500 0.247 7 1.30 0.231 0.216 8 1..10 0.091 0.450 50.00 0.980 wta s cao{ ka , o, 15 Ac. I viA6 fira - 0448 PC 1.13 Ac. WATER QUALITY CALCULATIONS 2 0 o a o 0 o ca o a n a o m s 0 �T � C O G p UU1. W W F.�N• ] N C D FL JUd T. UU1. W W F.�N• D FL 0 U E c T. a�3 nva W W F.�N• D FL MM+ V � i _g } .Q� U7 N w G. 13 LLL 46 O ti L L! ti U- m° m w f m r° � x W N T. a�3 nva 1 LL. L v 2 k;0 W _g TTT w G. 13 LLL 46 o� Q T� T I� 2 L,&4,� 9m 1 � 1 i I M ]u G , r- OO 47 41 A • i w G. 13 46 A • i w G. 13 1 1 i I M ]u G , A r s 1 e f fa 8ioretention Systems Steps to Sizing A Filterra° Bioretention System 1. Use the Filterra Design Assistance (DAKit) 2. Follow Filterra Guidelines on page 7 and 8 in DAKit 3. Open and run WWHM - In the "Site Information" window, select the appropriate county from the pull down menu in the upper left corner and then click on the project location on the map. Next, click the "General Project Information" button and build your drainage basin (usually <1 acre of impervious) with the "Mitigated" Scenario check box selected. Enter all pervious and impervious areas that direct runoff into the basin. 4. Connect your "basin" to the Sand Filter Element (Filterra) 5. Connect both interflow to the Filterra element. 6. Build Filterra using the Sand Filter module and enter the WWHM imputs as described on the following page. 7. Right click Sand Filter module to ensure the Filterra becomes the POG, Point of Compliance. 8. Ensure both OUTLET 1 and OUTLET 2 check boxes are selected when the POC screen appears. 9. Click on the "Run Scenario" button and verify that the Percent Filtered is equal or greater then DOE's 91 % threshold for treated runoff (% of stormwater filtered through the Filterra). 10. Click the "Analysis" button and select the "Water Quality" tab. 11. Select the '701. IN #low to POC 1 Mitigated" dataset and click the "Run Analysis" button. Send your Project Information Form, grading plan, drainage divides, profiles and cover sheet to design@filterra.com. www.filterra.com -6) rra fim [t e Bioretention Systems Table 2: WWHM Sizing for Enhanced Treatment - Dissolved Metals Western Washington Region ONLY - v0'ia Available Filterra® Box Sizes (feet) 4 x 4 Approximate Contributing Drainage Area (acres) 0.140 4x6or6x4 0.210 4x8or8x4 0.275 6 x 6 0.310 6x8or8x6 0.416 6x10or10x6 6x 12 or 12x6 0.520 0.630 Dotes: 1. Sizing table intended for planning level use. The design engineer must use the latest version WWHM to calculate the appropriately sized facility. 2, Sizing table meets WA DOE 2005 Stormwater Manual's 91% annual stormwater volume filtered. 3. Sizing table based on WWHM3 parking/fiat and the SeaTac rain gauge with a precipitation factor of 1.0. Other precipitation factors, geographic locations and site conditions will affect Filterra sizing. 4. Sand Filter (Filterra) parameters: • Filter material depth = 1.8 feet • Effective ponding depth = 0.75 feet • Zero slope(s) on the filter box • Riser height = 0.7 feet • Riser diameter = 100 inches • Filter Hydraulic Conductivity = 24.82 inches per hour 5. All boxes area standard 3.5 feet depth (INV to TC), 6. Astandard SDR -35 PVC pipe coupling is cast into the wall for easy connection to discharge drain. 7. Dimensions shown are internal. Please add 1 ` to each external (using 6" walls). 8. Valid for Enhanced Treatment regiments (Dissolved Zinc and Copper). 9. For sizing In other areas of Washington State please contact Filterra. 13 wiviv.filterra.corn 12!$110 4' SDR -35 GASKETED COUPLING CAST INTO PRECAST WALL PARKING LOT OR STREET m (LOCATION VARIES) a 4' PVC OUTLET PIPE (BY OTHERS) FAGS OF CURB 0 CONNECT TO APPROPRIATE GRASS OUTFALL (LOCATION VARIES) 48" THROAT f iI I s 4. co Jk :y', aI ` a• I 4IN �e. .•ter y MANHOLE ACCESS COVER** L - - J SIDEWALK MODIFIED FILTERRA TOP SLAB CENTER OF 3X3 TREE GRATE 160" --{ BOX SI2e DIM, "A" TREE GRATE MANHOLE 4x8 W-0" 3'x3' YES $x8 9'-0" 4'x4'* YES 6x10 11'-0" (1) 4'x4' YES 6x12 13'-0" (1) 4'x4' YES *3'x3' TREE GRATE IS OPTIONAL **THE MANHOLE COVER IS REQUIRED ON SOME MODIFIED TOP SLABS FOR ACCESS DURING MAINTENANCE VISITS 6" SDR -35 GASKETED COUPLING CAST INTO PRECAST WALL 6" PVC OUTLET (LOCATION VARIES) PIPE (BY OTHERS) CONNECT TO APPROPRIATE OUTFALL (LOCATION VARIES) — MO IRED NARROW LENGTH FILTERRA UNIT ONLY FOR 4x8 (SHOWN) 6x8 AND 6x10 BOXES PARKING LUT OR STREET CENTER OF 4X4 FACE OF CURB TREE GRATE 144" THROAT PLEASE NOTE MODIFICATION ON PROJECT INFORMATION FORM r� GRASS ----_.---- --� d I ! � Q a a o oa w o � � d 0 � 0 0 - 0 0 I 0 0 O DO o � v 1 � o o v I D x. r� a ra a 4, a d Q nG I p��QOJ��JnS�O�Q� I '•", •`. •�+� •'�� • •. •. i• °° ,'ti d+' •A m ' I�V�UtI IIUU 4 �aO��LL 7L1S���ad +• •�'• a .' d. i _ ::� +� , et t • 4 f . 4 156" ~ y J ' `' . !� . r. SIDEWALK BOX SIZE DIM, "A" DIM, '6' TREE GRATE 8x4 S. 9'-0" 3'x3' 8x6 7'-0' 9'-0" 4'x4' 104 7'-0" 11'-0" 4'x4'* 12x6 7'-0" 13'-0" 4x4'* 5JANDARD NAR OW WIDT FILIEREA UNIT SUITABLE FOR ALL STANDARD BOXES MODIFICATIONS OF DRAWINGS ARE ONLY *3'x3' TREE GRATE IS OPTIONAL PERMITTIwD BY WRITTEN AUTHORI7ATION FROM FILTERRA DATE: 12-09-09 DWG: WWA FfSC--4 TYPICAL Lll%LILSW LJ L�-t om Ll� SIDEWALK CONFIGURATIONS �2rral� WESTERN WASHINGTON US PAT 6,277,274 Copyright 0 2007 by Ammicast TOLL FRES (866) 344-3458 AND 5,569,321 Ul b 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN The conveyance system for this project is sized to convey the 100 -year storm event based on the modified rational method with an initial time of concentration of 6.3 minutes. This site is approximately 1. 13 acres in size, which is significantly less than the 10 -acre requirement for using the modified rational method. For this project, we are using the modified rational method. 13245.002.doc § zj ( co C) )LU§ IL / §--� _ qO% \` ! ! ° rr; \ (�� LU §[\ e > !,_0000 - )k ,. W0 01 )/ ____»/ LU-, § o ) $ƒ 0 »,3° [." `@x° 3;f2;22; [3 ; ! `% ,, {)5 @ ;f!>/�)> a \\\��\ \CL \\\}\ jA§4\{f 00-00 } `22 _ { , \\\\� ®fj §)� ��5�^00 >,2 �%*w±J = ( � }!4\%sA '`mm=m �7 r �O � m V 7u t/ �7 I m70 CrD ca U to . en a, ➢ �, co PD a, ,. � o' �• ; '� � to �_ ~o Fll mz�o, " z n NJ z" M, in Vi VrI m 03 C r_ CO �7 om-W 0000 CD ............... ✓ 1 �` 1 ,.If O� • /may !m � ' - , . _," " d AVN -�_05 6.0 SPECIAL REPORTS AND STUDIES A geotechnical engineering report has been prepared for this site by The Riley Group dated June 5, 2012. The report is enclosed. 13245.002.doc The RiIeV Group, Inc. GEOTECHNICAL ENGINEERING REPORT PREPARED BY: THE RILEY GROUP, INC. 17522 BOTHELL WAY NORTHEAST BOTHELL, WASHINGTON 98011 PREPARED FOR: FRED MEYER STORES, INC. 3800 SOUTHEAST 22ND AVENUE PORTLAND, OREGON 97202 PROJECT No. 2012-247 GEOTECHNICAL ENGINEERING REPORT FRED MEYER FUELING FACILITY 431 RAINIER AVENUE SOUTH RENTON, WASHINGTON 98055 JUNE 5, 2012 SERVING THE PACIFIC NORTHWEST Western Washington, Corporate Office Eastern Washington & Oregon Office 17522 Bothell Way Northeast 1838 South Washington Street Bothell, Washington 98011 Kennewick, Washington 99337 Phone 425.415.0551 • Fax 425.415.0311 Phone 509.586.4840 4 Fax 509. 586.4863 w w -w. rilep-group. com W, The Riley Group, Inc. June 5, 2012 Mr. Janes Coombes Fred Meyer Stores, Inc. 3800 Southeast 22nd Avenue Portland, Oregon 97202 Subject: Geotechnical Engineering Report Fred Meyer Fueling Facility 431 Rainier Avenue South Renton, Washington 98055 Project No. 2012-247 Dear Mr. Coombes; As requested, The Riley Group, Inc. (RGI) has performed a Geotechnical Engineering Report (GER) for the Fred Meyer Fueling Facility located at 431 Rainier Avenue South in Renton, Washington. RGI understands that Fred Meyer Stores, Inc. is planning to construct a fiiel station at the site. Our services were outlined in our proposal dated May 18, 2012 and authorized on the same day. This GER presents our geotechnical findings and recommendations for the proposed project. These recommendations should be incorporated into project design and construction. RGI also recommends that a representative of our fin'n be present on site during portions of the project construction to confirm that the soil and groundwater conditions are consistent with those that form the basis for the engineering recommendations in this GER. If you have any questions or require additional information, please call us at (425) 415- 0551. Respectfully submitted, THE RILEY GR4uP, INC. A Eric L. W Project GI 2698 61r2a12 A I Geo, ERIC L GODS EWIRW/sp Ricky R. Wang, PhD, PE Principal Engineer SERVING THE PAcmc NORTI [WEST Jlrestern Mushing[or, Corporate Office Eastern Washingroir and Oregon Office 17522 Bothell Wrry Northeast Suite A 1838 So ili 1 Pashingion Street Bothell, 1Pashingtor 98011 Kennewick 1i'rrsitingloir 99337 Phare 425.415.0551 + Fav 425.415.0311 Phone 509.586.4840 4 Far 509, 586""4863 u1u11r.riley-graatp. cont Geotechnical Engineering Report Page ii June 5, 2012 Fred ,Meyer Fueling Facility, Renton, Washington RG! Project No. 2012-247 TABLE OF CONTENTS 1.0 PROJECT DESCRIPTION................................................................................................................1 2.0 SCOPE OF WORK................................................................................... 3.0 SITE CONDITIONS............................................................................................................................2 3.1 SURFACE...............................................................................................................................................2 3.2 SOIL.S.....................................................................................................................................................2 3.3GROUNDWATER .....................................................................................................................................2 3.4 SEISMIC CONSIDERATIONS....................................................................................................................3 4.0 DISCUSSION AND RECOMMENDATIONS..................................................................................4 4.1 GENERAL........... ......... ---- ......................... ........................................................................................ 4 4.2 SITE PREPARATION AND GRADING........................................................................................................4 4.3 STRUCTURAL FILL.................................................................................................................................5 4.4 EXCAVATIONS AND SHORING................................................................................................................5 4.5 UNDERGROUND STORAGE TANKS(USTS).............................................................................................6 4.6 FOUNDATIONS.......................................................................................................................................6 4.7 KIOSK SLAB-ON-GRADE........................................................................................................................7 4.8 DRAINACiE.............................................................................................................................................7 4.9 UTILITIES...............................................................................................................................................7 4.10 PAVEMENTS.. ......................................................................................................................................... 8 5.0 ADDITIONAL SERVICES.................................................................................................................9 6.0 LIMITATIONS....................................................................................................................................9 FIGURES AND APPENDICES FigureI ................................................... Figure2 ................................................... ............................................. Site Vicinity Map ....................... Geotechnical Exploration Plan Appendix A........................................................................ Field Exploration and Laboratory Testing Appendix B........................................................................................................ Liquefaction Analysis THE RILEY GROUP, INC. Geotechnical Engineering Report Page I June 5, 2012 Fred Meyer Fueling Facility, Renton, Washington RGI Project No. 2012-247 1.0 PROJECT DESCRIPTION The Riley Group, Inc. (RGI) has performed a Geotechnical Engineering Report (GER) for the Fred Meyer Fueling Facility located at 431 Rainier Avenue South in Renton, Washington. The approximate location of the site is shown on Figure 1. The site is currently occupied by a commercial building in the south portion of the site. The proposed project consists of a fueling facility including two underground storage tanks (UST). Our understanding of the project is based on the Detailed Site Plan (DD2) prepared by Barghausen Consulting Engineers, Inc. dated May 20, 2012. At the time of preparing this GER, detailed design plans were not available for our review. Based on our experience with similar projects, RGI expects that the proposed kiosk will be a one-story, light -weight structure supported on perimeter walls and spread -footing foundation. Steel columns at each pump island will support the pump island canopy. The maximum load for the canopy is expected to be 50 kips per column. RGI expects that excavations up to 20 feet in depth will be needed for the UST installation. The recommendations in the following sections of this GER are based upon our understanding of the above design features. If actual features vary or changes are made, RGI should review them in order to modify our recommendations as required. In addition, RGI requests to review final design drawings and specifications to verify that our project understanding is correct and that our recommendations have been properly interpreted and incorporated into project design and construction. 2.0 SCOPE OF WORK On May 24, 2012, RGI drilled two test borings to a maximum depth of 26.5 feet below ground surface (bgs). Three attempts were made to drill an additional boring, however, a concrete obstruction was encountered at 1 to 1.5 feet below grade in all three locations. The borings were drilled with a trailer -mounted, hollow stem auger drill rig within the proposed fueling facility and UST area. The approximate boring locations are shown on Figure 2. Using the information obtained from our subsurface exploration, RGI developed geotechnical recommendations for project design and construction for the following: �= Soil and groundwater conditions )= Seismic considerations ➢ Site preparation and grading Excavations Underground storage tanks ➢ Foundations ➢ Slab -on -grade ➢ Utilities and pavements Field screening of the soils and sampling of the groundwater was completed as part of the explorations on site. The result of the field screening and testing of the groundwater is provided under separate cover. THE RILEY GROUP, INC. Geotechnical Engineering Report Page 2 June 5, 2012 Fred Meyer Fueling Facility, Renton, Washington RGI Project No. 2012-247 3.0 SITE CONDITIONS 3.1 SURFACE The site is a rectangular -shaped property located to the east of the existing Fred Meyer store at the southwest corner of the intersection of Rainier Avenue South and Renton Center Way. The site is bound to the north by Renton Center Way, to the east by Rainier Avenue South, to the south by a commercial property, and to the west by Fred Meyer parking. The site is currently occupied by a commercial building in the south portion of the site (Unoccupied Blockbuster Video and Torero's Mexican Restaurant) and asphalt pavement in the remaining area. The site is relatively flat with overall elevation differences of less than 3 feet. 3.2 SOILS The site is underlain by 3 feet of fill over native soil. Based on the depth of the concrete obstruction encountered in three locations on the site, a concrete slab or pavement is located under a large portion of the proposed canopy area. The native soils include 5 feet of very soft to soft sandy silt over 5 to 10 feet of loose silty sand over medium dense to dense sand with gravel. Our review of the Geologic Map of King County Washington by V. K Livingston Jr. (1970) indicates that the native soil was mapped as Alluvium (Map unit Qa). The soil is mostly unconsolidated silt, sand, and gravel valley fill with some clay. It may include artificial fill and peat locally. This description is generally similar to the soils encountered in our field exploration. More detailed descriptions of the subsurface conditions encountered are presented on the boring logs in Appendix A. Grain -size analyses were performed on selected samples and the results are located in Appendix A. 3.3 GROUNDWATER The groundwater table was encountered during the field exploration at 9 to 10 feet bgs and wet soil layers and seepage were encountered as shallow as 5 feet. Fluctuations in groundwater level should be expected on a seasonal and annual basis. The level will be highest during the extended periods of heavy seepage in the wet winter months. Given the time that the field exploration was perfonned, RGI expects that the groundwater should be close to the seasonal -high level. Groundwater should be expected in excavations that extend more than 5 feet below ground surface (bgs). THE RILEY GROUP, INC. Geotechnical Engineering Report Page 3 June 5, 2012 Fred Meyer Fueling Faeility, Renton, Washington RGI Project 'fro, 2012-247 3.4 SEISMIC CONSIDERATIONS Based on the 2009 International Building Code (IBC), RGI recommends the following seismic parameters for design, Table 12009 IBC Parameter Value Site Soil -- - Site Latitude 28' 40.2" N Site Longitude 12' 58.8" W Short Period Spectral Response Acceleration, (percent g) 143 1 -Second Period Spectral Response Acceleration, (percent g) 48.9 Seismic Coefficient, 1.00 Seismic Coefficient, 1.511 1. Note: In general accordance with the 2009 IBC, Table 1613.5,2. IBC Site Class is based on the average characteristics of the upper 100 feet of the subsurface profile. 2. Note: The 2009 IBC requires a site soil profile determination extending to a depth of 100 feet for seismic site classification. The current scope of our services does not include the required 100 -foot Soil profile determination. Borings extended to a maximum depth of 26.5 feet, and this seismic site class definition considers that similar soil continues below the maximum depth of the subsurface exploration. Additional exploration to deeper depths would he required to confirm the conditions below the current depth of exploration. Liquefaction is a phenomenon where there is a reduction or complete loss of soil strength due to an increase in water pressure induced by vibrations from a seismic event. Liquefaction mainly affects geologically recent deposits of fine-grained sands that are below the groundwater table. Soils of this nature derive their strength from intergranular friction. The generated water pressure or pore pressure essentially separates the soil grains and eliminates this intergranular friction, thus reducing or eliminating the soil's strength. For liquefaction analysis, soil information obtained from borings B-2 and B-3 was used with the groundwater at 5 feet bgs. Analysis indicates the loose layer between 9 and 20 feet bgs in borings B-2 and B-3 may liquefy under severe earthquake ground motions (Magnitude 7 and horizontal acceleration 0.25 gram) or moderate ground shaking of significant duration. However, the upper 5 to 9 feet of soil above groundwater level will not likely be liquefied during the earthquake event. Based on our analysis and depth of the non -liquefiable soils, a spread footing foundation would not experience a bearing capacity failure. However, total ground settlement up four inches is possible upon dissipation of excess pore pressures generated during a seismic event. Due to the size of the kiosk, the resulting differential settlement should be less than 2 inches along the building length. The canopy may experience up to 2 inches of differential settlement between supports. The analysis is attached in Appendix B. THE RILEY GROUP, INC. Geotechnical Engineering Report Page 4 Fred Meyer Fueling Facility, Renton, Washington 4.0 DISCUSSION AND RECOMMENDATIONS 4.1 GENERAL June 5, 2011 RGI Project No. 2012-247 Based on our explorations, the site is suitable for the proposed project from a geotechnical standpoint. The native soil at shallow depth is not suitable for direct support of the proposed foundations. The canopy for the proposed fueling facility should be supported on column footing foundations bearing at least 2 feet of structural fill. The proposed kiosk can be supported on spread footing foundation bearing on a 2 -foot structural fill mat. Pavement should be supported on at least 12 inches of structural fill. Detailed recommendations regarding the above issues and other geotechnical design considerations are provided in the following sections. These recommendations should be incorporated into the final design drawings and construction specifications. 4.2 SITE PREPARATION AND GRADING The site should be prepared for construction by removing the asphalt surfacing. A concrete slab or pavements were encountered in the borings that may extend over significant areas of the site. Utilities to be abandoned should be removed and replaced with structural fill. Proofrolling and subgrade verification should be considered an essential step in site preparation. After stripping and prior to placement of structural fill, RCI recommends proofrolling subgrades of the canopy area, pavement area, and areas to receive structural fill. These areas should be compacted to a firm and unyielding condition in order to achieve a minimum compaction level of 95 percent of the modified proctor maximum dry density as determined by the American Society of Testing and Materials D1557-09 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (ASTM D1557). Proofrolling and adequate subgrade compaction can only be achieved when the soils are within approximately f 2 percent moisture content of the optimum moisture content. Soils which appear firm after stripping and grubbing may be proofrolled with a heavy compactor, loaded double -axle dump truck, or other heavy equipment under the observation of a RGI representative. This observer will assess the subgrade conditions prior to filling. The need for or advisability of proofrolling due to soil moisture conditions should be determined at the time of construction. In wet areas it may be necessary to hand probe the exposed subgrades in lieu of proofrolling with mechanical equipment. Subgrade soils that become disturbed due to elevated moisture conditions should be overexcavated to reveal firm, non -yielding, non-organic soils and backfilled with compacted structural fill. In order to maximize utilization of site soils as structural fill, RGI recommends that the carthwork portion of this project be completed during extended periods of warm and dry weather, if possible. if earthwork is completed during the wet season (typically November through May) it will be necessary to take extra precautionary measures to protect subgrade soils. Wet season carthwork will require additional mitigative measures beyond that which would be expected during the drier summer and fall months. THE RILEY GROUP, INC. Geotechnical Engineering Report Page 5 June 5, 2012 Fred Meyer Fueling Fucility, Renton, Washington RGI Project No. 2012-247 4.3 STRUCTURAL FILL The native soil contains a lot of fines with trace organics and it is not suitable to be used as structural fill. RGI recommends that the import material is used as structural fill for all site grading and backfill. The imported material should meet the following grading requirements: Table 2 Structural Fill Gradation U.S. Sieve Size Percent Passing .3 inches 100 No. 4 sieve 75 percent No. 200 sieve 5 percent * *Based on minus 314 inch fraction. Prior to use, a RGI representative should observe and test all materials imported to the site for use as structural fill. Structural fill materials should be placed in uniform loose layers not exceeding 10 inches and compacted as specified in Table 3. The soil's maximum density and optimum moisture should be determined by ASTM D 1557. Table 3 Structural Fill Compaction ASTM D1557 Minimum Moisture Content Location Material Type Compaction Range Percentage Foundations Approved imported fill soils: 95 +2 -2 Slab -on -grade Approved imported fill soils: 95 +2 -2 General Fill (non- Approved imported fill soils: 90 +3 -2 structural areas) Pavement — Subgrade Approved imported fill soils: 95 +2 -2 and Base Course Placement and compaction of structural fill should be observed by RGI. A representative number of in-place density tests should be performed as the fill is being placed to confirm that the recommended level of compaction is achieved. 4.4 EXCAVATIONS AND SHORING Site excavations for USTs, pump island dispensers, and utility and piping trenches must be completed in accordance with the applicable Occupational Safety and Health Administration (OSHA) and American Petroleum Institute (API) or other requirements. Based on OSHA regulations, the native soil classifies as a Group C soil. In addition, seepage and the groundwater table should be expected at 5 feet bgs. THE RILEY GROUP, INC. GeotechnicalEngineering Report Page b June 5, 2012 Fred Meyer Fueling Facility, Renton, Washington RGI Project No, 2012-247 In all cases, however, appropriate inclinations will depend on the actual soil and groundwater conditions encountered during earthwork. Ultimately, the site contractor must be responsible for maintaining safe excavation slopes that comply with applicable OSHA or Washington Industrial Safety and Health Act (WISHA) guidelines. Accordingly, for excavations more than 4 feet but less than 20 feet in depth, the temporary side slopes should be laid back with a minimum slope inclination of 1 %H :1 V (Horizontal: Vertical). Following excavation, all exposed slopes must be covered with reinforced plastic sheeting that is securely anchored to the slope face. This sheeting will contain loose soil conditions that may develop on the slope face and ravel off, therefore, preventing erosion of the slope face during periods of precipitation. RGI expect a temporary shoring system or dewatering of the tank excavation will be required. Based on the similar projects and local practice, slide rail or sheet pile shoring system can be used for the tank excavation. The shoring system must be designed by structural engineer and follow manufacture's specifications. 4.5 UNDERGROUND STORAGE TANKS (USTs) RGI understands that two USTs will be installed to the northeast of the canopy and near the existing Fred Meyer sign. The installation of the USTs will require an excavation of up to 20 feet bgs. The USTs can be installed in a single excavation. The depth to the top of the USTs is typically 3 feet below finished grade with at least 2 feet of appropriate backfill material. The backfill can be either pea gravel or other material per API specifications for setting the tanks. Based on the groundwater conditions encountered during exploration, groundwater seepage should be expected in the excavation below 5 feet. A dewatering system or the use of sheet pile shoring will be needed during excavation. Dewatering or shoring system design is not included in this scope of work. The installation will require tank hold down slabs or anchors to accommodate possible buoyant forces. The UST system installation and design must be in accordance with API regulations. 4.6 FOUNDATIONS Following the site grading and UST installation, the proposed canopy can be supported on column foundations bearing on at least 2 feet of structural fill. The proposed kiosk can be supported on continuous footing bearing on a 2 foot -thick structural fill mat. The structural fill mat should extend under the entire kiosk area. The slab for the kiosk should be tied to the continuous foundation system. The structural fill should extend a minimum of 2 feet beyond the edge of the foundations. The use of a woven geotextile separation layer below the structural fill may be necessary depending on the soil conditions encountered in the foundation overexcavations, THE RILEY GROUP, INC. Geotechnical Engineering Report Page 7 June 5, 2012 Fred Meyer Fueling Facility, Renton, Washington RGI Project Na. 2012-247 RGI recommends designing foundations for a net allowable bearing capacity of 2,000 pounds per square foot (psf). For short-term loads, such as wind and seismic, a 1/3 increase in this allowable capacity can be used. For designing foundations to resist lateral loads, a base friction coefficient of 0.23 can be used. Passive earth pressures acting on the side of the footing can also be considered for resisting lateral loads. RGI recommends calculating this lateral resistance using an equivalent fluid weight of 200 pounds per cubic foot (pcf). This value assumes the foundation will be constructed neat against competent structural fill as described in Section 4.2. The recommended friction and passive resistance values include a safety factor of 1.5. With foundations designed in accordance with the recommendations in this section, maximum total and differential post -construction settlements of 1.5 inches and 3/4 inches in 50 feet, respectively, should be expected. Liquefaction settlements discussed in Section 3.4 will be in addition to the static settlements provided above. 4,7 KIOSK SLAB -ON -GRADE RGI recommends that slab -on -grade be supported on the structural fill mat placed for the kiosk foundations. Immediately below the floor slab, RGI recommends placing a 4 -inch - thick capillary break layer of clean, free -draining pea gravel, washed rock, or crushed rock that has less than five percent passing the U.S. No. 200 sieve. This material will reduce the potential for upward capillary movement of water through the underlying soil and subsequent wetting of the floor slab. Where moisture by vapor transmission is undesirable, an 8- to 10 -millimeter -thick plastic membrane should be placed on a 4 -inch -thick layer of capillary break. 4.8 DRAINAGE Final exterior grades should promote free and positive drainage away from building. Water must not pond or collect adjacent to kiosk or within the immediate canopy area. RGI recommends providing a minimum drainage gradient of 3 percent for a minimum distance of 10 feet from the canopy perimeter, except in paved locations. In paved locations, a minimum gradient of 1 percent should be provided unless provisions are included for collection and disposal of surface water adjacent to the structure. 4.9 UTILITIES Utility pipes should be bedded and backfilled in accordance with American Public Works Association (APWA) specifications. For site utilities located within the City of Renton right-of-ways, bedding and backfill should be completed in accordance with City of Renton specifications. The trench backfill should be placed and compacted as structural fill, as described in Section 4.2. Where utilities occur below unimproved areas, the degree of compaction can be reduced to a minimum of 90 percent of the soil's maximum density as determined by the referenced ASTM standard. As noted, excavated native soil should not be used as backfill. Imported THE RILEY GROUP, INC. Geotechnical ,Engineering Report Page 8 June 5, 2012 Fred Meyer Fueling Facility, Renton, Washington RG1 Project No. 2012-247 structural fill should be used for all backfills. The backfill material should satisfy the structural fill requirements listed in Section 4.3. Product and vent piping trenches should be sloped, bedded, and backfilled in accordance with the API specifications. 4.10 PAVEMENTS Pavement section may match the existing pavement section on the site. For new pavement, the subgrade should be prepared as described in Section 4.2 of this GER and as discussed below. Regardless of the relative compaction achieved, the subgrade must be firm and relatively unyielding before paving. This condition should be verified by proof -rolling with construction equipment or hand probe by an RGI representative. With the pavement subgrade prepared as described above, RGI recommends that the area be paved with flexible pavement surface. The following pavement sections are recommended: ➢ For heavy truck traffic areas: 4 inches of asphalt concrete (AC) over S inches of crushed rock base (CRB) over 12 inches of structural fill y For general parking areas: 3 inches of AC over b inches of CRB over 12 inches of structural fill The asphalt -paving materials used should conform to the Washington. State Department of Transportation (WSDOT) specifications for Hot -Mix Asphalt 1/2" Class and CRB surfacing. Long-term pavement performance will depend on surface drainage. A poorly -drained pavement section will be subject to premature failure as a result of surface water infiltrating into the subgrade soils and reducing their supporting capability. For optimum pavement performance, surface drainage gradients of no less than 2 percent are recommended. Also, some degree of longitudinal and transverse cracking of the pavement surface should be expected over time. Regular maintenance should be planned to seal cracks when they occur. THE RILEY GROUP, INC. Geotechnical Engineering Report Page 9 June 5, 2012 Fred Meyer Fueling Facility, Renton, Washington RGI Project No. 2012-247 5,0 ADDITIONAL SERVICES RCI is available to provide further geotechnical consultation as the project design develops. RGI should review the final design and specifications in order to verify that earthwork and foundation recommendations have been properly interpreted and incorporated into project design and construction. RGI is also available to provide geotechnical engineering and monitoring services during construction. The integrity of the earthwork and construction depends on proper site preparation and procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. Construction monitoring services are not part of this scope of work. If these services are desired, please let us ]snow and RGI will prepare a cost proposal. 6.0 LIMITATIONS This GER is the property of RGI, Fred Meyer Stores, Inc., and their designated agents and was prepared in accordance with generally accepted geotechnical engineering practices. This GER is intended for specific application to the Fred Meyer Fueling Facility at 431 Rainier Avenue South in Renton, Washington. This GER was prepared for the exclusive use of Fred Meyer Stores, Inc. and its authorized representatives. It should be made available to prospective contractors for information or factual data only and not as a warranty of ground conditions. No other warranty, expressed or implied, is made. The scope of services for this project does not include either specifically or by implication any biological (for example, mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. Field screening of the soils and sampling of the groundwater was completed as part of the explorations on site. The result of the field screening and testing of the groundwater is provided under separate cover. The analyses and recommendations presented in this GER are based upon data obtained from the test borings drilled on site. Variations in soil conditions can occur, the nature and extent of which may not become evident until construction. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes in the nature, design, or location of the project as outlined in this GER are planned, the conclusions and recommendations contained in this GER shall not be considered valid unless RGI is requested to reevaluate the recommendations in this GER prior to proceeding with construction. It is the client's responsibility to see that all parties to the project, including the designers, contractors, subcontractors, are made aware of this GER in its entirety. The use of information contained in this GER for bidding purposes should be done at the contractor's option and risk. THE RILEY GROUP, INC. ON —our I. X 4 N. Power. Plant di d ■ 00 USGS, 1994, Renton, Washington Approximate Scale: 1"=1000' 7.5 -Minute Quadrangle 0 500 1000 2600 N Fred Meyer Fueling Facility Figure 1 PCIThe Riley Group, Inc. RGI Project Number Date Drawn: 17522 Bothell Way Northeast, Suite A Site Vicinity Map 1 Bothell, Washington 98011 2012-247 06/2012 Phone: 425.415.0551 + Fax: 425.415.0311 Address: 431 Rainier Avenue South, Renton, Washington 98055 t , y s /�• fSf�NCr ,� � �� 413-2 \ J'' F S 4 1 y L ** t 1 B-3 y 5� t1, tl 1 B -ICO 'h JM1]` �' , t t tt \ •F j� "hi 1L 1 B k� 1 1�B- l "1 �,5•f�/-. � tt ��h \tF 55 Lt 5 \tt � �s�} L IL \ Lt t t L y y L \ L L •l rYs1 �/� t� = B-1 A to B-1 C Test Borings terminated due to obstruction = B-2 and B-3 Test Barings Approximate Scale: 1 "=40' Drawn from Barghausen Consulting Engineers, Inc., DD -2 Detailed Site Plan, dated 05118112. 0 20 40 80 N The Riley Group, Inc. Fred Meyer Fucling Facility Figure 2 RGI Project Number Geotechnical Exploration Plan Date Drawn: 17522 Bothell Way Northeast, Suite A Bothell, Washington 98011 2012-247 0612012 Phone: 425.415.0551 ♦ Fax: 425.415.0311 Address: 431 Rainier Avenue South, Renton, Washington 98055 Geotechnical Engineering Report Fred ,Wever Fueling Facility, Renton, Washington June 5, 2012 RGI Project No. 2012-247 APPENDIX A FIELD EXPLORATION AND LABORATORY TESTING Fred Meyer Fueling Facility 431 Rainier Avenue South Renton, Washington 98055 On May 24, 2012, RGI performed our field exploration using a trailer -mounted drill rig. RGI explored subsurface soil conditions at the site by advancing two test borings to a maximum depth of 26.5 feet below existing grade. The boring locations are shown on Figure 2. The boring Iocations were approximately determined by interpolating from existing property features. The boring logs are presented on attached boring logs. A geologist from our office conducted the field exploration and classified the soil conditions encountered, maintained a log of each test boring, obtained representative soil samples, and observed pertinent site features. All soil samples were visually classified in accordance with the Unified Soil Classification System. (USCS) described on the sheet behind the boring logs. Representative soil samples obtained from the borings were placed in closed containers and taken to our laboratory for further examination and testing. The moisture content selected samples were measured and are reported on the boring logs. Grain -size analyses were performed on selected samples. THE RILEY GROUP, INC. 1 Project Name: Fred Meyer Fueling Facility Boring No.: B -1A Project Number: 2412-247 Sheet 7 of 1 Client: Fred Meyer Stores, Inc. Date{s) Drilled: 5124/12 Logged By: ELW Surface Conditions: Asphalt Drilling Method(s): Hallow Stem Auger Drill Bit SizelType- Total Depth of Borehole: 1 Drill Rig Type: Trailer Mounted Drilling Contractor: Boretec Approximate Surface Elevation: Groundwater Level Not Encountered ATD Sampling Method(s): SPT Hammer Data: 140 Ib, 30 in drop, rope and and Date Measured: cathead Borehole Backfill: Bentonite Chips Location: 431 Rainier Avenue South, Renton, Washington 98055 17522 Bothell Way NE, Bothell, WA 98011 1838 South Washington Street, Kennewick, WA 99337 Project Name: Fred Meyer Fueling Facility ;Key to Log of Boring Project Number: 2012-247 Sheet 1 Of 1 Client: Fred Meyer Stores, Inc. COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). ® Recovery (%): Core Recovery Percentage is determined based on a) Depth (feet): Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the 3 Sample Type: Type of soil sample collected at the depth interval cored interval length. shown, e L) 4 Sample ID: Sample identification number. 8 Graphic Log: Graphic depiction of the subsurface material F51 Sampling Resistance, blows/ft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval MATERIAL DESCRIPTION: Description of rnaterial encountered. using the hammer identified on the boring log. May include consistency, moisture, color, and other descriptive text. CL4 ® Moisture (%): Moisture, expressed as a water content. D e U u 41 G7 Cn U U7 S>) Q _N E E E3 U U a 7 N uu o c� to rn Z D Of C7 MATERIAL DESCRIPTION g° 1 2 3 4 5 6 7 8191 kd COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). ® Recovery (%): Core Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the 3 Sample Type: Type of soil sample collected at the depth interval cored interval length. shown, e USCS Symbol: USCS symbol of the subsurface material. 4 Sample ID: Sample identification number. 8 Graphic Log: Graphic depiction of the subsurface material F51 Sampling Resistance, blows/ft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval MATERIAL DESCRIPTION: Description of rnaterial encountered. using the hammer identified on the boring log. May include consistency, moisture, color, and other descriptive text. ® Moisture (%): Moisture, expressed as a water content. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity COMP: Compaction test CONS: One-dimensional consolidation test LL: Liquid Limit, percent MATERIAL GRAPHIC SYMBOLS ■ Asphaltic Concrete (AC) Portland Cement Concrete TYPfCAL SAMPLER GRAPHIC SYMBOLS GENERAL NOTES CME Sampler fT' IJ Continuous Core Sampler Grab Sample '2.5 -inch -OD Modified California w/ brass liners PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 200 Sieve) UC: Unconfined compressive strength test, Qu, in ksf WA: Wash sieve (percent passing No. 200 Sieve) H'► NINE'.. IPitcher Sample 2 -inch -OD unlined split spoon (SPT) Shelby Tube (Thin-walled, fixed head) OTHER GRAPHIC SYMBOLS Water level (at time of drilling, ATD) V. Water level (after waiting) Minor change in material properties within a stratum — Inferred/gradational contact between strata — 7 - Queried contact between strata 1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum fines are interpretive, and actual lithologic changes may be gradual. Field descriptions may have been modified to reflect results of lab tests. 2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times. The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98011 1838 South Washington Street, Kennewick, WA 99337 Shelby Tube (Thin-walled, fixed head) Auger sampler Bulk Sample 3 -inch -OD California w/ brass rings GENERAL NOTES CME Sampler fT' IJ Continuous Core Sampler Grab Sample '2.5 -inch -OD Modified California w/ brass liners PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 200 Sieve) UC: Unconfined compressive strength test, Qu, in ksf WA: Wash sieve (percent passing No. 200 Sieve) H'► NINE'.. IPitcher Sample 2 -inch -OD unlined split spoon (SPT) Shelby Tube (Thin-walled, fixed head) OTHER GRAPHIC SYMBOLS Water level (at time of drilling, ATD) V. Water level (after waiting) Minor change in material properties within a stratum — Inferred/gradational contact between strata — 7 - Queried contact between strata 1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum fines are interpretive, and actual lithologic changes may be gradual. Field descriptions may have been modified to reflect results of lab tests. 2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times. The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98011 1838 South Washington Street, Kennewick, WA 99337 Project !Name: Fred Meyer Fueling Facility Boring No,: B-1 B Project Number: 2012-247 Sheet 1 Of 1 Client: Fred Meyer Stores, Inc. Date(s) Drilled: 5124112 Logged By: ELW Surface Conditions: Asphalt Drilling Method(s): Hollow Stem Auger Drill Bit SizeFrype: Total Depth of Borehole: 1 Drill Rig Type: Trailer Mounted Drilling Contractor: Boretec Approximate Surface Elevation: Groundwater Level Not Encountered ATD and Date Measured: Sampling Method(s): SPT Hammer Data : 140 Ib, 30 in drop, rope and cathead Borehole Backfill: Bentonite Chips Location: 431 Rainier Avenue South, Renton, Washington 98055 17522 Bothell Way NE, Bothell, WA 98011 1838 South Washingtor Street, Kennewick, WA 99337 Project Name: Fred Meyer Fueling Facility Key to Log of Boring Project Number: 2012-247 cc, Shee#1 oft Client: Fred Meyer Stores, Inc. COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). © Recovery (%): Core Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the 3 Sample Type: Type of soil sample collected at the depth interval cored interval length. shown. 7 USCS Symbol: USCS symbol of the subsurface material. 44 Sample ID: Sample identification number. 8 Graphic Log: Graphic depiction of the subsurface material L5J Sampling Resistance, blowsft Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval ® MATERIAL DESCRIPTION: Description of material encountered. using the hammer identified on the boring log. May include consistency, moisture, color, and other descriptive text. ® Moisture (%): Moisture, expressed as a water content. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity COMP: Compaction test CONS: One-dimensional consolidation test LL: Liquid Limit, percent MATERIAL GRAPHIC SYMBOLS ■ Asphaltic Concrete (AC) r.� qq Portland Cement Concrete TYPICAL SAMPLER GRAPHIC SYMBOLS Shelby Tube (Thin -wailed, 2 -Inch -OD unlined spilt fixed head) as U Auger sampler Shelby Tube (Thin-walled, Bulk Sample fixed head) 3 -inch -OD California w/ brass rings C ro 0 N .--. N CL N N Q' o L, 9 > -- c J w 4} N v E3°m E U m o 0V)� C (n Y �w 6 MATERIAL DESCRIPTION � COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). © Recovery (%): Core Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the 3 Sample Type: Type of soil sample collected at the depth interval cored interval length. shown. 7 USCS Symbol: USCS symbol of the subsurface material. 44 Sample ID: Sample identification number. 8 Graphic Log: Graphic depiction of the subsurface material L5J Sampling Resistance, blowsft Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval ® MATERIAL DESCRIPTION: Description of material encountered. using the hammer identified on the boring log. May include consistency, moisture, color, and other descriptive text. ® Moisture (%): Moisture, expressed as a water content. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity COMP: Compaction test CONS: One-dimensional consolidation test LL: Liquid Limit, percent MATERIAL GRAPHIC SYMBOLS ■ Asphaltic Concrete (AC) r.� qq Portland Cement Concrete TYPICAL SAMPLER GRAPHIC SYMBOLS GENERAL NOTES 3 CME Sampler LIM Continuous Core Sampler tial Grab Sample '2.5 -inch -OD Modified California w/ brass liners PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 200 Sieve) UC: Unconfined compressive strength test, Qu, in ksf WA: Wash sieve (percent passing No. 200 Sieve) .�� alO�� , OTHER GRAPHIC SYMBOLS IPitcher Sample Shelby Tube (Thin -wailed, 2 -Inch -OD unlined spilt fixed head) spoon (SPT) Auger sampler Shelby Tube (Thin-walled, Bulk Sample fixed head) 3 -inch -OD California w/ brass rings GENERAL NOTES 3 CME Sampler LIM Continuous Core Sampler tial Grab Sample '2.5 -inch -OD Modified California w/ brass liners PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 200 Sieve) UC: Unconfined compressive strength test, Qu, in ksf WA: Wash sieve (percent passing No. 200 Sieve) .�� alO�� , OTHER GRAPHIC SYMBOLS IPitcher Sample — . Water level (at time of drilling, ATD) 2 -Inch -OD unlined spilt v Water level (after waiting) spoon (SPT) Minor change in material properties within a Shelby Tube (Thin-walled, I stratum fixed head) inferredigradational contact between strata ? - Queried contact between strata 1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual fthologic changes may be gradual, Field descriptions may have been modified to reflect results of lab tests. 2: Descriptions on these logs apply only at the specific boring Locations and at the time the borings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times. The Riley Group, Inc. 17522 Rothell way NE. Bothell, WA 98011 1838 South WashEnglor Street, Kennewick, WA 99337 Project Name: Fred Meyer Fueling Facility Boring No.: BAC Project Number: 2012-247 Sheet 1 Of 1 Client: Fred Meyer Stores, Inc. irl"ii Date(s) Drilled: 5124112 Logged By: ELW Surface Conditions- Asphalt Drilling Method(s): Hollow Stem Auger Drill Bit Size/Type: Total Depth of Borehole: 1.5 Drill Rig Type: Trailer Mounted Drilling Contractor: Boretec Approximate Surface Elevation: Groundwater Level Not Encountered ATD and Date Measured: Sampling Methods): SPT Hammer Data: 140 Ib, 30 in drop, rope and cathead Borehole Backfill: Bentonite Chips Location: 431 Rainier Avenue South, Renton, Washington 98055 17522 Bothell Way NE, Bothell, WA 98011 1838 South Washington Street, Kennewick, WA 99337 Project Name: Fred Meyer Fueling Facility Key to Log Of Boring Project Number: 2012-247 Client: Fred Meyer Stores, Inc. `Sheet 1 of 1 COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). © Recovery (%): Core Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the LIJ Sample Type: Type of soil sample collected at the depth interval cored interval length. shown. C l0 eSample ID: Sample identification number. 8 Graphic Log: Graphic depiction of the subsurface material 5 Sampling Resistance, blowsfft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval 9❑ MATERIAL DESCRIPTION: Description of material encountered. N May include consistency, moisture, color, and other descriptive text. y ® Moisture (%): Moisture, expressed as a water content. o E o O o C Ql H ❑ � � T J .... m n E E E 3 $ U n N o cn i nn�w D C7 MATERIAL DESCRIPTION COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). © Recovery (%): Core Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the LIJ Sample Type: Type of soil sample collected at the depth interval cored interval length. shown. USCS Symbol: USCS symbol of the subsurface material. eSample ID: Sample identification number. 8 Graphic Log: Graphic depiction of the subsurface material 5 Sampling Resistance, blowsfft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval 9❑ MATERIAL DESCRIPTION: Description of material encountered. using the hammer identified on the boring log. May include consistency, moisture, color, and other descriptive text. ® Moisture (%): Moisture, expressed as a water content. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity COMP; Compaction test CONS: One-dimensional consolidation test LL: Liquid Limit, percent MATERIAL GRAPHIC SYMBOLS ■ Asphaltic Concrete (AC) aQ. Portland Cement Concrete TYPICAL SAMPLER GRAPHIC SYMBOLS GENERAL NOTES CME Sampler — Continuous Core Sampler Grab Sample '2.5 -inch -OD Modified California w/ brass liners PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 200 Sieve) UC: Unconfined compressive strength test, Qu, in ksf WA: Wash sieve (percent passing No. 200 Sieve) .9 oil N%NE OTHER GRAPHIC SYMBOLS Pitcher Sample Water level (at time of drilling, ATD) 2 -inch -OD unlined split - Water level (after waiting) spoon (SPT) Minor change in material properties within a Shelby Tube (Thin-walled, stratum [' '' fixed head) - Inferred/gradational contact between strata Queried contact between strata 1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may he gradual. Field descriptions may have been modified to reflect results of lab tests. 2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times. The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98011 1838 South Washington Street, Kennewick, WA 99337 Shelby Tube (Thin-walled, fixed head) Auger sampler Bulk Sample 3 -inch -OD California w/ brass rings GENERAL NOTES CME Sampler — Continuous Core Sampler Grab Sample '2.5 -inch -OD Modified California w/ brass liners PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 200 Sieve) UC: Unconfined compressive strength test, Qu, in ksf WA: Wash sieve (percent passing No. 200 Sieve) .9 oil N%NE OTHER GRAPHIC SYMBOLS Pitcher Sample Water level (at time of drilling, ATD) 2 -inch -OD unlined split - Water level (after waiting) spoon (SPT) Minor change in material properties within a Shelby Tube (Thin-walled, stratum [' '' fixed head) - Inferred/gradational contact between strata Queried contact between strata 1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may he gradual. Field descriptions may have been modified to reflect results of lab tests. 2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times. The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98011 1838 South Washington Street, Kennewick, WA 99337 Project Name: Fred Meyer Fueling Facility Boring No.: B-2 Project Number: 2012-247Sheet 1 of 1 Client: Fred Meyer Stores, Inc. Ar", Date(s) Drilled: 5124112 Logged By: Ill Surface Conditions: Asphalt Drilling Method(s): Hollow Stem Auger Drill Bit Size/Type: Total Depth of Borehole: 26.5 Drill Rig Type: Trailer Mounted Drilling Contractor: Boretec Approximate Surface Elevation: Groundwater Level 9'4 Sampling Method(s): SPT 140 130 in drop, rope and Hammer Data and Date Measured: cathead Borehole Backfill: Bentonite Chips Location: 431 Rainier Avenue South, Renton, Washington 98055 ai U C ro N ? C .y 11� e^ E O a p w ~ Q] 01 CD (: U L7 m > a _N E E E 3 U U T w D to U) cn Of � L7 MATERIAL DESCRIPTION 2 0 s Asphalt - 3" Fill Brown silty SAND with some gravel, medium dense, moist (FILL) ML Blue -gray Sandy SILT, softt , moist to we b No recovery 3 17 10 ML — -- - — — — — — — — — Blue -gray SILT with trace sand, medium stiff, wet11 58:9 11 9nn Sp -SM . Blue -gray SAND with some silt, loose, water hearing, trace organics 15 sM Slue -gray silty SAND, foose, water be 5 Contains 2" bed of sandy silt with iron oxide staining, 6" layer of wood debris, 15.8% 32.7 fines 20 swBrown gravelly SAND with trace silt, mm ediudense to dense, water bearing 30 -3 10.4 25— Becomes dense, contains wood debris 41 3.7% fines MA Boring terminated at 26.5 feet. 30 17522 Bothell Way NE, Bothell, WA 98011 1838 SDuLh Washington Street, Kennewick. WA 99337 a Project Name: Fred Meyer Fueling Facility Key to Log of Boring Project Number: 2092-247 Client: Fred Meyer Stores, Inc. Sheet 1 Of i COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). © Recovery (%): Core Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the 3 Sample Type: Type of soil sample collected at the depth interval cored interval length. shown. 7 USCS Symbol: USCS symbol of the subsurface material. 4 Sample ID: Sample identification number. 8 U LIJ Sampling Resistance, blows/ft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval99 MATERIAL DESCRIPTION: Description of material encountered. using the hammer identified on the boring log. May include consistency, moisture, color, and other descriptive text. [R d N CL LO N oA 0 Q1 0 m ❑ ar E o F . q a)~ C) L, U . Q7 N - si (1) Cn N N a 1 E 3 o U 3 a v EU 0 (n fn (A � 2r D 0 MATERIAL DESCRIPTION 2 COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). © Recovery (%): Core Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the 3 Sample Type: Type of soil sample collected at the depth interval cored interval length. shown. 7 USCS Symbol: USCS symbol of the subsurface material. 4 Sample ID: Sample identification number. 8 Graphic Log: Graphic depiction of the subsurface material LIJ Sampling Resistance, blows/ft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval99 MATERIAL DESCRIPTION: Description of material encountered. using the hammer identified on the boring log. May include consistency, moisture, color, and other descriptive text. ® Moisture (%): Moisture, expressed as a water content. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity COMP: Compaction test CONS: One-dimensional consolidation test LL: Liquid Limit, percent MATERIAL GRAPHIC SYMBOLS ■ Asphaltic Concrete (AC) AF IIISILT, SILT w/SAND, SANDY SILT (ML) Silty SAND (SM} Poorly graded SAND with Silt (Si TYPICAL SAMPLER GRAPHIC SYMBOLS Shelby Tube (Thin-walled fixed head) Auger sampler Bulk Sample V 3 -inch -OD California wl A brass rings GENERAL NOTES CME Sampler jContinuous Core Sampler Grab Sample '2.5 -inch -OD Modified California w/ brass Liners PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 200 Sieve) UC: Unconfined compressive strength test, Qu, in ksf WA: Wash sieve (percent passing No, 200 Sieve) Well graded SAND (SW) Pitcher Sample 2 -inch -OD unlined split spoon (Si Shelby Tube (Thin-walled, fixed head) OTHER GRAPHIC SYMBOLS Water level (at time of drilling, ATD) T Water level (after waiting) Minor change in material properties within a stratum Inferredlgradationai contact between strata 7 Queried contact between strata 1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be gradual. Field descriptions may have been modified to reflect results of lab tests. 2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times. The Riley Group, Inc, 17522 Bothell Way NE, Bothell, WA 98011 1838 South Washington Street, Kennewick, WA 99337 Project Name: Fred Meyer Fueling Facility Boring No.: B-3 Project Number: 2012-247 Sheet 1 of 1 Client: Fred Meyer Stores, Inc. Dale(s) Drilled: 5/24112 Logged By: ELW Surface Conditions: Asphalt Drilling Method(s): Hollow Stem Auger Drill Bit Size/Type: Total Depth of Borehole: 16.5 Drill Rig Type: Trailer Mounted Drilling Contractor: Boretec Approximate Surface Elevation: Groundwater Level 9 88 Sampling Method(s): SPT Hammer Data: 140 Ib, 30 in drop, rape and and Date Measured: cathead Borehole Backfill: Bentonite Chips Location: 431 Rainier Avenue South, Renton, Washington 98055 17522 Bothell Way NE, Bothell, WA 98011 183a South Washington Street, Kennewick, WA 99337 Project Name: Fred Meyer Fueling Facility Key to Log of Boring Project Number: 2012-247ICE-, Sheet 1 of 1 Client: Fred Meyer Stores, Inc. COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). © Recovery (%): Core Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface, a ratio of the length of core sample recovered compared to the 3 Sample Type: Type of soil sample collected at the depth interval cored interval length. shown. e7 USCS Symbol: USCS symbol of the subsurface material. eSample ID: Sample identification number. 8 Graphic Log: Graphic depiction of the subsurface material Sampling Resistance, blowslft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval ® MATERIAL DESCRIPTION: Description of material encountered, using the hammer identified an the boring tog. May include consistency, moisture, color, and other descriptive text. ® Moisture (%): Moisture, expressed as a water content, FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity COMP: Compaction test CONS: One-dimensional consolidation test LL: Liquid Limit, percent MATERIAL GRAPHIC SYMBOLS AF Ell i ! SILT, SILT w1SAND, SANDY SILT (ML) TYPICAL SAMPLER GRAPHIC SYMBOLS Shelby Tube (Thin-walled, fixed head) Auger sampler y� ?Q s�3 Bulk Sample -inch -OD California w/ brass rings U Cal N rn _ O 1 C w F ❑ Ql �+ J U ;v NCL a E d E CL UI E 3 >U] 0V U L 7 in Li o U) rn 0 of D co 0 MATERIAL DESCRIPTION � 1 LZJ 4 5 6 7 8 g COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). © Recovery (%): Core Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface, a ratio of the length of core sample recovered compared to the 3 Sample Type: Type of soil sample collected at the depth interval cored interval length. shown. e7 USCS Symbol: USCS symbol of the subsurface material. eSample ID: Sample identification number. 8 Graphic Log: Graphic depiction of the subsurface material Sampling Resistance, blowslft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval ® MATERIAL DESCRIPTION: Description of material encountered, using the hammer identified an the boring tog. May include consistency, moisture, color, and other descriptive text. ® Moisture (%): Moisture, expressed as a water content, FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity COMP: Compaction test CONS: One-dimensional consolidation test LL: Liquid Limit, percent MATERIAL GRAPHIC SYMBOLS AF Ell i ! SILT, SILT w1SAND, SANDY SILT (ML) TYPICAL SAMPLER GRAPHIC SYMBOLS GENERAL NOTES �9 CME Sampler Continuous Core Sampler Grab Sample '2.5 -inch -OD Modified California wl brass liners PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 200 Sieve) UC: Unconfined compressive strength test, Qu, in ksf WA: Wash sieve (percent passing No. 200 Sieve) MPoorly graded SAND with Silt (Si 1 Pitcher Sample 2 -inch -OD unlined split spoon (Si Shelby Tube (Thin-walled, ,L� fixed head) OTHER GRAPHIC SYMBOLS Water level (at time of drilling, ATD) Water level (after waiting) Minor change in material properties within a stratum Inferred/gradational contact between strata v Queried contact between strata 1 Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be gradual. Field descriptions may have been modified to reflect results of lab tests. Z Descriptions on these logs apply only at the specific baring locations and at the time the borings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times. The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98011 1838 South Washington Street, Kennewick, WA 99337 Shelby Tube (Thin-walled, fixed head) Auger sampler y� ?Q s�3 Bulk Sample -inch -OD California w/ brass rings GENERAL NOTES �9 CME Sampler Continuous Core Sampler Grab Sample '2.5 -inch -OD Modified California wl brass liners PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 200 Sieve) UC: Unconfined compressive strength test, Qu, in ksf WA: Wash sieve (percent passing No. 200 Sieve) MPoorly graded SAND with Silt (Si 1 Pitcher Sample 2 -inch -OD unlined split spoon (Si Shelby Tube (Thin-walled, ,L� fixed head) OTHER GRAPHIC SYMBOLS Water level (at time of drilling, ATD) Water level (after waiting) Minor change in material properties within a stratum Inferred/gradational contact between strata v Queried contact between strata 1 Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be gradual. Field descriptions may have been modified to reflect results of lab tests. Z Descriptions on these logs apply only at the specific baring locations and at the time the borings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times. The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98011 1838 South Washington Street, Kennewick, WA 99337 Geolechnical Engineering Report June 5, 2012 Fred Meyer Fueling Facility, Renton, Washington RGI Prqject No. 2012-247 APPENDIX B LIQUEFACTION ANALYSIS Liquefaction analysis was completed using the LiquefyPro software from CivilTech Software USA. Soil and groundwater conditions from boring B-2 and B-3 were used. THE RILEY GROUP, INC. LIQUEFACTION ANALYSIS Renton Fred Meyer Fuel Station Hole No.=B-2 Water Depth=9 ft Shear Stress Ratio Factor of Safety Settlement (h)0 0 1 0 1 5 0 (in.) 5 10 i5 —20 25 CRR ---- CSR fs1---Y• Shaded Zone has Liquefaction Potential S = 2.71 in. Saturated — Unsaturat. — 30 125 5 41 125 5 CivilTech Corporation 2012-247 Plate B-1 Magnitude= 7 Acceleration -0.25g Soil Description Raw Unit Fines 10 h SST Weight C�0� O a pp O r } Q s O G a0O s0 J Q p �0p i 5 110 35 c� i 0 0 .p O O opp 0 oq 5 110 15 C O cs 8 � FFA S = 2.71 in. Saturated — Unsaturat. — 30 125 5 41 125 5 CivilTech Corporation 2012-247 Plate B-1 LIQUEFACTION ANALYSIS Renton Fred Meyer Fuel Station Hole No.=B-3 Water Depth=9 ft 20 25 Magnitude -7 Acceleration=0.25g Raw Unit Fines SPT Weight —1 5 110 35 2 110 35 7 110 15 20 125 5 CivilTech Corporation 2012-247 Plate B-2 Shear Stress Ratio Factor of Safety Settlement Soil Description () 0 1 0 1 5 0 (in.) 10 aQq C7 0 OC O 8 0 } ` 5 O O [] 4 L� I 10 t oO0 t 0 fsT=T Ii S= 1.15 in. 0-0 CRR - -- CSR (s 1— Saturated — Shaded Zone has Liquefaction Potential Unsaturat. — 20 25 Magnitude -7 Acceleration=0.25g Raw Unit Fines SPT Weight —1 5 110 35 2 110 35 7 110 15 20 125 5 CivilTech Corporation 2012-247 Plate B-2 ip • 7.0 OTHER PERMITS Other permits for this project include: • Building Permit • Right -of -Way Use Permit 13245.002.doc I I 4 8.0 CSWPPP ANALYSIS AND DESIGN This project will utilize appropriate erosion and sediment control measures in order to protect the site and adjacent properties. 1. Clearing Limits — The clearing limits are shown on the Demolition and TESC Plan, part of the site development drawings. 2. Cover Measures — Cover measures are added in the TESC notes on the engineering plans. 3_ Perimeter Protection -- Perimeter protection is shown on the engineering plans (silt fencing). 4_ Traffic Area Stabilization — A stabilized construction entrance is shown on the engineering plans. 5. Sediment Retention — Catch basin filters will be used for sediment retention. 6. Surface Water Collection — Onsite surface water will be routed through an onsite BMP prior to being discharged from the site. 7. Dewatering Control — Dewatering may be necessary during onsite excavation_ Only clean water may leave the site. Dewatering may be accomplished through the use of sump pumps. 8. Dust Control — Dust control by sprinklering will be utilized if needed. 9. Flow Control — Flow control is not required for this project. Because this site is more than 1 acre, a General Permit from the Department of Ecology is required_ 13245.002.doc 0 • 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT Bond Quantities will be submitted to the city after the initial project review. 13245.002.doc 1 0 10.0 OPERATION AND MAINTENANCE MANUAL 13245.002.doc OPERATIONS AND MAINTENANCE MANUAL Fred Meyer Fuel Center - #459 Renton Center 431 Rainier Avenue South Renton, Washington Prepared for: The Kroger Co. 3800 S.E. 22nd Avenue Portland, OR 97202 October 19, 2012 Our Job No. 13245 CIVIL ENGINEERING, LAND PLANNING, SURVEYING 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES ♦ OLYMPIA, WA ♦ TACOMA, WA ♦ CONCORD, CA ♦ TEMECULA, CA www.barghausen.com TABLE OF CONTENTS 1.0 INTRODUCTION/GENERAL INFORMATION EXHIBIT A MAINTENANCE GUIDELINES 13245.003.doc 1.0 INTRODUCTIONIGENERAL INFORMATION Catch basins are located on the Fred Meyer Fueling Facility site that collect runoff from the project site and route that runoff through conveyance piping to the northwest corner of the site where runoff enters the existing Fred Meyer conveyance system. Flow Control is not required for this project. Water quality treatment will be provided in a Filterra Bioretention System to meet the City of Renton's Enhanced Basic Water Quality. All facilities on the project site should be maintained on a regular basis of at least twice a year at an interval of every six months. Should vegetation become sparse or should it die out, then it should be replaced around the site to match what the design conditions of the site were when the site was initially constructed. The following pages of this report delineate the requirements for conveyance and water quality facilities maintenance. Please refer to these documents when performing your maintenance on the project site. 13245.003.doc Exhibit A Maintenance Guidelines APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FAC[LfTim NO. 5 - CATCH BASINS AND MANHOLES Maintenance Defect or Problem Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Structure Sediment Sediment exceeds 60% of the depth from the Sump of catch basin contains no bottom of the catch basin to the invert of the sediment. lowest pipe into or out of the catch basin or is within 6 inches of the invert of the lowest pipe into or out of the catch basin. Trash and debris Trash or debris of more than Y: cubic foot which No Trash or debris blocking or is located immediately in front of the catch basin potentially blocking entrance to opening or is blocking capacity of the catch basin catch basin, by more than 10%. Trash or debris in the catch basin that exceeds No trash or debris in the catch basin, 1/3 the depth from the bottom of basin to invert the lowest pipe into or out of the basin. Dead animals or vegetation that could generate No dead animals or vegetation odors that could cause complaints or dangerous present within catch basin. gases (e.g.. methane), Deposits of garbage exceeding 1 cubic foot in No condition present which would volume. attract or support the breeding of insects or rodents. Damage to frame Corner of frame extends more than '/. inch past Frame is even with curb. andfor top slab curb face into the street (If applicable). Top slab has holes larger than 2 square inches or Top slab is free of holes and cracks. cracks wider than/. Inch. Frame not sitting flush on top slab, i.a., Frame is sitting flush on top slab. separation of more than 3/. inch of the frame from the top slab. Cracks in walls or Cracks wider than A inch and longer than 3 feet, Catch basin is sealed and bottom any evidence of soil particles entering catch structurally sound. basin through cracks, or maintenance person judges that catch basin is unsound. Cracks wider than % inch and longer than 1 foot No cracks more than 1/4 inch wide at at the joint of any inlet/outlet pipe or any evidence the joint of inlet/outlet pipe. of soil particles entering catch basin through cracks. Settlement! Catch basin has settled more than 1 inch or has Basin replaced or repaired to design misalignment rotated more than 2 inches out of aiignment. standards. Damaged pipe joints Cracks wider than %-inch at the joint of the No cracks more than %.-inch wide at inleYoutlet pipes or any evidence of soil entering the joint of inlettoutlet pipes. the catch basin at the joint of the inlet/outlet pipes. Contaminants and Any evidence of conlarninants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint_ according to applicable regulations. Source control BMps implemented if appropriate. No contaminants present other than a surface oil film. Inlet/Outlet Pipe Sediment Sediment filling 2G% or more of the pipe. lnleVoutlet pipes clear of sediment. accumulation Trash and debris Trash and debris accumulated in lnletfoullet No trash or debris in pipes. pipes (includes floatablos and non-lloatables). Damaged Cracks wider than'/2-inch at the joint of the No cracks more than %.-inch wide at inletloutlet pipes or any evidence of soil entering the joint of the inlet/oullet pipe. at the joints of the inleVoutlet pipes. 2009 Surface Water Design Manual - Appendix A A-9 1/9/2009 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL„ CONVEYANCF, AND WQ FACILITIES NO.5 - CATCH BASINS AND MANHOLES Maintenance Defect or Problem Condition When Maintenance is Needed Results Expected When Component Maintenance Is Performed Metal Grates Unsafe grate opening Grate with opening wider than 718 Inch. Grate opening meets design (Catch Basins) standards. T Trash and debris Trash and debris that is blocking more than 20% Grate free of trash and debris. of grate surface. footnote to guidelines for disposal Damaged or missing Grate missing or broken member(s) of the grate. Grate is in place and meets design Any open structure requires urgent standards. maintenance. Manhole CoverfLid Coverllid not in place Coverllid is missing oronly partially in place. Coverllid protects opening to Any open structure requires urgent structure. maintenance. Locking mechanism Mechanism cannot be opened by one Mechanism opens with proper tools. Not Working maintenance person with proper tools. Bolts cannot be seated. Self-locking cover/lid does not work. Coverllid difficult to One malntenance person cannot remove Cover/lid can be removed and Remove coverllid after applying 80 lbs. of lift. reinstalled by one maintenance person. [1912009 2009 Surface Water Design Manual — Appendix A A-10 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO.6 - CONVEYANCE PIPES AND DITCHES Maintenance Defect or Problem Conditions When Maintenance is needed Results Expected When Component Maintenance Is Performed Pipes Sediment & debris Accumulated sediment ordebris that exceeds Water flows freely through pipes. accumulation 20% of the diameter of the pipe. Vegetationlroots Vegetationlroots that reduce free movement of Water flows freely through pipes. water through pipes_ Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs Implemented if appropriate. No contaminants present other than a surface oil flim. Damage to protective Protective coating is damaged; rust or corrosion Pipe repaired or replaced. coating or corrosion is weakening the structural integrity of any part of pipe, Damaged Any dent that decreases the cross section area of Pipe repaired or replaced. pipe by more than 20% or is determined to have weakened structural integrity of the pipe. Ditches Trash and debris Trash and debris exceeds 1 cubic foot per 1,000 Trash and debris cleared from square feet of ditch and slopes. ditches. Sediment Accumulated sediment that exceeds 20% of the Ditch cleaned/flushed of all sediment accumulation design depth. and debris so that it matches design. Noxious weeds Any noxious or nuisance vegetation which may Noxious and nuisance vegetation constitute a hazard to County personnel or the removed according to applicable public. regulations. No danger of noxious I vegetation where County personnel or the public might normally be. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Vegetation Vegetation that reduces free movement of water Water flows freely through ditches. j through ditches, I Erosion damage to Any erosion observed on a ditch slope, Slopes are not eroding. slopes Rock lining out of One layer or less of rock exists above native soil Repiace racks to design standards. place or missing (If area 5 square feet or more, any exposed native Applicable) soil. 1,9l2D09 2009 Surface Water Design Manual — Appendix A A-1 ! APPENDIX A MAINTENANCE, REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 11 - GROUNDS (LANDSCAPING) Maintenance Defect or Problem Conditions When Maintenance is Needed Results Expected When Component Maintenance Is Performed Site Trash or litter Any trash and debris which exceed f cubic foot Trash and debris cleared from site. per 1,000 square feet (this is about equal to the amount of trash it would take to fill up one standard sire office garbage can). In general, there should be no visual evidence of dumping. Noxious weeds Any noxious or nuisance vegetation which may Noxious and nuisance vegetation constitute a hazard to County personnel or the removed according to applicable public. regulations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations, Source control BMPs implemented if appropriate. No contaminants present other than a surfaea oil film. Grass/groundcover Grass or groundcover exceeds 18 inches in Grass or groundcover mowed to a height. height no greater than 6 inches. Trees and Shrubs Hazard Any tree or limb of a tree identified as having a No hazard trees in facility. potential to fall and cause property damage or threaten human life. A hazard tree Identified by a qualified arborist must be removed as soon as possible. Damaged Limbs orparts of trees or shrubs that are split or Trees and shrubs with less than 5% broken which affect more than 25% of the total of total foliage with split or broken foliage of the tree or shrub. limbs. Trees or shrubs that have been blown down or No blown down vegetation or knocked over. knocked over vegetation. Trees or shrubs free of injury. Trees or shrubs which are not adequately Tree or shrub in place and supported or are leaning over, causing exposure adequately supported; dead or of the roots. diseased trees removed. 11912009 2009 Surface Water Design Manual — Appendix A A -IG i The Riley Group, Inc. GEOTECHNICAL ENGINEERING REPORT PREPARED BY: -.!i 2Lii THE RILEY GROUP, INC. 17522 BOTHELL WAY NORTHEAST " ! U i r BOTHELL WASHINGTON 98011 PREPARED FOR: FRED MEYER STORES, INC. 3800 SOUTHEAST 22ND AVENUE PORTLAND, OREGON 97202 PROJECT NO. 2012-247 GEOTECHNICAL ENGINEERING REPORT FRED MEYER FUELING FACILITY 431 RAINIER AVENUE SOUTH RENTON, WASHINGTON 48055 JUNE 512012 SERVING THE PACIFY.' NORTHWEST Western Washington, Corporate Office Eastern Washington & Oregon Office 17522 Bothell Way Northeast 1838 South Washington Street Bothell, Washington 98011 Kennewick, Washington 99337 Phone 425.415-0551 • Fax 425. 41-5.0311 Phone 509.586.4840 0 Pax 509. 586.4863 wwwAley-gmup.Com W, The Riley Group, Ine. June 5, 2012 Mr. James Coombes Fred Meyer Stores, Inc. 3800 Southeast 22nd Avenue Portland, Oregon 97202 Subject: Geotechnical Engineering Report Fred Meyer Fueling Facility 431 Rainier Avenue South Renton, Washington 9$455 Project No. 2012-247 Dear Mr. Coombes: As requested, The Riley Group, Inc. (RGI) has performed a Geotechnical Engineering Report (GER) for the hied Meyer Fueling Facility located at 431 Rainier Avenue South in Renton, Washington. RGI understands that hied Meyer Stores, Inc. is planning to construct a fuel station at the site. Our services were outlined in our proposal dated May 18, 2012 and authorized on the same day. This GER presents our geoteelinical findings and recommendations for the proposed project. These recommendations should be incorporated into project design and construction. RGI also recommends that a representative of our Zinn be present on site during portions of the project construction to confirm that the soil and groundwater conditions are consistent with those that form the basis for the engineering recommendations in this GER. If you have any questions or require additional information, please call us at (425) 415 - Respectfully submitted, THE RILEY GRQUP, INC. 2698 _ Eric L. Woad , iso G pN" Project Ge t EEZIC L. WOODS EWIRWIsp b�S�zca � 2 Ricky R. Wang, PhD, PE Principal Engineer SERVING THE PACIFIC NORTHWEST lVestern Washington, Corporate Office Eastern Washington and Oregon Office 17522 1lothell JJriry Northeast, Suite ,i 1838 Sonth IGlaslrington Street Bothell, Wasllington 98011 Kennewick, H ashington 99337 Phone 42S.415.0551 • Fax 425.415.0311 Phone 509.586.4840. Ear 509, 586.4863 11,11-11'.1-iley-group. cant Geotechnical Engineering Report Page ii June 5, 2012 P'red Mover Fieelrng.Facility, Renton, Ifashington RCI Project No, 2011-247 TABLE OF CONTENTS 1.0 PROJECT DESCRIPTION................................................................................................................1 2.0 SCOPE OF WORK.............................................................................................................................1 3.0 SITE CONDITIONS............................................................................................................................2 3.1 SURFACE ...............................................................................................................................................2 3,2 SoiLs.....................................................................................................................................................2 3.3 GROUNDWATER.....................................................................................................................................2 3.4 SEISMIC CONSIDERATIONS....................................................................................................................3 4.0 DISCUSSION AND RECOMMENDATIONS..................................................................................4 4.1 GENERAL ...............................................................................................................................................4 4.2 SITE PREPARATION AND GRADING...................................................................................................--A 4.3 STRUCTURAL FILL.................................................................................................................................5 4.4 EXCAVATIONS AND SHORING................................................................................................................5 4.5 UNDERGROUND STORAGE TANKS(USTS).............................................................................................6 4.6 FOUNDATIONS.......................................................................................................................................6 4.7 KIOSKSLAB-ON-GRADE ........................................................................................................................7 4.8 DRAINAGE....................................................................................................... ...............7 ....................... 4.9 UTILITIES...............................................................................................................................................7 4.10PAVENIENTS........................................................................................................................................... S 5.0 ADDITIONAL SERVICES.................................................................................................................9 6.0 LIMITATIONS....................................................................................................................................9 FIGURES AND APPENDICES Figure1 .................................... Figure2 .................................... Appendix ............ Appendix B ...................... I .............. Site Vicinity Map Geotechnical Exploration Flan ........................................Field Exploration and Laboratory Testing ........................................................................ Liquefaction Analysis THE RILEY GROUPa INC. Geotechnical Engineering Report Page I June 5, 2012 Fred Meyer Fueling Facility, Renton, Washington RGI Project No. 2 012-24 7 1.0 PROJECT DESCRIPTION The Riley Group, Inc. (RGI) has performed a Geotechnical Engineering Report (GER) for the Fred Meyer Fueling Facility located at 431 Rainier Avenue South in Renton, Washington. The approximate location of the site is shown on Figure 1. The site is currently occupied by a commercial building in the south portion of the site. The proposed project consists of a fueling facility including two underground storage tanks (UST). Our understanding of the project is based on the Detailed Site Plan (DD2) prepared by Barghausen Consulting Engineers, Inc. dated May 20, 2012..At the time of preparing this GER, detailed design plans were not available for our review. Based on our experience with similar projects, RGI expects that the proposed kiosk will be a one-story, light -weight structure supported on perimeter walls and spread -footing foundation. Steel columns at each pump island will support the pump island canopy. The maximum load for the canopy is expected to be 50 kips per column. RGI expects that excavations up to 20 feet in depth will be needed for the UST installation. The recommendations in the following sections of this GER are based upon our understanding of the above design features. If actual features vary or changes are made, RGI should review them in order to modify our recommendations as required. In addition, RGI requests to review final design drawings and specifications to verify that our project understanding is correct and that our recommendations have been properly interpreted and incorporated into project design and construction. 2.0 SCOPE OF WORK On May 24, 2012, RGI drilled two test borings to a maximum depth of 26.5 feet below ground surface (bgs). Three attempts were made to drill an additional boring, however, a concrete obstruction was encountered at 1 to 1.5 feet below grade in all three locations. The borings were drilled with a trailer -mounted, hollow stem auger drill rig within the proposed fueling facility and UST area. The approximate boring locations are shown on Figure 2. Using the information obtained from our subsurface exploration, RGI developed geotechnical recommendations for project design and construction for the following: ➢ Soil and groundwater conditions Seismic considerations Site preparation and grading r Excavations Underground storage tanks ➢ Foundations ➢ Slab -on -grade Utilities and pavements Field screening of the soils and sampling of the groundwater was completed as part of the explorations on site. The result of the field screening and testing of the groundwater is provided under separate cover. THE RILEY GROUP, INC. Geotechnical Engineering Report Page 2 June 5, 1012 Fred Meyer Fueling Facility, Renton, Wushingfon RGI Project No, 1012-247 3.0 SITE CONDITIONS 3.1 SURFACE The site is a rectangular -shaped property located to the cast of the existing Fred Meyer store at the southwest corner of the intersection of Rainier Avenue South and Renton Center Way. The site is bound to the north by Renton Center Way, to the east by Rainier Avenue South, to the south by a commercial property, and to the west by Fred Meyer parking. The site is currently occupied by a commercial building in the south portion of the site (Unoccupied Blockbuster Video and Torero's Mexican Restaurant) and asphalt pavement in the remaining area. The site is relatively flat with overall elevation differences of less than 3 feet. 3.2 SOILS The site is underlain by 3 feet of fill over native soil. Based on the depth of the concrete obstruction encountered in three locations on the site, a concrete slab or pavement is located under a large portion of the proposed canopy area. The native soils include 5 feet of very soft to soft sandy silt over 5 to 10 feet of loose silty sand over medium dense to dense sand with gravel. Our review of the Geologic Map of King County Washington by V. E. Livingston Jr. (1970) indicates that the native soil was mapped as Alluvium (Map unit Qa). The soil is mostly unconsolidated silt, sand, and gravel valley fill with some clay. It may include artificial fill and peat locally. This description is generally similar to the soils encountered in our field exploration. More detailed descriptions of the subsurface conditions encountered are presented on the boring logs in Appendix A. Grain -size analyses were perforrned on selected samples and the results are located in Appendix A. 3.3 GROUNDWATER The groundwater table was encountered during the field exploration at 9 to 10 feet bgs and wet soil layers and seepage were encountered as shallow as 5 feet. Fluctuations in groundwater level should be expected on a seasonal and annual basis. The level will be highest during the extended periods of heavy seepage in the wet winter months. Given the time that the field exploration was performed, RGI expects that the groundwater should be close to the seasonal -high level. Groundwater should be expected in excavations that extend more than 5 feet below ground surface (bgs). THE RILEY GROUP, INC. Geotechniccil Engineering Report Page 3 June 5, 2012 Fred Meyer Fueling Fucility, Renton, Washington RGI Project Aro. 2012-247 3.4 SEISMIC CONSIDERATIONS Based on the 2009 International Building Code (IBC), RGI recommends the following seismic parameters for design: Table 12009 IBC Parameter Value Site Soil Site Latitude Site Longitude Short Period Spectral Response Acceleration, (percent g) 1 -Second Period Spectral Response Acceleration, (percent g) Seismic Coefficient, Seismic Coefficient, 28' 40.2" N 12' 58.8" W 143 48.9 1.00 1.511 1. Note: In general accordance with the 2009 IBC, Table 1613.5.2. 16C Site Class is based on the average characteristics of the upper 100 feet of the subsurface profile. 2. Nate: The 2009 IBC requires a site soil profile determination extending to a depth of 100 feet for seismic site classification. The current scope of our services does not include the required 100 -foot soil profile determination. Borings extended to a maximum depth of 26.5 feet, and this seismic site class definition considers that similar soil continues below the maximum depth of the subsurface exploration. Additional exploration to deeper depths would be required to confirm the conditions below the current depth of exploration. Liquefaction is a phenomenon where there is a reduction or complete loss of soil strength due to an increase in water pressure induced by vibrations from a seismic event. Liquefaction mainly affects geologically recent deposits of fine-grained sands that are below the groundwater table. Soils of this nature derive their strength from intergranular friction. The generated water pressure or pore pressure essentially separates the soil grains and eliminates this intergranular friction, thus reducing or eliminating the soil's strength. For liquefaction analysis, soil information obtained from borings B-2 and B-3 was used with the groundwater at 5 feet bgs. Analysis indicates the loose layer between 9 and 20 feet bgs in borings B-2 and B-3 may liquefy under severe earthquake ground motions (Magnitude 7 and horizontal acceleration 0.25 gram) or moderate ground shaking of significant duration. However, the upper 5 to 9 feet of soil above groundwater level will not likely be liquefied during the earthquake event. Based on our analysis and depth of the non -liquefiable soils, a spread footing foundation would not experience a bearing capacity failure. However, total ground settlement up four inches is possible upon dissipation of excess pore pressures generated during a seismic event. Due to the size of the kiosk, the resulting differential settlement should be less than 2 inches along the building length. The canopy may experience up to 2 inches of differential settlement between supports. The analysis is attached in Appendix B. THE RILEY GROUP, INC. Geotechnical Engineering Report Page 4 Jame 5, 20I2 Fred Afever Fueling Facility, Renton, Washington RGf Project No. 2012-247 4,0 DISCUSSION AND RECOMMENDATIONS 4.1 GENERAL Based on our explorations, the site is suitable for the proposed project from a geotechnical standpoint. The native soil at shallow depth is not suitable for direct support of the proposed foundations. The canopy for the proposed fueling facility should be supported on column footing foundations bearing at least 2 feet of structural fill. The proposed kiosk can be supported on spread footing foundation bearing on a 2 -foot structural fill mat. Pavement should be supported on at least 12 inches of structural fill. Detailed recommendations regarding the above issues and other geotechnical design considerations are provided in the following sections. These recommendations should be incorporated into the final design drawings and construction specifications. 4.2 SITE PREPARATION AND GRADING The site should be prepared for construction by removing the asphalt surfacing. A concrete slab or pavements were encountered in the borings that may extend over significant areas of the site. Utilities to be abandoned should be removed and replaced with structural fill. Proofrolling and subgrade verification should be considered an essential step in site preparation. After stripping and prior to placement of structural fill, RGI recommends proofrolling subgrades of the canopy area, pavement area, and areas to receive structural fill. These areas should be compacted to a firm and unyielding condition in order to achieve a minimum compaction level of 95 percent of the modified proctor maximum dry density as determined by the American Society of Testing and Materials D1557-09 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (ASTM D 1557). Proofrolling and adequate subgrade compaction can only be achieved when the soils are within approximately f 2 percent moisture content of the optimum moisture content. Soils which appear firm after stripping and grubbing may be proofrolled with a heavy compactor, loaded double -axle dump truck, or other heavy equipment under the observation of a RGI representative. This observer will assess the subgrade conditions prior to filling. The need for or advisability of proofrolling due to soil moisture conditions should be determined at the time of construction. In wet areas it may be necessary to hand probe the exposed subgrades in lieu of proofrolling with mechanical equipment. Subgrade soils that become disturbed due to elevated moisture conditions should be overexcavated to reveal firm, non -yielding, non-organic soils and backfilled with compacted structural fill. In order to maximize utilization of site soils as structural fill, RGI recommends that the earthwork portion of this project be completed during extended periods of warm and dry weather, if possible. If earthwork is completed during the wet season (typically November through May) it will be necessary to take extra precautionary measures to protect subgrade soils. Wet season earthwork will require additional mitigative measures beyond that which would be expected during the drier summer and fall months. THE RILEY GROUP, INC. Geotechnicul Engineering Report Page 5 June 5, 2012 Fred ,Weyer Fueling Facility, Renton, Washington RGI Project 1Vo. 2012-247 4.3 STRUCTURAL FILL The native soil contains a lot of fines with trace organics and it is not suitable to be used as structural fill. RGI recommends that the import material is used as structural fill for all site grading and backfill. The imported material should meet the following grading requirements: Table 2 Structural Fill Gradation U.S, Sieve Size Percent Passing 3 inches 100 No. 4 sieve 75 percent No. 200 sieve 5 percent * *Based on minus 314 inch fraction. Prior to use, a RGI representative should observe and test all materials imported to the site for use as structural fill. Structural fill materials should be placed in uniform loose layers not exceeding 10 inches and compacted as specified in Table 3. The soil's maximum density and optimum moisture should be determined by ASTM D1557. Location Foundations Slab -on -grade General Fill (non- structural areas) Pavement — Subgrade and Base Course Table 3 Structural Fill Compaction ASTM D1557 Material Type Approved imported fill soils: Approved imported fill soils: Approved imported fill soils: Approved imported fill soils: Minimum Moisture Content Compaction Range Percentage 95 +2 -2 95 +2 -2 90 +3 -2 95 +2 -2 Placement and compaction of structural fill should be observed by RGI. A representative number of in-place density tests should be performed as the fill is being placed to confirm that the recommended level of compaction is achieved. 4.4 EXCAVATIONS AND SHORING Site excavations for USTs, pump island dispensers, and utility and piping trenches must be completed in accordance with the applicable Occupational Safety and Health Administration (OSHA) and American Petroleum Institute (API) or other requirements. Based on OSHA regulations, the native soil classifies as a Group C soil. In addition, seepage and the groundwater table should be expected at 5 feet bgs. THE RILEY GROUP, INC. Geotechnical Engineering Report Page 6 June 5, 1012 Fred Meyer Fueling Facility, Renton, Washington RGI Project AV 2012-247 In all cases, however, appropriate inclinations will depend on the actual soil and groundwater conditions encountered during earthwork. Ultimately, the site contractor must be responsible for maintaining safe excavation slopes that comply with applicable OSHA or Washington Industrial Safety and Health Act (WISHA) guidelines. Accordingly, for excavations more than 4 feet but less than 20 feet in depth, the temporary side slopes should be laid back with a minimum slope inclination of 1%H :1V (Horizontal: Vertical). Following excavation, all exposed slopes must be covered with reinforced plastic sheeting that is securely anchored to the slope face. This sheeting will contain loose soil conditions that may develop on the slope face and ravel off, therefore, preventing erosion of the slope face during periods of precipitation. RGI expect a temporary shoring system or dewatering of the tank excavation will be required. Based on the similar projects and local practice, slide rail or sheet pile shoring system can be used for the tank excavation. The shoring system must be designed by structural engineer and follow manufacture's specifications. 4.5 UNDERGROUND STORAGE TANKS (USTs) RGI understands that two USTs will be installed to the northeast of the canopy and near the existing Fred Meyer sign. The installation of the USTs will require an excavation of up to 20 feet bgs. The USTs can be installed in a single excavation. The depth to the top of the USTs is typically 3 feet below finished grade with at least 2 feet of appropriate backfill material. The backfill can be either pea gravel or other material per API specifications for setting the tanks. Based on the groundwater conditions encountered during exploration, groundwater seepage should be expected in the excavation below 5 feet. A dewatering system or the use of sheet pile shoring will be needed during excavation. Dewatering or shoring system design is not included in this scope of work. The installation will require tank hold down slabs or anchors to accommodate possible buoyant forces. The UST system installation and design must be in accordance with API regulations. 4.6 FOUNDATIONS Following the site grading and UST installation, the proposed canopy can be supported on column foundations bearing on at least 2 feet of structural fill. The proposed kiosk can be supported on continuous footing bearing on a 2 foot -thick structural fill mat. The structural fill mat should extend under the entire kiosk area. The slab for the kiosk should be tied to the continuous foundation system. The structural fill should extend a minimum of 2 feet beyond the edge of the foundations. The use of a woven geotextile separation layer below the structural fill may be necessary depending on the soil conditions encountered in the foundation overexcavations. THE RILEY GROUP, INC. Geotechnical Engineering Report Page 7 June 5, 20I2 Fred Meyer Fueling Facility, Renton, Washington RGI Project No. 2012-247 RGI recommends designing foundations for a net allowable bearing capacity of 2,000 pounds per square foot (psf). For short-term loads, such as wind and seismic, a 113 increase in this allowable capacity can be used. For designing foundations to resist lateral loads, a base friction coefficient of 0.23 can be used. Passive earth pressures acting on the side of the footing can also be considered for resisting lateral loads. RGI recommends calculating this lateral resistance using an equivalent fluid weight of 200 pounds per cubic foot (pef). This value assumes the foundation will be constructed neat against competent structural fill as described in Section 4.2. The recommended friction and passive resistance values include a safety factor of 1.5. With foundations designed in accordance with the recommendations in this section, maximum total and differential post -construction settlements of 1.5 inches and 314 inches in 50 feet, respectively, should be expected. Liquefaction settlements discussed in Section 3.4 will be in addition to the static settlements provided above. 4.7 KIOSK SLAB -ON -GRADE RGI recommends that slab -on -grade be supported on the structural fill mat placed for the kiosk foundations. Immediately below the floor slab, RGI recommends placing a 4 -inch - thick capillary break layer of clean, free -draining pea gravel, washed rock, or crushed rock that has less than five percent passing the U.S. No. 200 sieve. This material will reduce the potential for upward capillary movement of water through the underlying soil and subsequent wetting of the floor slab. Where moisture by vapor transmission is undesirable, an S- to 10 -millimeter -thick plastic membrane should be placed on a 4 -inch -thick layer of capillary break. 4.8 DRAINAGE Final exterior grades should promote free and positive drainage away from building. Water must not pond or collect adjacent to kiosk or within the immediate canopy area. RGI recommends providing a minimum drainage gradient of 3 percent for a minimum distance of 10 feet from the canopy perimeter, except in paved locations. In paved locations, a minimum gradient of 1 percent should be provided unless provisions are included for collection and disposal of surface water adjacent to the structure. 4.9 UTILITIES Utility pipes should be bedded and backfilled in accordance with American Public Works Association (APWA) specifications. For site utilities located within the City of Renton right-of-ways, bedding and backfill should be completed in accordance with City of Renton specifications. The trench backfill should be placed and compacted as structural fill, as described in Section 4.2. Where utilities occur below unimproved areas, the degree of compaction can be reduced to a minimum of 90 percent of the soil's maximum density as determined by the referenced ASTM standard. As noted, excavated native soil should not be used as backfill. Imported THE RILEY GROUP, INC. Geotechnical Engineering Report Page & June 5, 2012 Fred Meyer Fueling Facility, Renton, Washington RGI Prqlec! No. 2012-247 structural fill should be used for all backfills. The backfill material should satisfy the structural fill requirements listed in Section 4.3. Product and vent piping trenches should be sloped, bedded, and backfilled in accordance with the AN specifications. 4.10 PAVEMENTS Pavement section may match the existing pavement section on the site. For new pavement, the subgrade should be prepared as described in Section 4.2 of this GER and as discussed below. Regardless of the relative compaction achieved, the subgrade must be firm and relatively unyielding before paving. This condition should be verified by proof -rolling with construction equipment or hand probe by an RGI representative. With the pavement subgrade prepared as described above, RGI recommends that the area be paved with flexible pavement surface. The following pavement sections are recommended: For heavy truck traffic areas: 4 inches of asphalt concrete (AC) over S inches of crushed rock base (CRB) over 12 inches of structural fill y For general parking areas: 3 inches of AC over 6 inches of CRB over 12 inches of structural fill The asphalt -paving materials used should conform to the Washington State Department of Transportation (WSDOT) specifications for Hot -Mix Asphalt ''/s" Class and CRB surfacing. Long-term pavement performance will depend on surface drainage. A poorly -drained pavement section will be subject to premature failure as a result of surface water infiltrating into the subgrade soils and reducing their supporting capability. For optimum pavement performance, surface drainage gradients of no less than 2 percent are recommended. Also, some degree of longitudinal and transverse cracking of the pavement surface should be expected over time. Regular maintenance should be planned to seal cracks when they occur. THE RILEY GROUP, INC. Geotechnical Engineering Report Page 9 June S, 2012 Fred Meyer Fueling Facility, Renton, Washington RGI Project No. 2012-247 5.0 ADDITIONAL SERVICES RGI is available to provide further geotechnical consultation as the project design develops. RGI should review the final design and specifications in order to verify that earthwork and foundation recommendations have been properly interpreted and incorporated into project design and construction. RGI is also available to provide geotechnical engineering and monitoring services during construction. The integrity of the earthwork and construction depends on proper site preparation and procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. Construction monitoring services are not part of this scope of work. If these services are desired, please let us know and RGI will prepare a cost proposal. 6.0 LIMITATIONS This GER is the property of RGI, Fred Meyer Stores, Inc., and their designated agents and was prepared in accordance with generally accepted geotechnical engineering practices. This GER is intended for specific application to the Fred Meyer Fueling Facility at 431 Rainier Avenue South in Renton, Washington. This GER was prepared for the exclusive use of Fred Meyer Stores, Inc. and its authorized representatives. It should be made available to prospective contractors for information or factual data only and not as a warranty of ground conditions. No other warranty, expressed or implied, is made. The scope of services for this project does not include either specifically or by implication any biological (for example, mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. Field screening of the soils and sampling of the groundwater was completed as part of the explorations on site. The result of the field screening and testing of the groundwater is provided under separate cover. The analyses and recommendations presented in this GER are based upon data obtained from the test borings drilled on site. Variations in soil conditions can occur, the nature and extent of which may not become evident until construction. Site safety, excavation support, and dcwatering requirements are the responsibility of others. In the event that changes in the nature, design, or Iocation of the project as outlined in this GER are planned, the conclusions and recommendations contained in this GER shall not be considered valid unless RGI is requested to reevaluate the recommendations in this GER prior to proceeding with construction. It is the client's responsibility to see that all parties to the project, including the designers, contractors, subcontractors, are made aware of this GER in its entirety. The use of information contained in this GER for bidding purposes should be done at the contractor's option and risk. THE RILEY GROUP, INC. %a %%N%A I LAI Ok Y' P 14 . . . . . . . . . . . . .01 7. A' A WNW �EWMXWL 01 POWer N'Int ML dab USGS, 1994, Renton, Washington Approximate Scale: 111=1000' 7.5 -Minute Quadrangle 0 500 1000 2000 N Fred Meyer Fueling Facility Figure 1 The Riley Group, Inc. 17527 Bothell Way Northeast, Suite A RGI Project Number Site Vicinity Map Date Drawn: Bothcll, Washington 98011 2012-247 0612012 Phone: 425.415.0551 +Fax: 425,415.0311 Address: 431 Rainier Avenue South, Renton, Washington 98055 —1 r/ ��k tth �ffysr°rr t sy 5 4 5 1 1 t ti! y4y5 ��h 551 l 5 0 '.• ht 1 5� `I - • �`t�.''I�r/ F �� 'fit#�' +�l i5 k � � S 5 .�+�,�. � •FF���`lss iN� � 51 5t u k 1tt Q�B-3 1INN t5 ,1 t5 tt t5 ,, 51 � 1 5 5 1 t5 51 �f 1t tt h t5 t5 555 5 k y� . 55 k 1 B h 5 1c, '+ t 5 tt t5 B-1 1 5 + 5 5 h t: 'S1 y 5t s t l 15t �kk tat 51 t 5 5t5 4'G 9�J�r5 / V 5 1 1 it t t1 51y 51 t5 tt i l N r tt t 55 5 l N ter` .'Y t 51�:• .t h hk ih , '�CG, � y y� �i 51 1 �'�r�, � i r+ 5 5 1r 1+51 51 11 5 ,` 1 5555 515t 5t55 5t5 F" Of = BAA to BAC Test Borings terminated due to obstruction m B-2 and B-3 Test Borings Approximate Scale: 1 "=40' Drawn from Barghausen Consulting Engineers, Inc., DD -2 Detailed Site Plan, dated 05118/12. 0 20 40 80 N The Riley Group, Inc Fred Meyer Fueling Facility Figure 2 RGI Project Dumber Geotechnical Exploration Plan Date Drawn: 1522 Bothell Way Northeast, Suite A Bothell, Washington 98011 2012-247 06/2012 Phone: 425.415.0551 ♦ Fax: 42.5,415.0311 Address: 431 Rainier Avenue South, Renton, Washington 98055 Geotechnical Engineering Report Fred ,Wt-yer Fueling Facility, Renton, Washington June 5, 2012 RG1 Project No. 2012-247 APPENDIX A FIELD EXPLORATION AND LABORATORY TESTING Fred Meyer Fueling Facility 431 Rainier Avenue South Renton, Washington 98055 On May 24, 2012, RGI performed our field exploration using a trailer -mounted drill rig. RGI explored subsurface soil conditions at the site by advancing two test borings to a maximum depth of 26.5 feet below existing grade. The boring locations are shown on Figure 2. The boring locations were approximately determined by interpolating from existing property features. The boring logs are presented on attached boring logs. A geologist from our office conducted the field exploration and classified the soil conditions encountered, maintained a log of each test boring, obtained representative soil samples, and observed pertinent site features. All soil samples were visually classified in accordance with the Unified Soil Classification System (USCS) described on the sheet behind the boring logs. Representative soil samples obtained from the borings were placed in closed containers and taken to our laboratory for further examination and testing. The moisture content selected samples were measured and are reported on the boring logs. Grain -size analyses were performed on selected samples. THE RILEY GROUP, INC. Project Name: Fred Meyer Fueling Facility Boring No.: B-1 A Project Number: 2012-247 Sheet 1 of 1 Client: Fred Meyer Stores, Inc. Date(s) Drilled: 5124112 Logged By: ELW Surface Conditions: Asphalt Drilling Method(s): Hollow Stem Auger Drill Bit Size/Type: Total Depth of Borehole: 1 Drill Rig Type: Trailer Mounted Drilling Contractor: Boretec Approximate Surface Elevation: Groundwater Level Not Encountered ATQ Sampling Method(s): SPT 140 Ib, 30 in drop, rope and Hammer Data and Date Measured: cathead Borehole Backfill: Bentonite Chips Location: 431 Rainier Avenue South, Renton, Washington 98055 17522 Bothell Way NE, Bcthell, WA 98011 1838 South Washington Street, Kennewick, WA 99331 Project Name: Fred Meyer Fueling Facility , Key to Log of Boring Project Number: 2012-247 Sheet 1 of I Client: Fred Meyer Stores, Inc. COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). ©Recovery (%): Care Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the 3 Sample Type: Type of soil sample collected at the depth interval cored interval length. shown. 7 USCS Symbol: USCS symbol of the subsurface material. F41 Sample ID: Sample identification number. 8 Graphic Log: Graphic depiction of the subsurface material 5 Sampling Resistance, blowslft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval 09 MATERIAL DESCRIPTION: Description of material encountered. using the hammer identified on the boring log, May include consistency, moisture, color, and other descriptive text. ® Moisture (%): Moisture, expressed as a water content. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity COMP: Compaction test CONS: One-dimensional consolidation test LL: Liquid Limit, percent MATERIAL GRAPHIC SYMBOLS ■ Asphaltic Concrete (AC) v4 j Portland Cement Concrete TYPICAL SAMPLER GRAPHIC SYMBOLS Shelby Tube (Thin-walled, fixed head) Q Auger sampler Bulk Sample 3 -inch -OD California w/ brass rings U m C .y o E E o 0 U) J U t[7 'm Q CL E d E Q N E 3 >CO c, U Q N w o1 to cSOo to a of D Q9 MATERIAL DESCRIPTION g COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). ©Recovery (%): Care Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the 3 Sample Type: Type of soil sample collected at the depth interval cored interval length. shown. 7 USCS Symbol: USCS symbol of the subsurface material. F41 Sample ID: Sample identification number. 8 Graphic Log: Graphic depiction of the subsurface material 5 Sampling Resistance, blowslft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval 09 MATERIAL DESCRIPTION: Description of material encountered. using the hammer identified on the boring log, May include consistency, moisture, color, and other descriptive text. ® Moisture (%): Moisture, expressed as a water content. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity COMP: Compaction test CONS: One-dimensional consolidation test LL: Liquid Limit, percent MATERIAL GRAPHIC SYMBOLS ■ Asphaltic Concrete (AC) v4 j Portland Cement Concrete TYPICAL SAMPLER GRAPHIC SYMBOLS GENERAL NOTES I CME Sampler Continuous Core Sampler III Grab Sample '2.5 -inch -OD Modified California w/ brass liners PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 200 Sieve) UC: Unconfined compressive strength test, Qu, in ksf WA: Wash sieve (percent passing No. 200 Sieve) OTHER GRAPHIC SYMBOLS J Pitcher Sample 2 -inch -OD unlined split spoon (SPT) Shelby Tube (Thin-walled, 1 fixed head) Water level (at time of drilling, ATD) Water level (after waiting) Minor change in material properties within a stratum Inferredlgradational contact between strata - ? Queried contact between strata 1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be gradual. Field descriptions may have been modified to reflect results of lab tests. 2: Descriptions on these logs apply only at the specific boring locations and at the time the horings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times. The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98611 1838 South Washington Street, Kennewick, WA 99337 Shelby Tube (Thin-walled, fixed head) Auger sampler Bulk Sample 3 -inch -OD California w/ brass rings GENERAL NOTES I CME Sampler Continuous Core Sampler III Grab Sample '2.5 -inch -OD Modified California w/ brass liners PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 200 Sieve) UC: Unconfined compressive strength test, Qu, in ksf WA: Wash sieve (percent passing No. 200 Sieve) OTHER GRAPHIC SYMBOLS J Pitcher Sample 2 -inch -OD unlined split spoon (SPT) Shelby Tube (Thin-walled, 1 fixed head) Water level (at time of drilling, ATD) Water level (after waiting) Minor change in material properties within a stratum Inferredlgradational contact between strata - ? Queried contact between strata 1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be gradual. Field descriptions may have been modified to reflect results of lab tests. 2: Descriptions on these logs apply only at the specific boring locations and at the time the horings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times. The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98611 1838 South Washington Street, Kennewick, WA 99337 Project Name: Fred Meyer Fueling Facility „ Boring NO.: B-1 B Project Number: 2012-247 Sheet I of 'I Client: Fred Meyer Stores, Inc. Date(s) Drilled: 5/24112 Logged By: ELW Surface Conditions: Asphalt Drilling Method(s): Hollow Stem Auger Drill Bit Size/Type: Total Depth of Borehole: 1 Drill Rig Type: Trailer Mounted Drilling Contractor: Boretec Approximate Surface Elevation: Groundwater Level Not Encountered ATD and Date Measured: Sampling Methcd(s): SPT Hammer Data: 140 Ib, 30 in drop, rope and cathead Borehole Backfill: Bentonite Chips Location: 431 Rainier Avenue South, Renton, Washington 98055 17522 Bothell Way NE, Bothell, WA 98011 1838 South Washington Street, Kennewick, WA 99337 Project Name: Fred Meyer Fueling Facility Key to Log of Boring Project Number: 2012-247of,, 1 Sheet 7 of 1 Client: Fred Meyer Stares, Inc. I ", COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). © Recovery (%): Core Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the LIJ Sample Type: Type of soil sample collected at the depth interval cored interval length. shown. 7 USCS Symbol: USCS symbol of the subsurface material. 4eSample ID: Sample fdentificatfon number. [8J Graphic Log: Graphic depiction of the subsurface material 5 Sampling Resistance, blows/ft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval MATERIAL DESCRIPTION: Description of material encountered. using the hammer identified on the boring log. May include consistency, moisture, color, and other descriptive text. ® Moisture (%): Moisture, expressed as a water content. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity COMP: Compaction test CONS: One-dimensional consolidation test LL: Liquid Limit, percent MATERIAL GRAPHIC SYMBOLS EAsphaltic Concrete (AC) Iff. -.7 '; X44, Portland Cement Concrete A..� TYPICAL SAMPLER GRAPHIC SYMBOLS rV' Shelby Tube (Thin-walled, fixed head) Auger sampler Bulk Sample 3 -inch -OD California wl brass rings 2 Lo N o 0 10 0 o d J °- C N H m EllE, O > Q E E E 3 o U U CL m FU U)) 0 D N n � Cl)m MATERIAL DESCRIPTION 2i COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). © Recovery (%): Core Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the LIJ Sample Type: Type of soil sample collected at the depth interval cored interval length. shown. 7 USCS Symbol: USCS symbol of the subsurface material. 4eSample ID: Sample fdentificatfon number. [8J Graphic Log: Graphic depiction of the subsurface material 5 Sampling Resistance, blows/ft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval MATERIAL DESCRIPTION: Description of material encountered. using the hammer identified on the boring log. May include consistency, moisture, color, and other descriptive text. ® Moisture (%): Moisture, expressed as a water content. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity COMP: Compaction test CONS: One-dimensional consolidation test LL: Liquid Limit, percent MATERIAL GRAPHIC SYMBOLS EAsphaltic Concrete (AC) Iff. -.7 '; X44, Portland Cement Concrete A..� TYPICAL SAMPLER GRAPHIC SYMBOLS rV' Shelby Tube (Thin-walled, fixed head) Auger sampler Bulk Sample 3 -inch -OD California wl brass rings GENERAL NOTES P9 CME Sampler Continuous Core Sampler Grab Sample '2,5 -inch -OD Modified California w/ brass liners PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 200 Sieve) UC: Unconfined compressive strength test, Qu, in ksf WA: Wash sieve (percent passing No. 200 Sieve) OTHER GRAPHIC SYMBOLS ■ Pitcher Sample Water level (at time of drilling, ATD) JJJ 2 -inch -OD unlined split T Water level (after waiting) spoon (SPT) Minor change in material properties within a f,J Shelby Tube (Thin-walled, stratum V d fixed head) Inferred/gradational contact between strata ? Queried contact between strata 1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be gradual. Field descriptions may have been modified to reflect results of lab tests. 2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times. The Wey Group, lne 17522 Bothell Way NE, Bothell, WA 98011 1838 South Washington Street, Kennewick, WA 99337 Project Name: Fred Meyer Fueling Facility Boring NO.: B-1 C Project Number: 2012-247 Sheet 1 Of 1 Client: Fred Meyer Stores, Inc. Date(s) Drilled: 5124/12 Logged By: ELW Surface Conditions: Asphalt Drilling Method(s): Hollow Stem Auger Drill Bit Size[Type: Total Depth of Borehole: 1.5 Drill Rig Type: Trailer Mounted Drilling Contractor: Soretec Approximate Surface Elevation: Groundwater Level Not Encountered ATD and Date Measured: Sampling Method(s): SPT Hammer Data: 140 Ib, 30 in drop, rope and cathead Borehole Backfill: Bentonite Chips Location: 431 Rainier Avenue South, Renton, Washington 98055 17522 Bothell Way NE, Bothell, WA 98011 1838 South Washington Street, Kennewick, WA 99337 Project Name: Fred Meyer Fueling Facility Key to Log of Boring Project Number: 2012-247 Sheet 1 of 1 Client: Fred Meyer Stores, Inc. COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). ® Recovery (%): Core Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the 3 Sample Type: Type of soil sample collected at the depth interval cored interval length. shown. F71 USCS Symbol: USCS symbol of the subsurface material. eSample ID: Sample identification number. 8 Graphic Log: Graphic depiction of the subsurface material 5 Sampling Resistance, blows/ft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval F9 MATERIAL DESCRIPTION: Description of material encountered, using the hammer identified on the boring log. May include consistency, moisture, color, and other descriptive text. ® Moisture (%): Moisture, expressed as a water content. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity COMP: Compaction test CONS: One-dimensional consolidation test LL: Liquid Limit, percent MATERIAL GRAPHIC SYMBOLS ■ Asphaltic Concrete (AC) q ¢ Portland Cement Concrete TYPICAL SAMPLER GRAPHIC SYMBOLS P,,I Shelby Tube (Thin-walled, LJ fixed head) y�5 Auger sampler k? Bulk Sample �Tz? 3 -inch -OD California w/ 1 brass rings GENERAL NOTES CME Sampler Continuous Core Sampler IL Grab Sample 2.5 -inch -OD Modified California w1 brass finers PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 200 Sieve) UC: Unconfined compressive strength test, Qu, in ksf WA: Wash sieve (percent passing No. 200 Sieve) OTHER GRAPHIC SYMBOLS F Pitcher Sample Water level (at time of drilling, ATD) 2 -inch -OD unlined split dater level (after waiting) spoon (SPT) Minor change in material properties within a ,x% Shelby Tube (Thin-walled, y stratum fixed head) Inferredlgradaticnal contact between strata ? Queried contact between strata 1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be gradual. Field descriptions may have been modified to reflect results of lab tests. 2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times. The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98011 1838 South Washington Street, Kennewick, WA 99337 a� m a o J J w O cn cj rn -0 tY � Cry MATERIAL DESCRIPTION � COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). ® Recovery (%): Core Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the 3 Sample Type: Type of soil sample collected at the depth interval cored interval length. shown. F71 USCS Symbol: USCS symbol of the subsurface material. eSample ID: Sample identification number. 8 Graphic Log: Graphic depiction of the subsurface material 5 Sampling Resistance, blows/ft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval F9 MATERIAL DESCRIPTION: Description of material encountered, using the hammer identified on the boring log. May include consistency, moisture, color, and other descriptive text. ® Moisture (%): Moisture, expressed as a water content. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity COMP: Compaction test CONS: One-dimensional consolidation test LL: Liquid Limit, percent MATERIAL GRAPHIC SYMBOLS ■ Asphaltic Concrete (AC) q ¢ Portland Cement Concrete TYPICAL SAMPLER GRAPHIC SYMBOLS P,,I Shelby Tube (Thin-walled, LJ fixed head) y�5 Auger sampler k? Bulk Sample �Tz? 3 -inch -OD California w/ 1 brass rings GENERAL NOTES CME Sampler Continuous Core Sampler IL Grab Sample 2.5 -inch -OD Modified California w1 brass finers PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 200 Sieve) UC: Unconfined compressive strength test, Qu, in ksf WA: Wash sieve (percent passing No. 200 Sieve) OTHER GRAPHIC SYMBOLS F Pitcher Sample Water level (at time of drilling, ATD) 2 -inch -OD unlined split dater level (after waiting) spoon (SPT) Minor change in material properties within a ,x% Shelby Tube (Thin-walled, y stratum fixed head) Inferredlgradaticnal contact between strata ? Queried contact between strata 1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be gradual. Field descriptions may have been modified to reflect results of lab tests. 2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times. The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98011 1838 South Washington Street, Kennewick, WA 99337 Project Name: Fred Meyer Fueling Facility , Boring No.: B-2 Project Number: 2012-247 Sheet 'I of 1 Client: Fret! Meyer Stores, Inc. Dates) Drilled: 5124112 Logged By: Eli Surface Conditions: Asphalt Drilling Method(s): Hollow Stem Auger Drill Bit Size/Type: Total Depth of Borehole: 26-5 Drill Rig Type: Trailer Mounted Drilling Contractor: Boretec Approximate Surface Flevation: Groundwater Level 9'0 Sampling Methcd(s)', SPT 140 Ib, 30 in drop, rope and Hammer Data and Date Measured: cathead Borehole Backfill: Bentonite Chips Location: 431 Rainier Avenue South, Renton, Washington 98055 10111111 — — — -' — — — — — — — ML Blue -gray SILT with trace sand, medium stiff, wet 5 SP -SM ._JtJ Blue -gray SAND with some silt, loose, water bearing, trace organics 29:0 5 SM Blue -gray silty SAND, loose, water bearing 5 Contains 2" bed of sandy silt with iron oxide staining, 6" layer of wood debris, 15.8% 32.7 fines 5vv Brown gravelly SAND with trace silt, medium dense to dense, water bearing 30 3.2% fines o.a 25 Becomes dense, contains wood debris 41 10.4 3.7% fines • Boring terminated at 26.5 feet. 39 The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98911 1838 South Washington Street, Kennewick, WA 99337 ai U C SD N �3 y c v 4 .4 F-- O y D7 S 4J U 2 > a _N F $ � QU U �p a iq 0 w O in to W � IY t7 MATERIAL DESCRIPTION g sph Asphalt - 3" Fill Brown silty SAND with some gravel, medium dense, moist (FILL) ML Blue -gray sandy SILT, soft, moist to wet — — - 5 No recovery 3 10111111 — — — -' — — — — — — — ML Blue -gray SILT with trace sand, medium stiff, wet 5 SP -SM ._JtJ Blue -gray SAND with some silt, loose, water bearing, trace organics 29:0 5 SM Blue -gray silty SAND, loose, water bearing 5 Contains 2" bed of sandy silt with iron oxide staining, 6" layer of wood debris, 15.8% 32.7 fines 5vv Brown gravelly SAND with trace silt, medium dense to dense, water bearing 30 3.2% fines o.a 25 Becomes dense, contains wood debris 41 10.4 3.7% fines • Boring terminated at 26.5 feet. 39 The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98911 1838 South Washington Street, Kennewick, WA 99337 Project Name: Fred Meyer Fueling Facility Key t0 Log of Boring Project Number: 2012-247 'Sheet1 aft Client: Fred Meyer Stores, Inc. COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). ® Recovery (%): Core Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface. v a ratio of the length of core sample recovered compared to the 3 Sample Type: Type of soil sample collected at the depth interval Bulk Sample cored interval length. shown. 7�7 USCS Symbol: USCS symbol of the subsurface material. eSampleID: Sample identification number. 13 C N Sampling Resistance, blowslft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval ® MATERIAL DESCRIPTION: Description of material encountered. using the hammer identified on the boring log. May include consistency, moisture, color, and other descriptive D text. ® Moisture (%): Moisture, expressed as a water content. w C0 N 0 4 c O L- C N U 'm L n E d E d S17 E > O U) U L n 7 N w q cit U) 0� of 7) m 0 MATERIAL DESCRIPTION g COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). ® Recovery (%): Core Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the 3 Sample Type: Type of soil sample collected at the depth interval Bulk Sample cored interval length. shown. 7�7 USCS Symbol: USCS symbol of the subsurface material. eSampleID: Sample identification number. 13 Graphic Log: Graphic depiction of the subsurface material Sampling Resistance, blowslft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval ® MATERIAL DESCRIPTION: Description of material encountered. using the hammer identified on the boring log. May include consistency, moisture, color, and other descriptive text. ® Moisture (%): Moisture, expressed as a water content. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity COMP: Compaction test CONS: One-dimensional consolidation test LL: Liquid Limit, percent MATERIAL GRAPHIC SYMBOLS ■ Asphaltic Concrete (AC) AF SILT, SILT w/SAND, SANDY SILT (ML) illi I Silty SAND (SM) "•IIII Poorly graded SAND with Silt (SP -SM) TYPICAL SAMPLER GRAPHIC SYMBOLS GENERAL NOTES CME Sampler �9 Continuous Core Sampler Grab Sample 2.5 -inch -OD Modified California w/ brass liners PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 2C0 Sieve) UC: Unconfined compressive strength test, Qu, in I WA: Wash sieve (percent passing No. 200 Sieve) �••,•, ;•� Well graded SAND (SW) OTHER GRAPHIC SYMBOLS Pitcher Sample Water level (at time of drilling, ATD) 2 -inch -OD unlined split T Water level (after waiting) �, spoon (SPT) Minor change in material properties within a '`.I' Shelby Tube (Thin-walled, l stratum L fixed head) Inferredigradational contact between strata ? Queried contact between strata 1; Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be gradual. Field descriptions may have been modified to reflect results of lab tests, 2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times. The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98011 1838 South Washington Street, Kennewick, WA 99337 Shelby Tube (Thin-walled, V''•J fixed head) Auger sampler Bulk Sample I3 -inch -OD California wl brass rings GENERAL NOTES CME Sampler �9 Continuous Core Sampler Grab Sample 2.5 -inch -OD Modified California w/ brass liners PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 2C0 Sieve) UC: Unconfined compressive strength test, Qu, in I WA: Wash sieve (percent passing No. 200 Sieve) �••,•, ;•� Well graded SAND (SW) OTHER GRAPHIC SYMBOLS Pitcher Sample Water level (at time of drilling, ATD) 2 -inch -OD unlined split T Water level (after waiting) �, spoon (SPT) Minor change in material properties within a '`.I' Shelby Tube (Thin-walled, l stratum L fixed head) Inferredigradational contact between strata ? Queried contact between strata 1; Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be gradual. Field descriptions may have been modified to reflect results of lab tests, 2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times. The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98011 1838 South Washington Street, Kennewick, WA 99337 Project Name: Fred Meyer Fueling Facility Boring No.: B-3 Project Number: 2012-247 Sheet 1 of 1 Client: Fred Meyer Stores, Inc. Arl�, Date(s) Drilled: 5124112 Logged By: ELW Surface Conditions: Asphalt Drilling Method(s): Hollow Stem Auger Drill Bit Size/Type: Total Depth of Borehole: 16.5 Drill Rig Type: Trailer Mounted Drilling Contractor: Boretec Approximate Surface Elevation: Groundwater Level x'86 Sampling Method(s): SPT Hammer Data 140 Ib, 30 in drop, rope and and Date Measured: cathead Borehole Backfill: Bentonite Chips Location: 431 Rainier Avenue South, Renton, Washington 98055 T ML Tan SILT with some sand, soft, wet Mottled, trace organics s 3 42,9 Becomes very soft to soft, contains silty sand interbeds with light seepage 2 37.1 SP -SM Brown SAND with some silt, loose, water bearing 7 25.5 ^ 5 SP -SM Gray SAND with some silt and trace gravel, medium dense, water bearing 20 Trace organics 222 Boring terminated at 16.5 feet. 20 25 30 The Riley Group, Inc, 17522 Bothell Way NE, Bothell, WA 98011 1 B38 South Washington Street, Kennewick, WA 99337 6 U f6 U) 5 O CO N Q v N N C ,Mf a) � U) U 'F 7 N w o cn cn cn N c7 MATERIAL DESCRIPTION Fill Brown silty gravelly SAND, medium dense, moist (FELL) T ML Tan SILT with some sand, soft, wet Mottled, trace organics s 3 42,9 Becomes very soft to soft, contains silty sand interbeds with light seepage 2 37.1 SP -SM Brown SAND with some silt, loose, water bearing 7 25.5 ^ 5 SP -SM Gray SAND with some silt and trace gravel, medium dense, water bearing 20 Trace organics 222 Boring terminated at 16.5 feet. 20 25 30 The Riley Group, Inc, 17522 Bothell Way NE, Bothell, WA 98011 1 B38 South Washington Street, Kennewick, WA 99337 Project Name; Fred Meyer Fueling Facility Key to Log of Boring Project Number: 2012-247 � Sheet 1 of 1 Client: Fred Meyer Stores, Inc. COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). © Recovery (%): Core Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the 3 Sample Type: Type of soil sample collected at the depth interval cored interval length. shown. 7 USCS Symbol: USCS symbol of the subsurface material. 44 Sample ID: Sample identification number. S Graphic Log: Graphic depiction of the subsurface material 5 Sampling Resistance, blowsfft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval F9 MATERIAL DESCRIPTION: Description of material encountered. using the hammer identified on the boring log. May include consistency, moisture, color, and other descriptive text. ® Moisture l Moisture, expressed as a water content. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity COMP: Compaction test CONS: One-dimensional consolidation test LL: Liquid Limit, percent MATERIAL GRAPHIC SYMBOLS AF �I I ILt SILT, SILT w1SAND, SANDY SILT (ML) TYPICAL SAMPLER GRAPHIC SYMBOLS Shelby Tube (Thin-walled, CME Sampler fixed mead) f Auger sampler Continuous Core Sampler Bulk Sample III Grab Sample T3 -inch -OD California w/ 2.5 -inch -OD Modified brass rings ' California w/ brass finers v CLc -- a Q o N Cl M ?_ 7 N 0 E r 0 Cn U E E 3 6 Q M 0 Cu in to U) � IY � c7 MATERIAL DESCRIPTION g° COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). © Recovery (%): Core Recovery Percentage is determined based on 2 Depth (feet): Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the 3 Sample Type: Type of soil sample collected at the depth interval cored interval length. shown. 7 USCS Symbol: USCS symbol of the subsurface material. 44 Sample ID: Sample identification number. S Graphic Log: Graphic depiction of the subsurface material 5 Sampling Resistance, blowsfft: Number of blows to advance driven encountered. sampler one foot (or distance shown) beyond seating interval F9 MATERIAL DESCRIPTION: Description of material encountered. using the hammer identified on the boring log. May include consistency, moisture, color, and other descriptive text. ® Moisture l Moisture, expressed as a water content. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity COMP: Compaction test CONS: One-dimensional consolidation test LL: Liquid Limit, percent MATERIAL GRAPHIC SYMBOLS AF �I I ILt SILT, SILT w1SAND, SANDY SILT (ML) TYPICAL SAMPLER GRAPHIC SYMBOLS Shelby Tube (Thin-walled, CME Sampler fixed mead) f Auger sampler Continuous Core Sampler Bulk Sample III Grab Sample T3 -inch -OD California w/ 2.5 -inch -OD Modified brass rings ' California w/ brass finers GENERAL NOTES PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 200 Sieve) UC: Unconfined compressive strength test, Qu, in ksf WA: Wash sieve (percent passing No. 200 Sieve) c • Poorly graded SAND with Silt (SP -SM) Pitcher Sample 2 -inch -OD unlined split S:. spoon (SPT) Shelby Tube (Thin-walled, fixed head) OTHER GRAPHIC SYMBOLS — Water level (at time of drilling, ATD) • Water level (after wailing) Minor change in material properties within a �- stratum Inferredigradational contact between strata -? Queried contact between strata 1, Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be gradual. Field descriptions may have been modified to reflect results of lab tests. 2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times. The Riley Group, Inc - 17522 Bothell Way NE, Bothell, WA 98011 1638 South Washington Street, Kennewick, WA 99337 Geotechnical Engineering Report June 5, 2012 Fred Mever Fueling Facility, Renton, Washington RGI Project No, 2012-247 APPENDIX B LIQUEFACTION ANALYSIS Liquefaction analysis was completed using the LiquefyPro software from CivilTech Software USA. Soil and groundwater conditions from boring B-2 and B-3 were used. THE RILEY GROUP, INC. LIQUEFACTION ANALYSIS CivilTech Corporation 2012-247 Magnitude -7 Acceleration`0.25g Raw Unit Fines SPT Weight % 5 110 35 5 110 35 5 110 15 30 125 5 41 125 5 Plate B-1 Renton Fred Meyer Fuel Station Hole No. -B-2 Wafer Depth -9 ft Shear Stress Ratio Factor of Safety Settlement Soil Description ()0 0 1 0 1 I 5 0 (in.) 10 v 0 F; O _5 — O 0� 0 O 0 00 �I oar G � J � I 108? r V v j r 0 to D p O - t7 uD� I —20 O — a0q L� 8Dh L aDa -- 25 O U' fst=1. 0 S=2.71 in. m _ cRR CSR ts! Saturated — = Shaded Zone has Liquefaction Potential Unsaturat. — . a d — 30 0 r U d V a d 35 _Q CivilTech Corporation 2012-247 Magnitude -7 Acceleration`0.25g Raw Unit Fines SPT Weight % 5 110 35 5 110 35 5 110 15 30 125 5 41 125 5 Plate B-1 LIQUEFACTION ANALYSIS Renton Fred Meyer Fuel Station Hole No.=B-3 Water Depth_9 ft Shear Stress Ratio Factor of Safety Settlement Soil Description (n)0 0 1 0 1 5 0 (in.) 10 F77 ?0 F I O o0 �. i � Q i p0 O —5 4 o� E. -10 — a - Og� ¢00 }O —15 G Ci S= 1.15 in. 0 10 - CRR CSR fsi— Saturated — Shaded Zone has Liquefaction Potential Unsaturat. — —20 25 Magnitude -7 Acceleration -0.25g Raw Unit Fines SPT Weight - 5 110 35 2 110 35 7 110 15 20 125 5 CivilTech Corporation 2012-247 Plate B-2 Form No. 14 Subdivision Guarantee Guarantee No.: NCS-520798-OR1 GUARANTEE Issued by First American Title Insurance Company 200 SW Market Street, Suite 250, Portland, OR 97201 Title Officer.- Kristine Pizzuti Phone: (503)795-7600 FAX. (866)678-0591 First American Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) Guarantee No.: NCS -520798 -ORI Page No.: 1 First American Title Insurance Company National Commercial services 200 SW Market Street, Suite 250, Portland, OR 97201 (503)795-7600 - FAX (866)678-0591 Rachael Rodgers Melinda Dee Sylvester (503)795-7608 (503)795-7697 rrodgers@firstam.com mdsylvester@firstam.com SUBDIVISION GUARANTEE LIABILITY $ 3,000.00 ORDER NO.: MCS-520798-OR1 FEE $ 500.00 TAX $ 47.50 YOUR REF.: QFC Renton Store / 4800 Northeast 4th First American Title Insurance Company a Corporation, herein called the Company Subject to the Liability Exclusions and Limitations set forth below and in Schedule A. GUARANTEES Fred Meyer herein called the Assured, against loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth above. 3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. Dated: April 9, 2012 at 7:30 A.M. FirstAmencan Title Insurance Company Form No, 14 Subdivision Guarantee (4-10-75) REPORT NO. 2 SCHEDULE A The assurances referred to on the face page are: A. Title is vested in: Fred Meyer Stores, Inc., a Delaware corporation Guarantee No,: NCS -524798 -ORI Page No.: 2 B. That according to the Company's title plant records relative to the following described real property (including those records maintained and indexed by name), there are no other documents affecting title to said real property or any portion thereof, other than those shown below under Record Matters. The following matters are excluded from the coverage of this Guarantee: 1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. 2. Water rights, claims or title to water. 3. Tax Deeds to the State of Washington. 4. Documents pertaining to mineral estates. DESCRIPTION: PARCEL F, CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO. LUA 99-017, RECORDED UNDER RECORDING NUMBER 9904069001, BEING A PORTION OF HENRY H. TOBIN DONATION LAND CLAIM NO. 37; GOVERNMENT LOTS 11, 13 AND 16 OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY, WASHINGTON; AND TRACTS 1, 2, 3 AND 4 OF SUPPLEMENTAL MAP OF RENTON SHORELANDS; EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NO. 20110811001002. APN: 000720-0209-08 First American Title Insurance Company Form No. 14 Guarantee No.: NCS -520748 -ORI Subdivision Guarantee (4-10-75) Page No.: 3 RECORD MATTERS: 1. Easement, including terms and provisions contained therein: Recording Information: 355959 In Favor of: Seattle -Tacoma Power Company For: Power lines and poles 2. Easement, including terms and provisions contained therein: Recording Information: December 1, 1941, Recording No. 3207080 In Favor of: United States of America For: Power line Affects: As described therein Said easement was conveyed to the City of Seattle by instrument recorded under Recording No, 3664559. The Northeasterly 60 feet of said easement was relinquished by the City of Seattle in King County Superior Court Cause Nos. 715585 and 705924. 3. Easement, including terms and provisions contained therein: Recording Information: 3664559 In Favor of: United States of America For: Electric power transmission line 4, Easement, including terms and provisions contained therein: Recording Information: 3664560 In Favor of: City of Seattle For: Double circuit transmission line 5. Reservations contained in Deed from the State of Washington recorded under recording no. 5051341, reserving all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same. 6. Easement, including terms and provisions contained therein: Recording Information: 5253593 In Favor of: City of Renton For: Sewer 7. Easement, including terms and provisions contained therein: Recording Information: 5820505 In Favor of: Puget Sound Power & Light Company For: Underground electric system 8. Covenants, conditions, restrictions and/or easements: Recorded: October 14, 1992 Recording No.: 9210140320 First American Title Insurance Company Form No. 14 Guarantee No.: NCS -520798 -ORI Subdivision Guarantee (4-10-75) Page No.: 4 9. The terms, provisions and easement(s) contained in the document entitled "Fire Lane and Open Space Easement" recorded October 14, 1992 as Recording No. 9210140321 of Official Records. 10. Easement, including terms and provisions contained therein: Recording Information: November 24, 1992, Recording No. 9211241168 In Favor of: Puget Sound Power and Light Company For: An underground electric transmission and/or distribution system Affects: As described therein 11. Easement, including terms and provisions contained therein: Recording Information: October 20, 1994, Recording No. 9410201209 In Favor of: Puget Sound Power and Light Company For: An underground electric transmission and/or distribution system Affects: As described therein 12. Easement, including terms and provisions contained therein: Recording Information: October 9, 1995, Recording No. 9510090749 In Favor of: City of Renton For: An easement for public utilities (including water, waste water and surface water) with necessary appurtenances Affects: As described therein 13. Easement, including terms and provisions contained therein: Recording Information: 9510090750 In Favor of: City of Renton For: Public utilities 14. Easement, including terms and provisions contained therein: Recording Information: 9708110701 In Favor of: City of Renton For: Sanitary sewer 15. Terms, covenants, conditions and restrictions as contained in recorded Lot Line Adjustment (Boundary Line Revision) LUA 99-017 LLA : Recorded: April 6, 1999 Recording Information: 199904069001 16. Covenants, conditions, restrictions and/or easements: Recorded: April 6, 1999 Recording No.: 9904062560 Document(s) declaring modifications thereof recorded November 27, 2002 as 20021127003834 of Official Records. First American Title Insurance Company Form No, 14 Subdivision Guarantee (4-10-75) Guarantee No.: NCS -520798 -ORI Page No.: 5 17. Easement, including terms and provisions contained therein: Recording Information: 20110811001003 In Favor of: City of Renton, Puget Sound Energy, Inc., Qwest Communications Corporation and Comcast of Washington, Inc. For: Utilities 18. 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. 19. General Taxes for the year 2012. Tax Account No.: 000720-0209-08 Amount Billed: $ 89,327.82 Amount Paid: $ 45,337.86 Amount Due: $ 43,989.96 Assessed Land Value: $ 3,354,200.00 Assessed Improvement Value: $ 3,398,000.00 First American Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) INFORMATIONAL NOTES Guarantee No.: NCS -520798 -ORI Page No.: 6 A. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. First American Title Insurance Company Form No. 14 Guarantee No.: NCS-520798-ORL Subdivision Guarantee (4-10-75) Page No.: 7 SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assurance are provided in this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided in this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, (lens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly described in this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any structure or improvements; or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. (b) Defects, liens, encumbrances, adverse claims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any judicial or non judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in this Guarantee. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) "land": the land described or referred to in this Guarantee, and improvements affixed thereto which by law constitute real property. The term "land" does not include any property beyond the lines of the area described or referred to in this Guarantee, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust, trust deed, or other security instrument. (d) "public records" : records established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) "date": the effective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adverse judgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecutirg or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. S. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of Loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (40) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such Assured under the Guarantee shaft terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the Loss or Damage. All information designated as confidential by the Assured provided to the Company, pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. Form No. 1282 (Rev. 12/15/95) First American Title Insurance Company 6. Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a claim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required In that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim Assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The Liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in this Guarantee; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage Assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance Assured against by this Guarantee. 8. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any other matter Assured against by this Guarantee in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 4. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. iii). Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shalt be payable within thirty (30) days thereafter, 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation, The Assured shall permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shalt be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is $1,000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of $1,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permits a court to award attorneys` fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this Guarantee and shall be addressed to the Company at 2 First American Way. Bldg. 2, Santa Ana, CA. 97707, Form No. 1282 (Rev. 12115195) First American Title Insurance Company I vo,�2(44 C -S -3 FOR 7 LJ'j,';q%A4 j� E Dy JS&P' ,If t y.I 4Ei� on klfxi 4v`dud avi:' I do hr�rqbv -5,- :�'- I u u.der ' ac... 4�asu==T e:l ]?Y ^_ '.17 is e. i, 0 -1-S, _.a r.:9 st'aze of os,_ `toe-' to �' �; � 1 Y-� 1 lo." 1 n. - -dk3;- :'1-i'2ed 2=pert'-'-, 'b�-` n-,. n v. and t�-'-,.t part ol the !1,16", the Vj..- o' 5..cti 16 !,,jin so-xth e.nrl east. of zhc- t'rLrsp_d of the -.f Flv_' --nd that -p,-xt <,f' 'ct 1' of 18 lyifxV n"'. -Shu wki';t llmc :)I, "trees -t in 4r1-; thers -ifth ,;1;tL:)n to 3u_ntosl, =pith 'Ele exv3p.ion 01, that oar" Of 3;'.13 11:- da_q=ibea as at P, POLPt 01-1 the West line Of fa distant 1 s'__MtFu�j- Sroec, u�iich is d4-staw- norther'y from ­Iqeply 11r.9 9;V.,tho— t Raiiroqdl C'Cuilpa;xy; t4envo. o- the Yi�uif�u "rjap r par-z.11D1 to i5,}jd �kortix-rly ji-4e of aaicl' rich -b Ofl' - .1 -Ly, o: 5.QG feet; thence wos-barly, tn rai6n-. -31e A -Qu of 7,o feet, tore or less, to P, _Tia c." said- Lot 1�1, M'ic" i -r' line, rrc,-.j _�je - no�tJ�a y -1 -line a.f. gale --r�xg . t,i e west ime of bail wt 1 to -2A t4o r tom ti=ff easterly, aLlong is 7�)Oo . fout wstarly, rae Th -eye slnl K C.UA ,_a -T , a ­_nc jj soj P,; ­jhl an: to said souti',-qrl�v line of:. R its Ileo Of - feet' ttrenou eastorly, to und -.0 j -&t 3istsmr scwtihrly from, th.e southerly t!aLd en �hc wo.1-b lite e4f_4A_�_Itli nn - a S" r.j t - ai(i Shp -t tu line S Kin.r Cwntv, Was`)im�ton:; a r t 7, 3 f I �ln 0 feat '-n i ..,'.e :'�Un 0 - C, of id E.;r1p lyiru.r foot distil'it fro -ii, =n n_rallnl -.U�• ;'_Ldsd on th* F,roa�id cvar, aeras 11nd upon '�"Vty' 31.id S%11-v*y _11me der-- aac' .1,.4n,,- at t;-,Arvoy ii�ftt;on- R i:Girlt 0:1 th3 5 line of S�cti.00 j'oi ,Lip 23 Varlli, Range 5 - _Do -- r't be Y. 39' ;7r 31" z'., s. distance of :11.25 feet fraj the cllpy —,j r;,)rrtSr or,. tho soutb Ii-ne of -said 53!1 -i f. of -­­_ Q9_38 back vq1}&_1& _shaad_ thamc!a_ N. 51' A" W.' rL dil'.- 4.-fxaQo of 30f3D. 0 foot to vkzrvay sts-tion 562-.fPq.0Qj, t N. 13" co "surrey station 5"6.32p. 4T- 1)" S FM r. point On the "St. -j;j"je Of said Senti.ou 16, said point being 00 021 051% T. & djste3xr, of 171.26 feet fromtbo norulwost-corner 7 V. m s 201.4 ?4G 0� .fir 070801., - . C-•die-�'t2--- — OR T iO;rtiI13ERATI`J:Y .of :he . gami of `ox x .'T}1ovsaina D.-�1ara � F,Oo0.041. ?r_-hand}n i�d,-- Req.t of v,+, }Y � 9 f1C19b}s' ac}�ovrledQed, zao, - ^W- -and_M0: C. >YN:r.EP,ap, es executor of tho �5tata_:flf ` .oda.-`i`hVme,. �o, szi undivMdee768t,..#�a2e 'rLlitec - -. - -� -- bargained, zid sold and by t'aeao pre.:'ents do h4 rnoby gent, bar,rain, sell, and 0o;rvey %ivto. the U,d1113D STF'M!B aasigns, 4'pe;7ane:�1C xit..._and_rirrht._ffF-+writ 07Pr, npono uxdeF, a.d aeroa t'ib s,ollowi�:_ -_ asq`abed land `in fn@ Oau}tty of King, in the State of �Yashang- on; to _ lhat—Po, tion o; th9 Z ollons n =das e� 5bedrd j?9 $Y, be r wt Dart of Lot 9 i'r, Section 18 lying Westerly o4 Prim&ry stato Highway No. and that part oS �I�E' of the. S'#� os Section 1$ lyinu south and east of the threkid o,-�ha'oli)Mre1 - a_' Hlank River, and that part o` ;,ct.lb o± rotiniT i8 Iyin _ ,rest o.l;;x e rre,t Zine of $4attuck St cat 'in 8stitt er# Additions to Renton, with the oxcratiati of : t pO t oal Lot lb described as beg'xnni:q, at a .poi'nt. an bf h said SY attack Street, -k)ich is 2F. ?Bet di§ aAt rift of way oi' the 'Facif'1c Coast-Railra ceaterlY, parallel to said northerly 13z{c+ih3 Na 8 tak?C�B. OI' - tee+ t y, ' _ 425. £e.at thene4 We rsrls m i ins, a di s�s os of 710. feet, watt lane o" s,lid' l,ot 15, wt iah is --yanng 1"-d -wsmt fim, -frm v]ze aao this Ly � Way; thence sos:th, along the ~neat Rail raad- thence easterly, -,I tq a point *!�ioh is 100, feet enater,i�y, Y t mak a .- . __------�iiBrien -Sou+�erly, d1:' ri?ht''nngles tib aa�� said risk b of way, a djstun fepdaf;: t ya,s sN_�1 +c and 50 .(mot- dit;zmat- hoAkerly: f Was thence north, along the west line op sDLI d."b t'.':8't; G4 -u 'moi O9.- nnin;, ell r st of tho illaaettes `'4r.idia. .,$ ig,COu -A-M'C b lies ,irithin rL scrip o[ Iaind�2 0. feet_- of sui.d strip lying 62.5G f"9 di+tssi .nor, e+d 1S7.50 fest distant-northeasterl ?s now loc=.t0d and 's'eksd on ckei groand over, sCa B eixl the 'above - repe'ty,, sa9id survoy' -Brie beim ,parti , 3 ally criaed as fnllows�— _Barming _at s rvey stntica-733+18.$j, a:.?aj-nt ont s line of Section 18, Tmin.sykip 23 North,Raige 5 nasi, Tf-.!4 Fo;;lt beim N..690-17+ 377 �. a diatarnee of 815,25 feet co mar ani-th—�[_ ­ O tTT Iixle dr�eaid'z '0 stiao m�§ �.... .- - 'We, OT 'N L8I.33 aiid al.._'�s�ses •suecorded. ---.. _ --- - T _— ,ease; wino are naw s id at. the t;m of eaoavtir,� " dare - axsci Sad �ri'f fog . value a const derat oar, .Oa t. ala eSoreuteiod g1'rttrtarao- �; hdla'sy aaira,rlad�ed, ,join in this instramen# for t2n 4t we Haid prtxiffmb to th,g ,aasoment her-ain grE jted to theaU,�lTS -�xy �aC/kA and., srp oo ;. entering i-nto- or be iatgin- psi ties i , ..e or m ar. to: tea, warrant: oont&Inad ary haraln. grey The afore"said 646aaent bud right -o3 -WAY is for the folloaj names t . the.' uer Y p$}ual riga Ya.azter and to orbit, t4at4iu, . repair, rebuild, operate, and. petrol one or more oleatric POW -tre-,C- one or more telephone amd/or telegraph i ,mg the right to Bract suah Poles and other .transom Sion 13�e II zi res p } I wLros, axblss, and the a;,purtansnaes neooss�xy ttiml tos a h'tr tures, rig'rt to clear said right -of -"y 'skid keep the same oleer.:orbx4ui[; a�-zabIe etru(Itures, :nd iira hazards, and the right to x� a danger- -rtes, .n:s��, Ioa4 and .asorci the li*aite oP Said right�gP»wSr. LJ s � :J iiGLJ this said aaseaaeue and right vS-�y tg9te3 r� }^ !-td its assigns, Porgrer. iw i5 fuTt d,' i dor sto d a 5 r ant nuc?: purc'sauaa priaW is acce_r.tod Vt.'s h o _. es z oi3en" �1 to the azarcxse of aMy'dif the xigji$� MSt! e 4 Smi ' 'xS, j oi)r to tine exeouti:an of t- .ase o. O� _jUZmy interest In and t9 the s 4r• c�# . in a 4�V9`� ' t .?'' it .Y�iR I.Xi•,wi'J3..:t -AWFt'. sse:; of' a aTuis a:'o asaid,- haw6 a .f, "� �i } to se'1,�n i u Furey the ee�¢g; . tPiat the it T tzt.7 ant ng$fust the laxflzl claims of &I persd: wFtvtuSfl i ,; -- n Za..p 7o"-"th.3 aforesaid easement lyiRI ng y�rr: a t+ asytc ae psrt iaa, ?wrZl xari=wnt aTtd defan8 ;ixe airs of ail persona Claim -+n through, by or �►d*%;,ale i- _ _... ---- —..._. ➢stud tht,a Via! dsy _ 3�ithrars - - 3e.o. 'C. ' .eater, exerzor of the.' ecta„e o.Ads 'k'i6rnrigeeasad _— Nis" 9el 154in J _ 9:1-9ie 6A'[� is.'1-- 7;- } §w7. s t axcaut9�-'���;�ne e�.:�h�ir°r�a-:fid w3ianl gurposas '�>�iesa ai yrs ivr�gd ; a►Ti�td�� y t _a S y NR -✓ 'ham, �•� i5'b V� ^v'4 eG i k y An . . . . . . . . . ...... . . . . . . . . . . . . . . . 4-7 ioq�41 M, th6 $4T1 4r 6-I'a' r ®t tiini6tre.fiGA, -- -. . !#�s�:-fattli nd B,` pregou4 pgravaz� to Titi4 ' - Ise FTt�it�d fit sr Code; Seotion $32it(e), for and n ecnsidere- tier a! Oaf- **r".Fovrtesn Thousane, Eight Hundred Nine Dollars sa4 Jftg ty-t1tl .Cont4 (*11L,809.85) Paid to said. Gr -L, tc-, b R�C Pd'�Rti #}N FI!u.wi!} CgRPbRAxI0�4� a corporation orgarizeci under tide *ww of t37t ��Is3t+d StAtCE . OP Amerim, trsrsfor.s, cenno;; 5 , aad P.t914L!L ss ante 'tha Git-y of Snst le, a munla1rpa7. corPor-Pt3e:a. - --af.tha -State -of 1[aahingtctiu, All r-igm,, iitl.e,..�nd..�,riketesi 3r more or lexis, of 23a-kv electrio prwer. wrrnv-« mission line lda*ted Sn Kine County, Wamhiun,ton, astrmdln.[� Prom, bVt nest inaludimt, .t3he r3rantor+s dead end to -41 at itr °JCiUth. Rentoln Stbatation. i±i- Slack 1�, Renton View,. itacortiir E7 to tie recorded plat .thereof, to the G;mntse}s trPnsm+ssion ;bine tower P� in 320e1-- 1, Fadi:. _-ron Aere Ti'R4ts, ancorAing to thw. - - r reeQride3 plat thers0,-ihc1udin¢ one ciraAit c- ACSn *T1ratee� — conduotolr snd CovingtaxrSettfe TJrn k?o. tcwQ�rs.Nos. iib. 7x ft ,r}y 5(), 'Sl; 52, S3, and .5J,} toFgther with i.t auletor strips mn* h&rdware un to the `towor oeffd end srintes v-,. t�nreru 454 -ft - _ Om�t m��,u3ita cii' �tirip�rs and r�ii e'�hor �G.t�r�.el. en trin�r ; ` 'Im'd$r, t3ac fLo31��r4ri� I F-. :il:r I� y..r STK 4.a� s�+v ... � M1- 1 - — ..�--._:__-'._.�•.. --•--.'r- a' a' k s�- _ - n ` 1}ElfiD` _ � � ,�`t i �i,, �: �T,L'�5:: OTr •I�i. ?''�,Fres+n�1I�E i�yPdnL - -_ .- . ---. ire B6knetfll.e- Paaeer, aLtion,. ` .- +►*, Feat�eti 832IL(e}, for"annd in oonsidera- . 1'hOULOAXil, Eigbt $iIndxed Nina Dollars It awns . f olI4,8a9,85) Paid to skid . Gtantox by M" CQ pORA 1D i, a corporttion organised under - nt te¢ Statbs of Axmoriea, trspsfers,enuve- the City of &eattls, a municipal corporatzon 4t.. Ka,r�, all -xi h � �-- .t3�t1 ane- 1ssE;were or lase, of 230-Irr a eotrio povmr.tr&s s- ai##dpx.-3#ea 1�oaatsd in'King County*,. Waaitinrton, extmnding from, fording, Mks 4rantar1's drag. !A� tower No, 45 A: at 'to ~ smolt 4 _ Ptr7xtgii 9wabsixtiazx; is Slvok �, Rextton V#errs epaording to, •` rdaorded �U-t #iere&t,.:.to the Greintee`a tranamiedldn Ute - µ - tvwor; $ in Sloek 15 Farlir *ton Aore Ttaets, atc©raing to th# plat �th.redf,_. fACIIJaing one ciratiit of. AC8R *vriftsn oanddbdtot ssse - rnritagtt r sat 2e Lirss 'Ko. 1 towers Nos, 44a. 451. 501 51 53. and 54. .together. with ImovIttor strlvn ,s z, '"S.:#�ar�.ar►e ug �a the _tdW6r deed qnd p1¢tse-on meters 45A said . Y�b:(�'�taaAara incl -a-3.1 otft®r ma�a�Br�ax�x�oxgr _� `. �; ` t AT" �Mjc-eaaap i$ .tLISA or skid eliLoa rU. errsr , P -.uca end io a .cnd 'S Aztola �d An a 10, t+da at►d 1fr 'Y-Bt1►d+�, fir=* 0*eVgris,. ds ed,hprl7 -1 tx.i+ b frdad: s4'l6fq , 1, is the off3as a2' the Auditor F = - _-_ at_A'lti gusty.} ii�a�hia oa} irs vol=es - r; J4ndiiar►■#le 1(0., 315 - - - - -- - - _ -2 D"d'J11ie ted .by Sena' A solaa . Zaf ira Azsoi n; =d, Ange3o . Breda ud wry Brad �, aimtea May 1�, .l�41, regarded 'tai 22, 1941" iti t3', ofriaa of. the.'Auditor of King County, iNashinfton, e1970 of DnedA. rage 205, Auditor's File JTo. 3166w,'. _ ?go2IICt`3� d$tgpr�S 1, 11�41, reaardaci o1i April 4, l5tl41, in the of"fioe of the Auditor of _Hing, CauntV, lfashi.ngton,.._�rivoltme 1958 of Deede, Page 2415, Auditor's Fila Rax: 3156303- 4. Head' e"cYzted by Veronioa abaasese, dated SFril 1, 1, : e- errded on.April 15, 1941,' in the of£ioe of the A,.:diiur of -.: gt{yg gun r, ash#rigta_n,:..in. -volume 1960 cr? Deeds, Pale 663, Fil• No. 3156530. Dge4.ezibiitsd-by.Leno Ahola and Zafirn Azzola, A.n�!e10 3reda Rpd Vary Breda, and Jacob 13rattue and Johanna 1?rattus, da..�d April. , 1Si�1, recorded on April 2!', 19141, in the offiae of thw Auditor of King County, Yfashingtan, i.n Volume 1Q63 of Duda, p&ge 633, Au$itcr'a File NO. 316124o. _ r� 6. Deed o"auted, by Lanc Asnola aid Za irs ;�zzole., .enc ,aasi BTit't'tua and Jo''hAXMa Nrattub, dated April. 21, racoma:! _a on April 28, 1.410 in the Office of the Aud'-tor of l'ir.r Cdimi y} 'Oftshington, in Volume 1963 of Deeds, Par.e 660, Auditoria'File No. 316124r. - 7. Desd..pxedtxted by Eugene A. M&ck, dated June e7, 19-)t1, racorR..,d. on July 25, 1941, in the gffioo of the Auditor of Fite Gaunt", Washington, in 'V.olucte 1991; of Deodt:14.67, Audil.or'a Fi7 }r J;a: 31603.11.. 6-, Deed executed by Leno Azzolac and Zafire.A.azolm 6ne'c__V4fl?i-� U n. -_ on s'a; 3, 1%1, i, k.hc off ice of' the Auditor of Kirig County, Viashin f;ton, 11 :Vc] :t:�:a Pnga 2436, Auditor's Pile 10. 310693. n, need-xxgcatPd by. John Capelli, dated Umy 3, �9t;s, r,3 corded on June 1.1, 1q.1, in the office of the Auditor of Hine Cuant.;a _.. T%shington, 1n Tlaltt_•ne 197j of Deeds, Par�cs 2411, Auc; No. 3171111F- Dead executed by John { apell3:, d13tad _'[ y 22, s j1, moor 6e-1 in th9 of'Piee of th E, 1ri n Washington, -in Volume 1),7?' of Deeds, PP r'A 150, TTo. 3171132. 11.-- (feed exaouted b 'Ti':Lng County, R mtiznieilAll cornorat�.ov., oLza of. dY�a isgt dated Ssatember ?}, 1� 1, ru7ordod o-i.octos )nr =#' t ie office of `tho Auditor of Kirfr CouWcy, -to - Bashi h, in Valume 2Q02 o:' DQeda, Ps{e 230, Aud .r+F . 12 'wed, aireouted;bv Joe Pedron, dated April 21, 191,1; raoordnd gal 3dsy 8, 19.41; i.an the. office of the Auditor of'iti.ng County, : af2fi toa�., 3n Tolwat 1966 nf' Nods, rate 47X6, A�d1to Ts "T -rte.--''--`. fi, 10 a a jwvolzaae 1963 of D66ds. Page 660, IF 0 Not '3162 ♦. yqy # } g ^ � ie9ixi�ed by,]EXgatle A. mask, dated .Pune 27, 1931, recardad fn":thn office of tae Auditor 'df Irinp, County, ` 4 iL;oIM-1tYld — • i3 15itL, in'.Vajilme 1984 of Deeds, 'Page V�7, Auditor's File • >w tl>a ct'f'i'aa df the XIA� -1isAjw 's. A .Latin► AS 41a,. and An ffelo � y ` a-by,b r►(as9, `F`nar,rdetE icy 22, _ -�--�fey l; ' , raacsrdad on May 8,. 1�'�l, i� zh© fi+ dffloa of the Auditor of Icing.CauntY, W&chl Pton, 4n:Vclvna # '';ib p 9wof De/day Purge 205., Auditor°s F 14 X40'. 3i# i9 Deeds, ,Page 438, Aud'±tdr'eFile No. 3163693% # MID, r000r, De Fd ,xmwteZ by John CRpe111, dated day 3, , rocordod a5a ofia• of th. Auditor 8f on'duixe 31, lyilin the ofPiae aS tFio_Auddtor of Xing Cavniyo 6� is Vowio 19je of Dead@,. Pas# 115, Auditor's ^ile w iehington, 'in Vol=e 19755 o£ 33eatis, s 4, Auditor's File j Na. 3�7Z23i;• � �` s . ptid ssda ed y VorroxiI A -Albin.ese,- $at e3 April l; 19141, re" 4 _ D�+�d axeeauterd by Jotm_:Ce as+�'dad uAp 1 Z � �. in__tho_ a&fl_ge of: the Auditor or oltane 1960 c# e(,3, }.. sI �� • t# 31s�53Q ox►,. -in VsZume: } of Deeds, Page 1a0,. Auditnr's vile Z6 yds%011. Z&firs. Ay gold, Anp ela �radR Land #Gai fir, :Q .iR(iob lrattue and Johanna Hrl►itsla, dtrted '.11:- Beed.txe�vt�d b �t9ug Cazinty,,a muninipal corporation, State raaarclyd on April 2, 11, in the office of Er Cotmy, l�ashSnZtom in Valurne 13 of r' of_►bixt tad-'Ssptembe3< 2} �9*: rted .: 1 .+ .. — -- teao3`f'�ne a .-int: a t]Aitor a£ yir, Canny e� 6 'At]ditor'a File t. 316121�i7; - r h lA.no -"Sola and 3.;'a_•fL#c�42�..B-r .B31d._.Is[3a1�-s-:..,_ .- --}j-- - 4doll trittua, diLtod April 21; '19!11, recorded in the office of the Auditor of viDR .. fi, 10 a a jwvolzaae 1963 of D66ds. Page 660, IF 0 Not '3162 ♦. 1 ^ � ie9ixi�ed by,]EXgatle A. mask, dated .Pune 27, 1931, recardad fn":thn office of tae Auditor 'df Irinp, County, • i3 15itL, in'.Vajilme 1984 of Deeds, 'Page V�7, Auditor's File • 7. Dam r gu sst by_:I.ano. Azzola and ZeLf-ira'Azzoln - -�--�fey l; ' , raacsrdad on May 8,. 1�'�l, i� zh© _ dffloa of the Auditor of Icing.CauntY, W&chl Pton, 4n:Vclvna Deeds, ,Page 438, Aud'±tdr'eFile No. 3163693% I De Fd ,xmwteZ by John CRpe111, dated day 3, , rocordod on'duixe 31, lyilin the ofPiae aS tFio_Auddtor of Xing Cavniyo r w iehington, 'in Vol=e 19755 o£ 33eatis, s 4, Auditor's File j Na. 3�7Z23i;• � �` t 4 _ D�+�d axeeauterd by Jotm_:Ce { —��; xr ] ,- z�-eta-ofl4 to afl-the Audi c3�oP iCiIlg County,1lRrlhin ox►,. -in VsZume: } of Deeds, Page 1a0,. Auditnr's vile t U� '.11:- Beed.txe�vt�d b �t9ug Cazinty,,a muninipal corporation, State r' of_►bixt tad-'Ssptembe3< 2} �9*: rted — -- teao3`f'�ne a .-int: a t]Aitor a£ yir, Canny s 1[we3r , is Valgme 20©2 of II,eeda, Pare - 280,. Auditor's Rii4' o',.i5• 32 Diad,,es+lcuted :by Joe Peftm,*.. dated April 21, 3 91 1., .reo6rded 0 $' Act in the o ftoe ai'. .0 Auditor.;n -tint County, qt.. Bonds, Parc :fit ; Au 4Ato' :iyx volime 19�1 of Deed., Page- 1, ' Titles acquired Q oonda nation praceedinns entitled "Knits-, 9tatab`o! eri.v�, v. Vincent lig Miller, Ino., a ap^r#,crzt'on,. el a ? Dodfat No. 322, in the I}nittd °dtstna District Ccs; -•t, in and for the Weatavn 51atfAcf-. df VElllWWO& $lort}a.; Bivluion, corti>F' OO copy of .the "Judgment cab Doolaration o. 4 ;eking", antQrad.70"rV acing a°nc"ed :c'ax-oh, i.?., k11Sj.ltak c'f 31U ):y -SII wlume 19552 Of Deedes, FLke 45'� 8 Bead examted by "ar,7t,,ret FzR aI6 Coo', WE JOY 15, 1941, recorded axi 34ay 31., 14)�a.!, to the offIce of thq Auditor o Kj ig Coutty, ltaf;in�;ton-, in Volume 1971 0! DOW% Ings W, isudttor°s, File No. 3168736. . Dead--ezaouted by NO Cook, Jj., "A;,• Wgurni lardy troch, AttO n'St ?z^f a4 , datad kUrj_j 25, 35�,'=. Torp sed car .jura� 19410 in t"rs® Auditor CrKing connt:y, waahi, gton, in vele; 1 W DeQG, pup h2, AuditorW Fila NO.' 3171113. alrx'6ft;-ialk cxwted markill 19, .190r tsuc; +yd $hW116A. P11 i§411 i^ toe ;shoo o -f ',;hs Avditov df' lint..avua*.j ilr"nirsgton,. izs i,f.Diol �e. -44k&mkima . • soon wdMend ZA�"Q' doted "i F.: sift • see i w- ti woe Y} t f- r� a , C*i...-c _ -- - '4 xiMdi ' *r l Can ty, #hiatgtoxi, isa Yo1u .�s w ^ Aexiftoree File Na. 1165254- 15, '1Yti4.��yix4 by cc�nd�sixation praoaedi;$gs �nt1'�le� '���L%tai: 'But" of Awterii:*. DA07e4 Pagar4ra, et al" Docket �Iun 387X--AA_Aht'-4tsi . t4te# DlitrieLt Court, in and for -U--o i13A jot. *f iFa ehington, Northern Diviai.on, coati: ied dx►p r .of. the. "judgisnt. ou Daainrltlon of Tak%4" entered juno. bete reaordad Only a, 1541., in tie 00 lee ox %JS Axi tar of Vit, County, WWingCurx, in vol" 1980 e Dort" {6,,. �,*itllrwx Pile NO - 3:lt;; e A i'treed ax+euted by SwLttls—F'irat hational Bank �*� kxacL+.tna at t*8 wits, of jape S.ifazworth, Mean cd, ahted Suly 211 1941, rveardod on July 25, 1941P in f:?ie W10c; op th' Auditor of RUg County, Fiathingt*% W Wrsir 1% Of "j4,, P%ge! 491, Auditcir*s Filo No. 31801% 17, Dela, gmeoutod by All* D. Smithors an to an and flvidp? cn0 Wt interest, and Gea. (,'.000100 la EsCacw&r of " $auto of Adx Thorne, deceaseds as to nxz undiyil0d- 1;="t<"'101 #utarsnt, $at4d Gdtober 31, 111, reoordeo on December I. 1941, in the offioo of the :Auditor of W; Coutsty, 'Itisr;h^.W000 in Valvae. 2414 of Doody, Pa" 1.89, Auditol*'z-'?1-ic NO, 326730,; Titles acquired Q oonda nation praceedinns entitled "Knits-, 9tatab`o! eri.v�, v. Vincent lig Miller, Ino., a ap^r#,crzt'on,. el a ? Dodfat No. 322, in the I}nittd °dtstna District Ccs; -•t, in and for the Weatavn 51atfAcf-. df VElllWWO& $lort}a.; Bivluion, corti>F' OO copy of .the "Judgment cab Doolaration o. 4 ;eking", antQrad.70"rV acing a°nc"ed :c'ax-oh, i.?., k11Sj.ltak c'f 31U ):y -SII wlume 19552 Of Deedes, FLke 45'� 8 Bead examted by "ar,7t,,ret FzR aI6 Coo', WE JOY 15, 1941, recorded axi 34ay 31., 14)�a.!, to the offIce of thq Auditor o Kj ig Coutty, ltaf;in�;ton-, in Volume 1971 0! DOW% Ings W, isudttor°s, File No. 3168736. . Dead--ezaouted by NO Cook, Jj., "A;,• Wgurni lardy troch, AttO n'St ?z^f a4 , datad kUrj_j 25, 35�,'=. Torp sed car .jura� 19410 in t"rs® Auditor CrKing connt:y, waahi, gton, in vele; 1 W DeQG, pup h2, AuditorW Fila NO.' 3171113. alrx'6ft;-ialk cxwted markill 19, .190r tsuc; +yd $hW116A. P11 i§411 i^ toe ;shoo o -f ',;hs Avditov df' lint..avua*.j ilr"nirsgton,. izs i,f.Diol �e. -44k&mkima . • soon wdMend ZA�"Q' doted "i F.: sift • see i w- ti woe Y} t f- r� a , C*i...-c _ � a ra, 2 -- -- - i ► oixiir i961. of. Nod , P%jo 1, , 4t CauaQ r, 'lCaahii oa in 'Vol-am's Igo f ' AWItorl� .rile iPa+ 31 •... ' - 1�. �'� � Qaxcda�.tidii praoe�Sngs antStl�fl at�nitad , AR # gyp. �a�flsai pagnriro�'-at al;" Donket: �4a. . AtLtas . 1itr3at Gam* ix4 .end for the - lriiahiu o r 3�Kishern,i?ivis&:n, oertified DenleratiAh of Takixt ". aritares3 Junr�- �" ' $, .11# t$e otfiae of the ushfagto'o, is volufta of 'peed�r * 1 wattle-i+irat dabivrial Bank, tag aoutos 1l,14�alawt+rLhdbaenaed; di.ted July - gl# j y: X p1 4 Qi4 Juiy 2j,1941,' in the aiClae at the Co+ajst, lfaehibgican, in Yore 1984 of poach, -ftp l4S,1i : Aaitior*r File tia. 3180.515s Ile 1taIR j lla : D, emithers as to an undivided One- and neWandGoo, C., as ae Exaouto of the jktLtAb- if Ada Thom*' deoaamed as .to an undivided- one -ha � t.',4ti- , ,dat*d (c,tober 31. 19 1, reoorded on Deoember I., I 1 1 of thi Auditar of ging County, .Washingtm, in'W47wws m4.of Dead®, Pabs 489, Auditor' Dile No: 3�t070804 18. Title Ii meed by gondastriution prooaedinra entitled "United ' t tea'.o •�1Y►3'iot� t. 'Viaoent P. Millor, Ins. a o�rrpQration, at w1,* DO*kat The 3e2, In the united 8tatmm Distriot Court, -- — r. _ ._.-- -7 t -rad or `.tha-Waatw=: bisFrte 8f Y�iet ng�vi� r nru . Dltiiriou, aartif3ed oogy of the *'.7udgnsnt ah. Deolaration of - 1� is *"Affioe'of t8e Auditor of King County, Yahtngto., voume ;.952 of Dead*,. Two 453. 3:9. Deedea eaut*d-by ?4argaret giardia Cook, dated May 15, 1941. raeordad -on v y, 1; 194,1 to- Lite offj.ae of th4 Aluditoi of King Gou2lty,, 11#ehixgton, iu FQ1sime '1912. ot. Desch, Page'', iudlinosY* s_ �i"ia : lFo,. 316873b. 2Cs.; bred ec�tsd by Jicak Coo3c� �r.,'� �r�ret Hardy Cook, AttorYterin-t*ot, dated April 25, ;14, 41, recorded on .Julie 110 10[44' Ila �ft'toe . df `t]e. Auaitor. Or K1ng. tamty, washington , ia(�4aps of Do*"# k �e ._ eudit0r'i' Filar N©: -3171115. raoordet. oh *rA#i 1941i in the Wlca Of. th4 1►nd�tor �s ' t3o x iii Pali mte 1955of TWO", plt offAoe of one Auditor of On 1 King`Cowy, Washington$ in V019me 1917 of I00% VA"n 30), 2 - rs*eutad by $&luso 3bgj..Flaielrr John is rd Sharon and Sha", ' _ - - . w _ �?L12;V'., . x 144 ._i%i.:7., g0'aU - ttiGi'"-b�`'��IIf�; L.111I3 V" : &i�3�,7:R .R`.la C; ; - r'. VQX 4+� 19W Ot'Nei _}. A -495, A.udttor's Filn N9. 517,5M. Died axsouted by &%Mr Rallestrasse, . dated Pebruary 2.'„ w - - - 14 YDlu* 1*1 air .Doedsi Pere QHs, lt,cr* s -iii. + lfe: 315,00. -, KlIxg 00ullt�- Washington, to i%olum�7 1960O`� iln 9'�41a i?�l.ro :hall,Auditar"e i Do ed �i�Ovtdd by Phillip. Gotti. and ftnri.a C.ottt, and Alas€ _ %$rids, .4:l�ted April 22, 9t�1, reovrded iprfi 26# 1r$, L, iii the AWL6r of the Auditor of Kir_E. County, a hlr�t.on, in , oltdtA,1*3 Of Tie de, �A9e Ic17, liu3'19'L�2'16 b'17@ ;iO. ?S�.t`.:.C?t1i�. - - �� - - s -Desi 9"OUtsd by j. C. Oisk wd JRni alrisk, latod Yarn', recorded April j,--1Yjlj In the offios of thn' W1961, tay r swi Coam.ty,.' lk:hlagtaan, in Voiume 1958 6P n ods, P►gs ��1j Auditarfs rile N- 3156576. WINK V 27.r D�ied.smsauted by Bertha N. Stearns, Sat# 3 'abrunrye 20, VQ, x�reardsd ;qn dV-1 14, 1541,,,in tha o?! irr , rf ire Auditor c,., :r .?:ii' Cr�lslltyl �fRa}lilugtOi1, in Volugn 1960 ni Davas, pp rj y7j -._. WAIterY Pilo NO 311811B. b - a8; ..D,gvii exiautid by Raxab,al Room, dated February Ph, IQ!, ry-' corded ars March 20 ]O 1- i th offAoe of one Auditor of On 1 King`Cowy, Washington$ in V019me 1917 of I00% VA"n 30), Auditor'a File No. SAW. w 29, Dead "evuted by v%rl 01aro=3 And c)po.j r?).50n, �Irx%f.•r7' L, 6,4 q and Ambe Schultz, and Quise Farr'n , tono da o i 0bryary 0, - r'. SO, repordad on May 27, 1941, in tha eJVV ioe of tho Auditor of, King,County,..sWashington, in Volume 1971 of Hadc, Pag 406, AUditorts File No. 3167935. - - - gip• Dead executed by Glisabeth N. hamam, r10.Ted ror;h 46, 19y, recon ed On Aprtj 13,19hQjn k? ^r, -, KlIxg 00ullt�- Washington, to i%olum�7 1960O`� iln 9'�41a i?�l.ro :hall,Auditar"e Pilo No, 31.5782'7, 31v bald executed by T3ugans W: Uhundex.and Lull `,i. ` au da" 00%, July 14, 1941, rooarded on Auf;u9t 27, 19t!, , 1r, Us of'5.ot, {;r tiie Auditor of King County, Vvehinet0t3, 1, 3cl3a:e "f.�:''✓' ,>,` - D"4s,.-F%99 101, Aialtolge Pilo No. 3W912. .NAd-4 9 L1'C £1 }34. �.D9l-':°. Starr*t- oordati ass tiny 31, lI jrfuse o'iic County.Tcahington, 16 Slums 1972 & i7rrpe a, Pose 'Audi*or'a -P-41e n,. 330 Y3sec1 nx+souted. h, r,$: his fit. Erb; a Rmaetyor c:f J„ yt-. +� Alfred j. Ist Lrmot, dated June 21, 1941. reoovie,d An;Nat ? �s 1 3 , ,in 'the oftiae of thae. luditdr of �tr:�e. rouuntr" FS"h{'ne'pv In YOU, 1989 of Dead*, Phige 256, Andi to,om p1j, maw 3116670. uYM r _•' in Valrsas 19]'2 of Deeds, Page. Wrd. „ . Ml 10idewbid _W, Cbarlos- A. spirkr" aa, Reookvor at Janos- Mak .RMI�la' �PYr dated .Tsy1p' 2y 19, ra8ded on IBJ,' ��r in the oftfoe of the Auditor of Kinz 1989 of Wear Pege 1, .. 37. D&*& +spttd James tfasgueco, dated marali 25. 1941, ra-- aaA sin ;Mari) ,9, 1944, .-im the office of the Auditor of PingInauAty-, %whitoon, in Volume ;959 of Deeds, l'l!wre 477,= 3ndi#or�s' File tlo. 3157336. js. Doea eiior " by Slug County, a m inicipal corporation, Sate of °'WOMn9t,an, dated' .August 16, 1910.r rseardnd Auost .26 , 1941, in the office of tate Auditor of Ring 7r lMslsington; 14 Volume 1981 of Heeds, ?ale 430, jLuditj6rIA File iio. 31"6- 39.' 1 6-39. Dead executed by Ernact R. fiArrell end }ickbal C. herr ;1F dated April 1, i9~<l, recordad on April !_, 191a, in tr <r office qr the Auditor of Ping County, '. aahilwtoh. in Vol.uws 1958 at Desds, PnKe 113, Audi,ter't, File -No. 40. Dead executed by Mary F. Paarl, dated April 16, 3;41, corded on YRy 29, 190, iu the oi'iioe of +h® ri,aditor if ICiug County, 0.shi:i�P;t:on, xfi Volume 1971 of De6d8, i ar-c 60-", Auditor's Pile Wo. 3168209. 41. tried "*outad by M. E. Hadborg, 5tanjey P.aw*k; anci ` r4SeGu - F'ewlzk,'dated April 16, 1941, recorded on 'Ay 22, lea, i, the office -oo the Auditor of Kind Coucsuy, sshi¢zff ton, 5zrri +s 197o of Deeds, Ps* a 21,3, Auditor's TFIle. rc. 316695 42. Deed exeouted by 5tsnley K&eEnarek azld Rathryn Yac rma.rek, dated Sarah 27;. 3 90, . recoraod" " lurch 31, !V.a, ir. the offioo CC the Audjtar os" King County, 'vashingtan, in volume 1,057 on Duda, Pnge 375, Auditor'p H'+ln 7o. 31552�6� Dead -execut ad by the ukLahinvton "dixt-aal Sevings Bank, dat,sd April 2, 191, re.-.ordd§d on April. 7, AqO. in the off ice ni the Audl or of i ing Cox,nty, iYrLshingtUn, In Volume 1953 of i,3mds1.Pag4.. , Audi*or"-k Fila No. 315:1604b - 4 5 6 7 9 17 19 20 21 22 23 24 25 20 27 28 _70 )k t'kW1ZT 0Y 111E STATE OF WASHINGION FOR KING COUNTi4i ine Matter of the Petition of 0 .11he City of Seattle to acquire !)y conlemnation pronerty and ) "/No. 715 5115 propvrty riqnts in Section 181 Township 21 North, Range 5 East.) W.M., for e4ectric tran.9mission line Purposes, An prnvided in �r, tin;ikieFt `)7901 ROBERT L. EDWARDS and JANE 1. "NO. 7C5 924 EDWARDS, his wife, STIPULATION, FIbM- INGS, Plaintiffs, JUDGMENT AND DECREE OF vs. CONDEMNATION CITY OF SEATTLE, a municipal corporation, Defendant .__ The above entitled causes having come on dull, for hearing pursuant to agreement of the parties, an Adjudication of Public. U&e having been entered and filed in cause No. 715585 on 19+ The City of Seattle, petitioner in Causpol No. 715585 and defendant in Cause No. 705924, being repr4meq�". by A. L. Newbould, Corporation Counsel, and G. Grant Wilcox 140i� James n. 11owo, Jr, Annistitnta, Robert L. 9dwards and Jane 1. Edwards, his wife, respondents in Cause No. 715585 and pl4int; in Cause No. 705924, being represented by Wayne C. Booth of Bereeford and Booth; The Equitable Life Assurance society of United Statee, respondent in Cause No. 715565, being repro*.' by R. A. Moen of Graham, McCord, Dunn, Moen, Johnston & Ro*%n& respondents King County, The Pacific Telephone and Telegraph and The State of Washington having been previously dismissed by, separate orders in Cause No. 715585, a jury having been waived. and the aforesaid pax -ties having stipulated by and through th*i.111 attorneys to the following Findings, Judgment and Decree of C demnation, and the Court having been generally familiar with t Stip_, Fdgs. , idgmt. cc �DecreeA, f condemnation . ._v. I D 12 13 14 17 19 20 21 22 23 24 25 20 27 28 _70 )k t'kW1ZT 0Y 111E STATE OF WASHINGION FOR KING COUNTi4i ine Matter of the Petition of 0 .11he City of Seattle to acquire !)y conlemnation pronerty and ) "/No. 715 5115 propvrty riqnts in Section 181 Township 21 North, Range 5 East.) W.M., for e4ectric tran.9mission line Purposes, An prnvided in �r, tin;ikieFt `)7901 ROBERT L. EDWARDS and JANE 1. "NO. 7C5 924 EDWARDS, his wife, STIPULATION, FIbM- INGS, Plaintiffs, JUDGMENT AND DECREE OF vs. CONDEMNATION CITY OF SEATTLE, a municipal corporation, Defendant .__ The above entitled causes having come on dull, for hearing pursuant to agreement of the parties, an Adjudication of Public. U&e having been entered and filed in cause No. 715585 on 19+ The City of Seattle, petitioner in Causpol No. 715585 and defendant in Cause No. 705924, being repr4meq�". by A. L. Newbould, Corporation Counsel, and G. Grant Wilcox 140i� James n. 11owo, Jr, Annistitnta, Robert L. 9dwards and Jane 1. Edwards, his wife, respondents in Cause No. 715585 and pl4int; in Cause No. 705924, being represented by Wayne C. Booth of Bereeford and Booth; The Equitable Life Assurance society of United Statee, respondent in Cause No. 715565, being repro*.' by R. A. Moen of Graham, McCord, Dunn, Moen, Johnston & Ro*%n& respondents King County, The Pacific Telephone and Telegraph and The State of Washington having been previously dismissed by, separate orders in Cause No. 715585, a jury having been waived. and the aforesaid pax -ties having stipulated by and through th*i.111 attorneys to the following Findings, Judgment and Decree of C demnation, and the Court having been generally familiar with t Stip_, Fdgs. , idgmt. cc �DecreeA, f condemnation . ._v. I 6 7 8 9 la 11 12 13 14 15 16 17 18 19 29 21 22 23 21 25 25 27 28 E-vz.:ence t.o de presented in the matter and having heard and con.- F,i,tered the Ltipulaticn, findings and udgment agreed to by oiir�y� t }s rt-i-orcl- Now, Therefore, makes and Nnters the followis 1-'inciings of Fact: x. That Robert L. edwards and Jana I, Edwards, hit: wife, here��, called Edwards, instituted an action against the City of Seattio in the Superior Court of the State of Washington for King Cou Cause No. 705924, claiming coropenaatiian for the use of Edwards i property by the City of Seattle for electrical -transmission li.n4l for which the City had no easement. II. The City of Seattle instituted an action in condesmation tO�l acquire an easement in said property in the Superior Court of t� State of Washington for Xing County, Cause No. 715585, and on November 10. 1969 filed a Notice of Lis Pendens describing saiA I property and naming all respondents in said Cause Na. 7155e5 y�..P the King County Auditor under file No. 5055097 (in file 18235), That said King County Causes No. 715585 and Ho. 745924 were! 'consolidated for trial on July 30. 1971. IV. That the City contends that certain buildings owr:ed by Robert L. Edwards and Jane I_ Edwards, his wife, encroach upon a I )transmission line easement of the City of Seattle. V. That the parties have stipulated that in consideration of itual covenants herein conkained anti full settlement ail' all ip., Fdgs., JdgMt & Qecrea MLS 41J�4Aur#3Li9ri a. W. P- 2 1 � 3 5 5 7 8 9 10 11 1� 13 14 is is 17 18 19 20 21 22 23 U 25 28 37 28 Ljk-.tet; and. claams in connection with the a:uresaid actions and No. 705924 and claim for encroachment: that upo acceptance of the condemnation award as he.einafter provided in the ,judgment. and Decree of Condemnation as follows; a) The city o. Seattle in granted permanent easements and Uf way for electrical transmission line purposes, specifi, The perpetual right, privilege, and authority to enter uppj and construct, reconstruct, erect, miter, improve, repai,ft,,, rebuild, operate, patrol ani maintain a transmission eye consisting of one nr more electric power transmission 1 and appurtenant signal lines, including the right to e� such transmission line structua:es, poles, wires, Ie*. anchors, and other appurten#ncies is are necesaary the further right to clear $aid �t-of-spay and %* clear of brush, timber, all buil_ s and all fire b*Z' together with the right to -trim, top or Gut dwwn da if any, located on the lands of spondents, their hl assign' beyond the limits of said easement areas, srh3; stitute a menace or danger to said transmission limas system; and all brush, timbeir, or buildings removeid to the terms hereof are the property of Z'he City of So* or its assigns, and may be disposed of by sale, burnir-gto,, a otherwise. In the real property described as areas A and B in Exhibits A B attached hereto, as shown for illustrative purposes only m Exhibit E, which exhibits are hereby incorporated herein by Vi reference, and that upon such acceptance by the City, the in of Robert L. 13dwards and Jane I. Edwards, his wife, and the + Life Assurance Society of the United States, and the interedt'jqVWM their heirs, successors and assigns are released in said &ZO and a to the extent, but only to the extent, Necessary to subs-. ordinate such interests to the easements hereby granted to the City of Seattle. b) The City of Seattle relinquishes to Robert L. Edward$ 40 .lane I. Edwards, his wife, the City's existing electrical txavk*: ii mission lime easement and rights over area C, the po7r•tion of t;;',r Stip., Fdgs., Jdgmt & Decree D,f condemnation . - p. 3 A- i I r>roperty .,,wnAd by Robert L. Edwards and Jane 1. Wwards descril� ` to r.xhibit c, as shown for illustrative purposes on Exhibit E, 9 i which exhibits are hereby incorporated herein by this referenegi 4 f c) The City relinquishes all claims and rights under its i eRsernents and applicable law to remove or abate PP portions of 6 7 8 9 10 11 12 13 14 15 16 17 is 19 20 21 22 23 a$ 1,iii1dings owned by F41wards or situated on land owned by Edwair encroar-hing upon the original City Light easement from t1te eaetm including approximately the west 20 feet of the Hungry tfol£ Restaurant building, the west wall of building "C" witbi.n the i easement area and the southwest corner of the National Bank of;, { `Commerce building, and the City relinquishes any claim or rig]., Ito any compensation for past encroachment. Edwards rel any claim for compensation or damages for the City's use at a1 A and B hereinbefore mentioned (Uhibits A and B), appraig$*b" `fee3 att.2rney's fees, expenses, interest, taxes, and the like if (except for the specific amount provided in subparagraph (a)), d) That Robert L. Edwards and .lane 1. Edwards, his wife, Ii (Edwards) aclumawledge and agree on behalf of themselves, th*jXj" heirs, successors and assigns to any property awned by thm jq Renton Shopping Center, that. the City of Seattle has a valid, existing permanent easement and right of way for electrical t'I ,mission line purposes -- to wit: The perpetual right, privilege, and authority to entor. and construct, reconstrt4ct , erect, altet . ivpvavlik�r "t-, rvibui.l3, aparaEa, patrol and mniUtzan a tX-4D conaiating of one or more electric poser transml:#:Oipors� and appurtenant signal lines, including the rightci# such transmission ling atructuxes, poles, wires., anchors, and other appurtenances as are necessas ll and the further right tel clear said right-of-way and �a, saame clear of brush, trier, all buildings and all fj.�t °i hagether with the 'hazards, t rightt i., to trim, op or out. c�ormi.;.,, ip. Fdge., Jdgmt & Decree Condemnation , . p. 4 R. I i tapof-r ureos, if any, located on the kands of Raspondents, ih . r he} rri, anti assigns beyond the limits of said eOLSIM At areas, whi r -h ran at i Lute a menace or dan-yer to said tram -p+ mission lines or syatemr and all brush, timber or build * 3 rouxived pursoiant to the terms thereof are the property of 'rhe � it or Seattle or its assigns, and may be disposed of by ,ale, burning, or otherwise„ 5 I in the real property described in Exhibit D, as shown for illus tine~ puri uses only on Exhibit t, attached heroto anti which 7 Exhibits u and E are hereby incorporated herel.n by this ref' f )land said Robert L. Edwards ani Jane 1, Edwards, his wife, do Eek 9 quitclaim all right, title or interest, or claim which they 14 i A now have which is inconsistent with such easement to the Citfi#-e �E 11 �I i Seattle over said Area D. 12 e) The City of Seattle shall pay Edwards the sum of Ten 4� 13 =� Thousand Dollars ($10,000), 14 f) This Stipulation, Findings, Tudgmont and Decree of C"ilrr IS demnation shall be and is in full and complete satisfaction b. �' 16 rights, claims, and controversy between Edwards and the City 17 asserted, in King County Cause No. 705924 and 715585 includi"i l 1a , just compensation to be paid by the City of Seattle for thet.. 19 of the property rights described in subparagraph (e) ab9vsrI 20 also concerning any said transmission line easements and/or+il 21 now existing encroachments thereon, and also between the City.: 22 i t the Eguitable Life Assurance Society of the United States, i1a 23 No. 715595; I q) This Stipulation, Findings, Judgment and Decree of Ct31Q,- 25 Idevnation shall be filed in both Cause No. 715585 and No. 705924 25 !� VT. That the compromise, settlement and stipulation set forth 44 26 Finding of Fact V above includes just compensation for the tak4xe tip_ €'dgs., Jdgmt & Decree f Cgnd4+(anat if1o:��.• P • �-- s 4 5 G 7 8 14 15 16 17 La le 20 21 22 23 U 25 26 27 28 i I,y ilia. c L i •f• iii ;;r -it i it, ;) I f he property ri fitit n ,i#m(-r1bod in .I I I'ol�•ii�uii+ +�l Vak'l V(a). f• NOW, 1*HE RE•:E•ORK, in accordance with the foregoing f.ind.ingn IT 1:; IIERFAEY CONS IUF.RED, ORDERED, N)JUDGED ANTS DECREED .i:. t >I laws : PRragrdph V of the Vindingrn of FAC't. lhere%nabove matin shall be an,] hereby int adoptn,t ,t i anti made Paragraph 3 of this jud"Oto Petitioner, The City of Seattle, pursuant. to RCW 8.12.530, 1 1 aiha ll have six months i rom and after the date of the signing of this judgment or if any appeal be taken, then two mmths t' from and after the final determination of such appeal to the fl a Supreme Court, within which time to refect said award, and t J;. ,. the Clerk of this Court shall issue no "Certified Copy of f Abstract of Judgment" contained in the execution docket, otJ0 denominated by the Clerk "Transcript of Judgment Docket," 1)T`FAXO to this judgment. the (tole and only purpose of which tratlscri 1 I is for presentntion to tho petitioner for payment, until the expiration of Haid period, unless petitioner, The city of Sao i shall, prior to the expiration of such period, file in the entitled cause its acceptance of said award. i That when said period shall have elapsed, or in case the I[ petitioner, The City of Seattle, shall, within such period, € ,i (accept the award, then upon payment to the respondents or into t° :the registry of the Court of said amount, as set forth in , Stip. Fdgn . , Jdarnt & Decroo at, condn+nnat iurl , . P. 6 �yyl I 3 4 5 G B 17 M 19 20 21 12 23 U 25 �S 27 28 i a I hi,r .IilalgnWnt. (Ten Thousand ural tare ($10,0001 pl, �i r itrll i•r it .+1 1e)- JWY Annum from the date of this J1.-.19ment, age N i pararir tph (r-) of V in,iinq v) the petitioner, rrhe City of sealttl* rshts i 1 hekvrj t 1 n at ratty time thereafter to take possession i } of the property in respect to which such compensation shall howl lnsIrk la r Irnt.i iII I I It An oforepaid, an provi,lod in ordl_nanl-V 117k)(ki n! 'i'hv t'iiy of 5ealttle anri tht' Petition in thiOo d proceeding, and thereupon fee simple title to the property r#� ' 'I4-ncrJh-q,i abovo nhni I vest in The City of Snetttle, as provid94'.. . araio ci1'41inclraL•0 'll'lr, !, nti,l t iuv provisioltirt of par7ttrreph I of th4'* Jucigment (Findinq No, v) shrill taocome binding and aifettive u, i.i .the parties h"rcto, their heirs, sucaassors and assigns, iv. ,s This matter having been timely settled prior to trial, t'di fee for trial by jury shall Le rnturne d to attorneys for ate+ t. dtllapa 1t lncl rasceta . DONE IN OPEN COURT this t _day of , ] J u G E Pre rated by: R EiOW " . . counaol for Tho Cit of Seattle Approvoid copy re:ce'ioed and not E6e ' prese ion waivoil r WAnIx C. a11 of Counsel for Robert L. Edwardb and Jane I. Edwards, his wife Approved by, copy received and :not Iva r'f pt'-Wr Wllca1 tr:ra Wil1Ve.trMEW ..I i Of Counsel for The Equitable Life �Asaurancra Society of the United States r 6KeMWR:*w EX11113I7 "A" :r !:: ,zj:rrY SUPERIOR COURT CAUSE NO. 715545 AMA h ' ['..; IirW11+[ ,1•+t#,'I Itrn.t prnpwsr't: N.J:tlldt•'• ail King CoUntyf ,I�JIL L,ntn Titirtooln (13) *Illi Sixtoon (16) r ru, 1,j.j5,[.,..,, (lU), 1110,alkabip '40*nty..'1thr-on 123) North, ftatnq- ,'l V.. I ,) ,:.r , s�.;a. , ill sting cou ty, phington; And of 'Tract . i u►.: t 1) . . uN4,1c•,nental "tap of Re ton s'lands on fill+ in th* Off t c- ce l' t;r- _orr,ml.ssioner of Pu sic s' at Olympia, WashIngto lytil' k:,,.1,Prly of the west line of Shfr Ubk StrPett els shown in r,.1,1; [ ,.,,, t„ flip '1'c,wn of 10P itanj:tamdrPd vditig to thn Itti]t t2w0 , f•'", �Ir-..1 S,t vt#tlrl:..1 1 t ur I'14ta, �at,�.r"Cotdo of r1aid Ct�tli►,'f�,, -11-1 Iyti;I tra,rtth,-j ly of thn north bouof thn Pacific Cuast RaI Lroa d Company's right of way, and south}rly of the+ f~'I� .Inr;,rit,-cJ ] Ili- : Beginning at i pinl<tn wept lin^ of sf#f4: ct t uc k t r{•ft twenty-five (25) . leeternt aortherl aa, MA at right a� gIms from the# norther .y bbine of said {:Jami right. of way and running the ncP wastparallel to sa 4! h line a diratuncp of four hundred tW.ene, (425) feett...t 3e�t.,' ,;.•,:terly along a straight line, diof seven hulplei��':4 (717) feet; more or lass, to a p inte west line 'f,' I-ot Sixteen (16) , Section Eights► n ClownRhi,p 'ewe � if North, uan,y« F1vo (5) East, W.M. TwSixty-f 9 41i::talit norther.ly as measurAd alnq ft at Lite #)w i'uu,iddr. ' Of :•}.ffd right of WAY, t encu 04ii.t1nuP w"Pterl, r'tt .j 1.',):,t. 1 t u,, Firoduc"d a di.ntanc of F0Qr Jlundr*d F'i.ft fe.-t, :•iorN or to a point o the wastnrly line of � t•o u r R d } . ,tai.at port,lon OoiIir,) d-ncriLwci as (:olio s: Commonci.r#g fit our 5 33 } 1 S Jl:r , a point. bel tho south lin*a�! 5e-ut;fon 14, Zbwrs4,hi. 1tario'- 5 ralst, W.m., 3LI1.d poilat l+..Lng l!rtn 990-17'.37" ,fts ` 815.2: t t ­t front t.hr quarter so-ct:ion �oxnr+r Cri thw sOtl'�h 18: thor .:� North 010181 53" west a dis"nee of 19[1.55 f 73.38111 ' L.ist a JLatance of 1.32,03 f.a'e�.; thonce North : distance if 72.1.88 fent to tha True POint of„Dininnitegf �31124143” West a distance of 100.65 f t; thahcr North j distance of 357.30 feet; thane". South1I31`24143" Fast a +� tfs. !,22.0.87 f -et; thence Hearth 75°33'23" RX dietancr of 3 3.20' 'Che True Point of Unginning. I Emil I T n .e..:. - _ �- _cilli ia:11i1 >rx►�><J�r: �s 1'+;I;!JTY .111MVJef011 COUNT CAUSM NO. 711, 1R AREA 11 r �.,,, of t st•• toi lowing do-scrib-d property Aituatfhd in King County,l' ':16:1L pox t 1 oit of r;Cvl+rrm■nt Lot lixteen, Section i:;Lghteen (It), ,'owrinhi;r Tw+tnt f -threes (23) North, Run 11 rive (5) East, W.M. , i,. t.t.ny Count,•, Washington, iy1119 wit U. a strip of land fis<ty ' l_�O1 feet in width lying soothes ly 00 adjoining the soutlher: L�)ti„riary of the Pacific Coast RaA1ro fright of way immetd at*&)i t:1•' • o,?uth, said strip be Jing sr.veyn htun d (7001 feet in xeogt'h . n!: tn-asurrd along said right of 'wary 1 . 1�est*rly from the +.0t lint' of Shattuck street PAs show ih lillrs trLlJ:h Addition.to the Town of Renton, according t Q1aC fier"of recorded in VOXUn of 1114tg, page 33. Said parti.on ba�inj described are fall 6: ancing at au;V*y at i, 533+19.03r a point on the South line bf $e ion LB, ToWnshi, 23 t � ftzjo;� F E:.s_,t, w.M. , said point being or tt} 9417137" East elk tiipt of 81x.25 f4 -t from the quarter cacti n co4ner on the. nau� i. t 1 tft-nc'- Horth 01`18'53" WR;��'`a� distanco, Qf t', rise.. :!�)i Ah 73'38' l2'• Eaut a distaftc of "132,01 fl%ots' thoncNi blorth 1.".'•1'.;, „Int; t 1f :►.uric-•• of 564 ..311 f, rt to tho True Potnt00''Wgi '14n t ;, -�..:• tr:. JI",:' S'd 3" Jia• -t a dtstun,-�- of 52.48 f. ­.ti thnn6m;Aouth ,Jf ,4tdtkC• .If 13ri.51 CNet: thane ;e,,th 14r W26" F,,Mt i .:t .kr.r ! i.i.0-') C•••+t; tIt.•tIC' !'SOY '1 7'i°33'23 1 -1Yt n distahe- or J'`.- I t !;i•• :'I:u+ i't�i.nt fad J}••.1+ltinlrerj. r f t.,14I 1113 I T c: Y SUPERIOR COl1AT CAUSE NO. 715565 nxrn C ,• -r►t ly owtr-d by Roboert L. Edwards and :an.- I. I.. i nc1 within a strip of 1"d 60 fo�pt in width, to=' .I t1 1. - d,••,cri4-d propri~ty Situated to ring County, . +c.n w! i -(..t 9 in Sactic,n is lying westerly of Primary State, I r1;f; I;,7) and a portion of the ?3E 1/4 of the SSI t i,,I, l'i; rt,at portton or .ot 14 of oration 18 lying I 1 r . ► 1':rr• Uf :]hattUc* :l re�'t in Smithjgrr4 Fifth ' i :,::.. L,j arul a position of the lenry H. Tobin Donattion _.cis "D. 37 ill suction Is, all in wnshig 23 North, Range 5 �i t, t;inej County, Washington! ,:► c I I 1'_ I,I,c,l th- 6.1 fent a t land lying 2, 5 fPot port h4 isf l .,..:;ciic.i:-.-j t'." ,+xistirr�r tuonUM-nt ]wine 9.1 th- City of $vattlli 1 i r,• r l jht of :ray Iform"ry ka as Covington-rk*jirt�#? aa.Iui.rod by J7' -f _nzo nt corporation' '� D !' t Lia 4r, ;;rrtttlrti:, 'sh to anlundi' ed one-half 1nt*ilmilt,.{f. „ . t' , Mi..- I »r , aS L'xPGutor of hw ita of Ada Thoril+l;i ` d**` r .individo-L.1 ono --half Ins►r,!- dated DCtohmk 3I'', .2#4 -'r I, 1941, in th- o fir. s'. of itiaditor of Ki C r:, . r,.• i. rc 1:n• 2:114 r -(is Pa }e 489.;:unfl-f FiI- No. 3'ja 4 t .; r 1liv •yod to t;. Cit; f Seattlp i,y inst:rumrnt° .T*Oo :a• •�t;, Paq—! 50, (It-, 17) in th- office of A€udito' t;n.!-r rilw' �4o, 3Ju455'),said Strip of land beim da!a ►.: r . .. r' ::iii ,!,1 at surv.> :, tat i.bn 5,33+18.91, saiii point b,-ip di-1t,►r1C-• ,-,f .1475'.25 f+�et frr,:n the or,uthrw3t n .� S '1 'C'iGil i9, '1•...:11`i�:�T7 �� trorth, «rirl<7' S Fast-,.�'W"l., r: 1 or_h 1"18'53" '.1-st a rllr3tllilYC0� Of ;�'2• ,lart.h 73438'12" Cant a clistar.c- of 132.03,ifert . � -• ``�y 1 1� p+� a y..�•� : '43" I-st a dist nn- of 822.52 f -.%t to the "U".11P vt •3ir :,s.r:af; t.ts••r;r;M Horth 31024'43" 4,ast to the c-ntorline of,:1►O Stat.- �1r,;;,r.x; ,;a. 2 (SR 900) a distances of .1430 f* -At more or 14t. SX �;sStarl;' :A1*v-j Sr,i:l c-ntv-rlin- to a point 62.5o r-e+t easterly 4f th*, I I t,P of said tran-SMjq3jion line ri.•;ht of Way, as mad . i, :it ricj:it t:ierf!to, th-nco South '31624143" [.a3t to a point t p E,"dr_•-;cjL%t,ti 4V4,J115" East a distancm of 73.91 f -et from the "Ue': ". of L► -• j ji:r,i.r,=j; !;:<Ci:PTLNG therefrom the !following 11pacribe4 propertAn4 �I portion of henry 11. Tonin Dopation Claim No. 31 and off . Gov• ream-nt Lot 16, Section 18, TolKnship 23 North, car 5 Eakfp , sti_:;. in King County, Washington, s conveyed by ins ' umPrct xD iso ts,- offici- of King County Records and Ul-etion !3 artroornt., 'u t ­c-••tvir,g nunloer 6516545 and portion subspquontly c4nveysd 'by� lir_ s c,.a• nt rr-curcled in ttse office of King County Rec'brds ,&Lrld .MfI4 i L- p.irtm-nt under receiving number 7209050305, described tis .' c roI_awA l3e•;inning at a point w ch is the intersection of: t.hp� �' :,:. •a ly pro-tiiotion of the centprl line of Third Avemnup in thw Ciito -I 1-:1,11t,131 writ:l th" crntcal linC of State ftighway No. 5, ag rafi4rrrd to :,i a••&d to the State of Washin ton, recorded under AuciitWa ri1-• :ao. 5134407; thence South 19; 57'30" East along said center lin- of wtato highway No. 5 a distazicr of 804.31 fret; thr%nae Sou 70002'40" We -it 34) fraPt to a lino 3U frrt wostsrly of and parn11 1 ;;al'.l !A-1tr trr.yhway centerlin(-. andthe 'Prue Point of So-ginninq of t d-i;tr i l•t. ion i thrna- :.nut n 70802' 4�" W -at 191.30 Eert t thrndR South 1')157'2;s" Ea -:L parall-1 with said: 11191sway crnt:erline ;80 fret; tir.•rlo- :7,ar th 70gg '2' i0" 11ANt 191.10 fo-tr th,st1;.­ Ivarth 1`!'57'.'1)" W,fl .'tis (• t to tl1" ts•ui lxlint of 1-oijtnninil; 17wri"rilini thrrMfrom 3 3 e I that portion conveyed to The State ,.o. 5 by U_ed rac=ded under Audi WT} EANO n„c•,-) tho-rafrom: k`' - ` ` rf `. ' •t _hatpa rti.on of Government L t; ]. a :.arth r Range 5 Fant ♦ W.M. , X" i.ke t:ie office of iC$rw Gouty :l:d r F�e?CPiViljg �pbr 7llca �a , +�uit►r:inq at tIHe �tt:a''sl, s . wit -`l the c t k3tYs :O rk ! p1�r3. -i V❑ .l �' :.� southwestrrISF ; O � y IR P. 1' i 1 5 f thenc>r save& Last, 191.3 sofas x� +4 thence nPrphw to the: '!Cr'<ie�i�� t to Stat- O; �i+T47 tlg ton fxr r ' rA�arcec� d u�a'e�ritox's Fe iiia . tib �,� [H G I,yr �, I'Y sk =r' � sir i KING couny supERIOR COURT CAUSM 90. 715 5135 MIBIT D Area 1) A :,LY i^ 01 Ian! lying within rhe flolloving described property: T,iat portion of Lot 9 of Section 18, iia4 westerly of -,rimary State Highway No. 5, (SR 167).;, a portion of the ,7, 1A Lv." the 8,.! /4 cf Section 18; 'tion Of Lot 3-3 uE' Section Ib; a portion Of 14t 16 action 18; and a partion of the henry H. Tobin .Donat+' Maim No. 37 1 Section 18; &11 in Township 21 Nort4 '*03ge 5 gut, W. in King County, 'r!azhington; said strip ol' ?an I being 2.X feet 14 vidth;'0%4=tng nortWo easterly; the easterly margin of "+L strip. of I=& being 2. easterly ol' an,: parallel with that i4ertain riot of way mia ruiuiing North 3102k '43" West; (at is dicated ca Exhibit B A V to) no westerly margin being 2Be.5 feet went ol"d , right of way easement mcln=ent line the nortbarly ' of land being the northerly Margin of Priftr rSin 0 State Hp; iL anrl the southerly margin of said at ip of lKnd being t Area A as �.escribed in attached Rz"blt A hereto; said tit inbefore referred to is described a4 follows. Courmeac .:.the corner of the SE 1/4 of Section 18tITbwnship 23 North, :'5 T! thence North 89017137" East along toe South line of sai of 940.36 feet to a point on said City of Seattle I:r of Way Monument Line; thence North q1 18'53" West a diNtOJOR Of to a concrete monument (Survey Station 535 + 16.30); theMo� No" West a distance of 2tj.f�-) feet to an angle point ( A - 30005'50" (Survey Station 530 + AK, 535 + 42.99 FK); thence North 31 'nest a distance of 6bE-'�J' feet to a concrete monument (Survey S EXHIRM D 1 of 2 'k 4. thence [forth 31.021;'x+3" Weft a distanOO of 2458 to a cor.-,.,rete mon=ent at anwigle poirr, .;tation 561 + 86.46 AR, 562 + 13-54 W), thoz�+` UL 4. distance of 1538.54 feet to a concrete W t 25-00) thence North 43x47'13" went a creme mono hent (C-urvey Station 583 + 'Y 1 -lest a distance of 240.56 feet to a p 'GAP., j tion 18; mid point belnj-, 567.80 feet OeCtlrm A at a bearing of South DO 02. n1r, .41 Tnonumpnt )Ane an said mom=ent line 155�t) C,\ th X;'J":11 )j. C 1118 T M' THE STAT2 UP' WASHINGION POR XZKG COUN'; tne matter cit the Petition of c-:ity of Seattle to acquire k)V c(indemnartion prooerty and -/ 4 property r1qnts in Section 18, r VO 715 5B:5 V Township 23 North, Range 5 East,) W.M., for electric , transmission line mirposea, elf; provide -d in 7 -N0. 705 924 R08LRT 1- EDWARDS and JANE 1. EDWARDS, his wife, STIPULATION, FINDINGS' Plaintiffs, XUDGMENT ANA DECREE Or vs. CITY OF SEATTLE, a municipal corporation, Defendant, The above entitled causes having came on duly for hearing 12 pursuant to agreement of the parties, an Adjudication of Public 13 Use having been entered and filed in Cause No. 715585 on 14 -Pllh-d— 19+ The City of Seattle, petitioner in Cam#MP.! 15 No. 7155e5 and defendant in cause No. 705924, being roprover0#41, 16 1 ti by A. L, Newbould, Corporation Counsel, and G. Grant Wilcox 4041 JAmeim ti. 11owe, Yr. AsRipttzinta-, Robert L. Fdwards, and Jane X. Edwards, his wife, respondents in Cause No. 7155$5 and p1wint."I in Cause No. 705924, being represented by Wayne C. Booth of 20 Bereaford and Booth; The Equitable Life Assurance Society of United States, respondent in Cause No. 715585, being repxws. 22 by R. A. Moen of Grabam, McCord, Dunn, Moen, Johnston & Ro 23 King County, The Pacific Telephone and Telegraph 1respondents ispb ,and The State of Washington having been previously dismissed by 25 separate orders in cause No. 715585, a jury having been waived,., 28 and the aforesaid parties having stipulated by apid through theilk 27 'tf attorneys to the following Findings, Judgment and Decree of ccoknd- demnation, and the Court having been generally familiar with t with Stip., Fdgs., adgmt & DecreeAl of condemnation , 1 . . 1 2 3 4 5 5 7 8 9 10 11 12 13 14 16 16 17 18 19 20 21 221 M 26 25 26 27 28 e:vi,:enc:e to ire presented in the shatter and having heard and con- i sioere.l the .stipulation, findings and ;udgment agread to by {'()unse 1 31 r -k-ord ; Now, 'Fhert•fore, makes and enters the followin I s F'indings of Fact : That liabert L. Edwards and Jane i, Edward -4, hiE. wife, hes*h called Edwards, instituted an action against the City of Seattle( in the Superior Court of the State of Washington for King Count4 Cause No. 705924, claiming compensation for the use of EdwardsO l property by the City of Seattle for electrical transmission lin' for which the City had no easement. II. The City of Seattle instituted an action in condwanation to acquire an easement in said property in the Superior Court of State of Washington for King County, C&UBe No, 715585, and an govesmtber 10, 1969 filed a Notice of Lis Pendens describing sdiA property and naming all respondents in said Cause No. 715585 W. the King County Auditor under file No. 5055097 (in fila 18235), That said King County Causes No. 715585 and No. 705924 were; consolidated for trial on July 30, 1971. Iv. That the City contends that certain buildings awr:ed by Robert L. Edwards and Jane I_ Edwards, his wife, encroach upon a transmission line easement of the City of Seattle. V. That the parties have stipulated that in consideration of tr mutual covenants herein contained and full settlement: of all tip., Fdgs_, Jdgmt: 6 Decree candamation - n. 2 _ s; an.; in connection with the 3i[rresaic acr_i=s '.o. 715:56') anti No. 705924 and claim for encroachment: that u;K* r i i acceptance of the condemnation award as he: einafter provided in 3 the judgment and Decree of Condemnation as follows: Stip., Fdgs_, Jdgmt & Decree Df Condemnation . . p. 3 lij"t 7 a) The City o. Seattle is granted permanent easements and � 5 i �of way for electrical transmission line purposes, -- specifica 6 r The perpetual right, privilege, and authority to enter up 7 and construct, reconstruct, erect, alter, improve, repayrme,.: rebuild, operate, patrol and maintain a transmission aye ` 8 consisting of one r,r more electric power transmission 1 � and appurtenant signal lines, including the .right to g such transmission line strut-tua:es, poles, wires, real , anchors, and other appurtenancies as are neceseary thgx ..' 10 the further right to clear said ht -of -way and ko o clear of brush, timber, all buil gs and all fire M! � 11 together with the right to trim, top or cut dwwn date if any, located on the land, of Rospondents, their h 12 assigns beyond the limits of said easement areas, whi4 F ' stitute a menace or danger to said transmission Uncip - 13 t system; and all brush, timbOr, or buildings removed j. to the terms hereof are the property of The City of A or its assigns, and may be disposed of by sale, burning,c�� otherwise. 15 In the real property described as areas A and B in Exhibits A t 16 B attached hereto, as shown for illustrative purposes only an 17 r Exhibit E, which exhibits are hereby incorporated herein by 16 � ' reference, and that upon such acceptance by the City, theJ_n t 19 of Robert L. Rdwards and ,lane 1. Edwards, his wife, and the t i 2D , Life Assurance Society of the United States, and the interexltl 21 their heirs, successors and assigns are released in said ai;eg*il 22 and B to the extent, but only to the extent, necessary to styli-. � jf1 7S 2 1ordinate such interests to the easements hereby granted to the 24 City of Seattle. 25 b) The City of Seattle relinquishes to Robert L. Edwards j 26 j .lane 1. Edwards, his wife, the City's existing electrical tr +- 27 ±; mission line easement and rights over atea C, the portion of t'r,�i 28 Stip., Fdgs_, Jdgmt & Decree Df Condemnation . . p. 3 lij"t 7 i I it property owned by Robert T.. Edwards and Jane i. Edwards descr in F xhibit C, as shcAvn for illustrative purposes on F,xhibit B, 9 j;which exhibits are hereby incorporated herein by this referencq 4 c) The City relinquishes all claims and rights under its � S � yeasements and applicable law to remove or abate portions of B 13 I :,+i i 2 d i ngs owned by Edwards or situated on land owned by KdwaXc *i i 7 I ' encraar•hinq upon the original City Light easement from the eaf 8 includin+7 nppromi.mately the west 20 feet of the Hungry wolf i 9 (Restaurant building, the west wall of building "C" witbirt the 10 jeasement area and the southwest corner of the Kational Bank of„ i 11Commerce building, and the City relinquishes any claim or rig 12 # i to any compensation .for past encroachment. Edwards relinquie 13 C1 Jany claim for compensation or damages for the City's use at a 14 ,A and B hereinbefore mentioned (Exhibits A and B), apprais"Oa;;.;F 15 fee; attarney's fees, expenses, interest, taxes, and the like EE 16 ; (except for the specific amount provided in subparagraph (a)).. 17 d) That Robert L. Edwards and .lane I. Edwards, his wife, I; Is Z11 I (Edwards) acknowledge and agree on behalf of themselves, th*iI 19 z heira, successors and assigns to any property owned by them 20 1 Renton Shopping Center, that the City of Seattle has a valid, 21 existing permanent easement and right of way for electrical t`i 22 (mission line purposes -- to wit; 23 The perpetual right, privilege, and authority to enter. ana construct, recons=4ct, erect, aster, iaagxeyv � � w, �� rabuild, ope�ata, patxol. and 711Y1SAttl�7i 2t tX'3y7sla�',�'i;., l i•. 25 I, eans.ixtinq of one or mote electric power transsai*� ( and appurtenant signal lanes, includinq the rightq.# 29 �, such transmission Zine structures, poles, anchors, and other appurtenances as are nacessary 27 i( and the further right to clear said right-of-way d jj same clear of brush, titer, all buildings and ali :4:71;,, 28 hazards, together with the right to trim, top or cut 6owni'; h I� , Stip. Fdgs., Jdgmlt & Decree of Condemnation p. 4� i 3 i 5 G 7 9 9 10 11 12 13 14 LS 16 17 is 19 20 ZL 22 23 24 15 2s 27 28 I ,tarvier trees, if any, located on the lands of Respondents, t h(. , i hei r�3 , ano assigns beyond the limits of said easawftkt areas, whish von4titute a menace or dariyeer to said tra LW4 mission line-; or systems and all brush, timber or builcd4;tlO rerrnved I�urwiant to the terms here cif are the property of 'rhe cit.y of Seattle or its assigns, and may be disposed of by ,ale, burning, or otherwise., in the real property described in Exhibit D, as shown for illus I �tivv purposua only an Fxhibit E, attached huroto and which Exhibits D and E are hereby incorporated herein by this ref"' and said Robert L. Edwards and Jane I. Edwards;, his wife, do quitclaim all right, title or interest, or claim which they mA rLow have which is inconsistent with such easement to the City'q*� Seattle over said A-rea D. k e) The City of Seattle shall pay Edwards the sum 4f TOA ;k.. Thousand Dollars ($10,000). Ai f) This Stipulation, Findings, Judgmont and Decree of C4I I demnation shall be and is in full and complete satisfactigatl 40 rights, claims, and controversy between Edwards and the City asserted in KiMq K.'aunty Cause No. 705924 and 715585 includigg! just compensation to bm paid by the city of Seattle for thee of the property rights described in subparagraph (a) abore,j also concerning any said transmission Fine easements and/or now existing encroachments thereon, and also between the city 1i the Equitable Life Assurance Society of the united Status, in jNo. 715585; jI g) This Stipulation, Findings, Judgment and Decree of C=-- Idemnation shall be filed in both Cause No. 715585 and No. 705934, 1 V1. That the compromise, settlement and stipulation set forth Finding of Fact V above includes just compensation for thm tat itip. Fdge., idgmt & Decree ' �f CondemndtsM.,a., p- 5 JF 13 14 15 16 17 18 1Q 2d 21 22 23 U 25 26 27 26 !,y till' ('11 , LPI 1;r --iii jr• oil the property right.K .lriiiCribaii in � I NOW, '111F:[tJ•:r-'ORF, in accordance with the forecjoing finding 1`t' lt: Iih.REVY CONSIDERED, ORDERED, A13JUDl ;VD AND I3ECR>•.ED -I -'i 1+)l lows. 0 Paragraph v of the Vindingn of Fact: herv%nabova mala sha',l he and Here. -by is adopts t ,ow and made Paragraplk 1 of this judgigo LI. it Petitioner. The City of Seattle, pursuant. to RiCW 8.12.530, � 2jhall, hav© nix months from and after the (lata of the signing of this judgment or if any appeal be taken, then two months from and after the final determination of such appeal tp the Supreme Court, within which time to reelect said award, and the Clerk of this Court shall issue no "Certified Copy of Abstract of Judgment" contained in the execution docket, ¢qhp .i denominated by the Clerk "Transcript of judgment Docket," OUVJ to this judgmant, the nolo and only purpose of which tJrarnocri is for presentnti,on to the petitioner for payment, until the expiration of Haia period, unloss petitioner, The City of Seat*' shall, prior to the expiration of such period, file in the entitled cause its acceptance of said award.�C' That when said period shall have elapsed, or in case the petitioner, The City of Seattle, shall, within such period, Tk accept the award, then upon payment to the respondents or into the registry of the Court of said amount, as set forth in Stip. FdgV . , .Tdgmt 5 Decree at . . 13. 6 e 13 14 15 17 16 19 20 21 22 23 24 25 28 27 28 I .rrn ir'.�Iri 1 0 111)11 ,Jurigmtint. (Ten Thousan4t Irnl lare ($10,000) pj" 1 nt ,•r -A. .rt �rti pvx' Annum I ram the date of this Jv.igment, a�0 4 I Ivirarlrnph fr•) (-if )'inriinq V) t,be petitioner, The City of Seatt.11" r{hall 1ti.sv� t k " rJy}It at ally time thereafter to Cake possession I 1 of the property in respect to which such compensation shall h0,*4h 1s,*r,I1 104l�l, ,j1 Irni.l ii+ln r'ursl I , aw Itloroanid, aJ4 prov0od i.n ori J inanor 117*l6 i c-31 The Ci I y of 5eAttle, anal the Petition in th:,« proceeding, and thereupon fee simple title to the property r. F ilonurihori abovo nhnI l v0st in The City of St -At tle, re provided bo an I I cFI-,llnrois,•ts 111'141 1, nrorl s }erg 11rnvisi0n14 r?L' par graph I of thi.4 judgment (t-'i.ndinq No. v) shall become bi,nsirtg and effective xxyoi. the pantie:; hnrpto, their heirs, successors and assigns_ I IV, This matter having been timely settled prior to trial, tbiil ,i fee for trial. by jury r+hall. La returned to attorneys for any tim depow it ing naFnc, . l DONE IN OPEN COURT this r _ day of , f E. Pre rated by: t t . now Cou pool for Tho tit of Seat t l" Approves copy rav*±Via and notiao .0 prese qn wa ivo : WAY4 C . gopr! 1 it Of Counsel for Robert L. Edwards and Jame I. Edwards, his wife Approved by, copy received and noty lra c,r pt-=Psooi R! i ms wR Ivar1 r j! IF. .�.. R, A. MOEA Qf Counsel for The Equitable Life Assurance Society of the United Staten �. �. ��ia�al►t�iiF� . PYrITUITT "A" :-,JU,4'1"Y "UPEPIOR COURT CAUSE NO. 715595 AV1�'-A A I .! 1 ­ f ' I I. I f) -I J11"11 propmorty it] tijate,,i n King k.,cjuntyl 0 1 uv --t i a iw-ti I: tmt a vlItr tin on (13) And SA %tpmn (16f . i (1H) , Towtkohip rvinnty Threst (2 1) North, Rango ad -M. , III A Lnq Cou Ity, 4 W 9hington; and of rract. -'uppl;-mental *top of Re Itan 41an s on ti IR in the cat! I 1' t ,I- a a ioner of Pu )lic 0 at Olympia, Washingto Of tilf WeSt line f Sh UQk Strppt as shown in " f„ t tin Town of Fl- ton F tdarding to thm hint th"ol I s tr:" to u r I I La to , 14FJO -;,A*L7o%M1 or Imaid Vc'UjstYo ij,,j tyls, I w.,rt1iri ly of t1in north bo of the PACIfiLi Const. i<a;lroa..t Co2osiany's right of way, land hq, southArly of the fcj'X I --!i -- r t }) -il I in-: Beginning at a .0int . tho west lirLR Of SA14... '1J1,JLtL1.ICk ';(T' -At twenty-fiV0 (21)fmntiiAnt northerlya* itt at ritjht aj--j1mR from thowt northorly b dry line of! sitd.ro ; viqM: of tjuy and running thonco, *sts parall-el to sa.14' b line a distance of four hundred I 'went vs (425) feetlAheno jo 41�_.terly along a straight line, A dis of ImAvt-n hujMcjg�d ;t (710) feat; more or less, to a paint the wpat line -f r Lot Sj.xteeri (16) , Section Eightei n (I. r Township Two North, Rariqs, Ftvk- (S) East, W,t-1. Two mWrAd Sixty -f Lli!>taiit, northerly an measurf-d al ng sa!A.woat tine tr I-LOU.-Iddr�Of iaid riga is a Light' of w.,ty, t onco CL*n,:tj,jtj- w t rl l 0 of F04r� 11undriod Fif liarproduc+�d a 41.,Ltanc t ;:,or P� or ss , to a po i n t a the W&qt"rly 1,np of d. :iaitl por T. It -)Il UOJJL'Ll d-eicribe-ci as folly m: Commencing at survyr #1 533.416-11 1, a point. ori th- south linef Section 18, Townphip. Aaritp, 5 t:,15t, W.1L. , �3afd poilat :.ring%rth 09017'.37" East 815. 21, f+ ... t from thp, quarter section dorm4r oit thpb south"A 19, thpr'north 01019'53" WeAt a distnce of 190.55 to 73°38'11 I.'-isL a .Ai3tanct- of 132.03 feet. thenop North aiqtanc& if 72L•Oa feet to the True Point oC.Deginnkngi 31',24143" West a distance of 100.65 f4lo-t, th4nco- North 401P distance of 157.30 feet; thenoo South 311124143" E.ast a d t 220.87 f -,-t; thence North 75ft33'23" Llaot a dii3tancp of 3 3.2 Tho:l'rue Point of umgimning. LMMOPT A EXHIBIT ES V;I• t'e11l1I•t'Y St)P!-:ItTOR C'MJr?'C C'AUSM NO. 71"LTi AREA IJ ;t. c.11 tTuLJnwinq deecrib-d propArty .RituatPd .in King CountY,, ir,it. limJ 1 curs of Gcvrrsunf•at Wt :itxt+'pri., Ssction i:tgtstepn 119 . i ruw,l_.i�i 'i'went j -three (23) North, Ran rive {5) East, W.H. , i,, r. rnqCounty, Washington, lyi g witga a strip oi' land fi ftp 14,(3) fMet in width lying mouths ly of. adjoining the souther Lcaul,uary of the Pacific Caaet Rail >k'ight of way imoe!diatll+ th- 5i--)uth, said strip being seven h" ` (700) te"t in lingtb ar. ,n-askirrd along said right of way l Me�Irly from the west line of Shattuck Street as show in h'or� Filth Addition td' the 't'ow'n of R.nton, according to plat h roof record^d in V01UM49 of Hats, Pane 33. Said port,.on being described an followei qGmencing at eurvoy std 533+18,83, a point on the south ling of Se' ton 18, Townshl 23- Ram,µ ` L-l!,t, W.M. , said point being North'. 9.17137" Baht a d'*t of 915.2S F -r. t from th!! quarter section co*fter on the moth.% to f 1^: rh-nc- North 01.10'53" W,sNt"•a dint4ns+ of ,lSlt?,SS:. ails t ru ),'Ah 73'31'13" feast a distant nC 132.03 f -*t; thameii HottN I! ".'a' �:' ' .!••±,1, .! :li'.t ,r,t_• of 5G4.3il fi et to the TrILM P01.nt'.tl0` B4*gixUi4s( ! ;r •a;. : r.:. J1 ":.' I' y !" ir.••:t. a distu,, . of 52.48 f—atl thmnde: South : , 33' -1-,t +i oi..itdrtcr• {if 135.51 thence South 14°l6'�6".J:a}41i1 t..i. '. f '�.;, �) t•..•t; tll�r,tr•' ?Jot' , 75°33'2)+ I'a.9t -r dfs'kan0. 4) •;,.• I•!!I- IN) I.nt. 0 13• •Ii11nJ.r.+T. Mil .;.'Y sUN'-.1TOR COURT CAUSE ND. 715585 AREA C: I- .:, ntly =ed by Robert L. Edwards and .lana I. .1. i nil within a strip of lard 50 tent in width, lo•-'� . i... ;, d-,ecrib-.l property slituntrd in King County, , c.n 0! i.,. t 9 in section 18 lying westtrly of Primary state �. (SR I171 and a portion of the HE 1/4 of tho SM } 14 ; r hat Mort Lon of got id of section is 1,yino T t 1'ar u1' Uhat'ttick :i rent In Smithar's yitth ' r_. J."I ,tan, and a portion o the Rgnry H. Tobin Donation, _A0 : o. 37 in Section 19, all in own6wh4p 23 North. Rance ,_.t, King County, Washington � t i i p <a': 1 iad being th- GO feet O land lying 2.5 fmrt northK or c i .ldju i nine t%- Mating monam-at line. Q�- th- City of Beat°tli. : ., ,• .. t,i t - � I . r ! , � �� t �� r t ��t�t cif way (torla r y +cri I,s Cavin jten�-S�►�t'kd�#'. 1-0-1, an ata;uirod by ht Corporation' h��,l�, r'r, Lla P. SmItherr , a7 to an' undi ddid one-half AtAt'VN as Lxpoutor of he I , akP of hdal Thorniv Ai'* t. :xl! -aiij.i videa one-half In !rest,:: dated actabor 3W, 114 t l-.. ..;l. c• : �. -r t, 1041, in th- o ficlof Auditor of Ii,i�1g � im- 2314 cel ;y,.,.ciy Pa;e 489W' und-r MY t40fi 1 n lu ! i; s inv ; and to ti. CQ7 f MOM t,y instrumenWro0o r - M n. J>•-dw, Page 50, (It» 17) in the office of Audita o suvi nJ-r ril- No. =455'1,' said stria? of land being dre 9n"il•; at nurv­ it.Ztibn :33+10.91, Marl roirit Kin i. t a dialtar,c• ,..f 015425 feet from th- wnat1'i1 et c ! t , , f . -c' i on 18, '1' -an ?: p 23 North, `t'inj- 5 East, W.N. , -r. .... • .:..t• , „tsn.nutnn, t`1-nc- ..or_h 1°16`53' Mat a dieting, of { .. ti-'aw- North 73°39'11" Last a distanc- of 132.031f••t, A 3 th-a-. ;-r+;, 11224,43' Mat a dtatanap of 322.52 Q -►t to -th* txLY of S)t,•bimy; th-,,„.e north 31°24A3" WOat to the c-ntor line of;Pri' stat- �i1 �:r+ra, lo. 2 tsR 900? a ,Iistanc,N of 1430 fopt mor® or AM, � Past--rl j alma•., said c-nt-rlinm to a pont 62.56 f -Pt masterly L-flf tth�,' rvtilit] ❑.14u,-I••r.t 1;t!P of said transmlis on lime right of way, &$ mgls<. .t rlca:it .3rlj1 thereto; thanc- South b1'24'43" I.'z3t to a1. point't#�tR�. l,�ar ;;z;uth s "du'i5" Laut a cdfutaenep f 73.91 f-dt from the true of ginni.ny; OXCLPTING therefrom the lollowing described proppitiinl6q 'r:Js•- portion of Henry liTobin ation Claim No. 3'i and of a -,iov- tarn-nt Lot 16, Section 18, Tship 23 North, P41age S EA9k, �ti..:. in King County, Washington; a conveyed by ins r.nt iii 1 in L ho office of King County Rea , ds and Elo-MOM D artjiny; u� r,.c-ivin nu„leer 6516545 and portion subsoluentl.y ivay04 •by : III'- r�,a,�•nt re -corded in t11R otlic� of King County R d6rde :and .E1eld# L- partment under receiving nwober 7209050305, desarfbod tier f Ul lawo : Melinning at a point which in the intecanction of .. rhe #il won; -sly prod action of the crntrx line of Third Avehap in`thw` Ct;t:� ?�' -f wits thin erntes line of Sta;to Highway No. 5, as refOrkre ' to Ln ! -ed til the Sta tr of Washington. recorded under Aud.i:tor' s Fil-' No. 5134407; thence South 19157'20” Fast along said center Jin- of ;tato Uighway No. 5 a cif atanep of 804.31 feet; thjAp A& 0"'0,''40" Wet& 30 fmPt to a line 30 fret w-sterly of and parallel, :;ail :,t.Jtr llt.jhway crnterlint and the Trup Point of O-ginninq A t .io" ript Lone thrna- sotlth 70*02'40" W«rat 191,30 feet; thencm 50M 1097'2x" FasL parall»1 with saQ UIghway contorline 280 Qptl tNol th 10102''0" 2ant ill . 1k1 fr»t r thoii,­ Norttt ty1I57','.i]'' ta.+ ,v) r -el to th- tru- lx)tnt of 1­.j4nn.lnq; 1:XCr1"rI`ir, th-r"from that portion conveyed to The State LO, 5 by need recorded under AUdi Aijo A;,.'.O I=XCUPTZNG theCeECOM: !hat portion Of Gawrnment Lot: l 0 North, Range 5 East, i" the office of Sm COU01;tV Andar Receivi, niuy 71A, Ueginning at the, 'AAlOrseL with the Cont .al 1905S'20" E WPM OFAMP, 1088.18 Mao southw^'Stell� t Oegi 4 d, West �t r thqPCP Mug thmnCein How tA to t C) hP K to State LA 1 0 recorded under KING COUNTY SUPERIOR COURT CUM MO. 715 595 MIBIT D Area 1) A ;..r i; oi' lin:, 1 lying within the following described property: f-t,jt portion of Lot 9 of Section 18, irtng westerly of ,rimary 5tate HiGhway No. 5, (SR 167} , 6 portion of the the S 1/4 of Section 18; pG�ion of Lot 13 Of Ser_ticn 16; G portion of LQt 16 tl �Pbtion 18; and a portion oithe ]fiend H. Tobin Donatiottelm No. 37 in Section :6; all in Township 2 North�.�ge 5 feat, W- in fining County, Vsahiegton; sari strip r).' imn! being 2k)Q feet iso vidthj 7 ing nortlstr . easterly; the easterly margin of Sa d strip of land being 2.5 easterly ai' an,; parallel with that pertain Ti%bt of way riuwing North ?102:'443" Nest; (as indicated an Exhibit to) Llle westerly margin being 288.5 feet wept of and per right of way easement Monument line; the northerly may. s of land beim the northerly margin If Prim* State. li and the scutherly margin of said stAip of IKad being tEt� y�N7� Area A as L:escribed in attached txhlbit A hereto; asid R$ ` inbefore referred to is described a folloxa: Coc=t= ;tis► corner of the SE 1/4 of Section 18, Trnmship 23 North, thence North 89017''7" Fast along tie south line of said ttad of 940.36 feet to a point on said C4ty of Seattle T"rsnsr F' oil L of Way Monument bine; thence North 1015'53" West a disto c«f to a concrete monment (SurVeY Stat4on 535 * 16.30); thexig1a Nq" blest a distance of 2u -t:9 feet to an;angle point ( a = 30005150" (Survey Station 530 + r'�.39 AH, 535 + 42.99 IDS); thence North 31 ';;est a uistance of 6o8.41, feet to a concrete moment Survey S' IR EXHIBIT D - pa" 1 of 2 ,► 1� thence North 31°24,43" West a dioUno of 2458.71C to a c on-.retc monument at an angle point ( 6 m 12. Fe is'. statin 561 + 86.46 AH, 562 + 13-54 BK) WJ' -a j thanob.,, aq h 4 d distance of 1536.54 feet to a caner tei 25-00) thence worth 43°47'13" tient aUfophlttovil. Crete momuient (C-urvey Station 183 + 9Q4 . 0) West a di�tmncv of 240.56 feet to a pol tion, 18; said point being 587.80 feet I Section 18 at a bearing of South w 02 i moniarvent line as said monument line 1-11 Ai i Xy FS rJ q r-, .' _ � .�'. •... ;tea ��F _. _,,« :��...--.: c.k-..���:... _ - _ _ 4 TV Z E D QP_Ai-RIL"A., - - �- - J4strr`cit fih6 BotsneT3lle Power Assiniatration, - i_ 1 �f`110$ ''o!�lt,►2wnd 8pregnn, pr>iravaii to Title ' l� �dt�d i1i Coda�1$ea#isu 838*(a)* for and in consider&- rb at 0 Fourtsan Thousand Eight Hendred Dine 4ollare M s7-i"iitw Centre 411L.809.85) paid to eeitl.GFwr+tox b - lICiI,a17WW* C9. RATION, a corporation organized under of the Uitod States Amerind, dtA* .haws . of trRm.sfers, ccnvey (r� id s%14. apata the City of, Seattle, a murticipas]. cornflrFt3o n -of IfaahS'pgton.,.a11ridlair,. title' -an i---int-ere" i» 1.7._niil.os, more yr lest, of 2330-kv el.ectri.v lower trans- _. mi'ssiaa lice' looatsd in Kinn Coklntyo. 4fkahiu!ton, ext-,nding from, Imt riot inaludirg, .the. Orantorrs dead end toner Ro. rA at itc n _ south Renton Substation, In-!"100,!�, Renton viow,.accordir_¢ to the recorded plat .thereof, to the Gxnrtee's trensmis1;46nW-'nq tcnrar' -7 ft Slock 1, YarU-A!,ton Acre Tft*ts, acoordlrg to the recardad plat thereof, _fnaluding one cirnait of hcwM "11rdi e'� cosriuoE-or.+�1 Covingtor-s"Ottle i1n.n "?O. ; towers.Yoz. 46, bl.. „ i' 40!' 50, 'r 1' .52, 53, -nd 5�+� toEettixer. with I.taulutoir atrtx ms omk4 d e ua to the •torr$r dead i!khd Irlates-or. tcnrera LSSA a€td _.. - �i�_exb�,t�83t�` 1� 'sfxid lLttF a1X :r3 i of bra aapez to or - Jigs'#Acu x`sd bT 11tk3�t:�`�ci+tb�''%n.4Ai iht".i`a32�rr 3" Cee y 4a ^ F•? F t. 41 e Y AW lx— i#i.8a efi� s Pe4i+rs lid i�ilttre<tiou,. y S, - 'MO 094 - MO094 dd ri.&i '$uttdr6d 'Kine Dollaru - paid to asid-.S#artox. by .. CQ�PORATI0.9 .a corporation organized under o t o !Rates of Rnorioa, trr,nafers,. cohve;r6, --- 1 tlts aty of s*attla, a muaisi}m.V aorporntion - _.. _�. �.� �t.mfrts;p�'Mh�Ee,uT.i3L..r-i�}�ty--•titian--and-:-int�arenis-err-..._...... �_._�..T... 1e '*3iss'.isfria or los*, of 230 -iv •leatrie pawar trlsria- - t 3¢�ae"1lio4ti+d in'Aing County, WlaMn?tcr.,. axt®nding from, dim -g, ,Vka Arantoevs diad, end tower WO, 45A at its ; habet0loni _ B1ecY , Rentaxt Fie.r�_ maaordiixg to r '04011• gist #hereat t..ta the Grantee* a tra nstaie oUn 44 e �tic [ r i li3oek" 1, Zmrlinc�ton Aore Tiatats, aocarclinp; to the I ' rpeat4!!w Alit tisrreaf,.,fiinluding ane o'irnttit of I1C$R *Drafe" . aondtictat a id'. us�angto aat%2a. I,ir *ro; 1' tbwera..Noa 1t6, 47.. 2! -,53.'and Vii}, together with _i,nit-fls..tof.:s'trixtgs aaQ p ;up tc tHe't rbr dead' app plats ' on towoft 45A-.� - - - its. -;or *did elects a p "' '7kl'�°r#tfi �d[d!1' tiif SO'�fier[tng �^ r +rpt 1f�sy Sr i 4ated May 13, i5�}Is "recorded =fad 22, € 9 s iii tkei o:Oies of the 'Auditor at King County, 1 &Shin ton, #n !Io�mae X970 of Deeds; Page 205, Auditor's wile 1da'. 31 9277. _ < '- , dliQt3i- i► 7�i. recorded s^ rna �,prii U. i941, in the oPiioe of the Auditor of _3{SsLF,. Goivaty, W`Lvhia9toa,.._PriVol-UM 1958 or Deed$, P�;e 415, Auditorre File Ro1 31.56343, 4; Ve*&:irraoutad by Vrronioa. Albe"rase, dated April worded on April 1 ., ig4l,. _in the off 19e of t1ja Auditor of - King Con y, ;l1R� in tan, -ia-iolim6 I960 crf Daads, Fare 4'E3r 4 .A"Iteria Filo No. -3158530- Dead . e34tr6;b4d -by 158530.Dead.e34ir6;b4d-by Lena Aszola. and Zefira Azzole, Angelo Breda end Ysiy Breda, and Jacob 13rattus and John -Ma 1?rs.ttus, dated April 42, 1941, recorded on April 20, 0-ar in the office of thw Ac for of Ring County, Washington, in Volume 1863 of Deida, Page 633, Auditor's file !To. 3161240. 6. Died exetmted, by Lano AzzolA and ?Ax'ira Azz.ala, ,and ,]sago - - . . r_ Bjeoftud and Johivana Brattue, dated April 21, 1='.41, recorded ot1 APAI 26, 1941, in the office of the Auditor of 4'_inr i .. codd�ityv"Wishington, in Volume 1963 of Deeds, Pare 660, Auditor's File No, 3161294. 7, Dsed..oxoouted by Eugene A. YAck, dated June 27, l�tl, racorried c. Ca July 25, 1941, in the office of ti:e Auditor of hint bounty, Waa.hi.ngtozi, in Volume 1954 of Deed:;, Tt e a.57, ruc:iLorr9 .. No.. 3ie6311.. . ` Deed exeguted by Luno Atiolwc and Zafira_Atgqlr�..end_ Ciilli�iri . on MAA 8,. 1941, in: tho , office of the Auditor of King County, Hashing* -on, 3r� :`Folure : Deads, Page 138, Auditor's Pile ?10, 3163693. 9. Deed exec+itpd by. john Capelli, dated PJay 3, ; �, r.3cardei on June 11, 1941, in the ofYieeq of the AudAtor of King Count;,, >rlaehington, in Volume 19of Deeds; Page 44, Audi arTs No. 317113,11. executed by -John Capellif Bated _tsv 22, 14il, recorded _ on the afftee of the Audtt-Tr dT Ni.ng Count.,.: Washington,. -in Volume 19�of Deod4, Pee;e 1n, lir'it'rr'e Sle 410. 31711•12. �. 11. -"Deed executed b !ling County, a mxnicipel oorporat� .:�aor,, S'te of wS,*bjngt -tinted 5ratamber-29, 1941, rotarded �.Octabor -191yI�: thse otfies of `t.o Auditor of King Cowity, .17ashi ti, 3n Volume 2002 of Draaas. Pare, 250, Auditor's .. Fila- .6.,3196045- ' 12 Dee@ sxeauted ,by Joe Pedran, date$ April 21, I%li recorded r ' (Mjb1 8, 191ai in the. nfrice of the Auditor of 'Bing County, ehjony•,�.�3y.p�. yVyolme 1966 of .Deeds, Page x.36, Audito To a 5 t ft�' IC _n43 77�. 110 6 11 1 +� G - }y, r� 3" "'. : 1► vv''io4 df '1e ktld Cos' _ J + _/or3�v aad z4fira Ax `Md. atcd Angelo tbaorfedjF 22, w �«it► a�os o tau `i;dlto�, 'af ltiag. �ouzity# [le shin oa, 'fa]a�i���TO or b.��s, 3'e6s �Qj., Auditorls ale leo. �i�fi• * tt k id#, of Auditor of -. ...-. .� rt Audi#or!e ile:. �olti 19�"8j o� Deed■ rb!. �tlr]r G mid wed Veroiaa-Albanese, dated April 1, 1 1, rem i the Tof'3Sp oP the Auditor of »' :Yoliaah 1960-0` De go Y Tf4h�',tAmo;'Aasq-1a and Zatira Atsa2e, Angela Breda wM sg �14Wta•a�gt$ 5rwttus and Johanna Brettua, dated rebtirtd o� Apr it 2f3, 194.1 3n the office of , County, lfaeixlueton in VO i=o 1963 of No. 32t� s tt��:: `4� ,-> �n,f�'� ✓✓,, � -. 6., Jlud�tor*e-,P'iln 124-0 . w�•t i --;. ?�,�r :� �3'v,`ir•DAO AijtOZi_1�31d�L�`�x'4.�ili�Q�.�s-0.A��i8AGik.s-: -----_ -'. . f 1 rxy� j ,3q ya xrittus, dMtird April 2I; Miffl recorded .e the 'office of the Auditor of King i# Viola 1963of Tree dsPat b6Q, r #ale 3 44-3161294. i �a { ;� Dilf�tad Irf au&*rie A, Mack, dated June 2i. �9�t1, retarded x r :th• off Ice of the Auditor if King County, in:�TblsiYde 1084of Reads, "Pages 487, Auditoria File a xr b, Desyt +sem, u 6;1 by Y;eno. Aaco3r :wnd Z+�i Sra Azaoiw �ci�lill 7 , •y reaor3ad an may 6,,-I%1, in,tho office ofh4s Auditor of' King KiCounty,, Ydesh#ngton, in;Yoluna �+ _ Page 438, Auditors- File No, 316 �69. 3 r bpd pact b Sohn 'Ca ells dated 1Ia rocordad - on 3une-.11, j943,in the office of the-AuMfor of King County, j Nwahiltgtoa, is valu*ae: 19'75 Olt Deeds, Pie 14, Audi tar* s 1, ile No 37173. "i deed executer). b.y .Tobn ga31e��# . ts� �a3 �.-`1` reha�e� 1 .. Rudf-cing Count y, - of Doods, Page '40,. Auditorf s File . f lie. 3MUL7 - 31Y --goad amnutdd tr i ftg Galinty, .Ik muniolpal Corporation, Stats ' _.xt te8 Saemse9,=-ocials«n_ _ Txe'"ol"Mdii a�Uditor of ! ing Yaurty, } Vis. , Se..Yelume D02' o#' d7alido, Page. -280, Auditor's FtI 0 s.395• .421TisW*$.jF.cutRa bar Jae' d na dste+3 April 21, 2�3, res�rdad q t 0 � , :. is the og�Sga of t' he� Auditor at" ink Ocru ty, 4 x a :�fd�:riae'�966 �t used■� �6^� �► k��itd�"fs _' 1 ,, - - F '4 7 t s y -lt M. a r J d{ . •777 l3. Ike , f �,� tib► � 3At-Pkzlali det0 Apr i1.3, �19�'i, �- n PYA, ia. Volume !1961 of Deadd, Sake 1, ' 4 r�.-. olidi}i&tori* SKgovtro.yIe e3�l ;or King CoMty, lughingtm, in F01u1e YS6 ii 3kjo A4ditorf s rile No. 31 a 15. Titan *o4uiri 'by oondannation prooeadi sa ontitled "ufii,tzr �3t1t N:af *& --v. DAorss Pagorrxa, et al," Docket-1700 . 3187 #7k *O 'All w-fi ttaa Di.striat Coutes., in aad for the _ lfsct*MDi1 *lot. of Washington, Northern Division, Certified o4gl e3" flit ;Juti{*mt.-on Deoiarstioa of Tiking15 antered Stu o. y � }%,, bi rieorded Jul, r 4B, .1941, ixx the office of ase And3bar of Ujig Comtyx W shing"; p in Volume 148 cf Dodo, IhtN- Aa8iUr'a Me No. load eitsaut@dkby Sw*ttla-First Motional 8mnk, -us F.xecx�tn at t*9 Swti tr of Jana H.lfelsrrorth. dboeased, ClAtod July 21, 1941, r000rdal oo July 25, 1941, in the offloe OP tho � Auditor 4f Kim County, W*Ahi"ton, i:1 Vnl 'rft 1.9x3' 01' D. r'ag• 491, ,Auditor's File No, 31M315. 17. Dem jm4-* *d by Iftla D. Sxithers MLN to a,,. uftdi.ri.ded haat interest, and Oea. C. 1lbe:eler. Mm lb[eoutnr of the Utate of Ad& Thorne, daooared :n_a to az a' intireat. dated October 31, 1.9141, recorded on Dooentbar 1, 1941, ft the offioa+ of the Auditor of Slim; County, in'Valme 2014 of Daeda, Page 489, AurlitoP;, ilo Nt,. 320,0MA 18. Title acquired by oondmgiation prcoeedin,E:;: entitled "iSnf�.l i �tatwr' a! . hauerltya, �r. Yinaant iJ. itlar, tea., a oPr3:crr_ 4y an. et,-[lj* Docket No. 322, in the 11nited "Statnn f7istriat Cot;r't. in and f4-,r the Waatern b1at:,._Jct of Washl.gtou, iTOrUavix_ Divieion, a$rtified copy of .the "JudrIment o1b Deolaration �3 Taking! enhQi 7abrus'v- 7,,y 1`�'11F beim i'ecurded :'?nrah 1? o ice. i;s th;' 60ID'c`of tie .r uavZ-or ct` i41�] Cues t; , ':"as4xzx in ' l"We 1952 of 13eade, P%K* 453; 19.' Dead axscr6ted by ?Y%rGsre-h 1=itrdir C 0011-, dwzo_d lay 15. 1q-0 , .recorded on May 31, in the ot'f� c:& of the Aud9-torr Of ?C7 g CauFity, �"asll nr ;toL,, in Vo;�+ �e 1972 of Doeids, 7,4-g kuditor'a File No., 316s7�6. 24.. Bead ea7o iLe u b} .Tapir C0 -k. Jr, fi `ty' i-tCar�t tittrd� CoEi At oms®y-in-€ata , dzted 4pri1 2�, 1$f>>, raeQnlcsd or retoe.af the AU Jtcr 01' 14JnE iJ(Mn y, WtBhi�;:ton, l as.Yal o 1$7 .0} Dos+ , Lura 142. Agdito.r'v ftle Na,'3l/1113, :.:3ieste! as t¢utatl -?.y-Ukre*rj4w'G%rbwrtp9j ARtitd Mitrok 19,.1.941, rsaa led alt.11iara�i :�.; tl; s" he rittios 4.i the 13xtrLit#x . ' �#Qg .t:o+uibjt,.:lli�ss��t�x3�,. 1� llalume 1q�� of 'Dsetlr, age 7j'�,: :. A�4i`& :1rf-1 +ddF11aetonasrt poyd Br o, ees�ci 1 1 alas detFd ;x'11 ;'1c 1,,. 3'e- _ � � �4tA ia4 '4?PaTRr ae —. Ca ilii ' NAbingtas in rtoliii e .196a lC tFfi. #Ya �tStor*e,:F.i3e. Yfa..f�.titled "United I '' N`: ssaatiou xaC"United T� `twi6 of pagor ; -at *I,e. Dob7tet.'P6a ix . -' E jii.itakint Q04t* for the 11Gtah sl, Wwth&= Division, a*rtified l�ra W i�rFint~,'On Deatiagn of =ng Tt1c " entered June_ t$e offlae o}ia oo , w"histgton, in VOILMS l jBF? a $ 03s s wsM hili `lFo. ° • ail-11ia'tfi10 FSatloxl Bank�c s iaa aoutar fod"". arta s .. zw 1 rRalsrrorth dioe&$ ed; d1lid ;Tuly 6*,'a July 25, l . 'r • is the a! tiara Of the 4 OoW4tsy, WaAhftgftn,' in volume 1984 of Doeda, ! 9Sr A hams Pile No. 3180315. q ty ,by %l1s,D. Saithers as to an undivided one -- s 'i#twr"%,. satd Cleo, C, �Whvelsr, an Exeoutvt of -the 5w ►dlt .T}sort�e, dsauaed to an undtirlded, one-hftlf s #y ut6d 4atcber 31, 19L�t1, rsoorde!! an December 1, = -f the -offiee of the Auditor of ging botmty,.'4aghington in =role•* 0314 of Deeds, Page 489, Auditor' oiie No. 3�10T080'.. �8. Titli`ebqui d by aandmIlAtion probead#ngn antitlsd "United Mels' cf ,lsidtias,. t. iaiaeat �. ]filler, Ino.,- aOFrpairatiora, et.a1✓;e- . Dooket pb W 1n the 'United States Distri.ot Cokmt, Dirislon, n*rtif 0d oopy 'of the wJud aent olt De(ilaratioan of Ta kin °� eat R Ffb 7.,. 194_1, beings reaoxded,VLraI)�'13, . gr °' ry i rte," ars A�`itoe t1i-the 1talPL bf Xjmg C41]Sity, Yiarh£ngtan, #R Felvas 19Rof Dws":, Page 453: O"d r ietuted l �y Margaret 31ardie Ca03c, dated May'15, lam' I, -- reoord•d-an :X 3l; 194'1► im- kite off'�ae of the Ax diWr of gi.Goulty, ifesh7gton, it Yu3vme i9'T.o£ 1)oe4u, Pse 331'. iLudS#or+a_ S S7 i : lld.: ji6a;t36. _ 2G- ea�►a s by k.. �b�Tcy �r.t jt_ Bret }hardy' Cook, �ttornWmn tjkp , datO4 Apri'I 25, 1141 reoorded on .Jti]n 11, *he„Aitditar. elf King CdM4, W&xhinKt*►} 1a 1CQ +. Ste: cf ,i�oitils g4 i y,Auditort* Fila- Wq -3171113, lr-� - _ -� :.� �filtilkd -� -'�+ri#1t�l�olo, dxt� iTarai�.•��r'�s �;/ Topp ei rai �Fl ::n tlis q�fio0 t s .Rud 9S Ids,' i V. itx bio lrxau� 1 gi` ' OW- A ' �-+-.. -- �.."�-•-��-�Y��.aa ws� +.q� s .i.w4 �t ..rta nuu� uw.- t_ ^3 n.�� h ; 3►r�,,'IMu18ibo�ir i� i�ls� Ig6+6a1' ileeels �i - ;;�3��er�s Pile Ifs 318060. • �� �� .. ' j■ lued =A"ted' by Phillip: Gatti and Pwonie Gatti, aM Alex ; {i i, ,April 22, 1941, reaorlmd Apw11 2h, An In 3 +� Ti:fe Of the Auditor of Kltg County, Wsehin�t� n, in of I7eedd, Pace la7, Auditors Fiie No. 1101000 D"d 49raeutsd by QC. Priak aad Jan3elPriek, dated Marow Aj.:19., reep.rded April 7r -1113i In tho off Me of fiNiia' Shcf 1f,King Coiru�y,'Muchiugton, in Volume 1.958 oa' Doodis, ! 240434i Andirons, File No, 3156576. _ t'7, Bird + cutsd by Berths M. Stoarns, dated Fabrun y 20, 1Q, ' rRa�tds l"on diZr'11 14, ].5%i7,,,in the offir.e,of the Auditor ]C G hty, wRahington, in Volume 1960 of Deeds, Pnrrr7 , --- - Jk"itares Fiji yc. 3158118. J}s, asiuti& by R:ohel lZot+s,ydeted T'abru�r Y , vb'rdoid ors.%Lroh 09, 19411 in the offioti of the Audltnr of. �--� liing'•Cognty, Mahington, It Volume 19y op Deev, , M90 IS, AndUdes rue No. 3154962. 9. Dood eyeouted by Gar1 Olson and Opel' 04son, MO r,., S chn! ind Anabe Sahulta, and Louise FsrrrinK,n; dated February `. k 1 s3, revarded on lin{ 27, IN, In As of'floe of the ,fatd or at• 1C Gautr. Inehln � tY, scion, in Volume 1973. oi' vv®dc, 2e.re Agdltorea File No, 31.67935. i]asd szScutsd byMizaboth H. Thomas: dated Mob ?C;, 19L1, renorc�e on April 11, 1941, . i.n tho o•jaa of thl And itcar nF, =* ging Couzatr-, •rhAington,' in Volume 1960 a- Skis, 'ia.Po Auditor's File Nb, 3157827, 31. Deed o"o.uted by Eugene I;, +Bhudes:,ard Luis Q Bwuder, cirefM July 10, 1941, regarded on A= gust 27, 194. it lie offla y of tka Auditor of'Eing County, Washington, it V,I,,s E"ade, , rage 101, A uM Gres 'Pile No, 3166162, 32".• DAed shouted by sthel, m, SWrretti, dated may 14, 1941; %- 64 'by -sits'fey 31, 1941, Ir. the Pf-f .cx Of th,-bid1t;or Eo County, 1ls&kiragtam, 3A "lumn X 72 c? l7t,eP�, Pare 335s P ` An itar°a -Pile -NQ $168759. R , '33. Dead iean ad, tz, Cbyr!.as A. Splx±c, ss =:sosi,ve•itV,& A s o]a Ise atf sit Casa2wrty, and Athol M. i'l R matt and stud J. ISUrTe+t, dated itmo 21,. 19(d rebor4od Amquat 15, j 1 , ,i+a the ::'flax of IN, -tudi.tor o1' thy. vounty, vws'-infton, . xn aFoXtlece�i98q of ]A.aa3e, ��ta 2�5, .4��x*esr•,+ �ii� bTt". 3'dE9��s%fi. r . aM ' tktafttoa I IRT1rr s %*a ' 4lstod - ,� is 1�a1ti�+e_ ZB of A*dlta esT1b�' :Yid, 7 * T 3 e t+ r - K Nimbi � r •c` ray+ r � } � ''i�: 4, '� .ten • _ �,. t r i'. f ti9r a _21, �:b*4 =44tid by 441ins. ,3Yt* oq*r., Johl itighard. She e_rt acid-.- -' - :� .+�� .c�.Yds�#;;ert •b�-,�idttoir--tkt`^� Gc�tjt, i�aihin�ts�n, .ir.. � _ •� v4 n .1 19 Q`'l,WOW -x 95. Wor's Fila 1ica, 3175477. Tisid otrtttd_b�e A7rthU Ea 3eatx ssn,.aetaci Feb^uery 14, ill, ' �-+-.. -- �.."�-•-��-�Y��.aa ws� +.q� s .i.w4 �t ..rta nuu� uw.- t_ ^3 n.�� h ; 3►r�,,'IMu18ibo�ir i� i�ls� Ig6+6a1' ileeels �i - ;;�3��er�s Pile Ifs 318060. • �� �� .. ' j■ lued =A"ted' by Phillip: Gatti and Pwonie Gatti, aM Alex ; {i i, ,April 22, 1941, reaorlmd Apw11 2h, An In 3 +� Ti:fe Of the Auditor of Kltg County, Wsehin�t� n, in of I7eedd, Pace la7, Auditors Fiie No. 1101000 D"d 49raeutsd by QC. Priak aad Jan3elPriek, dated Marow Aj.:19., reep.rded April 7r -1113i In tho off Me of fiNiia' Shcf 1f,King Coiru�y,'Muchiugton, in Volume 1.958 oa' Doodis, ! 240434i Andirons, File No, 3156576. _ t'7, Bird + cutsd by Berths M. Stoarns, dated Fabrun y 20, 1Q, ' rRa�tds l"on diZr'11 14, ].5%i7,,,in the offir.e,of the Auditor ]C G hty, wRahington, in Volume 1960 of Deeds, Pnrrr7 , --- - Jk"itares Fiji yc. 3158118. J}s, asiuti& by R:ohel lZot+s,ydeted T'abru�r Y , vb'rdoid ors.%Lroh 09, 19411 in the offioti of the Audltnr of. �--� liing'•Cognty, Mahington, It Volume 19y op Deev, , M90 IS, AndUdes rue No. 3154962. 9. Dood eyeouted by Gar1 Olson and Opel' 04son, MO r,., S chn! ind Anabe Sahulta, and Louise FsrrrinK,n; dated February `. k 1 s3, revarded on lin{ 27, IN, In As of'floe of the ,fatd or at• 1C Gautr. Inehln � tY, scion, in Volume 1973. oi' vv®dc, 2e.re Agdltorea File No, 31.67935. i]asd szScutsd byMizaboth H. Thomas: dated Mob ?C;, 19L1, renorc�e on April 11, 1941, . i.n tho o•jaa of thl And itcar nF, =* ging Couzatr-, •rhAington,' in Volume 1960 a- Skis, 'ia.Po Auditor's File Nb, 3157827, 31. Deed o"o.uted by Eugene I;, +Bhudes:,ard Luis Q Bwuder, cirefM July 10, 1941, regarded on A= gust 27, 194. it lie offla y of tka Auditor of'Eing County, Washington, it V,I,,s E"ade, , rage 101, A uM Gres 'Pile No, 3166162, 32".• DAed shouted by sthel, m, SWrretti, dated may 14, 1941; %- 64 'by -sits'fey 31, 1941, Ir. the Pf-f .cx Of th,-bid1t;or Eo County, 1ls&kiragtam, 3A "lumn X 72 c? l7t,eP�, Pare 335s P ` An itar°a -Pile -NQ $168759. R , '33. Dead iean ad, tz, Cbyr!.as A. Splx±c, ss =:sosi,ve•itV,& A s o]a Ise atf sit Casa2wrty, and Athol M. i'l R matt and stud J. ISUrTe+t, dated itmo 21,. 19(d rebor4od Amquat 15, j 1 , ,i+a the ::'flax of IN, -tudi.tor o1' thy. vounty, vws'-infton, . xn aFoXtlece�i98q of ]A.aa3e, ��ta 2�5, .4��x*esr•,+ �ii� bTt". 3'dE9��s%fi. r . aM ' tktafttoa I IRT1rr s %*a ' 4lstod - ,� is 1�a1ti�+e_ ZB of A*dlta esT1b�' :Yid, 7 * T 3 e t+ r - K Nimbi � r •c` ray+ r � } � ''i�: .=.k47 AN a y 1�i� ;]ICc. �� fiV { f • f� Iia, ��I F Aitod-�rabruaty.r2!4.1941, 4ettiy *nd Alex , 141. in QJ!'* 0 lid! 3161.006. i $t' .�''e �#i`�S'�►lv�. da-ti�-1�EIti4h ' irx 4�2' 199 Qf Iieada, _ sop! C r iha •imdltor of Yp'1 1g�0_ of Asecks, i'a�a-3 ► . i s dined Irobv%mae'y 24 l9111, rM-' the -.ladl.bo r of i 'Yol3aae i95i of Deeds, Pias. 153, Rill L #Sli :tSi i'.vilkd Opal Olson, ftlter L. $ahu10 '7�aa' 000s~rrs$pton; deed February 6, �r R� 2� i itt*qo .!QPf a* of the ALSdA r . f kU Volume 1971 0; .Deeds. Pag �yy �� •'C �. .. ..-..—___ �--.,—ter H'. thaws, 4atod Mata}i �b� y1GIt ,941, .Lis who 9ffias of the �Z� "0.t0,1of, iAgtome f, 4o1W. X96D of Mass Apflopp. ISM ! ii.=�i�ldsrvaad Wu. M. Sauder, 4s:ed 140i"04A AUM*, 7, ,lir: In the off too of .dt'iCixs .aotar !+ 1€ashinai , in9o1UM* 1�2 of . 1rdl;, AMEX File No. 3160S&, {'}µFs Fu 4►,� fS0* O� }ihd l%1dL'6 .T Ot F inr'' of Deadsr, Pays: 32L35r .31'68?r39;, of lr 1L yror"r Aftust 15, W'2�r4', .' t Dated *t PartlixxA, Oregox;, tbi• `. .d_a�r of , _ " 19 [Flil"i " BTA OV Cis - Hi�ffiial 2'sxat#o1d ^; 35, _Q .7y i. 1�E+#in, dieter -may 14 j1 o rga-• _. 1*Y i the J�aUiarr --if -Xins J ��!R��. [�Jf]i4.yi.. .-ia..'VclipW 1:972 ..• . ftga 4i2, apjir'__,j' a�s,�,ry Raeolver140 Jones, . . µwted Jal � T.� ! ded - .. {•� 4a the afTiee of the Auditor ai' e 1 of �- - � 3?. 17♦ ° i sr►ksd `fir: " Naeeueao, dated tbarO 25, 191.x1. rew 9*44d Toa Apr 11 9, 19� i. in the eiioe at the Auditor of s -- gi�•Aanntlr,- a*hix�5tour in Volume 1195 of Deeds, Fags �xT3W .. Amitor'fa PUB uo. 3157336. = 36. 8aed *iiVAdd by King C,outnntj, a u-nici.pa,{l corporation, W datalfl`Iusgust.l% 2y�.p r,"Orded State of-wasillintoz, . Amt 26, -1941, in the off too af. t1le Aud-itur cf. King ]r,. ftsbiIIgtens in VP].tome 1993 Of heeds, Page 430, Audit1br's Filo No, 3186545. 39 , Dead *xeaut*d by Ernest R. Burrell end 11abel G. Barra 1, dated,dpril 1, 1941, recorded on Agr11 L, 191a, in tho office Sr the Auditor of King County, 1,nahinF on. in - voluRs 1958 of De*dg•, Peg• 413, Auditor's File No. 3'15630,2 40, 'Deed executed by Vary E. Pearl, dated April 16, 1941, =a^ Qorded on Way 26, 1rx.1, i,., the orfi0e,of tho Auditor of Icing Cosuiby, litshingtoxr, ifi Volo 1971 of Deeds, Aare Auditor's File wo. 3168209. Gi• tA*04 "*cuted by M. F+. Hadborg, Stanloy ppm1ok, and 7ranros ftwlak,'dated April 16, 1941, recoreied on fi&y 22, 1. 1, i,c the office of the Auditor of King County, W"hirigton, in .. vaS,%pae 1970 of- Deed*, P&g� 216, Auditor+s File,ro. 3166933. 142. Deed execubbd by S$enjoy Kaa=&rek and Kathryn Kaor orek, dated naroh 27, A9�1,.reourAed an March 31, 10)a, it the offioe of the Atreaitor of Kin 4 county, "' ashiN-,ton, in 'Tol=e 1951 of Deeds, mage 376, Auditorle Fi.ls "o. 3155230, !t3. fife,& -executed by the ?lfaahinvton ilutaal Sevinta 3ank, dated April 2, 1911, recordod .on April 7, L%l, In the office cz - the Auditor of Xirg County, 'srae.7hiu won, in Voltnue 1958 of Iisedsl Pag4, 664,., Auditor's Fila Yo. 315£W16h Dated *t PartlixxA, Oregox;, tbi• `. .d_a�r of , _ " 19 [Flil"i " BTA OV Cis - Hi�ffiial 2'sxat#o1d } _ _ r tk .�^ � --• ase dTr i wr y x I e5. pla Ot' the Audltor0 .a r - �6d! s Pam �73, _ -P1a--elf-'lkT..'tcr'o1A `:s� i1r. apt Dr.a■, Ptx�,s 430, 5 btu�33. Aad IGaba1 C. SLtrtsll, i E_ } aoorded au'#1 4,19t,3', in the — r ,w Zug cauwty washimpoh,, in. Audltor+x 7110 4o- 3156302. Ua�?l, iirMd 'April 16, 151a, r�- f l tk d Mae -of the Avdltcr Of G. Yo a" ' 71 .of Nods, Fm -6s . 604. k .3` �♦ a��'S ! ' I;% ter± FF'�+Oba + $ i "p*j L Paw qui �` ani cf l "x6, x9 . rwidrded oa ltii P. 1,941,- In - .- at�or"`. ' d jtjj�_County,"lras�ingbon; in . sa rd d1 t3+y j*gsj m.j y1C, and E -th"n . ]fal daC argils= f : tecta on.Yscroli 31 -94f, eftoe a the �aaiii;or # CA�t�r )(@Lehii�gtort, #?i 3!6 .lwditoroa PiIa,.3(D• 3i5523b. s yi . by #•h It h a�4ea l[lttu�il s'';Sy A Hank, dAtsd 3si mss aftae at . �pr1't . , �+t'1"wo�db� an"1-'ir • 9� • !torr. oi' ding.. CQuAtY}, histo 19 _ 3°~Ln AR5 _ ., 'rte, -v gtary £'u �'i Lc ;'0 r Ort X4+1 �• _ . re5ldinF at t;n rniato ?'. COMMiealan oxn3ra ©i ra L: canevyn_.ca i WAY approved/ Y ' HB gtary £'u �'i Lc ;'0 r Ort X4+1 �• _ . re5ldinF at t;n rniato ?'. COMMiealan oxn3ra ©i ra L: canevyn_.ca i WAY approved/ HB �r - F 21. ` to _ � �n _M__. car* _ .orgu ad: s=iha:2a �r e ' u - IJrd:* iJftiRt# -oil �I gry .�. �� � - ,pal ari'ice� at B}3 �TixRa4x�t Avenue N.W. -- i - City %wftVef:•QoUwbi&- as Gfantor, arA TAS 61TYPF._5tATM. . — corporition qU`i `vf ingtan haying its pritcipa place of busljiess in the Cite► of State of Washingto6y "As &amass r D 944" .Kmnt Corporation; a corporation also organized undo,- tho JAW", of the ihoslt"9t,>f►%es^ist America, and also having its nriac?bsl office at. 811 Vermont AV*Ml . N,ll•�1� City* of Washington, District of Columbia., acgtiirod cert&ir. propeky and property rights Located in King County, Ttashington. lgWMW, pursuant to Public law No. 109, _ 79th Congress, - approved on June lo,. 194.4 I -owe P3=t Corporation was dissolved effective July 11 1945, and all of •?ti3 s1pnoti=s, pomrs, duties and author3.ty, together -with itb documents, books of account, records, assets and liabilities of everykind and nature, aero t.ran* iferrccl to Ito - `._ _ oonetrfiction Pimnce Coiparation to be performed, exercised and a&tinistcrad by ;recon-- etruation Finance CDrporatign in the same meaner and to thf� same ettnnt and es;fect r+:. if originally_vestbd in itecondtruction Finance f orporation. 'W1iZFtUB,. Reconstruction Finance' Corporation, C)r=tor herein, is the owner o;C al1', property and property rights described hereafter which were; fon&crly or,,neli by Defense Plant Gorporation. :..-. NOW, `$?ERMU, .Reconstr e-LIon Finance Corporation for and in consideration of ten dollars (W.OD) and other valuable• consideration " hand pcid, rec ea.pt of which :Es hereby acknowledged,..cCFz��reys,. transfera and quit claims to Grantee &LL riz?I%t; title and interest in and to (A) 5.4 miles, more or less, of double circuit at. al:.*v ..4iectr3c`;O"r trMiamia9i031 l fig.. 1r Iaileay moxa _or Leser, o jingle Gi3;3uit tte►e] totter electric porror tram mIsalun line and (C) certain proper-ty ,w— quirO&;by +cantor under 'd"ds and aonva3MMBas located in K14c; C¢unty, F�shLngton, al?x'R-pe�i�7ai�1'I�, c�#eSsfil.t�t3 as iCutSra 3 A ,:$aid. 5A miles . of deubio oJiv It .t amission 11-m. s ds_a.outh egoxwla t,+r] "ts+vw .X antsy �a traneffim Rion liirte: tofu • S' l - '.'deo# as 33; *W'WJAp 24 WQrthL IMW 5. est, lr. X•a to .No..31 rialin iiia.. amth &Mtbu . 24OLin .look 4 Roman View, , littARa, al,#tibaviticaa is tai. Ili at--ftctl m 19f Toinobip 23 , - � •, � � bas - { . t L 4+ .''{ ti� _"�Sw......iL..-..:�g�.. i.- .mow. _... - i• s-! R- - 7-7 i Be Said 1.%miles -r�;. a ngls..cixcuii tre�u i ioas ane axtraxxs.r_ 3Aexxy Iron aaid. t ►vz �(a, 31 to [ 3taais tr8rsmis4iion line trnr dil - r B],aC1c =s Sarlit gton Antes TraM a aubaxvision in the Mian 13, 'Manship 23 York, Ringo 4 fit, W.I., ass we ?o0ate - • h •S`etion %WnBld 23 P[raxth, :iianAx l; last, &A. This cowlyaQ0e ciudea 9 single of calt rotl0d {ype Mars, three jonduttwv Q AN copper equlS.vMnt, with 16-0sulator :anit Unsv nsic= askerMiev 0-•iasu3A'torunit fr'� ple s'tr#.' Qbhe deadand as 00s gnd Amos and the cpnduolo znd j;zf:pern at tufar B2p i is +, Certain pwa a$tiCG.LI*E#Ci�'�". a �:iS1.tO' i:Ador -1:.1.2 6.sedl3 <::.... CG?Y•-;'.:�I=va�� to wit.2 bled i) ti'4 Bconotr;cQUj,1?.:nwe :-oi"pora-Y on o La Y'F*!�•� :;:L3.0".. coff. jfr'J_,1T' porAti.on dated FebT.uar 24, 1945, v•: wordei on LLai4.`•.= 50 :./45, in ✓ the office of the Auditor of King County, '� ashiAgtga�, - won.,; 2315 cf Deeds, raga 591, AU t_ WO _. _, M no, 3452660 2. Used executed by A l r .H A� M, y. :Sw �Z�,K Anna C. ��_._�`Y� �� - yt'�ii� ... _ Garporm= On on Au LISt 140 1943 wanders an August 8, 1943,, in the Office of the Auditor of !U7,i", Cotun,y, r _obingion, : r 1.'C larn 2155 ,i. Haat': sxacutwl- by '10}us Fa zilytdor Uc SepteMber 25, 194?, v'1,CDT%Afk;1 ?t?, 1943, _=A - u o--__.- ... the Auditor of King County,;` ,uhl.ngtun in Volmix 2166 ; Fie 310, Auditor.'m FIS do. MORr ,, (Trnot No, ... 4e. Dead exacutnel. 17J ��f�it :t€'PS'l,"CL <3 -. .7't!.'.._ }r_`e: ,.'G ''i-" Cornorat'ioIl on u,";,u;t 16, 3S43, vec41xwod on sx1;i:Gt 28, ......:.in the HMO M Uln AndMor of iC',s: 2155 of Deady page 7&, A Q , i�.is . _, 3300 �.J. 5. Deed exapte-i b, i'yle3 a Mant .fIrpor ation on di:k .-rF .. 3,TDCO[z'GI.l3C in M Who m.- �:i, e ltludit, o.. ii�.s'3�" {.^;.L"'ty ' 115 "_•... to 3•t%)6 �zS.�rrl. _� 2186 of Beads y4ge 454, djt,,, Q, 4 b<: r��t7C �XF.Cl;�:'`n.,.7 rFCI]T �Sj:ll��r�,r;.}•,C I.•�.�'};-�;4' 3 - . �. l -..y : r • r;; - Li r.lO 'Y �1�•a,-�.4G>> �.raCoxY3eCi onOt r uc:� 19,; .3c1�. ,', ..., y � Me e enc,: for I -.i :snnn' Cuwxiy, "r V�. .9 hk�I(1 `_$•03:'I:a ilia Y:o� .iff 0598`. t'.., ...'.t .'D, i Q_ ' i. Dead exc:cu't.E � :0yinn dei awfn �r , ,� '� r_ie � c, „ns? ;.gni:`:! �. ,_ � . .'_�5s.._., :conn aii!iifC2 sen and .Hellas JG can i.: �7`it:!l �;�-c11 �C -qua 1 -T l fl �' 'r ' Amtmr r I _6 •3i7�'. 023 tioV 1. iso ^eordac pit Jf r 1 < 2 )4 Lhe- a;,u`3,i-L,i7:i of SY `,i: " -E L'sr� 1d.. iii r r 1n i. luin 23,1 747, it lu IM 3312708, (tract No, uS.1y S. owed imauteR bi coot wall a 4-,: %; =Td 22 - " ? .F"�'!•o+�-j :_ i .. jjY Tna Lwan-6or uaaer -L�ne seeds. am conveyances -;-; •, ki.'� 960on$tr}ctiori 'F'ii an a Corporation td Defer sa- Plant Com � porgy` datfid "Fbias*p tri 394, racoxded on March 6,' 1945, in 'Eha Ot 16f t 0 At dite.'of ]Ging County„ Waahington, Jr. Volum 2335 n ds, :PW 5Ws Afaditor' a FUA Ho. 3452664. •ffd fluted bp*.,J. Bu�rnsy and Anna G. Bu rneg to Defense plant ".�t 14, ,1943, reoordad on Auguet 18, 1943, in .the' the'Aud D of zing County, Waahington, n Volume 235,6 4y Plilj{pl. '%1, Auditvrta File.Noa 333o054i �TC80t No..kD$ fM.s wed Join F. SaYder to Defense Flant Corporation an d ' � 3j reaoxded September --;.$, 1943, in 't}34 Office of aD B Bounty, Washington, in Volume 21b6 of Deeds. AI�iUr's F11e No. -3338710. (Tract No �-- iR�l ix10 tl I+y7e Heid grid 3sdie iEe+ritt to iJefense4 Plant rix 74 'Dn 'A"mat 1.6 � 1943 recardsd on A r , ugu�t 18, 1.943',9 trr 3 > 6f'tha Aaditor of Icing County, Washington, :ill Volume 'of �r r Dem, page 75, Auditor l e Fiis No. 3330053. (Tract No. Y - yrW1 Hewitt Sadie LI w e .:. -u _^"by Lyle W • H ewttt to D 3fe1-Loe t ,ratiOn. on August 31, 1943, recorded on Dece'mbarl lo, -1943,. tire, 0 ae of the Auditor of King County, Washington;- in Valume 2x8E+ of D+beds, pegs_ 454,.. Auditors .Rile.-No„ 3353940, act 6. D"l Bd exee�utbd,..'!7y fish William-to to r3'.. �i+ae'.Lttt forporatios a!3 '3ridoidaci - OGtC r I Ciy 1943; on drtOb91` 19, -1943,' in the office df t 'Aud�tgr of King County; Washington, 3n Volume 2173 of Deeds- p�BtLL �_Atadi r+� T1s;No. 3342598. (Tract.No. iia 4. 7. Beed executed by Joeephfm Senn, Msrle Sbnl� Heath, Iona Senn MMIltan, Ursula S. SOM, Iarsia W. Senn, Herbert E. Senn, Lydia Senn ftwzcrx and N@13AS Jo Sean _.._- White to.A0;(&fla Plant..Cprpore##on on liovsadMM 144 19431 ° recordod January 26, '1944, '.in the effioe . of t}ie Auditor of King CauOty, IV'Lbhington, in Volume 2197 of-Aaada­ Page 747, Auditorav File No. 332708. (Tract g. Used eouted bye .V! ;�- " . �" ,&1=cn -.aud .Ava dohrAson to Defense Plsnt Caiparstion on Janpary 5, 1944p: recorded on Janizary 224 , :1944, do t- sG office of the Auditor of Kim Qountg., Yfaahington, in Volura� 496'af' Desch, gags 432, AUditor'A Ff3e No, 3351857. (Tract No. *#1 _ k. M - ' ` - V/CZ1� � F �� �.'�, A1lditoi• � !! iF13� NG. ��.B:i?. _. - - _ __ . 30. Dead end 1w. 2q, 1 .7. 53At� and jjim 3s. �ta3` t0 Ds�e�e itlOn OEC 'bw 1!9, lm:, reoerded,on Sopteabor to, `iR offs+ of tb* Anfttor-*f County., Aasbinomn, in Y03900 f"*, page 187, kaditer+e MI .I@ Iia, 5538784. 4 31. DPm&:*3jMa *ed by field Theodore Walsworth to Deferme dant, Cox-por-, a _ SJCLan C.a bWat .510 0#6; remanded on $"wnabor 14, 1942 in ii:e oMee -of the 'Av&Ur of King CoonV, Waahington, in Volum 2162 a Do*&, pasoos, AnditorlA-_mo'o. Bssi i?, (Trsact ciao - - ?;. _ 12. DW uUd by Doorgr S. Sobwartz srid Lorraine Sohw*rtm -ro Wen" Punt OmTomtdon on SeptarZer h, 194,5' , rocor ed an ber 14, IM in the oMov of the Auditor of King Caau?Ly, l'Fasa:�:zgLv �, in Volvan Vft of Deeds, " eO, kudtitor's cella No, 335505„ (Traci so. m'u). 15. D"d gxmgIt'b3 b7r J. T. fugitt to De Same FIwTt vi3rg£rat,.on on l wbabRr 10) 1946, recorded on 3rptwebor 75, 190 in the ciliae c ' Vw banter of 'King Couniq, Washington, in Ve-ILme 21655 of pev "S, Aziditarvo n1e Hn� 3M5?591, (Tr -act Nn. PS -19)„ - U. Davd: am oatod 'tom `• oury- J. Ift3limme and Flizabeth Mary WLJI'rmm, e;G Dof ones fUnt 0orpa9 aV,ori on U;Aember 1,'1943, recorded on - Seoeober 16, IM in the office of the Audita^ of t -IF Caun€;.y, Washington in Vo Ivne 2163 oS Mads, i-evo ;575, F.:sdi tor's E" Ir � ,o, 75. t{ M5557Tract Mo. 178-•24). 15. Deed ecx*MW by ftbort D. Slater ud Marguerite Slater to Defense. Plont. Corporation on October 11, 19d,.S° , c�(:Ox led or, 3.5, 1943, in tow office of the Auditor of Ying oo=ty. In Volume 2170 of Deeds, page %95. Auditcwl t l"iiq No, �3�!�3�•1y,: (frAab .No. 16, Dowd axacuted by In lu Beavers to Defense Plant Corpmrau,.on eta 5ept4mber-28, 3.913, recorded on NoTembrr 2A, MW53 in the off l_oL cy the. JUator of King ConmlW, Ikohington, i.n Volmw £1132 0l'_ laeci�,, .Page 260, Amutor a Pl1e i4o. 335o5S9, e7?ra(`t No. D524). 17. Deed exeauted by in 1:z %eaywa to NfvmII'4o �.iAr t ':ex��'� ,=. r; • c;> Soptember IS, 1945, rtaor6d s n Novacor 22, 1543 in the aftiec; c:_' Uw Auditor- sk£ Ai=g. Gmrty, ifsat'Amtor', in TTolurla 2!1011 of ^ <;: lye _ . ..__-• . mita.--�Tran�h NO. r5 7. D&md sxaamted by Bensr'it, A. Good, Tiwlair- _X)mS"--Rafidolph, -9 -Waoten and Dere no Wooten to Defy if Ccrpwatim ors a stn t5,-1943; rFr-NrdOCI _ }u VAt 1.4eA i!' $hm QMOO of. t:lw Auditor of Irdng Gouii-k-, 3Tae3,t �t m, is Jc urai� 21 QI'Dv'Ods, twga 21% At»dIVrr''.; !J.lr ;u3, ;425t#rmi . (as .ryt .yrZ, T @d'""vtwd.'m7 udted SUt�as or kW -4 aldttuy 'ta Defews rl m_ GMTprattar. umt�-5. K'ovember S' 1943; -LV•-• ice. Deawbsr : ,. X9" i -n the africs. of j? ' AU4ft t;M Of K S r 'in Value• M6 of Deeds, page 52.9' lcu'Litort� Bad•b k Tr Tree' a*A i�ar]s�r�n t,-, Daeelbor_WA PI Gbssr'aetdxs dataif 00e.2O, .rota s 'fin the ds al a �acii told, �f , C ges�i�, . Fring _ 'M�Ai�4r:' a '.413•, oda; . IoM --•'� �—.,——._..-. .R.� —� �...» Fri �Y»� _____ _—. — _ �ir 1�D _. 10i *-Q*O2 i•' Satan rad Ira X. MAteL VO Defame - tr 1Mel x8, 194EC, rf *M d d ..M aipt"ber 50, . a W► Dior o{ E Cei►�g3a. in " �L. ,'Iiia .Jw, Aufttorfa Mls Mo. 553 13. * NOW ThoodernIftlowortb to Diefenae Plant torpor f _ aiiktf 1711; MM�i:.Si Did, reaOrded on S"ember 14, 1945 in the 4 4f tf1� L6 of ftt* Caur V %ahington, in Volume 2162 of - 11t. 33st�naa FJimt w - - _ft&sse ft*0" 0*pvration on September 4, 1945, reoorded on Septem- ed i.f1 a 411'' 4C Ila - 16. Dead exna ted by Iu In Beavers to Defense FLant Corporati an on September26, ILLS, reoerded-on Novearber 24 1W in they offi.oe of the., iadi.lior . o , Xing: Co=W, Vwbington, ins Vokms P-182 of Daeds, page Atkd-itar+s Me No. 35505Wo. (Tract No. D9.24). 17. Deed .wsaeetsd tgLu lu Bea'rara to Defense Punt corporation on September -V% 1943, raped da *wdaber 22, 1948 in the office of tine Audi tor. of a% Oounv, bash , in Volurde 2181 of Deedq, le. I7s�d *?m, mted by- .Denerin A- Good, Itolais- 11f.Dynon, .Lanae ani. W..son, _ _._..._ fisd-w 1�ootan arid-1eite Xo4ten to Defence Plant �g4w— ticen-On 35s 3 ; x^�ac�d6d est �Joto7aor B, 1945 i the'v'f:eer of *1W Amd3tcr of ming untT,. Wosh£rsgton, in Volume an OfID"do X74 Auditor =a nle HP. 3540". (T=at Pilo. - 1�. , E..a ' # :1i0► *"Qd. Al "sd . or *DevioA, Farm seorobei� lief rtl s- -lW- PDOMM IPZM tC COr Paa"a,U= dated Norte»r B, 3944 - re- `lsie c $9�. iQ44 im 14r3 of 4bg4aftlier of ?.a �`�lvsw,�b� A. , 4$ dd 0#0"*d }q• -e��bb T• 0, asld• rart#don: d4ted. taer :�o, . -i 1a 4trr • fir= a ,teE trvr air alai rs .�_ �S +i�► iesrids s# U � � s c _. 10i *-Q*O2 i•' Satan rad Ira X. MAteL VO Defame - tr 1Mel x8, 194EC, rf *M d d ..M aipt"ber 50, . a W► Dior o{ E Cei►�g3a. in " ,'Iiia .Jw, Aufttorfa Mls Mo. 553 13. * NOW ThoodernIftlowortb to Diefenae Plant torpor f _ aiiktf 1711; MM�i:.Si Did, reaOrded on S"ember 14, 1945 in the 4 4f tf1� L6 of ftt* Caur V %ahington, in Volume 2162 of - 11t. Dii1t1 d : i�pxZa* �. Sabwarts and 7-arraine 5att*arts to .�- _ft&sse ft*0" 0*pvration on September 4, 1945, reoorded on Septem- ber Us 1M. in the offloe of the Auditor of King County, Washington, n voli�moa,'a Cc Dews, page 430, Awkitor'a File Nov 5535065, . rind: qOA by J'. T. Ltt to Defense I C�oration on SiL'392 1M, raaard*d on %ptamber 26, 1945 in the orripe of go 4 ,%ir v Min,OavuTWO Wkm rtngton, in Volume 2165 of Deeds, . pryfr ;X45, Audi W r (s n10 Hot 3331591» (Tract No. DS -19). 1.4 1A sgp�O M d by B007 J. IMIUms and Elisabeth M"7 M11jame to Drf�gslf;' 3n1i- . tion on Sopte*er 1, 1W, recorded on ' ,: the office pf the Auditor of King Ocunt3', = l�fkibLl 1 in' V'o1voo 21.53 of Deeds, page 575, Auditor's File Pio. E36M77li... �Yrraat IW: D�-2q). U. Deed SMOMrkd by ftbert D. 31a#ar and Uarporite E. Slater to Defefte.lJAni CMTS ration on October 1.1, IM, recorded on Qotobter 1 , I943,` in the offl.oe' of .tire Auditor of king Cxmty, Washington, in Vol=* 2170 of Deeds, pago 295, Auditor's File No. 554U48. trriat ,No.' De -21). 16. Dead exna ted by Iu In Beavers to Defense FLant Corporati an on September26, ILLS, reoerded-on Novearber 24 1W in they offi.oe of the., iadi.lior . o , Xing: Co=W, Vwbington, ins Vokms P-182 of Daeds, page Atkd-itar+s Me No. 35505Wo. (Tract No. D9.24). 17. Deed .wsaeetsd tgLu lu Bea'rara to Defense Punt corporation on September -V% 1943, raped da *wdaber 22, 1948 in the office of tine Audi tor. of a% Oounv, bash , in Volurde 2181 of Deedq, le. I7s�d *?m, mted by- .Denerin A- Good, Itolais- 11f.Dynon, .Lanae ani. W..son, _ _._..._ fisd-w 1�ootan arid-1eite Xo4ten to Defence Plant �g4w— ticen-On 35s 3 ; x^�ac�d6d est �Joto7aor B, 1945 i the'v'f:eer of *1W Amd3tcr of ming untT,. Wosh£rsgton, in Volume an OfID"do X74 Auditor =a nle HP. 3540". (T=at Pilo. - 1�. , E..a ' # :1i0► *"Qd. Al "sd . or *DevioA, Farm seorobei� lief rtl s- -lW- PDOMM IPZM tC COr Paa"a,U= dated Norte»r B, 3944 - re- `lsie c $9�. iQ44 im 14r3 of 4bg4aftlier of ?.a �`�lvsw,�b� A. , 4$ dd 0#0"*d }q• -e��bb T• 0, asld• rart#don: d4ted. taer :�o, . -i 1a 4trr • fir= a ,teE trvr air alai rs .�_ �S +i�► iesrids s# U � � s c LOr Deed executed. t AFib Qrgatj-cu to Defcrse F�-n% c0tvOra". en n _�1r lai r ?A�_�9L�r a�xdcai vta. `- -IM t the , rrfr<;� ,c tkMeziw at lCrg Coaniv, "Jteskl?n$t:o7, in _Vo2um 2155 c e2W, �itor's File No {int =c,, f 8?a I214 Doe amse"od by Ancil larny Parsley and 'Ii imKeti iarJ� u, ' _ Jaayia �o.aads��--�a3�-�naa-'�'S.t�G �o¢�ays�a�or c.. - -•5-- SmPtowbor 7, 1943] raoc dsd' Sbpta bar .14, 1945 in the e_Y i ow of iha Auditw of King .. ount r, ifashigoon, n Volume 'x.182 o , pod+ 4s7, Auditorle Film Nee 353506$. f r13ct No,. T)43.-..50. ' 224t Dead ' executed by Harry E. SchoUart aril Bary Sz,xG l }.t � `so Plan CarpomtIonon kDrIl 20, 1944, reewded ,hzno 1, :i.94r: J afftow at tale'Audit r of x3ng GoanV, 111rashingtrGri.., In Vi2.i.SUYK "'1'23". a Nods, pop 568, Auditor Is Mo No. 33817 -5, f7sct No 2�S.• head aneented �„, .. "J Il417l, E. 1i0l!l1a79 1RTld Irown M. C41T'.c.11 t0 13EJrF:::;q FUnt Ciorp*ra ion an Seotamber 0, 19t= , rt?C;oa_dt3_ ok; 194'5 in the office a the Auditcw Pf Ki .s" Count-:'; Volume 2162 of Deede, mwt 426, Aw! .toz .- F2je wo« TTiat No. D513). 24.' Dw exaouted icy 7Ws Klt= €'o1T an and Piz Plant Corporation cri Sopten b r C, '194-1s I'Oc `rdt?d ln7 j 1945'in the of'fica of thq AutUtor of K-�rgc Cfwrtby, �,x�itnE�or• �.- Volueyr 2162 of D"da, rR,gu 424 25. Dead executed by'xf.l to iitugwal_; 'irad IN-J_ia ..:i Pant Gorppration on September 13, 3.4ib in till *Mae of tam Audl_vnr of Xing couriLT, Volume 2163 of Nod,&, rage 397, AuffitorO ; _3.t; Ila, 3'." .R910L (Mract No. 5). 2r. heed eXeaUtefl by Dougherty, .k dttx to 3=t3ienre _".jan c`.arl;c. September 7, 1943, recazrtWcd on Geptwe ibar � �, �5?"3 'rt to Auatior Qf Ung O,O'unt , %I uhiI3gtc-n, in Voll-iLT➢ a6k rf' Image 428, Auditoria n a No. 3335064. (`.__xa ct .•,). Ils-n).. .' . 27. Dead oiecuted by Frances J. chatldle- tv G' on 3epter-ber 9, I-48, recordod on Octc'j,sr 20, ),)4,in �.k� •,:f'ii.c':;i the Auditor of King GourrLy, r'yaslz�r>g+.,s�n 'i;; Vo1y*,� Page 4k, Audi for os role i4o, 384284a. ' T1s Nod ayAc4ute4 Df't�fi�.t3+2 3 r Ti1:73dEa.1i-irSr.'1. 2�9y'y.". il.',?:i.l;��. '.�1TI Oma.. ��•� _ Salo and P.14peytrh R.S1}I0}-ay . 7 '1'.E:.0 y�q ;i'.�r ? z- fw L.I. __- Bank -and Ram !\. -Far i'831. R3 -t --st£;ez; ff?3+ 'r3ri:a.Cl7Fa1"7.'i3llt, 5 - ~. . mrd acid Eatbar B. Bird, ATKI ',rLW,_e%o]f7 C-6ls C111b, F"a) r)a'_'G13..f. . Corporation 4rY Ala IIet 17:, 1,94�S3 > ?,4c:O7"r3 5- t , W 4"r Office Of the Auf.for n. Ung Gm'?It_v, t.z?'3';1�i.��„of TJe,1ds, page '75-41 and ir-S-��L2„ Dead exea'p,tw rl-fita1S2K.➢h : 7#iand €,-rF'q ,`4 tali - "- .y{Fa�Ant Co2'F1gruilon on Anuti 2$1 "TP.F-5' i'�C:?"•_s'� �-Bkiii6J :+elf _k=%9.: ',i�44Z in the # fiC@ ar t71ry AaldItt Y :;,f Volume 2192 of DW;s, page 4,32, A.o„ f (Tr+at Ido.°iO8 M. _ EQ. r Dead exaoatdd XLftnaa� Ria ;#irar f.c;Ia �crs t;q e I��wir3 ,. a rim z �� Pte! '-1 an Aztw {' 7.`3,, f.84K 3r4l6:in tj�e'a:ff'l.ce as tl�s �z�it� of �5 Girt 1Iiva�.r 5 ... x, ti-' Lalt'wt---�;;OA). VOL 90, D"d amolmtad bgr-lido Omstjan. to 06fenee F1atiV Corporation as in thir Office of i t}r a[ xtt x Countv, wasb-fngton, . in Vole M9 of r jjds-, P '4 M, Auditor's 71le No. 335&456. (Tract go. DS-N^3; . 21r. D0414 executed by Ancil TAroy Parsley and liantietta Tone Nrs Icy, Jades 1C - � �arpoxa�igre Qzi , ftpWmber 7, 1M: " recc*ded %pt*xbar 14,, 1946 in the office of for Audita_r of Xinia -Oo=W, Washington, in volume i-1621 of bads, pare- 457, ,2ditorle Mile, %. '3555060. (Tract No. DS-50). 22. Deed exeonted by Harry`8. 8chellert and %ry 3chall.ert to ? stem plznt:Corporation .on April 20, 1944, recorded Jens 1, 1944 in the - odt'1 of Jh4V Andi�cr oS King Count{, WasUnigton, in Volum 2234 .r of : poods, page W, Allator ra 'lie No. 339113J5. (ii'ac t No. D$-1�1. 1 - a :•' -,. 25..: Doed 4X&ODUdE' by FkUl . Colman and I,erxa 11. Coban to Dafun3Q F'J&u*b Corporation on September 8, 1945, recorded on Soptombar 1, 1943 in the affice of the.Auditor of King Caun-V, Washing oz,,in Volume 21M of Deeda, page. 426, Aud ;tor rs yije Ida. :,:i35O65. Tmc4 No. A"3) . 24. Dwd exevut*d by L"m Knox Colnwn and Paul X. Colman to Plant Cor poration .cu 3eptenber ©, 194,15, rocorded on SolAork;-) 7.= ; 1943 in the ofiloe of the Auditor of King County, vraahirtgton, :r. 703mis 2109 of bbeds, page 424, ,Auditor's File No,. ',355062, ,Trsot Wo. 25. Dosed exaou.ted by,M12lia Fitzgerald and Della 10itsvoral:3 to Flant Corporation on September 15, 1943, rocordad xi scpvcsr�_ ,, 15 l LE..in ths, office of the Asaditor at King Coun- , _aaattirigton, Voltd 2x83 of Deeds, pI.ge 397, Auditor;s File No.; 3335794, (Tract No. DS-35). 26. Lined emeofted by Dougherty 3mdth to Defense plant Corpar„t� September” 7, 3.945, racarded on September 14, 1923 in ti-E, o1.• the And:Ltor of King County, WazhLngton, isi Volume 2162 �f !} r3 -~ page 428, Audi'tor'e A3.e �Ta. 53'SSQ£r4. (TraoL No. Dszo), 27.. Deed executed by Frances J. Chandler to. Defsneii t'jant On September 9, 1945, recorded on October 20, 1_9$3 in the offtc" o`- the -the Auditor of King County, WAebi igto", an ❑oluT,-A 2172 of Dn ads,; neige 49`4, Auditory.3 Zile No. 5342845. ( Tract x'10. DsP_Z, . 2$. Dead executed b` J0.3OP14 H. '.Dtrldo)s and Deryl K,iid"h Dundor?y 38 o and Elspeth R. Sa-lo,* Xxw X. yarre.11, Seattln�AYrs= P1Gia.urla7. B=&-"and Rat* R; P'arriai�� tr�tdea far" i urian Faxre]I, A. - Bird inn. Esthsr-B. Bird,—and vapleffood t'Ynlf 0.11kb2 to Defnrse Pfar:': Corporeitioq -on August 17, 1943, ai�corlei on t,a:gkj::t 28, 1945 �n tt office of the Auditor a€ Kinig { ount?r, Washington, in V01%,re 21 ? - of Deeds, Page 488, Auditor in TI!Ei No, 33a2F14_ ('�,ctiE ::0 7 DB- 4a, and DS-42. } _ 29. Deet+ wilted �y j. j .��-�S,�S• --andleo ran, and Flank .% Tam n snd $ybl.e TonkLn tc DefoJine Paint Corpamt'ion an August 28, IM, recordOd c'.3 he September 14 1n tafYice of the. of King County,, �sahibgtorsr Volaw 2162 *f Delldas pa9* 'fit, AgUtor'O MO No. S33506e., (7Ss Noe. �h►3tar - • Multi. #'lOp 611 aguit 16, 1943, rvoOrded an kug"t 'Le" In t--a�Oe 6f tba, Audit., a K#rtg Cau►3t�, Ag"nF,-in T�...page * kidd.tow File 1a. 143541. _ k � - ww,IrTPwL i,, jYl'N�`a t�i.v"a3iu i�e,karP114r�r .air, sO-w i � �titi�tw of.:lfi M-ODtiMV, »astdr ton, Vn1+rae X162 AS Deeds, € 457, Aurl twto ">ril. lie. 3335W$. (Tracts go. D340). a' Deed exe�t4d by'Harry .E. Sohellart and 11ary Schellert to Defen36 F1 pf Cot"*tjbO on April'20, 1.8°!4, recorded June 1, 1944 in the deft" o is'AwUtor 'aS King County, Waahington, in Volume 2234 6W,'AndiWIs File No. 339111_5. (Tract No. DS -33). t pW s;iw _by fte & Coli+ n. and IAtsa It. Co]XAM to Dete" q Balli Cosa ri#f 4n on September 8, 1945, recorded on September 14, 2.4 .t]'3 iba oftioe of tbe. Auditor of King County, W*zhin(;t4n,' it) Fd7ta 2- of Deede, page 426, Auditor's File Na. 35,- �:.may- 244 Dood Otaoted by IaW rim Coltyan and Paul E. Co3man to Defenss PIaM Carporatioa tin "iabqr 8, 2945, recorded on Septemhq: 1q, IQM in `the office of *he Anditor .uf King County, Washington, j_i, - Fallwii210 'os{ 1l da, poge 424, auditor's File No. 5335062.. I .T` tbait No. W-54). 25.' pMd a=cutad hy'11ill.is F"itsgwald and DAIia Fitzgerald to DSfonva ll�ai {.`os'parwtian on September 13, 194'5, recorded on September 16, 1f i .tom office of the Auditor of -King CounV, Washington, in V010M M3 of DO 43, Page '597, Auditor's ale No. 5355794. 'Dreot No: 26.: Deed tmeecuted by Daugherty &4th to Dafense Plant Corporation crs SeF bei' ?, 1045, .re corded on Septerber 14, i-943 in the office of the AuditoL�'af K4 fig Ccunt4v, washington, in Volume 2162 of Deod-i; - .. page 428, Audiiorla Pile No. 5535064. (Tract No. D&-36). 27. Deed executed.by Frances d. CfAndler to Defense Plant Corporati n on S"ftibar 9, 1945, raoorded on October 20, 1943 in the of1`3.o� :}f the Auditor cf King County, Washington, in Volume ?172 oA Do, page 484, ae itorrs Fkls No. 3542845_ (Tract No. DS..58). exatated -by Joseph R. ?}linden and Beryl Keith punden, Hent.y -L7. 8837 and Elapeth R. Salo,-RO_" K. Phrrell., &satt7&=FSrst Liativaal Baatr d R et A: Far I a �rtia#aes for Ierian Faxi ell, A. F. Bird and Esiber:B Biird'nd Mkjpl.ewood +3o1f Club, to Defense M -ant. Co poraldoa on Au�;t'17, 1943, rmcorted on August 28, 1945 in the _r office of the AnEitor of Ia-M County, r4shington, in Volume 2158 of Deeds, page 488, Auditorrs n1e No. 3332314. (111—to Nos. DS -.,k!3, D&441 and. D.9-42.) �. 29. Dead exomted by J. ,jt Bi, r_spa_ M, S � �. �. Buxton and oqd Punk J. Te*3.n and Aybls ToFdd, to Defense FI*t Corps ration on August", 1945; recorded otx Saptembsr 14, 4ili isx th. o#iea of the,&uaijor of Eing Cum Ws ftsbihgton, its - 14UP 2M of DWas PSJP M, Auditor's FLU No. ,3355068. F � F. Ston s� zdw�a B. MMMton to not � .�gt�ti �, 1845, reooardad on a.0 18, 3sti ictal �!'���iyyo,,r��,,.��ofthe, A�3rd+3.*w af. ".0 �. 1 — y '! r�ie No. i350141. 1911 '�#, 'toDatenea Plant Etorpbirett# ion as $etit ea~ _1"S 'ilk ai' ' gi: the on , in'Volum 23 ' of i)eed ;page } " *or ?i1a iso.' S34QJi0E� tTraot No. DO -4M). Dowd* ihur3..r, Robert .W.. Kim and Bexni,oe L.- Kane io- 3i C+vpwaldon . on Auguei 2'l., 194'x, recorded on tbi -afiee of the duditar of ting gaurV, Waeh- i a -id tiM of Doeds, Page 201'' Auditors Pyle No.. -(.7zct No. Do-".) 5E. �IRd fd 1�'i�'7r d. Bryant and. Jane C. Bryant, and Jennie S. 'Md 1'jwt : Ca Wtktf on on Angat 311 1945, recorded on &p1e0ow 7,' I the offted of the Auditor Iaf sift OD=ty, %obl* Hca. Am 'P4me $lith? of Deeds, page 452, Auditor's vile Tic. $46. VMd,.*d. t�/ '�'n BWraftwnt CcnpwW, a Dela rare oaep4aldon�is Drfanre pJatirrO Corporation on October 7, 1944, re= oasdid...on Nq►i*er 246 1944 in the office of the Auditor of iSirag Od%M1or�, in Volume 2286 of Detds, page M13, AucWtor's ftI* 1ko (Tract *o. DS -47.). 35. Deed oemted bV Brw*po G�*4wia to Defense F,iant Corporation on MLrA* 91, IOU.% recorded on Wroh 144 19" in the off loo a the A for of King C=Av, vawd on, in volume. 2210 of Deo¢s, Ingo 470, AtAitor'e File No., 337Z91y . (Tract No. DB -53.) Dowd ox6mAod t7 Art Gmgoria and Mary Gregaris to Defense 7lan0 Corpamtion on *rch 13, 1948, reoorded on March 15, 194+4 1n the office of the bzditor of King County, Q"hi,ngton, in Volume 2221 off" Deade, page 57, Aaaditor1a P11" No. 537.5167. (,Tract No. DS -51). 57: 'Beed Vmouted by John Y`raocaro to Defense Plant Corporation oz: „"u_n,5 - 1.5, lIa", recorded on June 14, 1944 in the office of the Auditor of King Coamiy, Aaahinglson, in Volume. 225S of Deedis, Page 3.2, Auat.orT ; Filo ft. 3384475. -(Tract No. DS -52.) 59. Deed .executed by Ben B. bohl and,9*81yn Ike Dahl to Defense Plant; Corpokiti:on .on J'amasy 28, 1944,.racordad on February 2, 1944 in the "office of the juditor of King County, Wwhington, in i7olar a 211. of Deeda, page 466, Audits *s File No. 5564196. 39. Dead eXeanted L7 JAno Aszola and Zafira Azadla,,Angelo Brads and Wry Breda, a -id Curtin C, L hdiseth-and Jere M. Zindseth to Imfonj;: Plant CorpDxatiom on Jammry )2, 1944, reourde 3 on,jaavrAW 18, 1.344 In tbo office of thn Auditor of Kjng County, lfaahtngton, in Volm-na 2195 of Deeds, page '546, Auditor's Fl? a No. 3360977. (Tract Xo., 40. Deed o"cuted by Arttrrsr° G. Sxast 47 and Elise Jane Raway to Defeanc;a Wit- Corpoariti.on on Yebruax.�-16* 1844, recorded are. Febr=ry 19, 194 in i6-off.ue '8f the Auditor -of XLne -Counter, t["10_ngton, in _.'_ Ccdinier 22134 ret S)sods#-pege.74--Astae!7,-�4crtn File Do. 3387797. fTraat No. D6-•54:) 41. Deed eaa40ee6. br HarbW 0. UvAorig end fiery. 0. 1"bers to Pufanse t ArA C6tTpoasatio0' an J&gmrf Z 1944, re oorW on Janvsry 21, 19" 10. 1b -&_o -W- -fie- J mft.* P QC • MW: 00"t r, lie oan0m;. 1701-M" :X157 'tne�. , 3, A ctor; els 11o. 5x.,828 4� (Tract No. } 1911 '�#, 'toDatenea Plant Etorpbirett# ion as $etit ea~ _1"S 'ilk ai' ' gi: the on , in'Volum 23 ' of i)eed ;page } " *or ?i1a iso.' S34QJi0E� tTraot No. DO -4M). Dowd* ihur3..r, Robert .W.. Kim and Bexni,oe L.- Kane io- 3i C+vpwaldon . on Auguei 2'l., 194'x, recorded on tbi -afiee of the duditar of ting gaurV, Waeh- i a -id tiM of Doeds, Page 201'' Auditors Pyle No.. -(.7zct No. Do-".) 5E. �IRd fd 1�'i�'7r d. Bryant and. Jane C. Bryant, and Jennie S. 'Md 1'jwt : Ca Wtktf on on Angat 311 1945, recorded on &p1e0ow 7,' I the offted of the Auditor Iaf sift OD=ty, %obl* Hca. Am 'P4me $lith? of Deeds, page 452, Auditor's vile Tic. $46. VMd,.*d. t�/ '�'n BWraftwnt CcnpwW, a Dela rare oaep4aldon�is Drfanre pJatirrO Corporation on October 7, 1944, re= oasdid...on Nq►i*er 246 1944 in the office of the Auditor of iSirag Od%M1or�, in Volume 2286 of Detds, page M13, AucWtor's ftI* 1ko (Tract *o. DS -47.). 35. Deed oemted bV Brw*po G�*4wia to Defense F,iant Corporation on MLrA* 91, IOU.% recorded on Wroh 144 19" in the off loo a the A for of King C=Av, vawd on, in volume. 2210 of Deo¢s, Ingo 470, AtAitor'e File No., 337Z91y . (Tract No. DB -53.) Dowd ox6mAod t7 Art Gmgoria and Mary Gregaris to Defense 7lan0 Corpamtion on *rch 13, 1948, reoorded on March 15, 194+4 1n the office of the bzditor of King County, Q"hi,ngton, in Volume 2221 off" Deade, page 57, Aaaditor1a P11" No. 537.5167. (,Tract No. DS -51). 57: 'Beed Vmouted by John Y`raocaro to Defense Plant Corporation oz: „"u_n,5 - 1.5, lIa", recorded on June 14, 1944 in the office of the Auditor of King Coamiy, Aaahinglson, in Volume. 225S of Deedis, Page 3.2, Auat.orT ; Filo ft. 3384475. -(Tract No. DS -52.) 59. Deed .executed by Ben B. bohl and,9*81yn Ike Dahl to Defense Plant; Corpokiti:on .on J'amasy 28, 1944,.racordad on February 2, 1944 in the "office of the juditor of King County, Wwhington, in i7olar a 211. of Deeda, page 466, Audits *s File No. 5564196. 39. Dead eXeanted L7 JAno Aszola and Zafira Azadla,,Angelo Brads and Wry Breda, a -id Curtin C, L hdiseth-and Jere M. Zindseth to Imfonj;: Plant CorpDxatiom on Jammry )2, 1944, reourde 3 on,jaavrAW 18, 1.344 In tbo office of thn Auditor of Kjng County, lfaahtngton, in Volm-na 2195 of Deeds, page '546, Auditor's Fl? a No. 3360977. (Tract Xo., 40. Deed o"cuted by Arttrrsr° G. Sxast 47 and Elise Jane Raway to Defeanc;a Wit- Corpoariti.on on Yebruax.�-16* 1844, recorded are. Febr=ry 19, 194 in i6-off.ue '8f the Auditor -of XLne -Counter, t["10_ngton, in _.'_ Ccdinier 22134 ret S)sods#-pege.74--Astae!7,-�4crtn File Do. 3387797. fTraat No. D6-•54:) 41. Deed eaa40ee6. br HarbW 0. UvAorig end fiery. 0. 1"bers to Pufanse t ArA C6tTpoasatio0' an J&gmrf Z 1944, re oorW on Janvsry 21, 19" 10. 1b -&_o -W- -fie- J mft.* P QC • MW: 00"t r, lie oan0m;. 1701-M" :X157 'tne�. , 3, A ctor; els 11o. 5x.,828 4� (Tract No. Bwop OregoKU to Defense PlarA Corporation on on Wroh 114 _6n in 1944 in theoOiqq of the -Volu2210 of Daeos, page {f ract No. DS .Arta and Wry ftegarlt('to Def&nxo'P)Amt .OR. 13 -boorded on *rah 15, 19" in the oling O�un%yp QuIdngton, iv Volm 22 f 0 3-1 of Apft*w 'a., nle No. M7.91674 (Tract No. DS -51). ... ... .. .. 87:- ed e;PvcmW by John Fraooary to Defense Plant Corperati-on on June j? t+n, J - 14 -19" �A the office of the Auditor, of A 9bah - j- in Volww.2"Or of Deeds pRge 19, Auditor's A3A ft. 3 447$& '-.(Tftot No. `-M &-ind .wq. ad by -Sw B. Dahl and-Swelyn Was Dahl to Wenme PlAnt Cbrpwition za- Janaa3r- 28, 1944, Yra*arded on February 2, 1944 In the'office of the iuditor of -ging CountV, Waxhington, In Volume 2199 it Doida,, Page - 488, Auditor,a n2A MID. 5384M8. 39. --Deed -j*e%*ed,-by IOnO AiXIDU and Zaftrx Axzol*,, Angel,� Breda and MLm Brifts, and Ow -us 0.' wkl�*WarA zih7 x. Undsotti to Defense -in.%b4-,6rftGdi of 1 Auditor of Un" 6- ftxh�noon in Voltam 9 2195'.uf Nods; me W, Auditor's File No. S560M. (Tract No. .DW -VMCUW IW' Arthar C.- Rmwa and W" Jam Ramey to Defense C44 . %Idan on hbrmwi, -Us 'n", r"arded on. February 18, '.1 -Ano t1lo -ana'O, if.the ksdi%or -of -nng ZmmfW, %wldnocn, in -Me",paw 74y-1w*"ftIw-2k.- 53677870 Vl-raaf, IOU*"�1i6','Xai�itr�0s. :�04 A AuniWt --Defe- ha7 4P* .00 Ow- an MOOr" on - JWWi'7 VO 39" KIM% 31, W ai. No. stft�M" ar 'act No. _yy I 3 r w s k 4G yw4 d, eibdOO. br. Zw*.,4pSA a and..WU% A.s%a3L, Aagelo Breda and ize F} r -- i+'c ar i .#hr. juc or'-df King Ccr=*s 2�n irt o€ Deeds, page 5 0, -Auditor's File No. 556&647. _« Ind *moi A. li ck ffl Defense lP3ant Corporation on Fie deo gT-S - . ,-,ro*arded-cizr Febrtmig Si 19[4 in the bffiae of the x: in Vclaime $201 03' Deeds, gasge 1, 'Awww'a -file Nee 8$6MMe, (?rxnt No. DO-W.) Imo• 1}eA 40000W-.by Vnest {aabuldi to Defame Plant Corporation on F 14,1944, raaorded'on'Febta*ry 18, 1944 in the office of isY od ,. Cc�aaty, Was in Volume 2205 of Deeds, pm lr.le No. 336754T. (Tract No. J1S-57A. ) d by lIIiUft A. Hack to Deferne Plant Corporation on 1W 1, ''1944, reoardad. on *r 9, 1944 in the office of the Auditc.-r of ling OQuUV," .W&Abiv9ton, in Volume 2227 of Deads, pa.ga 652, Auditor', n3s Na. `1,3,851,44. Tract No. DS-SB.) 46. DiRd by fAarlsa T0604 and Elisa Toeaa to Lleferr4a PlFarrt GOt b rm Nbitt=7 4, 1944,-recorded on February U, 1944 in tlw 'ottlto of the Auditor of King County, Waahi,ngton, in Vc7.Amo 2202 ETe$dil pite 205, Auditor's Pile Wo.. 5366259. (Tract 110, 1�Sti59,) 47. D"d "O=tid by LWwles Toeaa and Blida Toso4, Ieno AmzceIA and Za Ss+t A9i*U,'AhSelo Okeda and Barg Hreda to Defense Plgnt Corpora- A1.op oifl'"itbrUa1y f, 1944, reacided on March 7, 1944 in the 3 off is G of fide_ 1dLfigC of Ung County, lbahington, in .Volume 220e ct Deedn; pL&o 506, Auditoris File No. 3371.240. (Tract No. DS-60.) 48. N44 'executed by Peter Roiss and Katherine Rosa to Defense Plant corporation an JaMaary 27, 1944,.,reoorded on February. 10, 1944 '3.n Kho ottioe of the Auditor of icing County, Weelington, in Volume 2201, of Deed•, page'W, !Auditor's File No. 5365050. (Tract No. DS-63, ) 49. Deed exsai ted by "mo 4regorls and Kinfa Gregoris to Defenso' YLant CorPorati.on an J'amsaty 28, 1944, recorded on February 2, 1944 in the office of tha Auditor of King County, Washington, in Volume 2199 or Deeds, page 470, Anditcrts File No. 33&4.199. (Tract No. Dib?,.) SQ. Deed executed by John Nosa and 3deddal.ena Rosa to Defense Flank C.orpgx_ atiom on January 26, 1944, xrecorded on February 2,a, 1944 in the of3'lae of the Auditor of King County, Washington, in V•olum_e 2204 of Deeds, Page 55, Audi.tcr is PYIs No, 3567763• 51. ',Beed executed by Vii;toia Pegararo. to Defenaa Plant Corporation on ` January 24, 7,944, recorded on J&y 15, 1944 i n tg office of the Anditox caf King County, WasUneton, in, Volume 2229 of Deeds, r:t& 506,-'Auditor's File 1;o. 3587249. (71-L�'ct i1o. DS-.65.) 52. Beed executed bar Valentine Me]-itch aro &njifr lialitoh to Defertve Paant Ca2gvrstim car January 24, `1544, recorded on February 2, 19+113 - -. lm-th* office of tare ]6mi Ater of King County, Irashi.ngton, t., volume 2'199 of Dem, Page 4681 Audi•tcr's nim Nop 55M'37, (Tract, No. Deed ■ 0euUd. b)r C. D. 1102kaghton wd Ethel 'Waughton to Wonse Planti Corpapaticcl 011 4aurisxy.21, 1944, recorded on January 2,2, 3.94.4 1>i. the attfsse the Audi ti * of King CO. i tj, WaQdn¢ton, in Volume s Of-Dooftr: lam*. 455s Awnfor re File No. s 5' 61H5B, . (Tract No. a •� a� --=-'� /'_ - U `7 ....... .. uz Pat AWlo Bieda' and till, ans is Ede556"1 - 540 -AW0 rile )to 5 Z; L nse MAMt cor wat4on on 0 A. -*0 Dots 7 19441944in thr-6fflat"of t -he -7 F. 2201n, in Volwsl� of Desda, page 1, ] �1­tb Defows Flant Cwporation on "diioded o� F s �bMry 3.8, 1944 in the office Of "Y a N himr�on, in Volume 2205 of Deeds,. ! '.n7.e No. SW7544. (Tract No. DS -57A.) L to Defense Plant Corporation on j* id 4a AW' 1%4 in the office of the Auditor of biva1*04 in Tolmm 2227 of Deeds, pegs 652,' Auditor's A No. DO - 7 "14W.'Take and MJ,#* Tosoo to Defense Plant �:4, 1944, -recorded on Fabruary 11, 1944 in 4hw4uftUr of Xing 0ouniT, Waabington, in Volume 22.02 '11-Oj Aafttor is rile Na. 5366239. .(Tract Tws,. AS 59 iF, 343 TOGO& end Elisa Tovos, Leno AzzR3A and ste" we *ry &*ft to Defense Fllvht Corpora 1044, recaided on Marob 7, 3.944 in tha orfioe oP'=i se44 44r a rink- Count7, 11bahingtonp in Volume 2206 of Dqeda, tar In- File No. 3373,240. (Tlraot No. DS -60. ) 7. 48. - by Peter RON* and Katherine Roaa to Defense Plant n, Jamary 27, 19",. recorded on Februar7- lo, 1944 in the oflide 8# the Auditor of Xing County, Waxhington., in Volume 2201 of Dsadq, Me 548,-Andit-or's -File No. 3365850. (Tract No. D3-61. 49Deed exaoLvrted by.*sw Gragoriv. and Ninfa Gragoris to Defense' Plant 00rPdrali " on an Jaft"7 28, 19", recorded on February z, 1944 in the affias of tine Auditor of Irdng County, Washington, in Volume 2199 of D004P Page 470, Auditor ta File No. 3W41990 %lTr;tc+j Ho. DS -E?. SO[. Deed :execuW by John Ron& and Umddeltna Roca to Defense Plant corppr_ ati-on on January 26, 1944 recorded on February JR, 3.4944 in the 0=ae of tha Auditcr of king County, Wasbirvgton, in Volmne 2204 of Lleetia gage 63 Auatcvla Fila No 81E6177r,1t .51. Deed executed• by vj_qtqc-g p0&&r-,Bro. to Dmf me e Plant Corperatlon on January -24J.. 1944, recorded on Njy 15.1 1944 in the oUiae of the 4uditor of Ung Count, W&BhjngtQn, ig;Volume 2229 of Deeds, P54de 'Auditor's MIS NO. 3587249. (Tract No. DS -65.) U. Deed e=crtx*d by Valent , irm Malitql and Annie- Malitch to Deftnaa' flit "�Pmtion cc AM"* "Jraogr4ed bU,FMtrU&rY 2, 1944 ikh*%0fnCW--Qf--th6.2t_Udli�6f King Countyp Vkvhington,-*p Volume 2229 of. Deeds, P&P "j- Aiuntor15 File No* 55M970 (Tract No. - 56.E Bled a76l01tifed C., B. %MWMW*M and Mal .4J6 4z.%%j, reoordod on Jamwry 22, .39441 , . 4 45?gX10. 587858 (mat tea. M.. 4 A LT 9 b w y e ilars4cia L and Marietta Qai'.o4ik U -bo y: mst! oft oil N**ry 24, 1944, .re opx+cied on, lday r' ve yr the 04il fir. of King County..`*aiiiit on3 i _ i pa�e._16% A11djtdrIS Ale No. 33RS40-S z SIS. laid :t7 fed Aso o* and Flora Pbaaodc, James i'�a. t! 'b!lefeiii 'Plant Corporation DejahUSrr el, x:94 -J, , :jw IM in the office, of the --Audi.tar, o� Kine; Urlla1 72 co of D sada, .psgw' 295, ' Audi to r o s . :> ed d by D.F.Btitbera, Ott Nielsen and �Sna Nie±se�, wW A"61`yl_n&asi Nielsn� er�d Cftrge C. 1hfieler' of Ada Th6=s, {laoeased, to lWonee Flanti pp p� htt op_)(cn m*)fr 18, IR", recorded on November 2b, 19444 At o=" -"of ha Auditor of King 0ouniar, Washington, in Voliwz , ;�.. b of Lleada, `pagf 582, guditor's File No. 3429774. {irraat• N0. Doam at. Deed wwoated.by MU Nielsen and Anna Nielsen to Defenss Plant C4rpaftUbn on potda sr 27, 1844, rseorded on' Nbember 10, 1944 i._ *it jMoo -pt the ludi.tor of King County, Aashi noon, in , folume heeds, Page $8, Auditor+a Pile No. E427761, , (Tract, Na. 5o. Deed emmzed by Nkrgarat Hardie Cook: to Defense Plant' Corp raticn on. jwM%W 19; 19"j recorded January 22, 1944 in the offico of }ho oiditar of Ubg own.W, llfesWnaton, Ir Volume 2198 of coeds, bvg ' M, Awtitorts 1131 No. SW1795. (Tract No. ik4-72. ) 59. Dead exeonted by Margarita C*xbari no to Defense Fant Gar`�ox ate �,:a on Warob-23, 2944, reoorded on April 11., 1944 in the off2o(9 of A Ktar of YUg County, Watbington, in Volume 2219 of Keds ; r, , 324, Audi*orte File Oto. 5578525. (Tract No. Tk844 . ) 60. Deed 6"outed'by Tory Starkoiddh and Mary Starkortch to Wfc-nab: Plant .Corpmation on February 22' 1944, recorded on .bine Lf1, .19411A in tbo office of the Auditor of king County, Washington, its Vo)umo -22b9 of Deeds, page 469, Auditor's Filo '.:o. 3594987. Noy 61. Deed exsoutad by Clyde };orriacn amt 11sarl Morrison to befen u Flan% Corporation on February 3, 1944, recorded oq 4hOy 1, 1.944 K in the oi'fioe of the Auditor of King Co=ty, 'Washington, ;iii Volume 22" of Deeds, nage 894, Audi.v>r's File tic. 359F3�9`d (Mract No. D8-75.) 62_V _B"d azsaated' by -JAln Woods wd )brtha Iroods 6o i ewg FIFkat po3ration on June 13, 1944, r®carded on October 24,. 1944• an !w office of • the Auditor of rdmg County, 1�ush1_ngt*na., ir. glume 22`T°i •of Deeds* -page 587, Auditor's Pilo lo. 3423653. (Trar, � F.,;, P�.. 7. &g: _D0d,rooaa8ied by Anthony UaWso and Fury i:eto to Def'enoe 17iaiit DorTwstion-on Aupst 22, I944,_ reacrd*d an Ocrtobor 24, :1944 Ir WAsbingtonP In Vo1wiv F -4-1a 14e. 5423662. ( Tract No.� 6!� ,fid alogia ' ' P.hi=p: OOt'. and ribs iOt to Yfstc�ns+s Plant Cur - IP! M S% or7 RZa AW, r.00rded on irebruary @10, 1944 in the e��Aoa:.af tibe' A idit :. of Oan *, traandsatati,, I volung 2201 [. r . r�.�x.. .Stik'z'3rA99�ai�-.Y�"Y.il :�.7�> t �•F. �' - r ., - �� {' . ,l `- 1 -gyp• 6 9-• Y. L,� Y Iii ..t _, ,r_••,i r �' _ _ -..._. _ f Z r , .: y - r p• and yet N. + .+� to 7L Z� Mity- 3-1 `�adl1?ivr °af $ing owhtys`R .(M, .. : httdUaf zs . nl# _ .. 66awook atad f Flews Pgaaock Jam" H�. D> ey f:1� t -Ca "ati;on on! Jo=Mrr 21, 19441 441 the otfibe of- the, t -:o3' ung Tollure 2200 a �5eeds, ? 5, ' Auditor t n {'mat no. , 3 t lir.bdtbwn, Ott ;y' Ni.slnen' and, � Ma Nielsen, Ing'rai► Biel is and G*brSd 04 Rrbe-ler; opt . A& Thorne, dseeaaed,: plant , ':U. I84ia reearded on , 1944 lit *is Avator of King 0oun1W, Ua3 Ii3gton, ire . Volving- . Anditorta'File No..5429774. (Watt No.. a .bcr Ohio Ritlove and Anna Nielsen to Defense Plant 9p OAabu. 27y 1944, raaorded on�R amber 10, 1544 In Abe itc.kr of King County, Wahington, In!. Volume oftP 59, kiditorte Me No. 6427782.. (Tract No. Ski Gout to Defense Plant Cvrp, ra+A= CSs W 10 19446 rkoo:ded January 22, 19411 in thq office of the (oar' ! QOutri�, lkshington in Volume 2186 of Deeds,, psge' - % "Rs"illi 'lao. SWI796. Tract No. DS -72.) 89. -,Dowd'-ries ty. iiargarita► Garblarino to Detense PJAnt Corporation an ,Viae 'J:. 3944, reoarded on Apr71 11, 1844 in the ofli.oe of the Az ii*W, df MS Cv=ty, liashing-ton, in Volume 2229 of Nods, pagc� ' U46 b Aorr€s III* No. 55?9526. (Tract No. DS -73.) art. Do" set+oitd'•br Torg Starkoviah and Mary StarkovIch io Defenae p2mat .clarporation on. Februsx7 u,,G� 1.944, recorded on dune 16, 1944 iti! VA offiae of the Anditor of ns•ng Coanty, 1kshitigton, ir.. Voliune -MO of. Doods, pap 458, Al ditor'e File No. 3594887. (Tract, NcA Bl, Datd exaoated by. Clyde 1€orriew and Pearl Morrison to Nfense Pluxt 0000 ration on Fsbruary 5, 1941, recorded or). July 1, 1944 in 4ba at lea of -the Auditor of liaehington,i-n Volum 2244 of Detds, page 89, Auditor's File !?o, 359$497. r (Tk-aot No. DS -MY .-_- DPW esatauW7%7-John Woods tinct '1Ssurtha SaWs'to>Dg4-ewe giant Cor - 30 i . an air 'ftft lis, Im rmauded on October 24, 1944 In the _ offloo bf the .loaditar of g County, :ftsbi.ngton; in Volume 2277 -of Deena, -page 567,-Au&t.er+s Pilo Ito* 'S4236515. (Traot Yds. DSe-7(-, ) 1p*0t#•0ataso and. Vary Catuso-to Do-fanse Plant, T , f ffe #t #h a ►° t Pte' 39i4s_ rooaardad- on 0&tab*r,_g4i 1944 in n Tdng tlauriiy, vi"ngtatl; in VOIUMd �•r~ , 7 ; toa�la bila No. Sag$,%. (Tract No. r 4" 004 Fir& Got4 to Dafjnee Plant Cor 7 apt -HWASMr4twi, is V01=6 2201 . L BS@45. (?met 'No. D&.78: ) 65 .a�natiild 3¢ -tea : s. o -D a ?Tan's tion on . . J* tt,ary- zs ' W*6� I* ocrded- cm jamary . 22, 19" in the off " of . t Aradiiar.,O 7Litt 00MV, wkemnoon, in Volum 2196 of Deede, pati 51792. (,Tract So. DS -79.) �' Dwd-wwoOod,by- C. 1. Dimon nerd. {Iraea C. buton, and Georgl.a mHuan, to Dl eme 1'"M oxati:on on JwA 1Q, 1944, recorded da "aa: r _2B,-1944- in thr OM08 . df 'the Auditor' of King County, t i Jsttf.dr'tn-in V'oiuse !2248' -of Deeds, page 3950 hiditor's File No. _ . 34OM5. Tr""0. DS -B0.) e7. Depd @=ouW by-Me2 it. ft*rr*tt and .Alfred -J. Starrvtt to Defense PLnb Corporation on Miry 10, 1944, recorded on June D,'-944 iA•the Ottieb cf ,thee Auditor of Kin Cour Xaaht ¢ - 8 tY: ngtart, in Vol -One 27W -of Ltladr, pap 247, •.Auditor's File Na. 5592867. (Tracts Noe. 98. Dead shouted by Zether Stephens - Pttena to Defense PJ.ant Cox-poratinaz o33 +T�PIua ,$S, 3844, recorded on January 25, 1944 in the office of & kWi�Or Of King County, Ushington, in Volutre 2798 of nen-ds. Me 88, .auditw t a Fila No. 3565054, (Tract No. DS -82 . ) 5. $9. bold erscu-ted by iucy maeeucno to Defgnee Plant Corporation on Fobruar,Y 8, 1944, recorded on February lo, 1944 in the offJ oao of the Mditor- of King County, Warnngton; .1n Volume 2201 of D®eds, P190 559, ludit=r'a File No. 3385546. (TraOW Noe.. DS -.84 aW DS -66.) 70. Dead executed by•Radhington Matual Savings Bank to Defense-p11Lnt Gorp4rOt3on ot: February 14, 1944, recorded on February 16, 14x44 in the Offia* of the Auditor of icing County, Washington, in :roluntu 2203 of Dendi, uag® 55.5, A,•udi,tar's F176e No. 5515754E . 71. Deed executed by Charlea A. Spirk, as Receiver of JQnodL, olnnScr _. Investment Co., to Dafensa Plant Corporation ort may 5, 1944, rca corded on June 16, 1944 in the atfioe of the ,utditor of M nC Gour iy, 9fsQhingtcr', in Volume 2259 of Deans, jAgn P05, i.uci for °s File No. 3394797. (Tract Pio. DS -07.) 72. Deed executed byr Richard Springer 'ao DOfOMO Plant Corporation January 28, 1944, recorded an February 9, 1944 in the cff'•.00 of the Auditor of Ring County, Washington, in Volume Vol of N196.e, gaga 458, Auditorts n1s No. 33e57d.C. (Tract po. DS_.ag 73. Deed axaeuted by &arcfflia Gabal?s De Young and l;aiWy Do Ycwing 0 Defense Pl nt Corporation On June 17, 1944, recorded on ,ane 20, 1944 in the office of the Auditor of King Cosrnty,jTAqhjr%gton,, its Voltu" 2240 of Deeda, page 459, Auditarfa File No. 333588®. (Tract ?,Tu. DS --90.) 74, Deed executed by Loebs Nirz&k and Fr ncen Krizak to Defense Prem; Corporation on January 24, 1944, 'recorded on January 29, 1944 in the. office Of the Auditor of Ki.rtg Oounty, 'JBtgMngto"I in Volume 2I9 #i�-i7oeda, gsage _352, •nidi for is File 'So. 3369319 (T1'aot P'o. DS -01.) 75." Deed executed by--9rnoet R. Burra7l to Defea a pliLnt Corporation on Jamrary 25,'1844, raoordod on JaMLLr,y 28t 1944 in the office of the Auditor of Kura County, TF"hiOgton, in golutue 2295 of Deed, F g8 BFs, Auditor'3 ?j CSO. 8368053. J NVU•.:..�t^.M1..._r..:.a_.: '8*01 X. Skarr•aii and Alfred -J, Starrett to *ar"Won on". Vky 10, 1944, recordied on ,Tune 9, 1944 1 W.. ti* - ai Xing County, : Aa*dnoorf, in Volume k7 iOO,.Additorta Filt X6, 5592667. (Tracts Nos. "r:3#evb*ns�. to Defenee. Plant Corporation do w on januslr $8, 1944 � n the offl ae of Washington, in VP1mae.2199 bt Heads, F +rl SSl15054. . (1"raot No. D&-82.) Lu(,:)ksau000 to Defense Plant rorporation on -2-604rd6d On.F*bruar7 10, 1944 in the offioa .of R9 " oiantir, 1t *Mngton in Voluri a 2241 of Deeded '!is M118'No. 336884f3,(TradN Na. DS -84 and D8-88.) 7L1 tgoi0tit 'l Washington Mutual Savings Hank to Defema Plant '►iAtia -' , 6 i' February ld, 1944, reoorded. on February 18, 1944 x E �- ,r 2 o Die, i B+ M$t Auditors$ File No. 535754&. (Treat Pio. �1. Dead imacu'ted by'Charlen .A. Spd.rk, -as Received of Jona#-Thompson - x,�rvat qt Co,, to Dafpwo, P1snt Corporation on Nqy 5, 1944, ru-- ao dnd 6ri::0ine 16; 1944 in the oMoe of the Auditor of Xing Cc tY, mast ngton; in Volume 2239 of Deedei, page 285, Auditor rs '8*01 X. Skarr•aii and Alfred -J, Starrett to *ar"Won on". Vky 10, 1944, recordied on ,Tune 9, 1944 1 W.. ti* - ai Xing County, : Aa*dnoorf, in Volume k7 iOO,.Additorta Filt X6, 5592667. (Tracts Nos. "r:3#evb*ns�. to Defenee. Plant Corporation do w on januslr $8, 1944 � n the offl ae of Washington, in VP1mae.2199 bt Heads, F +rl SSl15054. . (1"raot No. D&-82.) Lu(,:)ksau000 to Defense Plant rorporation on -2-604rd6d On.F*bruar7 10, 1944 in the offioa .of R9 " oiantir, 1t *Mngton in Voluri a 2241 of Deeded '!is M118'No. 336884f3,(TradN Na. DS -84 and D8-88.) 7L1 tgoi0tit 'l Washington Mutual Savings Hank to Defema Plant '►iAtia -' , 6 i' February ld, 1944, reoorded. on February 18, 1944 -the ";auditor of icing Coun r, YFas}Lington, in Volume ,r 2 o Die, i B+ M$t Auditors$ File No. 535754&. (Treat Pio. �1. Dead imacu'ted by'Charlen .A. Spd.rk, -as Received of Jona#-Thompson - x,�rvat qt Co,, to Dafpwo, P1snt Corporation on Nqy 5, 1944, ru-- ao dnd 6ri::0ine 16; 1944 in the oMoe of the Auditor of Xing Cc tY, mast ngton; in Volume 2239 of Deedei, page 285, Auditor rs Fl,le No "94797. (Trilct No. D8-87.) '72. Deed execoLtad by Riabard Springer to Defense Plant Corporation op - . JwUaiy 28, 1.944, rro.corded. do February, 9, ],844 iti the office of -khe Auditor of Sing County, Washington, in Volume 2201 of Deeds, page 458,.. Auditor '-a. File Pwo. 536571.0. Trent N •" 73. ' Deed executed b3► b6ar'sn].la {3aba3-te De Yo end.-_ °� ��-De 7%cuttg-tom -. Wen" 1,j=t-G9rpgrgtiorr 4511 -ja a Z7� 7.0", recorded on kn* 20, a }>' 1944 in the office of the Auditor ai King C tmty, RaahingtM, fry Volume 2240 Of.Deedm, raga 459, Auditorle File No. 3395668• (Tract Ido. DS -60.) 74. Deid exeonted bar I.oUits Kirzak and-�ranaee Rrizak to Defame Plant C0rTW2%.on an ftnmry 24, 19", 'rgoorded on January as, 1994 in the ofliae of the Aud#tcr of King )aunt gt�,� �,, Vni,Ace -- 2�99 oi� Beede _ y, Axiditor �e .PY1e iuo. E563S19. (Tr+ of Nem f4��'.aiw�.,-�. +.v,�� aa�+a�va•� aaF. rv, JJ•+aar1. �+bade __77.x-.4iie�:J�li��►a�his�ioa �huKi �si►9xsBi-�*n� a� 11e2��s� rlaat u . _ _- ,�_,. _ tseardsti an Mrab 7, 1944, in the _otflfoo et the AmMoar of Ling 06=tf, ttarhinSton, . in Yours 2203 . 314-And14orle nu 8o, 33$1241._ (Tract Sad DS -94) a,?4 1fAhing1kon Mutual savings Rask, Dale R. 6 r'bueh Ii X111 *. *owh to Defease Plant corporation Pn January 21, zOgOx4sd::OW Hbrunry 10, 154,is the Office of tied Auditor of _ =xg 0ov ty, Vaskingtnn, is PaltiM 2201 of Deeds, pwo 51.5, Aetlitoatw, To. ' "6509L. (TrM i No. Me -94B) 79. Dook oxeaated 'Wt Ao.rAhuestem Zmprovement Comg&W to €Dafanrje piant. Zorpomt3aa an July 18, 1944, recorded of govesber 27, IM, in Th Office of Ode,xMtor of King Co=ty, Ushington, in Volume 2287 of Deeds, pedCo 3�e Storfs. file. Ho. 34311?i7. (Trmct No. 3fS��T?w2; 80. Deed s*o tted by Pugs# Sound Pores and bight Co. on Dtoeaber.. 7, 1945, recorded en April. 18, 19460 in the Office of tlse auditor of U OonaV,, a�hiugtou, 3n Volume W2 oe Doede, ;oaf 200, Axd tcrF q Ito. 3560W. (Traot No. B8-48) TA 1f7i�l8 WS>a10�, Haaonetruotion 7inanoe C;arportt?lcsr; base ^Rxar :::{ tML, instrtueAt to be oxaautod in its now wind on ite behalf bzi !,2LC1I 3, Attorn"—in--faat, hersin thlly authorised try power cif €7tt;orn,* at�X� rax., is 4d ra�r. reCoxdeQ. Date& at Seattle, Uaghlr gfou, thin ciny of .iu_�:,1_ "!.;' ',. F *` yAt terney-in-faCt- 3'l`A OP NAAMNGTOg ) • sa LeUnty of Ling Dn t4f I6th W of au,T, 1946; befort me 'thfl u,«esrs3t e�, c iu`s y .`�39`Lz in and for. the $ts<to of Waxangtoa, dAr nozmlp.Rioned. and sworn, _eLr%os�ly appzared RICA�D M.-]Pkkl ,...ta-yrs- earn tc tae - ;t duly eipppintr3 sn�'<-athrsr��ecD Atto.naa-,JM-facct of th+t i .aorperation that =outsd the within and foregoing i"'Ietrotent, Md :a"c1 wrledamr eeid isstre Out to U tbi fr*'P And vaivaatari act and does of eaifi. cF%rporetlan, for dies .dad 70"S". tbOr'oix "aen,tioned, asazd an ota+th Oxg,td7:.y -by said 0exporatien sc to 'ozocute said Inst ent-, i.Fa £ts heh4afs tF�w uhr Boa i og r.4vor:=eD MA amPOPASAw at than int&nt has not yen �vokmd'. a � ip_t tL;= 2*vle- - 7 Villa 8 JW irk and oMf stma seaj, hart;to efls-e t"le AAV`, yoe•r in Chir - - fici-n M.'A ,or she "tete ce rosid mt apatf?o. s f,..� _ - �6. 7iMi . i SN and rirJAM Iib MMIss to Defense. ��- ��iowi►�' �.8, Iyh&, .record# an �'.brcazy 8. .:.. ' --,*f tbs Aufttir sof Ting Om=ty, 1/e►a Kngton, • is r+<rI 183,-Aixiitort s 1%%& No' ' 3)65373. (Treat W40mrsali in4i-R=k'#G Diann. Plant ." _21,"i9 ct riraorded oa. Narok 7, 104, in the #W*O10i -460 AAjUr 0'f King. 06=ty' X h??;�4n� _ 94 �� _208 AWW rI ■ TiU )to.. 3"124 {Treat Ifo. DO -9Q 1W W."Mr6ton fttusl Ssvimj;o 8artk. Dale a., i}>krbash swvl" to. Mess* Plant OorpOra.tion pn 3anU ry 21, -i& 1)rnzr)r 10, 1944,' is the ' Offie* of the Auditor of ft-W000ty+' i#skitgtom, in Tolwa 201 of Deeds, Nwo 545, Auditorte IS. .134.4w&: - (TMi No. DO -941)) 79. 'Dss1i it etitid j" Sorthwsetern Istprorement Cairpow to Defense Plant i�O+fRtfe ass -Jft7Y iB, 1944, recorded on Yafember 27. 1944, in the off1011 of tke';Wdii4x of Jing County. Washington, in Volume 2287 of ' = Diode ; t 437, AaditortIL 71 Is To. 3431137. ('bract No, DS -AF -2) 80. ieed. alr"ted 1w Po t Sound Power ovA Light Co, on December 7. 1945, 1. sr"*rdid on mil •18, 1946, in the office of the Auditor of King Douw*., ss?,46 ton,• 3n Toluw 2 of Deeds, page 200. Audi torr a VV11,41560 6. Traot Xo. DO -48) 11r VTTWS 1MOi, Umnstruction Pinanoe Corporztion ham aonffad tIlle laatrmnt to 'bs eraaktrd in 1t■ mme and on its behalf by rM00AFO M. PRxa. j Attorney-ia-fait, harein fmlly entborlsed by power of attornmy duly ,:xA3rz;10ad nn« reaordid. " ilatea' it 80attlo, Yashingion, this , &t dny of :July, 1946, $XCA 8 CTION 7INANCL C0AP0,,RAITI0;[ Y1,11 i Attornoy--in-fact - sxA�c tzl► ti��� ? - : e. 4ounty of Xing ) On Ui del of July, 1946, before Sae the uAderaigaed, a I;ctary Public - in and for.tht.#tau,of Wsohingtoer, 6J47 commissioned and warn,, pezoonally. appeared --- EZ CHAXnM. . ��a-•--�-'i�eMn-�a -u-tom duTy-appoints$ sad authorized Attorney -ft -fact �— of yr"Pel atiea t}AtOXOMted the wit}sta And foregoing inatkuoont, and Raimovledgad said itein tres.t to W UA free wd aoluutary set and deed of as#d worparation, fol- the' YWM"+F- Mrsia 9aei,ttloaed., old on oath stated that he 4va9 fully a�thorize,t hi sa#d soxpoa'a#lyes a[a 36 isiolite said instrummt in its bohili, that bha perror of attorne9 aratka :iac els:. + is :-t8ie iastr�Arbnt hAs. not been rovokadro and tbrt the Paid _--. �#� 1w1r fit-a3��1►ne__.._ •� - lwd M" officiSa ass! harsto Mixed thedayind year ire this i I�fti._.Oui1_Ba�dtad_r63re� .ne•at•?.�il. _.......... _ Dollars, Me receipt of tchieh it h rtby acknoictodged, the State of Washington doer hereby grant, bargain, sell andconvv; ,unto - - ._.._..._. ..__. __... ._................. .. _.....,.............__ ... ..,.. ........... .... sL.IJ.'iE. .EJ)WAPDS,.husband-ani heirs GvA assigwu. the ?olknzing described Ilsitatttshore Zands of t=:e first class. situate ij: from of the Ciro of . __. __?,eiran __ .......W._ .�iYsg .........__.._...---.......arc........ ... ........ ,........ .County, Washtngton, to-u'ic r �i CD jF. Tracts :, 2 sn4 7, Su??1e-^ental :;ap zE Renton Shore Lands, as s16wP --;.le ir. C.^.e a=face rZ Cle Coaissione: 0 2ublic Lal. a: _ -_a,was: 17.3czr; also L = _.tett 3, Sk:?7L=eatai Via? : �;estd Store Lazes 1 inb e ^rt�liae cc t -a .-Milcvi:_ cascribed tract proliucec: easterl-.. The �__cF 3 1.=^_ .ca. r,�eas�_e� lege^ally alo:s the westerly t*unca.-;�, :s . -:-,E -zr i :1i '_:aa _.aiv:er-x::levard) of that portian o Gove>r-;cr._ a-, _1�, sactio.. '5, :ovr5."._ 2; :;art:, range 5 'cast,W.._ ie Lin& C,IU; = , ::as: -- :tt tar: of tai:;era�ulevarc 41G Stutzigcwa; .:a. 2, .urt•1 .. .. e$s: sauz:feast corner a 2"S, vice: li ?La: , to ?rat recorded _.. 01=e l or: Ilazs,?ale 7 in .._ . a: road :io, dv, said Tract 3~ocLn g as 51,Qw,I .. ._. _:. :e: a~ d ;p:=e;tel Hap a= Ren.Qn 3itore Lands on ..lc aci ' .�58_7-t'_ c_ ?:bl -c Lan6s at C1• -Pia, nest i:'.stsa;al.. -= a= = ----•• - ..z._ 3, �u:)plezzemtal Map o ent.� = .. .. as -CIIDWS- 32�_ :»-n- a.+a ?_im.: C -:•ser =,ent LaL I-, .ic• iS i'.° 31 21i .�.�:.� �L44 .:�1.� ta♦ ?cia: .. eas: line o' Lot 2, 310efc it, flat of Earl::ngton as 0rL_'anj1}• �,�Z.a��E:. �••^ ,:e' ... .. i.".P n is r•-FIrn W 5'i'. Porir'ir t?Ai1 nnn __ __ _ -.a:: _ sa:z tact - :01tFy .,s .. o al.: __„tom .... ?4 a.t'.-Jn S' -Ira :.a.ds V::.i,e in�..� O__ica -_ __&.. _,µ ^12.-.;rtal `ia or, aentcr, shore Lands 1 a5'.CiiOL:S: -;hattuc'c: Street in Sr:iticr's ._....._ 'e:.a; , acc-_ :sirs to ?tat :^c3rJe:.' i;: Vo1u:::. =- a:a, ?awe _3, _.. ..___ County, 'riashinftin, 25 _eat ,stant aortae: i. as a.g'-a; --__. a :a:t eel: aaundar;' lista of t1c fiat : J- .:a': J. ..ras; "a ,- ad Ca -mar.= and rum:--i-aa ga=te Hastert; pa:aiLei to saic a c:s.s:ca o_ --etc, thence ":este_l; alcnj; a st:aid::r lits,., a _ Stas:c c; ii; suet, :xa re =: less, to a ,?oin: .n the west. Zine o uovern,cna 23 SortA, Range 5 -est, W.M.265 reef c:istant as .:easuza' a: w; sa. wes: line -'roe the northerly boundary of aaiLi i1t :a ..,�.cc co:t'r_e westerly alanS said strajo t line produced a _,:stancea �La :cwt, less, to a paint oa the westerly line o: said Tract 4; said .tract •: �rei::;y as s:zwn on tie o:fi.cial sap of Supplemental Hap ac Renton Short Lands ort Tile the o:_iGd o-- the GoaatissiOAer of public Lands at Ol)^apia, was:lington; also i :at ?ertia n of Tract d, Svpplmantal Map-oZ Renton Shore Lands lyinS norL;l _. tae =rrh line produced westerly of tate south 30 fast of Govar"nt Lot 13, Sect an lc. Tavt3ahfp 23 ;Zorih, ReAte 5 ilast.ii.H., said Tract 6 being as shown on the orfieiai r-Ap of Suppleaoatal Fkp of Renton Shore Lands on file in tae uificc o! the Cnaaissioner of Public Liands at Olyvrpia, Washington; ileo That portion of Tract 9, SupplswMltU1 slap of Renton Short Lands lying easterly of a liar dram parallel with sad 325 feet distant saaterly from, as measurad along the aattharly line of tha faaific Coast Railroad ComVaoy`s right of way■ the vast lint of Gowan t Lot 14, Section 18, 1'ewssbip 23 North, {. Reuss 5 Suet, W.)L, acid TrA.0t 9 "1” ar abewa on the official map of 9ttpplM"Mtal Mp of Ren"M Sh*ZA iooft on fist in the offlee of. the Coastissionar of Public Lauda at tilMU, V slkingtea. Sia, !14.a�25?G to �+eatxitYcng a mt�aigtt .Line, + 9 x Vic# of I#rsi o It Lit► tie ane �E Govern (at ib,41 s:.Al 3C� ` at * 3�t dsaGltnt rrti�e1 � t*milia �.- l a 14 4.'°.�i��� i�p� a,e « er �.at ao tae yro,<t�atse a sn of me tore . _ .. r4�t�.� fie the uw. ai ..t�.tien brt rxcfr.'sed-b�'p1; R M R r�Ms.o A eerna�:.i. 6e mrint 6o the Knd TO HAVE AND TO HOLD the said premises, uiifh their appurtenances, unto the saic?...... AQUET .L....EPWARDS...tad-.1111 ...I„_.E$G8$➢5,,..ttuihsnd.aad_UifG.'..tke4r_, ----heirs and aseigita farever. WITNESS the Seat of the State, afWed this__,,,•3..'�.'�f �•:. day of.. + Ri t -I �! SSts MY &ot" of State_ App. No. 204$ State record of Tide Land Deeds, Volume 22_.. page. b,.Q Mi filed for Ra v� y`FIL ¢. F. Na. 4AS6--Bi4-_1M. &339. ReWlft tlf �` F d_— 0C -V_- ROBERT x MC}RRJS. C*A* r wad'kw TO HAVE AND TO HOLD the said premises, with their appurtetancea, unto the said........ ............ UWA UIS..sad_JAHE 2._.EDWARM,.._ht) shaad..and.wjfi e,.._rhar.=.--- ....heirs and asaigna forever. WITNESS the Seat of the state, affixed ._............ day of.. , 19 .................. [Sw _ ._..._... _.._ _._... Attest: _ 1_ •�.+''�" �.�,� SecretrtryofS7atc. .r' J App. No. 2048 State record of Tide Land Deeds, Voturrme. 22- , page. 662. Cant. MO. -- _ �o.•S w a i ii1�b ka, iL s, s. K� gas.--P,YiNs. w9e. Requast of � ��Y'—fit A�e['R7 � AAC7R➢JS. C1aaFr�['4ar ! PERPEMAL EASEMENT I KNOW AL. MGN BY THESE ARIMMENTS: That ................ .A�.4....�!�...dtil[1F4t8.....- ..........-. ._....., ennd...>...._ JAS .Ir_.1n4=?°.......:..... , kmbww And vita. htntnafter referred to as "party of the f A part" for cad to aoniddendJ*n of Off= DO" Aft and other good rad v Me A:onslderatton, Peelp# of which to hemby aaknoNMdsel, do lheift ttrNR rcleLw and canl'' I .r` unto tho C1TY O1 RENTON, a MaalcipQ Cgtparatiott Of the Matr of Wrd&utoo+, u *P&Kf et -M reoeed PLA... {* '' an easalent appu tent cad p�rpatAai POW, lim hied to the falloYirg'desetlaed gsopertia; v♦ That portion of Henry X. Tobin Donation Malm 037 d,amribed•ae foUowa Begitmi* at Un- inter"ation of the. center'tim',of 3rd A;mMar -Radt& %ak— 05j 4 i�oe pr ueateriy with the aentar luta of.Pt: O. th>snce 3, 1;'56'20"- �thme B 288.IR.t 3 75`53t'W 223.75 f6stj thence19'56020$ S 117-fevt .,8 to the UWL..paifft,.of beginning ti�moe S 70'43140m M 10 feet thence S 19'56'24$ ' "-N 4 1 ..._ .._ .£ 20 Catty-:thuhm, W 70.031!00" E 113 leets, tbal"56120tt W 't'fet to the i.. trite poi t ; of begirrdng. Also I k 5fgot:ytil sreimtt the eaater3y 2-im*1&i eaifl esei, imtbe deearibi "t_ Yo174ilfs the,'.it�Ce=eittoQt`oT.the:oetiter 33ree e►''8't zsty�3rd-�tsua�', r~ 841tr4A�- fJ� �gl`-641LOad 4tetietef7,jr tft theAQenEh} O�b:;.Fe ►�• j!­.1bee, ' - 'v_ �• •'- 8 2eao0..8 �t��if-$.Sger�.•.'.. r;fi� t!tiobl 8.'�1�61„-'xg7tti'.fOet�. th ' 3�W abet td. :'trud goiiit. ofbeo>r _tom=bmttin►iirtg;5 1lt'p7t`E 6D iMtiy_.. y.':. ~ thence.,940-e561'k7! &;nVrsW-`' ,-the evM:ot4i"- eaenmaatt ,cl ".i4� "ii[ \ T , , +' 1{' •+.' }'t'j _=iia _. — F 'ate . ". i .... - —�..: .' 9Ya?i!•.YC{•i'_,Wm�ra�AF r3 -, � -, a5!'t, t z}' _.. .Jr, � ,�- i_•�_ li•• r 'c. �.�`• _ .moi{ _ !-2.. 14 W..�,¢+i 7lbd �Lfpit'ef•tAi� tOn 1o►'t>IitT•rR;atlOtifjr f� a M03 Atb ,. .. ��.jy- __ :� gip•' � :. �n�•.. 5 t{a_Ilf7elbftrr er�MO � '} y�.`a, i •. 'p .�`.t4.'-c'ti,1fr �3�'. I: j•' L , , i • - " 1 k Y- �p� '++1+6+�r�+•..,y�. .`i�t7let�i Yi.-.1f, - `:i�iLi.ILJ ..[-.tip _ .-. ',Kw - � S f`•t' Jial.�.>ti' _ - . .. 9 L,• � 4. t�..�W+ l J�y k t7 � . $$�fj�05 ort ftfe �n Viltit, ` THIS INDEMTIONE We this 200L day of October 19 64 . between �j � Re6aet L. �wuda and Iaea ?. id��rda. i�r tirtl■ --- herelnafter called '`Grantor", and PVGET SOYK PMR a IIOT COKPANT, a Yashirgton all corporation, hereinafter called `Grantee', and T T hertl,fttr called "Mortgagee", VITNESSETH. That in corsiecratlon of On.- Dollar (S1) and other valuable eo�slderatlons, receipt of which is hereby acknowleAged, V sntor hereby 3rants and conveys to grantee, its successors and assigns, an tassarnt for an underground electric system right of way together with the right to construct, reconstruct, operate, inspect, msintain or remove an electric system-onslsting of undergrounll conduits, cables, 'nmholes, vaults and semi -buried gr ground mounttd facilities such as concrete pads, transformers and other necessary or tarweniem faelllt'ts and equlpment on said right of way over, under, up.3n and across the following proyerty located In King County, State of Wash- ington: Said right of way is described as a parcel of land 10 feet in width being 5 feet on each side of a center line descrlbed as follows; 8eglnning at the intersection of the center line of State Road il5 and 3rd Avenue produced crest, in the 'horthwiLt 1/4 of the Southeast 1/4 of Section 18, Township 23 North, Range 5 East, W.K., thence southerly along center line of State Road M5, 288.28 feet; thence S 75053' west 221,15 feet to tree point of beginning; thence k 13c07' nest to the southerly margin of State Road k2; Also beginning at true point of beginning as mentioned; ihence S 19')5612V" east a distance of 125 feet. At such tics,, as grantee's said structures and equipment are no longer used to serve lessees of grantor who are also customers of grantee, as shown on the at.ached sketch, then graltee sha'I remove or abandon all such structvr2s and equipment ffoxm said land and. at grantor's request, release this easement to grantor, Grantee shall, at all reasonable tines, ha,e ,.K right of free ingress to and egress from said property for all pur,asts herein mentioned, except for portions covered by buildings, This easement does not preclude grantor's construction of buildings over said described property with the exception of transformer and switch locations shown on the attached`sket;h. ;nd"in Vaal.t E :ription: King, WA Deeds—Docld 5820505 Page: -...-I of 2 a 11 r Yrr[t. IN WINCH htVEOF this IrtstrtaeeAt Ms been executed the dale and year fleet mous written, cr, i �r ATTEST: Srcretar� Presldera STATE OF 11AVINGrOKj I ss COUNTY OF KING ) STATE OF �taahiztet+�.. cauntyef, Kin¢fm. On of J UribeL- _ AD 19-' bcfanmrthtundemened,allotary P.M. q and for the Smite of 1Natllt]A)tiOA daly wmmyioeed and ■,morn personally appeared [Robert L. Edwards and j 3s1, E,dwards to me ismowa tole the indiridwl f deacnbed le ■ad who eaerated the I■regai,y s,atn,mtnR mod achaawled red to or t that �m_Xsignedand sealedshe said imaimmtatas ��r__hemanndVoluntaryact enddecdfor the vetoand purpa. the teamed. my hand and ofi iatmcat hereon aSised tie day and year in thu :crtificatt ■6 a .rittm IAd�w+.Stitm.at ►y lad.�du.l. V.Ains,oa Til. In...... Cmmgq, F.—Lis) residing at Vu.. rife; f 4 �ti�Off fi;� IA 00 �r�9il�t, �'eail. frt ted lr.1ww n:, -' * ' f.,L Aaq„s! ai kqw Sand hair 6 tO Ca jWt A. MIMS, is dy A,&w .._ription: King,WA Deeds—Docld 5820505 Page: 2 of 2 ,nor• � r...,,..,�„+. _. - --- �_ Ll WlifN RECORDED REfUEW TU: M" Cd ate K_t= % udPal &-Win$ cerk Sr1-0 36-92 :_'4 Mill A-aw South DECLARATION OF COVENANTS AND RESTRICTIONS RENTON SHOPPING CENTER ASSOCIATES, a Joint Venture, (the Nowner*) is the owner of certain real property located in 1. the City of Renton, Washington, legally described on Exhibit A 117 (the "Property"). The Property contains properties cxiumonly known as Tax Parcel / 145 (the *Servient Estate*) and the adjoining parcels, Tax Parcels # 17U and J 198 (the *Dominant Estate"). The Dominant and Servient Estates are legally - described as Parcel "E* on r`xhibit A and further depicted on w Exhibit a. 7_,�, r.:: �c„ - t-� �> r5 ..! .`.X •. e'<�aG�'-.. /, _ c,�= - ..� :C�c �, f'.. / cf/� i t` Sf .,:�d�, ,f,>4-7 S v rly« c,.fr•. ^1Ei. o The Ownerdesires to facilitate and maintain safe, efficient access both to and through the Servient and Dominant x: Estates by ensurinq the reservation of an easement over a portion "• of the Servient Estate for the purpose of ingress to and egress - z from the Dominant Estate onto Rainier Avenue South. _ T T THEREFORE, the Owner hereby declares that the Property rt shall be subject to the following covenants and restrictions: w 1. Reservation of Easement. In the event that the C'5 �_ iwner transfers to a third party, either the Dominant Estate or s_ne Servient Estate, or any portion thereof, such transfer shall ae subject to the reservation of a permanent easement and right- of-way for the benefit of the Dominant Estate, over, across, in, and upon a portion of the Servient Estate for the purpose of ingress to and egress from the Dominant Estate onto Rainier r Avenue South. J �a z 2. Duration of Easement. The easement and right-of- vay declared herein shall be perpetual in duration. 3. Successors and Assians. The covenants contained herein shall run with the land and shall inure to the benefit of and be binding upon the successors and assigns of the Owner, j including without limitation, all subsequent owners of the Servient Estate and all persons claiming through or under thea. 4• Enforcement. The undersigned owner, itz heirs and assigns, or any transferee of the Dominant or Servient Estates, shall have the rigt.t to enforce compliance #ith the covenant and restrictions contained herein by injunction or otherwise and to recover its reasonable costs, including attorney's fees and costs of such enforcement. • s 0 IN WITNESS WHEREOF the owner has executed this Easement as of the year and day first written above. OWNER: RENTON SHOPPING CENTER ASSOCIATES, a Joint venture By: Northwest building Corporation, a general partner By: r- J eS J. Do d, Tr., eaident z G J �- w STATE OF WASHINGTON ) rf W j C7 COUNTY OF !GING J on this /7 day of September, 1992, before me, a Notary Public in and for the State of Washington, duly commissioned and Y — sworn, Personally appeared James J. Doud, Jr. to we ]mown to be Tthe President of Northwest Building Corporation, a general partner of RENTON SHOPPING CENTER ASSOCIATES, a Joint Venture, named in and which executed the within and foregoing instrument; z = and James J. Doud, Jr. acknowledged to me that he signed the same _ as the free and voluntary act and deed of said corporation for - - the uses and purposes therein mentioned, and on oath stated that he was authorized so to do and that the corporate seal affixed thereto, if any, is the seal of said corporation. i IN WITKMS WHEREOF'i have hereunto set my hand and affixed my official seal the day and year first above written. J� Notary PAblic in iand fbir the :�pTARr State of Washington. �. i !iy Appointment Expires: 14_;'i 1 ' �Isir 31 t -ate D CR ' ARMON 5 Ho7P IN4 ' p_lurc a: ' -.At portion a! Henry H. Tobin Donation Land Clam No. 37, and of Gov.rnmant Lot 13 a Section 18, Township 23 Nortn, Range 5 East, S.N., and TraCta 1, 2, and 4 of 5'�Pp:emental Map of Renton Shore Lands described as foilovat i Beginning at the intersection of the Westarly production of the center line of Third ' :,venue, in the C_ty at R04=ft, with centerline of primary State HSghLay No. S. h mint i9 also described by the coordinates x equals 1,656,12:.77 and y equals .s,.25... according to the Lambert Plano Prejectioa for the State o2 Washington, Zane, the meridian of which projection is used herein; ::,ecce Sacth E9*40'50" East, along the canter ling of maid 'third Avenue 234.05 feat '3 an intersout ion with the center lift of Cdunty Road Ho. BO in -so KNOWN AS Third A -venue Extension{ with to King County ander Recording No. 613636; thence South •:5'.7- stent along the center line of said County Road No, 80, 413.28 feet; _7erce south 12.3a'S0" East, at right angles to aaid center line of Courcy Road No. e], 00 feet to a paint on the Southerly margin of said County !toad No. 80 and the ' true }oint o* begirwing; t_ncinq thence South 12.34'50' Fast 199.49 feet to an intersectiar. with a tine nicS im parallel to and _ e 91.22 feet Westerly of, daeured at right angle*, the westerly marc_:, of said primary State Highway No. S; _"n.e Shutt 7y*57'20" East, a_Ong Said parallel line, 243.67 feet; ' thence South 59.31.36- West, at right angles to the City of Seattle power transmission line easement recorded under Recording No. 3664559 and 3429774, 605.04 !eer to the Easterly line Of Tract 4 of State Washingttn Commissioner of PuClic _ `ants S_pplemental Nap of Renton Share Land■; ;n t'enCe continuing South 59.31.38' West 10 Scat, more or less, to the Westerly ,no T a ... 'tract 4 Of Supplemental FOP of Renton Shore Lands; t_`.ente Novtherly along said Westerlv Kite to the must Nartherly Corner of said Tract ani corner also lies on tete f:ast9rly margin Gf a BtreeC h❑ feet i:1 width as Platted `_: said Supplea+ent Map of Renton Shore Lando; s O tnenpe Northerly along said Easterly margin of said street, being an arc of a curve, d _ — the center of *hit! bears NOrth 67*$3.38' East. 329.94 feet, an arc dintanFe of feet to the meet. Southerly ccrler of Tract 2 of said Supplemental Mao Of J 7 9eazor. Share ands; ✓= =henna Northerly along the westerly line o$ '±Tact 2 of said Renton Shore Lands j .72.47 feet, :.are or lama, to tha most SOut"DCI ypaint of a strip of land deeded to "-e :_ty of Renton by deed recorded Ender Recording No- 5208793; ' r t'e^ce .... :art !Raster ly along the Southeasterly line Of said strip following s curve t0 the right, the radial center of which bears South 52.31.32" East129.84 feet, an arc z _isLance of _05._3 feet to a point of reverse =carve; x- -hence No_theriy zlas.g an are of a carve, the center of which bears !forth 16'43.07' Wi _ - est, _tC_00 !est, an arc distance of 145.50 feat t0 ■ point of tangencyj it thence North 9.58.22' went, to the southerly line of primary State Aighway No. 2; thertce Northeasterly and -easterly along said Southerly line to a pelts which bears North 7'.'25':0" East from the true point CC biginn;p9; C.`.ente South :7*25'_.^, west to the true F*i.rt o: inning; T_XCSP'_' that po�ion'iying -It?--in *trip of land conveyed to City of Renton for Third Avenue by. deed recorded under Recording No. 5206793; the City of Ranson, county o: King, State of Washinytan. ' tat perc:a; of Henry H. Tobin Donation Land Claim No. 37, and o: Government Lot 13 azo _5 an Section ,e, 'Z„nship 23 North, 3kange 5 East, W.N., descr lbed As follows- L =e=_r•,.r, at ire :r.-e.rnecz,on of the Westerly Production of the center line of '"hind _ve..oe' ..``-e_Cti:y of Renton, With centar. in@ of primary State Highway Ya. 5, Poi: .a a/a0 cemCr;aeC by c.`.e coerdinacee s equal, 1,658,127.7' and y e4vala =-q to .`.e _ati7ea 7ia-e ;ecL to.: `---r the State of IWaaSi^gton, t'a�!;_'. �rrp-2CticL JLa cored herein; cr._c 3c>y,.G." zast, along c.*,e center line of said 7hcad Al Clue 234.05 feet ..__era ect .an xith _`:e cotter ..^e o. Coup Road No_ 60 {ALSO MOWN AS Third deeded o Kin; cna.-,ty under Retarding No. s13ble; thenc* South . 1 1 1 1 77.25'10• West Along the center line of amid County Road No. d0, 413.28 fast; thence South 12'34.50' East, at right angles to said center lino of County Road No. 50. 229.49 feet to an ia=ersection w_th a line uhick is parallel to and 191.22 foot Westerly of, measured at right angles, "0 Westerly Burgin of •aid Pr -many state Highway No. S; thence South 19'57'2o" East, along maid parallel line 526.25 feet to the true Point of beginning; continuing thence 5auth 19'57'20' Last, 398.55 feet; thenca North 70.02'40- East at right angle■ to maid Primary state HFghway No. 5, a distance of 191.22 foot to the Westerly margin of said Primary State highway No. 5; thence South 19.57'20' East along said weaterly margin, 163-12 feet to the Northerly 'ins of a tract of land deeded to Chicago, Milwaukee and St. Paul Railway Company by dead recorded under Recording No. 2354660; thence North 63.24.59' best, along maid Northerly line 921.24 feet; thence North 89+31'30' £aac, at right angles to the City of Seattle power tratamisalon line easement recorded under Recording Noe. 7664559 and 3439774, _62.58 feet; thence North 36'26.22' West, parallel to said power line easement, 32.DC foot; thence North 59'31.38" East, 467.14 feet to the true point of hsginning; EXCEPT portion thereof conveyed to the State of Washington for widening of said Primary State Highway No_ S by deed recor2od under Recording Ho. 5309066; Sltuate in the City of Renton, County of Ring, State of Washington. PARCCL C! -Rat portion of Henry H. Tobin Donation Land Clava No_ 37 and of Government Lot* 13 and 16 in Section 1B. :bwaship i3 North, Range S East, W.N., described a! followal 9egiLning at the interesctian of the Westerly production of the center line of Third Aveave, in the City of Renton, with center line of Primary state Highway Mg. 5, which point ie also described by the coordinates x equals 1,658,127.77 and equals y .78,126.72 according to the Lambert Plane Projection for the State of Washington., aMorth Zone, the meridian of which Projection is used herein; thence So_ h 89'40'57' East, along the crrter line of asi3 : ird nvaruk 333.-.5 feet ' :o ay i .'_eraectita �i:r: t.`.e cc.^.ta. lino Cf County Rod Yo- d0 (ALSO 1uMMN AS rhird :,vent. Extension? deeded to Ring Co.nty under Recardina Ell No, 813638; thence south 77'25.10' ::eat along the center line of said County aaatl no. $p, 413.28 feet: :hence South 12.34'50' East, at right angles to said center lime of County Read Mo s . 80, 229.49 feet to an intersection with s lima whic4 is F.arallal to and 191.22 foot o Waste" f+. measured ct right argsls, the Westerly margin of said Psinar7 State � .lighway Wo_ 5; t:.eoce South 19'S7'20- East, along said parallel line 243.67 fact to the c'ns of beginning; point Continuing thence South 19'57.20' East, 282.56 feet; =hence Solt# 59.31.38` West at right aegis■ to the City of Saatil■ power aiaoion li.-.e=..mcnt, "'carded under Reeordiag Mos. 3664559 and 3429774, 4a7.1♦ 187.:feec; thence Soyth 10'28'22 east, Parallel to *sig power line e&nonomt. 72_00 feet; thence South 59'3i'39' veer, _62.58 feet to the Mprthsr_y ,no of a tract of lab deeded to Chicago, dlilwaakee and St. Paul Railway C.7mPany by .'teed recorded under ;wdltor-s File No. 3254680; i t:.anco Forth 93'34.59' west along said Rorthsrly line, 139.95 feat to an angls t#e is poi Easterly Line of :root < of Stnt ate of W45hington Commissiorer c! Public Lands Supplemental Y.ap of S?.are -Remoa lands; � North 30`02.37- Want along the Easterly line of said Tract 4. 163.33 feec ? to an a1g1e point in said Easterly line; � + ;he-ce Borth 24.18 58- West, along the Eastarly ,ins of said Trac, 4. 62.53 feet; =`euro bar:.`. 5,•3_•39- East 905.c4 feet to the true point of beginning; -oGr-5:L'R W1:H that portion of Tract 4 of SuPplsmsrtal Kap of Asntnn Shore Lands a'2-th'.i:g a.� .grog bs:weer. T4s res:erl/ Pr�dcc:iaa =: t.'.e SauZl.eriy and ..,,:_..-.�ep:er:. __sea o` said pre=xees; s i:tate ,: .he City o: Renton, Courry cf Xing, State of Washington. PIUtCM' p: :,.tse Per:.ors of Gvvernaen! tat■ 17 3 •• a.;e 5 East, W,g,; sad 16 Section i8, -a,n■hip 23 sort h, 25 • 32 x t� X* • AND of Tract 4 of Supplemental Map of Renton Shore Lends, lying Northerly of the Northerly koundary line of the right-oC-way of the P.oitie Coast Railroad Company, :yiag Weeterly of the West line of Shattuck Street a: Smithers Fifth Addition to the Tcwn of Penton, according to the plat recorded in vole+me =6 of Plats, on page 13, c5 !ling County, Washington, and Southerly of a line, deecri"d da follows= 3eginning At a point in the West line of Shattuck Street in said Smither■ Fifth Addition to the Town of Renton, distant 25 feet VDrtherly measured at right angles, from the Northerly boundary line of the right-of—ay of the Pacific Coast RailroaC Company and running; thence Westerly parallel to maid boundary line, a distance of 425.00 feet; :hent• Westerly along a Straight line, a distance of 710 feet, mora Or less, to A point in the Went line of said Government Lot 16, distant 265 feet Northerly, measured along said West line from the MOrtheriy boundary of said right-o,-wa7; -hence continuing wasterly along iaat mentioned Nurse, a distance of 4_5 feet, more Or lose, to the Westerly line of ;Aid Tra_t 4; EXCEPT that portion thereof ly.nq East of the Westerly line Of State Highway So. 5; - Situate in the City of Renton, County of King, State of Washington. P11RCEL Le That portion of .Tobin, Donation Land claim and of Government Lot 16 in Section 18, I Township 23 North, Range 5 East, :t,.y., Cescribed as follows: Beginning At a point which is the intersection of the center lines of Th ;_d Avenge, :a t:e City of Renton. produced Westerly, and State Highway No. 5 running thence South 19'56'20' East 488.18 feet; Nt.`.ence South 77.25.10 West 30.25 feet to the We■terly margin c_ stare Highway Ho. 5 and the tree paint of beginning; r) thence at right angles to said $ighway South 743.055'43^ west 1Y:.31 fest. thence at right angles and parallel to maid State Highway South 15.55.30' East 323 Q`set; _ =he^_c at right ancles North 70.03'60' East 191.31 fret to the Westerly margin o. iT t;ence`North :9.56':0- West along said Westerly mania 320 feet to the trYs point of beg%naing; �XCEaPT taut portion thereof ca -::Mand im sing County superior Court Cause No. 567667 for Primary state Highway No. 5._ Black Ricer to Eariingtor; s.ruate is the City of Renton, Ccunty of Ming, State Of Washington. ::at portioa of Tobin Donation Claim in SCMI.On 18, Townshi? 23 Worth, Range 5 East, W.M- deacrlbed as follows: aeSi -ling at a point which is the intersection of t:fe center line of third avenue is the City of Renton, produced Wystlrlf, and State Highway Na. 5; thence South 19.56'20• East 388 -la feet; the.ce south 77.25'10' West 30.25 feet to the Westerly sugin of State Highway No. 5 and the true point of beginning; thence at right angle■ to said Eiq_7wap South 70'03'40' West 150 feet; cherce parallel to maid State Highway sauth 19.56'ZY East 130 fee%; t::ence north 73'03'40' East 150 feet to the Westerly margin of state Highway me. S; _hence sicng the Name, Horth 19.56'20' West ,Oo :set to =hs true point of beg-mv-ning; Exez:- all that pcctian 0: the above =ascrlrtian ;yiny Northeasterly of a line drawn raraiiNl with a:sd 4S feet soct1westerly, when oeasired at right angles and/or radial.y. ._c:t the center ..:e of pr; S_a.e M-43!:wAv No_ S, Black 4iver to - '7 tre City c. Rentaa, Ccn;t, of k4ng, State of :;ashingtan_ -ARC . :`a: rt:t;-cn =f Govertrent slot 11 _n Section 18, Township 23 ;forth, Range 5 East, w-'!.. d -C --` Henry H. TahLn COratioa Land claim No. 37 in the Southwest 1/4 of said sect:--nf -=acts 2 and 3 and the street platted therein a: the commissioner e 4r I * 18 25 Y I❑ 32xI[I • Of Public Land Supplemental nap of Renton shore Lauda, maid street now vaCaCed by Ordinance No. 1849 of City of Renton, described as follawsl Beginning at the most Easterly corner of ■aid Trace 3 of Renton snore Londe; thence Southwesterly along the southerly margin of Primary Stat• Highw4y No. 2, a distance of 2.19 feet to the true point of beginning; r.'Itncs Easterly and Southerly along an arc of a curve to the right having a radium of 33.63 feet, an arc distance of 106.59 feet to a point of tangency; thence South 59+31.38^ Wast 98.52 feet to a point of curvature; thence Westerly along an arc of a curve to the le an arc distance of 150.04 feet to a point radius of 389.6; feet, pn the t. ft boxing hwe■taa margin of the ■tonere piatted in said map Of Renton Shore Lands; thence southwesterly along maid Northwesterly margin to the north line producmd Easterly of the south SS0.92 feet m■aeursd diagonally 41onQ the Westerly boundary whic- is the Easterly margin of Rainier Soulevara of that portion of covernmatnt Lot■ and 14 in said Section 19 lying East of Rainier Boulevard and Frimary state Highway Np. 2, and Horth of a line running due East from the SOuthraat earner of Lot :9, Block 10, Plat of Earlington, according to the plat thereof recorded in column 14 of Plats, ort page 7, in King County, Waahington; thence Kest along said easterly production and along maid North line of said 550.91 Leet to the Easterly margin of said Rainier Boulivard; thence Northerly along said Easterly margin to the Southerly margin of Primary State Highway No_ 2; thence iasterly along maid Southerly margin to the true point of beqinninV; S'Luata in the city Of Renton, County of Ring, State of Washington_ Noted below are the fling County property tax account numbers 162305-9218-07 182305-9217-08 152305-9215-09 This covers office'addreas building 722940-0036-00 00072"146-"w- 000720-0197-02 00720-0146-441+000720-0197-02 000720 -0198 -oft/ 182301-9034-09 000720-0109-08 182305-9238-03 182305-9157-00 1B1305-9220-03 102105-9x19-06 722940-0040-04 722440-0030-06 722940-0020-08 722940-0010-00 000720-01707-03 000720-0150-07 192305-9030-04 Note: Tenants vhe pay their con properc Liz _l.ectl; are not Included. 32x❑ J vs- ?mss J f � � j 4 r.f 313- we 13- Get -' �'a � $i •� a �' 4 4 ro .,,,, • z a a o' n cs ti � � ` (to�j W a a ` � ' �•��' � n�` � F � � vii •r4f E � � � i ami � ..'i. � 6: i .. . ; �� "� � ��� ., i¢R 1 ys�ti..��•� ..'-'�`.'�"`«...�.-�-�..� 4 � nr�riS:�lGSS�-' �ir+Y+[-�5��/R• • �ty+x rcxa+Ps1+' .UNo: cw/v Y}Yx,� 9+�•� q5 PC Or � ..,...* m M N'h '4 to Cr par � CAV l `` S.o W 4 •ro. � a` � 91-210140320 � �// ��.7♦+�' �S .�pfy , 511 . O pj•r J.. � �' "'ate G J1 � 4S•ir �• � 9� r C / v S a � 3 x e �r 7 1.y5. � � M} ��;•. 11 x 44_ , .a w it sz ;. L +� v " } Sa�.r'-ia..r•�) �' moi' rasu� o � o � �brS z 15a of a {- =.. r 4 i 4 C W g p~� i' a �, CiSO ♦v im Oil- C?y O qs� CD. xz-a-3!oj4CP + e o Pd V •i' � � O 1 p '� pp lJi.lfi l u � k% all M7 ~-% C. << ' WHM RZMRDm R,EnMN 7Q RECQFZMREn -sl rQ carmen of the My akirk tof1b.;.,:.c'ek R ,M.Ldpd ftdd3.g SA -0 E-91 :''1 M4Q1ie_ Ski' 200 MM A,. Swffi ' - RenlarR WA9MSS FIRE LANE AND OPEN SPACE EASEMENT TRIS AGREEKENT AND OPEN SPACE EASEMENT (this ' "Easement") is made this/day of September, 1992, by and between RENTON SHOPPING CENTER ASSOCIATES, a Joint Venture ("Grantor"), and the CITY OF RENTON ("Grantee"), a waehifpto-, municipal corporation. RECITALS A. Grantor is the owner of certain real property located in the city of Menton, Ring County, Washington, as ' legally described on Exhibit A ("Grantor's Property"). B- Grantee is a municipal corporation located in sting County, Washington. ' C. The parties hereto are entering into this Easement to set forth their agreement regarding the grant of an open space easement by Grantor to Grantee covering a portion of Grantor's Property. Now, therefore, in consideration of the premises srid C the mutual covenants and agreemenxs of the parties sot forts+ Q [ below, the parties hereto agree as follows: 1. Grant of rse ntnt. Grantor hereby grants to C) Grantee for the public benefit an easement on, over and scrcyss a o — portion Grantor's Property legally described on Exhibit E Ord C�1 depicted on Exhibit C (the "Easement Area"). � tT 2. Maj. This Easement is granted for the only purpose of providing emergency vehicle access to the building owned ry Grantor and located on Grantor's Property. This Easement isa x public easement, provided that such public use shall be lisilLsd to the Easement Area and shall not include ingress and egrsrvs to the Easement Area over any other part of the Grantor's Property. Grantee shall not construct or erect, or permit to be eonatruotad or erected, any fence, building or any other structure of any kind within the Easement Area. 3. Nan -Exclusive. This Easement is nen-exclualvoi, and Grantor reserves the right to use the Easement Area for ingress, egress, parking and utilities, and for all other purposes wideh ' do not prevent the uses permitted by paragraph 2 above, pro%gaded, however, that Grantor agrees not to construct or erect, or permit to be constructed or erected, any structure on the western acwt ten (10) feet of the Easement Area. 4. ffa intenance. Repeir and Eacuenses. At Its own cost and expense, Grantor shall (i) maintain a twenty (20) loot vude lane within the Easement Area in a safe condition suitable f'ar ' emergency vehicle use, and (ii) shall make all necessary rapaira or improvements to the Easement Area. C: IIrn.,RC —I- I i t Ci " • a UI U `i RECORDED FEFURN 1Q . tiQl..OmRET .-;�*, O!E �•, F E:_ Car CL�l Cie' _,_iv ruT:,si-vnp4R,,Uing sl -038-92 VunikIplsk _Y, .—I.i: cnw South %;A •xs5 FIRE LANE AND OPEN SPACE EASEMENT THIS AGREEKENT AND OPEN SPACE EASEMENT (this "Easement") is Wade thisl.),day of September, 1992, by and between RENTON SHOPPING CENTER ASSOCIATES, a Joint venture ("Grantor"), and the CITY Or RENTON ("Grantee"), a Washington municipal corporation_ RECITALS A. Grantor is the owner of certain real property located in the city of Renton, King County, Washington, as legally described on Exhibit A ("Grantor's Property"). H. Grantee is a municipal corporation located in Ring county, Washington. C. The parties hereto are entering into this Easement to set forth their agreement regarding the grant of an open space easement by Grantor to Grantee covering a portion of Grantor's Property. Nov, therefore, in consideration of the premises and fJ the mutual covenants and agreements of the parties set forth below, the parties hereto agree as follows: 1. Grant of Easement. Grantor hereby grants to ` Grantee for the public benefit an easement on, over and across a -- portion Grantor's Property legally described on Exhibit B and CJ depicted on Exhibit C (the "Easement Area")_ O~ 2. M -r&. This Easement is granted for the only purpose of providing emergency vehicle access to the Building owned by Grantor and located on Grantor's Property. This Easement -is a public easement, provided that such public use shall be limited to the Easement Area and shall not include ingress and egress to the Easement Area over any other part of the Grantor's Property. Grantee shall not construct or erect, or permit to be constructed or erected, any fence, building or any other structure of any kind within the Easement Area. 3. Hon -Exclusive. This Easement is nor. -exclusive, and Grantor reserves the right to use the Easement Area for ingress, egress, parking and utilities, and for all other purposes which do not prevent the uses permitted by paragraph 2 above, provided, however, that Grantor agrees not to construct or erect, or permit to be constructed or erected, any structure on the western most ten (10) feet of the Easement Area. 4. Mai�nt name. RepAir and Expenses. At its awn cost And expense, Grantor shall (i) maintain a twenty (20) foot wide lane within the Easement Area in a safe condition suitable for emergency vehicle use, and (ii) shall make all necessary repairs OT improvements to the Easement Area. i 4V 1. . w U a 0 S. Easement Term. This Easement shall be in force and effect for so long as a building exists within the twenty (20) feet east of the eastern most edge of the Easement Area (the "Easement Term"), and stall not be a eavenant running with the land. In the event title to Grantor's Property is transferred, assigned, or conveyed by Grantor or its agents during the Easement Term, this Ewmment shall be binding upon and inure to the benefit of the Grentor's heirs, succesuors and assigns, such that each use of the cord "Grantor" shall also refer to Grantor's hairs, successors anr. assigns who succeed to :,rantor's interest in Grantor's Property. 6. waste and Unlawful orOffensive Use. Grantee shall not commit or suffer to be caaaitted any waste in or upon the Easement Area, or maintain any public or private nuisance or any other action which may interfere with or disturb the quiet enjoyment of the Grantor's Property. Grantee shall not permit the Easement Area to be used for any improper, offensive, or unlawful purpose. 7. This Easement N constitutes the complete agreement between Grantor and Grantee. There are no teras, obligations, covenants or conditions other than those contained herein. No modification or amendment of this Easement shall -.ie valid and effective unless evidence by an CD agreement in writing signed by the party to be bound. V CT B. qty. If any teems, provisions, covenants or conditions of this Easement should be held by a court of competent jurisdiction to be invalid, void or unenforceable, the remainder of this Easement shall continue in full force and effect and shall in no way be affected, impaired or invalidated thereby. 9. Exhibits. All the Exhibits attached hereto are incorporated herein by reference as if fully set forth herein_ IN WITNESS WHEY DF, Grantor and Grantee have executed this Easement the date and year first above written. GRANTOR: GRANTEE: R£NTON SHOPPING CEWM ASSOCIATES, a Joint Venture By: Northwest Building Corporation, a general partner THE'' TY OF RENTON B1' = Ph*yor R 25.1a 32=-1 V Q CV Q` STATE OF WASHINGTON j } ss. COMM OF KING ) On this day of September, 1992, before me, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared James J. bond, Jr. to me knavn to be the President of Northwest Building corporation, a general partner of RENTON SHOPPING CENTER ASSOCIATES, a Joint Venture, naffed in and which executed the within and foregoing instrument; and James J. loud, Jr. acknowledged to me that he signed the same as the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized so to do and that the corporate seal r-ffixed thereto, if any, is the seal of said corporation. IN NI FESS WR7EREOF I have hereunto set my hand and affixed my official seal the day and year first above written. ftoli�State If bl LcWash �Or the � State of Washington. r 4.�af1� ► My Appointment Expires: -3- AM 2 i • Io 32 D 4W t i 2 i • Io 32 D -I ' EXHIBIT A I- nRscetp • 'ANGEL A: -:at port un of Henry H. robin 00nation Land claim No. 37, and of Gavernment Lot 13 _n Se.tzcn 18, Township 27 North, Range 5 E44%. W.K., and Tracts 1. 2, and 4 of S�Dplemental Hap of Renton shore Lands described an follows; 5eginning at the intersection of the westerly production of the cenzer line of Third .,venue, _.. aria C_ty of Rentnn, -Ith center _irs of 9r�Lmary State Highway No. 5, =o::t :s also described by the coordinates x equals 1,658,2:_77 zed y equals according to the Lambert Plane Pro�mction for the State of Washington, Ione, the meridian of which prc7oction is used herein; —enee South 88149'50" East, tiOng the center line of said Third Avenue 234.05 :eat _� as zntereection with the center line of County Road No. 80 (ALSO KNOWN AS Third 6,enue Extensian) deeded to icing County under Recording No. 813638; chance South '•?5'i7" nest along the center line of said County :wad No. 60, x13.28 feet; thence south 12.34'50' East, at right angles to said center line of County Road No. 50„ 50.80 feet to a point on the Southerly margin of said County Road No. 80 and the "rve point of beginniag; :O-tinui:g thence South 12.31'50' East 199.49 feet to an intersection with a line which is parallel to and 191.22 feet Westerly of, measured at right angles, the Westerly margin of said Primary State Highway No. 5; N _:-pence South 19.57'20" East, along said parallel line, 243.67 feet; C"i .hence south 59'31'38- West, at right angles to the city of Seattle power irarsmis*ion line essement recorded under Recording No. 3664559 and 3429774, 805.04 feat to the Easterly Line of Tract 4 of State Hashingten Commissioner of Public O :.apes Supplemental Hap of Renton Shore Lands; " hence continuing South 59*31'38' Nest 10 feet, more or leas, to the Westerly line tT+ .." Tract : of Supplemental Hap of Renton Shore Lands; =ecce ?ortherly mono_ maid Westerly line to the most Northerly corns: of maid Tract a.._ wrier alae _:es cn the Easterly margin of a street EG feet :a wilt� as platted ;.n maid Supplement Hap Of Renton Shore Land*; =hence Northerly along said Easterly margin Of said stmt, being an arc of a curve, rhe center o: which bears North 67.53'38^ East, 329.84 feet, An arc distance of 73.52 feet to the moat southerly corner of Tract 2 of said Supplemental Hap of ienton Share Lands; thence Northerly along the Westerly line of.Tract 2 of said Renton Share Lands 2.47 fear, more or leas, to the moat Southerly point of a scrip of land deeded to .ht City of Renton by deed reCOrded under Recording No. 5208793; =pence Northeasterly along the Southeasterly line of said strip fcli,wing a curve to -`e rig*.t, the radial center o: which Beare South 52.11.32' East ?iQ.34 feet, an arc :_stance of 106.14 feet to a point of reverse curve; thence Northerly along an arc of a curve, the center of which bears North 16.43.07' west, ;00.00 feet, an are distance of 145.3D feet to a point of tangency; _`ence ':orris 5'50'22' West, to the Southerly line of prL=ry State Highway No. 2, _pence NL1rth*aeterly and Easterly along *aid Southerly line to a ooi:ic which beare sbr_h :7125':0' East from the true point of beginning; ztence South 77.25.10" West to thm true point of begi»ning; 2XC-CPT t`.at portion lying within *trip of land conveyed to City of ;�pnton for -h-;rd Avenue b_r teed r*corded under Rscarding No. 08793; Situate :r. the Cit[ of Renton, County Of Ring, State of Washington. PARCEL E; -`.at portion oe Henry H. Tobin Genatian Land C1aiA No_ 37, and of Government Lot l3 a.d _5 �n Section 18, "township i3 North, R&nge 5 East, w.N., descr_tied as follows: =_e,r-nninc at the in.ersection of the Westerly production of the cantor line of ':hird Fence, .a t`e City of Renton, with center line of 2ri.aary State Highway No. 5, :.s 4:00 described by the ccardinates x equals '_,558,:27.77 and y equals - - -== zz .Se _a rxert r:ane Pr:;iccCjcn ".." t L- S=ate c; dL91ngrcn, c=r. 2c -e, the meridian of which projection ie used herein; 5=_=h -58'47'53- East, along the center line of said ThirC Avenue 234.C5 fest _D a. :.-.tersecticn with the center line of County Road No. 80 ;ALSO KNOWN As ::hLrd ;,venue=xtens,cn) deeded to ]Ging Covnty under Recording No. 213638; thence SOuth ' '7".5'10" West along chs cancer tine of said County Road No, d0, :13.28 fact; tee -ca south 12"14.5Q" East, at right Angles to said center line of county Road No- _0, ..;9.:9 fear to an _.tteraecti.n w.t: a .aaa whim ;.a {aralle_ :a and _91.22 rear. ' Westerly of, Measured at r_q`t angles, t'e Westerly margLn of said Primary Stats lcf:way no. 5; -.encs South 19'S7.20" East, along maid parallel line 526.25 feat to the true point ,,! beginning; continuing thence South 19'57'20' Eaet, 396.55 feet; ' -::erica North 70.02.40' East at right angles to a ld Primary State Hi;hway No. S. a =�atance of 191.22 feat to the weezarly margin of said Primary State Highway No. 5; thence south 19.57'70 Last along said Westerly margin, 163_12 test to the Northerly line Of a tract of land deeded to Chicago, Allvaukee and St. Paul Railway company by deed recorded under Recording No. 33546$0; thence North 93.23.59' west, along said Northarly line 921.24 feet; ' thence North 59.31'38" East, at right angled to the City of Seattle cower transmimaion tine easement raccrdad ender Recording tlos. 3664559 and 2929774, :62.58 :eat; !!1 thence NO--th 30.28'22^ Went, parallel to said power line easement, _2.00 fest; t mance Nort:c 59.31.36" Fant, 4$7.14 fest to the true point of teginninq; - CEPT portion thereof conveyed to the State of Washington for widening of said Pri.rry state H iOLvay No. 5 by dead recorded under Recording No. $109065; Situate in the Clty Of Renton, County of 'King, State of Washington. :.'.at portion of Henry K. Tobin Oanaticn Land Claim No. 37 end of Qovernmant Lots 13 and 16 in S•ctiOn 18, Township 73 North, Flange 5 Last, W_H., dlsaribod am follows: ' w - ,-, 8eginniu5 at the intersection of the [tescerly production OE the tearer lin. of Shied ¢ `d Avenue, in the City of Renton, with center lira of Primary State Highway xo_ 5, _ w.i-'h point is ale0 described by th* coordinates x equals 1,659,127.77 and y equals v, :75,126.72 according to the !ambert Plane Projection for the State of Washington, ' x `arch =one, the maridiaft Of which Projection is used_herrwin.:fry ^- 4. z :erre S=.tA 85.47'5: East. a1_ag `.e Center 1.:.e id venue u34-v5 fit ¢ .=eraeetao: w:' . tar _'C C--un--Y Road No. c3 Su OWV n.{ -� Y �...- - As Third LT% :.venue E.ntersAon) deeded t0 Ei:.g COunty under Recording No. 813638; a thaAce mouth 77•:5'10' heat along the center line of said County Road No. 80, 413.28 ' W - .`Wet; . v � _.^.encs Sau tut 12'34.50^ Bast, At r;: ;ht angles to said renter line OE County Road No. f 20, 229.49 feet to an intersection with a line which is parallel to and 191.72 feat westerly of, aeasursa at right angels, the 7eaterly margin cf said Primary state High-ay NO. 5: thence South 19'57.2G" East, along said =arallel :1na 243.67 Feet to the true point f he54nning; ton=:.uiry thence South 19.57'70^ cast. 782.59 feet: x t:.ence South 59'31'3a' :hest at right angles to the City of Seattle power ,l nransmiasion line easement, recorded under Recording Nos. 3664559 and 3429774, 487.14 feet; "` z-ence sou_±: 3C'2a•22' East, Parallel to said power 1_no easement. 32.00 feet; = thence South 59.31'39" :resat. 162.58 feet to the Northerly U-ne of a tract of land ft�deeded to Chiraeo, Milwaukee and St. Paul Railway Company by dead recorded under nudLtcr's File NO. 3254680; ' = 'hence tor- 83•24'Sg" went along said Northerly line, 139.95 fee- to an angle point t.^ v ..a .r. _a Easterly line of tract 4 of State of Washington Commissioner of Public Lands Scnplexen_al Hap Of Pentam Shore rands; 'Terve North 30102'37" :lest along the Easterly Sine of said Tract 4, 153.33 fact to Aft angle point in said Easterly iine; ' hence worth 74'18'50" peat, aiarg the Easterly .;ria of said Tract 4, 62.53 feet; th"ce Forth 59.31'38" East 805.04 feet to the true point of beginning; -*cv-c_;t V:.N that porrion of «race ' of SiQglemental Kap of Aan=n Shore Lands w ad ac-._n ^an. +T'$ between. t:e Westerly Y_c_ccticn of the Southerly and x ' . t.`.westdrly ria■ o! ma:d premises; _. Hca ce ., _e c _f of Rentofo, County Of fiirc, State Cf Waehzne_er.. P ' troea Portions of covernzent ;,ata .3 mm3 15 in Section 18, -ownahip 23 !forth, Rang■ 5 East, w.N.; ar P 25-10 3r. • n:o of "_'rsct 4 of supplamentaL Y.ap of Renton Shan Land&, lying Noriherly of the Northerly tpundary line of the right -of -xray of the Pacifte Cabot Railrosp Company, ng Westerly of the West 1,r.■ of Sh.attuCk Street of Swithsra Fifths Addit+nl to the 'own of itentan, according to the plat recorded in Volume 16 of P:ata, an rage 33. ca. :ting County, Washington, and Southerly of a line, described as f011ors. Beginning at a point in the West line of Shattuck Street La said Smithsrs Fifth Addition to the :own of Ranson, distant f$ feet hortharly measured at right angles, _.a the Nor_Lharly boundary line of --.an r--ght-af-ray of t'le Pacific Coast Railroad Cxpaay and runniagj thanes, Westerly parallal _o said.boundary Sine, a distance Of 421.00 feat; t.^.enc■ Westerly along ■ straight lira. a distance of 710 fest, more o: leas, to a ,Pain in rho West line of said Government lot 16, distant 265 feet gortherly, -eaftured along said West 11he from the Northerly boundary of said :fight -of -Way; -:ence centinuxnq Wasteriy aivrg last mentioned caurae, a diatance of 415 fest, mora ..r leas, to the Westerly lima of said Tract S; �-XCEPT that portion thereof lyir.q East of the Westerly line cf Stats Highway filo. 5;' 5it_ats in the City of aawntan, Caunty of !Ging, State of WAShingtaa. PsltM L - That portiou of :obis DonatLpn Land ClaAm and of Government Lot 16 In Section 18, -awns up 23 North, Range 5 East, w.il., described as follows: 3eginnimq at a point sanjurL ;a the interaecti.ov of the center lines of Third Yvenus, _n the city of Renton. produced Westerly, sad State Highway no. 5 running thence South 19'56'20- Lase 4ad.la feet; thersce South 77.25.10' West 30.25 feet to -_be Westerly margin of State Highway No. 5 sad t;.a true point of beginning; _`ence an .,ght angles to said Highway S__ -.h 70'03'40` West 19'_11 feet; 'V =.^.once a_ right angles and ,parallel to ■a_:. State 9irhway south 19.56'20` east 320 �I =ao:-c at rigid anclea :Forth 70.03•:0^ East '_91.3'_ fast to the Westerly mazgLv. of CV -:ate v .. - 1a-: ._. 5- i.enceNorth 17'55'20' West alaag said Westerly margin 320 feet to the true point of t:*q r ninq; -x._P: that portion .hereof cap:esned is Arg [oanrY Swper+.orCourt ca,as■ No. 547687 ,or Primary State ilighway leo. 5, sl,ck River to Earl£ngton; .,_,.::ate -n the city of Renton, Ccenty of King, state of Washington. naaC, ?I; -:az aor;:on of Tobin Donation [_aim in Section 16, Township 23 North. Raxbq■ 5 East, �..... isacribed as follows. i 'r at a paint which is the intarseet_na of the center line a! Third Avenue in the City of Renton. produced i+estarly, aM State highway %• 5; gamuts Smrt'. 19`56'26' East 3R9.11B feet; :fence Soe:tt 7-.125'13" Nes- 30.25 feet to chs westerly 4argan of state nig.hway ho. 5 alas the true point of beg±.aity; t-`-encm at V-grt angles to said E-'Oway South 70.03'40- West 150 feet; :hence paraLLel to said State Niq`-ay South 19'56'20- Last 100 feat; thence Na_tb 70.03'40' Hast :50 feet to the Westerly margin of State Yighvay No. 5; :Cenci a.o.nq the ate, North 19'S 6.2II' West 100 feat to the true point of beginning; UC=7'T Al-, that portion of the above description Ly£69 NOrthaaaterly of a line drawn =era::ei •1_th. and 45 fast 5acthveeter:y, s htn measured at r:q`t a:sg_om aadlcr rxr:;_-Y, :a center __ne cf Primacy State Highway "a. s. Black River to Sa:__ 2 Situate the City of Renton, coua_y cf Xie,;, Stats of Washington. `d -T, ,.. :,overraenz ;a: in Sact_sn 18, -Ownsbl.p 23 Horth, Range 5 East, --. and ... Henry F. T_bia 7onat_aa Land Claim No. 37 in the Southwest 1/4 of said :1. :SA c: tracts 2 and 3 a -.d Zhft etrset c_atts¢ tharain of the Comisaianer W r 0 32XIE iF • r } -c Public Land Supplemental Map of Renton shore Lando, said scream new vacated thy ordinance No- :849 of city of Renton. described as follower 5eginning at the mast Easterly canner of said Tract 3 of Renton Shore Lands; ".once Southwesterly along the Southerly margin o: Primary Stag Highway No. 2, a _,.@Lance of 2.8 feet to the true point of beginning; _fence Easterly and Southqrly alonq an arc of a cove to the ri;':: �avin.g a radius of 13.43 feet, an arc da@tance of 106.50 feet to a point of tangency; tae,nce South 59.31'38' west 60.92 feet to a point of curvature; =:once Westerly along sn arc of a curve to the left haysnq a radius o: 394.a4 feet, an arc distancs of 150.04 feet to a poLnt on the Northwesterly margin of the streets Platted in ■aid map of Renton Shore [ands; thence Southwesterly along said Northwesterly margin to the North lineproduced Eaeeerly of the south 550.92 foot .assured diagonally along the Westerly boundary .•hoch if the Easterly margin of Ralnier Bomlevaro of that porton of :over:mgnt Lots __ enc 14 in said Sect=on le lying East of Rainier Boulevard and Primary State highway Nva 2. and North of a Lina running due East `rem the Southeast corner of Lot =8, clock 10, plat of Earlington, according to the plat thereof rerorded in Volume '4 of Plats, on page 7, in [Ling County, v4shingtont thence hest along said Easterly production and along paid North line of said 530.92 feet tc the Easterly W"in of said Rainier 8oclevard; thence Northerly along said Easterly margin to the Southerly margin cf Primary Stator i Highway No. 2; thence Easterly along said Southerly margin to the true poins of Leginni.ng; Situate in the City of Renton, county of ring, State of Washington. fll LJ Q 0 ::oreu oalow are the >>ic,g Caunry property tax accosmr numbers: i82305-9218-07 !82305-9117-08 .52305-9216-05 his covers office address hutldiwg 7-2944.0036-00 070720-01:6-0:L� 000720-0197-02 ^007:0-Oi99 �lwe 182305-9034-09 000720 7209-08 .6305-9235-03 152305-9157-00 182305-9220-03 :82345-921976 122940-0040-4: 7ZZ940-0030-06 722440-0020-08 722944-0020-40 040720-0170-43 '/ 000720-0150-07 =52305-903-n-•04 e e 75L., 0 32 x a x w 2 � H X: � O �h U O ,a n C3 O y N J CD • M EhSEUNT ARBA Description of a Fire Lane Easement on certain properties of Benton Center Associates. Being those portions of Parcels B and C of the land of the Renton Center Associates reserved for fire lane purposes to the bwmflt of Parcel E of the said land, sure particularly described as follows: The northerly 18.55 feet of the easterly 45.00 feet of the said Tract B, and The southerly 71_54 feet of the easterly 45.00 feet of the said Tract C, all situated in the southeast darter of Section 18, Township 23 North, flange 5 East, Willamette Meridian, Ring County, Washington. i40 37_ x • L • i40 37_ x \| /. | i .. -XM I " \ //i///a � \ ar -~--' ------'----- * , ° i EASE.111rVTMRUNDERGROL'\DELECTRIC SYSTEM AMOMMM For and in consideration of Tw aallar ,51.00) and other la,luable consideration, the receipt of u ic-h is hereky acisoTrledged, RENTON 5fplPPV16 CENTER ASSOCIATES, a Joint Venture comprised of Morthtrest 9014iog Corporation, a Washington Corporation; and Renton Shopping Center Associates Limited Partnership, it Washington Limited'Partnership .._. .- !'"llr.rnlnr" irrrm! craw%. turn ••ts rnr! %%Arr.rrl!G P. 1'1% T'101'.\t7 P01CF;R A L(CEff COMPANY. a Washingtun rx� 1•'r.tll,,:r 1-Uran6,, hrrrinl. for 'h1• ..•1 f+•r1: a Iti•tp• 4lal ,wsrm.rnt vadrr. auvr6 and n,Lrr ihr fml- 4.sune n•.:i l.r,-I-rly illi•• "Pa.t, rig" t,..r•.inV King _ - (�matc. Washvielon. See EXHIBIT A r•l r1 my'+-'•^- J }- 77:,Ui ST OF; NOT WQU, kiASHiNGsTafi 99009 1 TAX ATTR TTO%' 7t.T7XBM HOWL01D hxrrpl as fneti b- uthrn+tse sr.1 forth hrrein Gram,:..'s riRhls shall he exercised upon that portion of the Property ithe.'-RiRht- uf 11'at' h„reinI described as fnllolss. -F-14'av_- _'=`----t---�--FitPof eirrirklseo�adrsi3e�aT ..er- line desctiired as follows. She South 20 feet of the East 20 feet of the above described property. .O v N I. fiupm*. Grantee shall have the right to convruci. operate. maintain. repair. replace and enlarge an underground elecuir tr.ursmr-,iW and/or distribution system upon and under the Right -of -{Way lufiether with ad necesaark or canremmt ap- tutrh•ranm.4 itirre.for. which rnar include but are not limited In the follrn+ing. undveyrnund conduits, ra6le communkanun Im.•+, s a.+ltt, manholes, sxitches. and transformers: and semi -buried or ground mounted facilities. Following the mlial con- srrnceian of ifs fa iheies. Granr� may fmm rime to time construct such additinnal fadlities as it Maty require. 2 Access Grantee shall hal-e the right of access to the Rigilt4-Wa+ en er and acro - the Property to enoWCrrartee in exer- eta• hs rfehts hefeonder. provided( that Grantee shall mnlpetrsan: Gran[ar For any damage to the Property reacted by ihe. _•xer- ris.• of s.rid right of access 2. Ulrstrndiinc; Lanleapiurg C rantr may' Ernm lime to lime remm a trees. blLches. or other obsrnicwn ieithi he Rig h:- nf-R'av nrxi mai and grade rhe RiF•itl-of-Wa, to the rxient rrasunahic necessary sary to carout [he Jeet forth in f.araeral+h 1 h.•n•of. prmirled. that follrnyinR amsuch work. Grantee shall. 7n the extent reasonably rostnt? The Rightyrf-11'a> tet, the mnwlirion it was mrmindialel% prior to such pork. Fobow-ing the i>R+riUatEa:_o!G' urtd facilities. Grantnt mac und.•rtak., any ordinary imp rm•rments to the Iandsrapingof the Ril_ l that an treesor other plants shill ha placed thereon which nvuld bt unreasonahly a<pewoe or impractical at rdntee to remove and rlsTnre a- C,rwtar's L'se of Ri)U-d-Way. Grantor rcserces The right to use The RighAdti'ar for any Irurpose not iowniquisewini pith Ihe- nGhls herein arant,•d. 1f:aT GTanlnr shall nM rnrdfruct or maintain airy tnrildhV or other sppnQe an the Right- nf-Wal• which sernrld cot.-rfnre with the ,•s. rise of the rip -his herein rtranted: thaw nn diMAnp_ tunneling or other form of Con- Ii.-MIL on- se; nrhon aclisil% +hall M: drme- on tho Properly a Mch would distprh The cuinTw on or unrarh Grantee's Facilities an the Rtj:diiA-Na%, m endanger the lare•ral supp.irt to said facilities: and That no blasting shall be done within is feet or The RiRbti,f- Tt at s. hw6witaiM. 9y aamtinp and remrrfirtg this easement GTailee agrees Tri indemnify aid hold haarelem Ganser hors any - and 'ail damn; fen injuries and/or damagq Suffered by artg periori which may he caused by the Grantedr e%mcin of ihr rilliAs herein granted: provided. that Grantee shall not be responatble To Grantor for am injuries and/or damages to avy person caused bs gets or omittaetts n[ Grantor. 6. Ahaindraniiie t Th, rrghrs hon -in erhnted slt.+ll runtrnue unt:l surh time as Grantee ceases in use lite Ritdrt.ni-Stiac Inr a I rn.1.dflr.•1.-�isn..res41%e-irs.lnuhtrh-t,-nlllia.n.•m•:nTnhaillerminateindall rro thrr"indershallrnerrinCran- :.,r. !..r..rn.byr rhe! m• .ah;,n.lnnmvnr shall tw rl", m.•rf r, hat'.• .,w., ltrre•r? ht reason of Grantee's failure to inrtualk insrnll :ts fire ei— .-n rho Rr,hr. .lar wrrhrn an+ 1M•n,ef of nm,• ffrrm the dao. her••nf 7. Fuocerears and Alston- Th.• riAl, anti ,:1,11e.r1i„rrc of Ih•- pam,•s shall imrr,• to the benefit of and be hindmg upnn du-tr r,••!.....tn ,ur,.<w 1m ,,nil assigns p_335g 9209590 KJ/AC001 = Z3542 S W r 0 x a x OD .o "Kr N • 0ATttl thrr - ld¢_.. rt.. 4 __ 11�e V1',�,ei GRANTOR NORTHWE BUILDING 'DRPORATION 3 wis n on Corpora ' RBy- Br. � RENTAN $HOPPING LENTER ASSOCIATES LIMIT€ ARTI�ERS!{IP, shing:on Lie" irtner sr: STATE OF WASHINGTON ) 55. COUNTY OF KING j GRANTOR an this (] " day of 'tLJE.1%W . 19_- r before me, a Notary Public in and for the State pJ Washington, duly cottuttissfoned and sworn, personally appeared _� . 3Dr;v-,�, ,j a , to me known to be the ;i>lZe5lT 10 r - a general partner of G.VFFi joint venturer in RENTOR SHOPPING CENTER ASSOC ATEB, Joint Venture, the joint venture partnership named in and which ext cuted the within and foregoing instrument: and he acknowledged to me he signed the same as the free and voluntary act and deed of said corporation as said general partner on behalf of said joint venture partnership for the uses and purposes therein mentioned, being authorized so to do, and that the corporate seal affixed thereto, if any, is the seal of said corporation. WITNESS my hand and official seal the day and year zri this certificate above written. Nctirl Public 1knd for the State washI ngton, residing at n r)TY l My commission expires: t r f +1` ! STATF OF 15'.iSF[itil`Tf)\ t SS CORPORATE ACI. 0wLEDGME.IT OF r On ihi< da., of ;'..[�i.^t,:r_' i,'� " . . 14 before me. the undersigned. personally appeared - ~and -Y -- m me knr n to tur itre � � ,.} r jye}. of MAitTXYiC7�fI1lDi.R& lllis3Tf{tllY the t:orparatton dui a mnwd tate fort pot i ntroment. anti adcnn%0r49nd tho -aid msqurnenr to h, The free and +srluntan am and deed of said corporation, fm the uses and puepmm!herein rm-ntornrd, and nn n:th statrd that HE W44 _ ._. t a atrtlttxiized to exeauc dt. +aid tttslruietratl rtd that ow affr,.•rl r. the m pante said cxpwa itmL - tt"rrn." m•. hand ffixpd the dad and year first abn•e %Tttlrn * V xa .1nibbil:11 Md _for dw Matto( Mlydwttport" .dim A 'JfA !E my Comaissiantpires G! ' • STATE OF WASHINGTON i f ss. ONINT7 OF KING } On this f& day of 4 I992, before me, the undersigned, a Notary Public in and for the State of atashington, duly commissione and sworn, personally appeared ' 'jg,--� ,TAA • ) � , to me known to be general partner of RENTON SHOPPING C£NT8R ASSOCIATES LIMITED PARTNERSHIP, a Washington Ligited Partnership that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said partnership for the Uses and purposes therein mentioned, and on oath stated that He VaS authorized to execute said instrument. WITNESS my hand and official seal Hereto affixed the day and year in this certificate above written. cry � St c d' . Notary ublit i r the tate *osANr of Washington, residing at t My Commission Expires /U}� * PUB"G C� [V CN !1 W 0 0 r' , W v s 1 F j R O R-3358 92090 ` KJ/AG001 235-72 RENTON StfOPPING CENTER Y UNIRIT A LEGAL DFSCRIMON THAT PORTION OF »Y H_ TOBIN DONATION LAND CLAMS 110. 37, AND OF GOVERRMT LUT IB, SECTICH i8, TOWNSHIP 23 WORM RANGE 5 EAST, VILLAM TE MERIDIAN, 111 KUNG C DM=, VV SBIN4'T9U, D ISMISSD AS FOLLOWS: MMI1KIM AT a POI11T VKIc .' IS VM XXT5RSELTION OF TIM C>n7l2iSXZS 01 THIRD AVENUN, LN TIM CITY OF RXXTM, PRDDOCED WESTERLY, AND STATS Hl;BWAY 90. 5; RUIIRIM THE11C7; 90111!! 19.56.20' EAST 488.16 F3MT; THIMCE Soon 77.25'10• WEST 30.25 FEET To THE WESTERLY NA1tGix OF STATE HIGHWAY NO. S VND THB TANS POINT OF BEGINNING; THENOS AT RICHT ANGLES TO SAID HIGHWAY SOUTH 70.03.40- nST 191.31 FEET. THENCE AT MIGHT ANGLES Alm PARALLEL TO SAID STATE RIGMY SOUTH 19'56.20' EAST 320 FEET; THEMCE AT RIGHT ANGLES NORTE 70.03'40- EAST 191.31 FEET To TEX W85Y'ERI.Y MARGIN OF STATE HIGHWAY NO. 5; THM%CZ AoFaR 14'56'20' !+BST ALONG SAID WESTE= MARGIN 320 FEET TO TIM TRUE POINT OF SECImum t EXCEn PORTION THEREOF CORDEMMM IN !GING COONSY SUPMUORt CUOIDI CAUSE OUPOSER 547667 FOR PRIMARY STATE HIGHNAY NO. 5, BLACK RIVER TO EAMIM ". 11 jW • PRiT �� J EXCISE TAX N k �. • � l�rn8 Ca Re�:a�3 u, r.s�an � i§ 1VAL EASEMENT FOR UNDER0R0UND ELECTRIC tIriTEM For and to consideration of Ona Dolfar (31 00) end new vflubw cormserahm, tlr meelpt of vAuiah it hereby mAnowiedged, ROUNDUP COMPANY, a Washington corportHan CGm tor' herml. prem., conveys and warrant. to KXWT &OUM POWER i LIGHT C0MPANY a WrshhVrn corporation ('Grmmea herwn), for the purposes hereinafter set !arch a perpetual eesemant der across and o', the !❑hoeing described reel praprrty Ithe 7hporW herein) i JNG COUNTY, Weshmo. SEE ATTACHED EXHWr'A' Except as may be oOwwoo sat forth heroin Grectee's ngMs sMn be Nwrttsad upon that portion of the Propeq ("'RiSM-of-Wamf heron) dncttitad as follows: A }tight-ot-Way ten (101 feet ;n width MAN fuva (5) seat of much width on each lift m e aatdararm descrbod a fotfows. THE ClNtEWIR OF GIUY FW111 FAM E11 As c0116TN=M DR TO W C0iTf61 -nW, EXTOM 13 OR 11119LO"TM LVM wrt1M1 THE ADME 0Emtfumr M poceep". {TIAs EAiE1EMi MY ME mU UMMEW AT A LAT9t DATE tun A tit]Gt MfT ymm A umm tp'6ClfyC EASEMEIRT OE&C$WT= ffAlf® OR A a11RV" FL =NW SY GRM FOR AT W CWr TO GRIW TEF-) 1. pwpo... GreMaa ~ Mom In right m mnehuck q-fik*, rrr VbL'n, repelr, nplw end Ia an undwWorard recm ease++`ion endror dsMhton aydarn upon and under 00 R hl -o W- r Inaeow Wpm dl N neommsary or corwwwd appLimevorm" fhuelore, ,wird+ may include but are not lmlfad to the b5mmg- H =underground cmiduits, rabies, corn[f micaDom bes; vartfls, manholes, Wifel'"' aro hmnsbmvws, and Sornox tied or ground mounted %c h ns FDnawrg the tnihal construction of ft seah tm. Grantee may horn D -w to Time construct such eddrhonai facMies as it rrmy mWa. 4 2- i=mam. Cxarae.ham tem the rgM of access to ttm RV* -f -Wiry rete NO rum the Property to amble M i Grantee to crerese rs PSM hmunder, prmided, that Cr wMw 00 composes 13 fw x for any dw. to Via Property caused by the drawee of said rqM of 4: bss 3- Obdractkxm; Landecephq. Grantee may hom time to tree iwxfte trees. bratws, or other vAthm the RVA-W-Waf and rawy levet end grade the kWt- -Way to the *Awl reasonably necessary to csi�y out the ptnpos s sal tartly in paragraph 1 hereof, provided- that blovnrry any such work, Grantee shell, b the esderrt reasonably "Nmble, restore the Rights( -Way to the corrdimm it was I P mbm9 prior to stmh work FMmwq the wdUR bon at GrutW& undergrWnL fonfAm. Cwwdlr MWy tmdllt&e arty ordomy hrlpnm&w llb to the lands� ct the Right -of -Way. prmmM tht no trees or atlser pienb shall be placed ttsReun_ which would be tprreasonsbky a � or inrpradmAW for C4vd t to remove #red rraicae. 4- f nv0peo Gat of R ial-01 116y. Grantor reserves the right b use the RVC-014ay ON any parpoaa not "%vasavvere with ttn r*ft !men rodnae- provided that crovtrx sn/R rot mrubruct of mw,tom any all dit or o2m stnaYhae on the RipM-&-Way. whit, walla lrisrtw wdr Cue embrafe of the fVft harm grwwl that ra dWng, tunrtetmg or otrnr tam of consOucb r ectvity swan be Bene on the Property vAW woujd dmhrb Ire cornpacbm nr momem Gnm tar's lac4b" on the Rrgt - Way. or anderyer foe labral V4*01 to said trc.;ii ma: mrd !ort Tia blasting sham be done w0heh 15 feet of the Right-oVAI*y. 5- wry. By i>ebap>0 mis0 reeadh V* opwn art flramM mgrame to irtdmrrrrity wed hop hw alae Graml r from mry u4 M cfairrrs 1br Y>l xln wAAw A ' I nam sr f1i by arty parson. PONd may be arced by Ore Orwomm's emcfe at the nyhfe herein ppm ; provyed 00 GrObe still TO be MPOnlaw 10 CWKW fur arty at�urimc mrWor cava to my person CPAM by Of OF onnsSMM of C+rtaeor_ lf- Abwrdorm emL The rigtes heron 5p _3 some cor4"je mW such torr as CWw4 m chases to use the Right -o( - Wry for a period or floe (5( armemOra years, in wtc;h aver gris emfmmWrt shelf fie 10 to arse or mipft monamtdmr slum revert to Grantor. prvvded Ont Tia eeersdu>tmom ohm be deemed b5 tnvm oaarred ay memory at Greraws hrdwv to ,mt,@rfy rnstam iC tedmbas m the Ri*d-&.Way wm* "Period of *m from R+e data Iced 7- Sumossors and Aesigm. The r4" and oblgmaom of the pubes shall are m 00 bwm tt of and Tie tb1mb upon V/ rapaetrve sir=— end msugns. 78837 1-79 XMACMIA M112 -M 23'5-71 1 • f 1; 32 ,u DATED tfis.__17 +.rya OPANTOR :�, ;Oroiwr�w" �1 By_ • ORIGINAL MATEOFWASHMMM } CCXjHTV OF Ne �; �+-. Ar.� $5 Otr ra "? % 1 B L`1` 6Non rm, a Ff�r7 P�6�t N �d IOt tlr� So dYay p ---mord and --ji. pwswwitr wmmvd SC's., +� b rrm lg— w belha �`�lf /fir.-.-a7E.✓,' and '�a�ctiwly of P Mie mpwaeon ifrt eze�d the low�g �rtfMl, aro arbQted�d the pid ststriwov b be the hes and WAxWy ea and deed of sad mfpgratipe. for dro Lass and drpodwK+ nod and on aMb staled that th" mXhor¢ad m ena,te tha sad imnmot. ORIXAi W04 Pmt Name: ��'C�7 �✓ i A—eq PdW4"� TRAVIS d Nowy Pubic r w bf n» sto. aatt, w Y4�pYYSS�OM1MrPASM meq.. ewe 73 0 I * 0 9#05112 XJ/ACDOI 235-J1 ROU1pUF COWANY 0 EXHIBIT `A` [Pa. r , of , , rAS aL A: ^_!AT F RTIOF OF WMT w- In7MIN DORATIOA IMM CLAIM XLVWR 37, AIM ]F :,7YzF!C'�itll S :] :7T SECTiG1D1 la. :DWMSNIP 2) 60R, . ?AMI i RAS UT -mum i. 1 ACS^ 4 or "rUp=TAi. NFP OF EL Tl•:4[ LXNTS, aMCMUM AS rljA Gj pFS:!V!V3 A: TIM I:F7"3ECTICN OP rn wzSTIlI.7 FR'-;IC:ICz' OF :dL ,U=U:.:FS OF .R --JVD AVS=. 19 Ta CITY Oi 2=ow. rIM cern-,'_.-.n dr P amy srm HIC,may was= S, micz Pon IS :+L80 VESCIA3EID 8Y nM COOROIMT&S x 97JAlA 1,154.177.77 NV r t2MU S 72, %,-rmi?c TO'_'R! LA1=7 Fl.ill'£ PR=eftop M -!n STA::' !•F wA+I1II:1MN, )MI P12, THE P=MIW OF MIIICR PKTECTICR I5 :SEL' 1!":.R617: 7Fe-'N= S^,,rrg !8.4C'50' EUT. A:,C!a+ +•7fB CEN7110a.2Nz. OF 5AI0 TMRD A':EN.:t :74.05 F=. To As IlrrtgySimcv WITH Ta CHI:EP.L'Ilm OF \i#EP " ;Az40 T?!' -AD avguT �* �arsia[s1 :)__::U = II11G 101pr'1' :.I emw 2r-='=., W. 913638; .)fENCI ;M - f 7?+.S'11' HEST x:.OIKi7--E5 CENTEYL:'C- OP SAID ^_OtNr 71.Ci') `r'1AYI PC, 413.21 rm; MN_ -E .^.C^!i 12.34'SP` FA.9T. AT 7;3R' A=LM :O SAID CZMrKR:.= "P Cit" w:AD 8Q. 8C, 3a.CC FLET T9 A POET OR TRS so7r ERL_ !CUallS .^.F SAW CCi1l N RCAO MO_ 94 RM TU TM, PO, -W OF BEa:WE� -.,; "-rJI C=T,, 'lX 506'.1 13•34'sr EPST 134.49 FEES m Am :-T--AS OR lc' -:9 it "M VHICK 13 PARALIai". TO Luc :9..2: FLAT Or. 1lLA.S'.IR= AS LTCAT Amum. ':SL wES-rERLY PQMLN OF 5 s.7D PPIMPM S?An HIGHMT IID. s: -KFiC7 30-77-7 13'5"27• RAwW. AWN-. SAID :.an, 211.51 zsCr S.r_ 53'1.'35. 1KST. A7G9': 7tR"- Z'7 :,1L f:iT or i7MU TRAMSK-SSIOR 4:111 Y:$D"l RWMODW LTICLR RSCTICL v -V-�S. 166451g 1%V 3429775. 605.74 rat; Tv 'n PJSISR:'T LMM Cr a C! 3n 7F Aw Ixg1{F lmllA :Tl/ [S2cm Cr PVEL.0 tANZ CF 2St[T'C6 S m LNM. "+:^-_' _ 110..Tw �a•� t9.31'?E• HEST 10 FU-,, HURE v:� ' £. 'C OF -MC-. a ?F S:-,-4r-DM[Z7LL !4,- C= p":1X SHw.EZ :w = WRL! ,L:.M SA --C M -=L;' CI1fR TO -KE *n-cT W[THERLY "• -L OF 5.L"B 7UC: c. M0 •1[iLS --071]88 AL4o LIZ'S oR THE O rJLS' -LT IOLR4 F OF A S7. ::. FV% iR I!'.L'Tlt AS 7.&T -M ITi SAM l4 =�:-a'Cx:k. MV CF AW.l=!aO SRi LYUS: At= SAIL EW--L-LY 1-A -N OF SX= ]r 1G AN llCF A=S[Ti6, TRF C"71T'ER ^-F f+RTCtt VzMK yCR'",. -----AWE aF '1.52 Fm-- :7 . - 'J--TM-LY --ttM Oc-:iCT 2 OF SA= SUFFLZMENM ma rlg w= ":: a-jm LA -Am: -+FFvE AC,'�RGT1i6 rR"�R'.Y v17rL OF "RKt`. sklo FEIF =Y 5-47,41 :AMXS 171.47E ", r�RE GZ 1681, T1 T''�rlOi= 5:77FMT PCT OP A S-.R,:D 07 :Am P[, Tb TR3 ::T OF SSNDW 3T 2SM :3= XZCCRL= no_ 5264791: ='EFiI-= '-0R"A=kS-EKT k= T7M t LT I= or yAm 5Tx.IP 7. _ w= -'r ".'&t ><:LRt, m IADIA:, C7rQ 4F YMCL BEAILI SO iE1 '.2•J_'J�• ZJ--, 121.84 -Pn. .LI ARC .^.ISTARG CF 276.14 FEET PC':!r' _F RWVFJSL :AVL, TFC xvr, LT ALM AIC ARc OF A e_Vm. :-2 Ca, C! WHIM MRS .TORT :6.43'07' Vm, :,7C_00 -=, AN Aw DLTTAMC' 4F 115 . i0 1'EaT TO A ro= OF 7%mc CT: WW. TO *IM SOD -.N l' LM CY -,VImw T M. 2: 5UF AEL9T=T .Ala Ln=:,7 ALSG VASO S=RIML1' LDM -J A 4' 15-- "WM 3VM 10M ')'7'23'1.'3- LIST 18{11 I= Ing POlw- of :1.31-m; rRTP or 'Am _.3mrTCa :6 TIS =_TT :F Ti07M' FfM :1[ PD AWLWF [T a= IWORM ClDi2l 2E"'2♦7'3.,, hC. 520971!. PAi.-i_ 2; ^j M7! -'or 'r rMy 1_ ?MTV 0011: _0] UM C-ArK 110. 1-, AM W MLCR- 0, 3CR�I1SlM AS FD'...�85� SEC :+";"rR3!'r^:IOIc or OXSi'fjt;,T 7RLc.7CT c$ OF T11� -EA-.0 :Iwr -r Tum Avt=g. ;r te. : ri[ :•F REN[Ci_ wj:U :aE C'C'{T« 1..31E Cf FRDi1lT S:A:'L HI-IveAT Mo. S, ftIrn M=r :S AL9+D O[SC1,Iw 4T Tn cxmi AT2]I I mms 1'6Ef_I]T.'l7 AM T QwAi .'4 12=.77 A=4CIM TO TRK LWOUT MARS r2(6E;:1CF PM 7N :S -SID xmrxC ORIGAAL I * . 32 -* I I • 9J45112 KJ/A=l KJ/ ORIGINAL 235-71 RGUL1" Cuwmy E)Ui.v.T '. PrXCE SOUR 11.40.10' EAST. M&C TM CORMS LSM! OV 9422 TRIMO A`/L.VJE 234.05 ►1ST TO Rif RITOtRLLTIOM MITM TIQ Carni LIIR or C311iTf KOAD NO' 11) '.ALSO VOWAn 2WRD AVE= 1YTEJ1JISIOM! 0¢EOm 70 R;NO ' VAM JjWn vmcowmlem :10. 1174471 :TII'w'-_E 50:,'!71 17'21'10' MEET ALM THE CENTER I.IML OF SAID COl>T7'I T;=?4.'m SCOTT+ 12434'59' L WL 1T RIyN: AI 141 TO MTV Celli LIME COO::iT ROAD IM. 10. 129.19 Fm To AM trmstCl'IOM MITM A 1711L wKIr41 i5 FA RLL.EI. TO Alm 191.22 FE77T IIESTOIL! OF, fdm5wMC AT "cn 1WCLE$. ME WCBTERLY H7mxw OF SAID Mu"T STATE RIQIMAY N3. 5: :PENCE som 19457'2a- F LST, AJ3R6 SAID PAAAUSL I -M 524.25 FTi1T Y TO ''iii T= POM OF LIRGzfnri ZKOCE CONTMIM IM SOXT.'S 19+57'20' SM. 1911.35 FRST; - T.MM AM 70.02' 116' EAST AT RTGdr ANGLn TO SAID 11JYMY MTE N IWMAY NO- 5, A USTW= OF 191,12 )!SI 'M TRZ M1WMLY kWI1+ CF SATO PEDWY STATE RM MAY M. St TMCE SOVM 19457'20' MOT, ALM &ALO WCSTZA.LI IOW,11, 165..2 FFFT 70 IRC MrTT45tL7 LM OF A TUCT OF LAID 77EUM It CMC1140' . V.jLVA.f = ARO -. PMR, RASIMAT [(PAIL! BY TMD ==C= 4CQ AC_ott>;IIF,' no. 2354610: _ TIM= ?VR'PM f]'24'S)' WEST_ ALM SAW POWI"AERLT LI716 921.24 SEE+; .74L'ICE 11UTH D94?7'71' LAST, AT XT= AK= :U THE Clic OF t S2114-1LE P0l1SR :FVmcmIOR Li'►.R IL7Lsewr R11LT =1 jw.! ltf['== ' *M. 1944559 AM 3429774, 462.51 i11E70 TILE-Vt !tyl'II1 37'21'22' 10M, PA1J4141, TO SATO POIfER LINE N Z;6MlWT, 32.01 PIYT: : TI --LHtX;L FtiR:4 SI'31'3L• FA.' -i. 4E:_14 F'6R'i TO TRE TI= MIRI Of cm -m IY_-; 6QCE?T POMON TXWZi.^,F COMETM n ."iii. STATE Of ULU=-.Q► FOR M'T,LV.1c OF SAID r1mmitT 4YA7P stra 't NO. 5 BY om t -'rte dszl';x G Ma, sTC9em ji11Yr-L •Jr : % RAT POMOM DF =MY A. TVUN DOMA:.9M LW -L M SID. 77 An OF �;"V47•3 F* LOTS 13 410 16, SYS' M 11, TQNM.P 23 Pox , "m S v46: W'K.. IM YIIc -'oLj fT. WAS1EIll:1m4, L'gIC1IDW AS FOLLOWS: BSG=7m:,K AT Sit"n Urr-SWTIOM OF TI% WWTERLY -001 NOM OF TRE . c,;,r-•a :,fie or Tx= xvum, -W :ME CZ^' OF ■tv op. wr X TNR ^ tire F'.5 O7 Plt'IWIY STATE 'RI=Mr NO. 5, IIRI •N PO:Ir IS A S- - i'SSC'3I/55C IT '1+lE k iCi-11i6 1,551.2.77.7' IM 7 lOOA1B 171, _.4.72 .R__:.TII=W ". ,As LSE# P LAIM ylanCnI r SCR -7C STAT[ OC rA;AI:yTJtP, vmm 400. -,-LE bwEmrxw OF M ICH P1Ik3Zc=W Ir. t4ar, .4E2£ilf; ;FEIME :^:'E 18.40'50• LAS", At= Tn CL7Fifi71 SIX: or BASO _j= AVFN F, 274.05 FUI TO AN 1Iff1RZXC'.-,= 11:19 TU ClMfER LIRE OF C U?,-. r R= M. K JAM IQC M1 AS = ATOM E7.S'E115ICIFI =E= kIMG C'Of] T IM12 R021XP BG R4, UU83; SC77ri+ 7-7-2VID' REST AUM -W CLL`L.R LIME OF SAIL IXAW„ ROx7 sb_ 10, 4_1.21 Pi:' -7 72.14.AT RI_;HT Lz 'i CCLN'Y ROAD RC. 6C, 329.49 rwr TO M mms9c im MZ:19 A L5E l 570A IS PAROL:a. 'O MM 191.12 FnT MISTMI ,T OP, IM!Ri>•:ALD AT v•_�r_' AR'um' TIM -owr r vA2= or SAI" PR3DWY MT. HI6 my xc. S: 7-7S,:E SX9 _9`!7.90• LAST. A = SKID DUAld.l s L -W., 243.67 ': -0 TYs -TUZ POM Cr 39GD f' IRO: 'lXN'-$ -Tlwur p SOu.H 19457.10' LAST. IF3.58 FELT; TIEWE SZM 59.31'31' REST AT M=r AMLAS 1O TU C' TY CF S V,T-Li 7OMS.i '_SAFSFIiSs-:w NILE w'zmr,, "Cog 117 0'mm RE�'^RD:MG 1'33. 3444559 AM 7519774, 467_.2; -T�-^E SO "M. ]04?1.27• E1lT, VADA -,M TO SAM POM :-M FA�iFS.:, ;2.03 n=, S*V :i 59'31-31' RP.:., 167.51 rM TO lib II .(ALT LTFE OF A--L)L-, CF L.AMC CEO= T7 MILU 'Ilm= AND ST, PAUL 7:ASLT41] c,v3,A_+rT aT MOD Rfmimlo two 11no- 3254680; .WACZ MOETA 13.24'53• MLf'JT ALS 9= P%tT10ERI,T LTX=, 133.15 Fci^ M AN A60= 10:7 ;X = EARLY :,XE [SF -61-77 4 OF STATS na xA:.9Ifa7?O7 C *95I77ICR OF KMI�- ::d>t5 Sv 7I.5711ri7y, 791E OF :ifEIIC'I FL^7777 3.4_^."37' 11R`f A:.= = &u.-mEl'! i,IW[ 5F SAm -AC 4. _61.33 ME :i7 Vf ARM -E L;Q-'I:T 7 SASS US'12Li LIRE; ' L""i17F 'A7i M 24.1111' W=. AUM THE LILSTULT LIME 95 SLM -AAC 4, 6;.53 EnT7 ',N -W:7 C_E:r{ 53•}1'31' EAST 805.71 FEET :v TES ala PO'_'A'T OF EEG MINI: 32 I 0 9405112 Kd/ALOQ1 235-11 RotopIF WWAXY FXHIBIT "A' �pa_r :, k,f - ) -OOT'WrR WrrH THAT PORMCK Op TRACT 4 OF Ift SUPPI.DWM NAP OI RUWmN SNORE LAM ADJOINING AND LtiHu Bimm Tmi virr y ;lRCOOC-6:9R OF := SOUTKNXLY AIM NOR7 MLSTMY Llfry!:i OC SAID .;:R"Ta FS . ;}AT vCgl':O,t OF RMT F. TOW D=TIOx LAM C XV4 KO. 37, AMD OF CT:Lrv34''�1: L"'L 16. SW7109 18. TOW"'12 23 NOWMH MACS 5 LMST s'.Y.. I'< 11PC CDCRIY, 71A4R IG':t`.1[, OR-MVI.E813 LS POI.LONtr 'F..7r- Y7G AS A ?O --RT WH. -CR IS THE IIr7W0PT.M OF Ta CE'• -TER .'..:5SS OF -H*JLD AvVFU. IK THE CITY OF Rmrn.ii, FRODUcm MAL V, kw.7 'MATE HZG-MY 1:0. 5; ='* iin. :7ZFiCs &y - - ..n 13'56'-'0' EAST 499-76 F£EI: .'1,.;V,w S!t.*IH 7,•IS,IQ, TAT 30-25 FSSR' 7^ "-" 7/E5T�LY MARGmr OF 5 -ATF '11CNWA7 MO- 5 AM TV-. 7163 POIle' 4F VWL VIERS; LW -T AT RZMM AIGUM TO UZ RIGMA7 SO= 70'03'40• WATT :9.31 FEST; THERE AT IT -WT AXGLIS AER} PARAL AL TO 9X_-0 5- %TE g=M? SOC -.N 14"56'70' EAS: 320 FLET; K --E A: E.:LGE' AWLZS NDM `6.33'40` EAS. .ii. -3i FST: .9 NF----fn-.Y OF STATE HiG ay no. S; 7YEDKE ROXX :4.55'20' WEr iLaM SA337 Wt KMIN 320 r� "O = � TRUE KIR-7 CF 9P",,:FH70G; _r._H:: mgmMaF Tz-:mwr C':1nLium-0 xs xm OO -11r:* SOPE'R.10a mm: G;ISE 1.'G. 54766` iVk PRn%ky ST -T2 II16?M1R HO_ 5, SLA4L RTvipz 7D iEAR�:IL FARCE:, F: ::tA7 PORTION OF 1I$ EMT H, TWIN rMTIUN LMD CLAIM M. 37, S5CT:09 lA, TOMa57QF 23 MYM. RADE 5 Vzr M.K., T6 Rtw coom T, i pslUAoTm. D7us(3IESD AS 3'wa-ms ! 5&;I3-TE'EIG AT A -,)nrI vwzca I6 TU i>-.WESKTIgf OF TU CaffmIM OF TFIRD :. ERE IN TE? C-^ - OF MRr.371. PROcu= WLSTa:L=, W STATS HI:--MQT NO S- -Xls P 50R:d 13"55'20' "Z 389.19 F'C.@T'; 17L*2L.rE SOCI'E :7.25'10• WIM 34.7E F387 O -,W K1S'i>a:.Y MARM OF S -AT! RTSjF,gLT NO. 5 ARD TIM :M POT:r OF 68 rff,- R. :KgE K AT ilG7T AmULRS TO 4AID =26FAT SMTK 79.03'40' iwi�r 150 rr7r .AcT - 7ARAL:S4 :L SAM S -m -.E RTO7:VAY SOCIS 39.56'.O• EAST _D7 D= N00"H 7d"03.47• FAST 152 Fir. TO THE W&S-rZ,T,T E9LRGTW CF 5 74"E HISWiAT NO. 5. lilacr AIS M SAIL, YOM 19.54.2^_• NMI 100 FES :0 TEi 114130 PpL%T ; F ov'"A1Iic; ORIGINAL • 32.11 F[LRCEL DT -'— A:,L Tnst FOtn= OF C,OYE4mmrr 11715 13 ALPS 16, CLCTIQx IA. :TTW:!P 23 MORTd, SAW% 5 URT W.N., IM Km COVlrrY, MASKING=. LAID of T 1CT 4 OC SUPPLOG.Yf KRP OF RIDim SAORS idu1D6, LY1.Rn - r:ORT14-.RLY OF 7"Al BORTMLT HoUNrARY LIM OF TU 74!Gr OF -MT o: ',7E W'--FI-1 COAST RAZ:WAU CUPANY. 6Y:M MR9TS3MT OF TU WM OF 50fl'Li'LP'..x SLRZrr OF SKTTM;RS FT1•TM A&V " O f TO T11F TUM OF F3:I.Ti. . A=RDIMG TO TM FLAT TIERa9F R&CORDED 33f VOLUMT I6 C2 i71 0, PACE 33, :1f XUAS. COMM, 5L NT212T1%i, AND SOOTMRLT OF A L=AE. 7. ' --RIBW As POLT4W! 4:�I3r::I7G AT A POINT IN TIM TIEST ISRS 0► SRATWCL STRmrr TE SAID "!-Y=S FIFTH. AMMON Ta TRE :'Olm or RENTOW, WSTUT 15 FAST KFASURM AT RIGIii LPZZS, FROK THS I47RTE=LY BOCRMY Q% L:7 -v OF -TW RIG r -CF -KAY OF TSE PACIFIC COUT RA3MAO COWANT; • .7 AAD RGM1CM TAMS W991 ,Y PRPJUsLll 7O 5AM SOUR MY I=, A iiSiN\�!R OF 425.00 FIS: 7:UILT WL77 RLY ALOM A a:RAIGINT LIRE, A DISTM C[ CF 710 FM, v 1 --RE Cr LiSS, IV A P010T EN :110 WEST LIRB OF SAID O*W9NO2MI IRr 16, DIS:737 265 FUT WORTML7, NKLSV= AICK &AM WSTr LIRE �� -1iE ti�RTf1&RI,!' >I�ur OF SAS ttlraT-OF-WLY; 7iM-T CON-ITMU WESTMY 1144 LAS. y17aFI.=W aX'M, A SIS �-%Nc-- OF ALS P=, man OR LG59, 74 M WET'"LY LINT OF SAID 7AACT 3; 7VE,T 7FA7 FORTIOn 7aR9OF LYING SPAS`, CF �— HCSILR:.T :.INE OF HIC,Ii474Y NO. 5. PA;C— :. ;}AT vCgl':O,t OF RMT F. TOW D=TIOx LAM C XV4 KO. 37, AMD OF CT:Lrv34''�1: L"'L 16. SW7109 18. TOW"'12 23 NOWMH MACS 5 LMST s'.Y.. I'< 11PC CDCRIY, 71A4R IG':t`.1[, OR-MVI.E813 LS POI.LONtr 'F..7r- Y7G AS A ?O --RT WH. -CR IS THE IIr7W0PT.M OF Ta CE'• -TER .'..:5SS OF -H*JLD AvVFU. IK THE CITY OF Rmrn.ii, FRODUcm MAL V, kw.7 'MATE HZG-MY 1:0. 5; ='* iin. :7ZFiCs &y - - ..n 13'56'-'0' EAST 499-76 F£EI: .'1,.;V,w S!t.*IH 7,•IS,IQ, TAT 30-25 FSSR' 7^ "-" 7/E5T�LY MARGmr OF 5 -ATF '11CNWA7 MO- 5 AM TV-. 7163 POIle' 4F VWL VIERS; LW -T AT RZMM AIGUM TO UZ RIGMA7 SO= 70'03'40• WATT :9.31 FEST; THERE AT IT -WT AXGLIS AER} PARAL AL TO 9X_-0 5- %TE g=M? SOC -.N 14"56'70' EAS: 320 FLET; K --E A: E.:LGE' AWLZS NDM `6.33'40` EAS. .ii. -3i FST: .9 NF----fn-.Y OF STATE HiG ay no. S; 7YEDKE ROXX :4.55'20' WEr iLaM SA337 Wt KMIN 320 r� "O = � TRUE KIR-7 CF 9P",,:FH70G; _r._H:: mgmMaF Tz-:mwr C':1nLium-0 xs xm OO -11r:* SOPE'R.10a mm: G;ISE 1.'G. 54766` iVk PRn%ky ST -T2 II16?M1R HO_ 5, SLA4L RTvipz 7D iEAR�:IL FARCE:, F: ::tA7 PORTION OF 1I$ EMT H, TWIN rMTIUN LMD CLAIM M. 37, S5CT:09 lA, TOMa57QF 23 MYM. RADE 5 Vzr M.K., T6 Rtw coom T, i pslUAoTm. D7us(3IESD AS 3'wa-ms ! 5&;I3-TE'EIG AT A -,)nrI vwzca I6 TU i>-.WESKTIgf OF TU CaffmIM OF TFIRD :. ERE IN TE? C-^ - OF MRr.371. PROcu= WLSTa:L=, W STATS HI:--MQT NO S- -Xls P 50R:d 13"55'20' "Z 389.19 F'C.@T'; 17L*2L.rE SOCI'E :7.25'10• WIM 34.7E F387 O -,W K1S'i>a:.Y MARM OF S -AT! RTSjF,gLT NO. 5 ARD TIM :M POT:r OF 68 rff,- R. :KgE K AT ilG7T AmULRS TO 4AID =26FAT SMTK 79.03'40' iwi�r 150 rr7r .AcT - 7ARAL:S4 :L SAM S -m -.E RTO7:VAY SOCIS 39.56'.O• EAST _D7 D= N00"H 7d"03.47• FAST 152 Fir. TO THE W&S-rZ,T,T E9LRGTW CF 5 74"E HISWiAT NO. 5. lilacr AIS M SAIL, YOM 19.54.2^_• NMI 100 FES :0 TEi 114130 PpL%T ; F ov'"A1Iic; ORIGINAL • 32.11 4405112 Kd/ACp01 235-71 NNIl4 W CMANY 11 EXHIBIT RAI WV 4 9f 4} VRIGINmL 1 0 0 EXCEPT ALL TRAT pM7CM Q! M ABM DlSG�SlTi0f1 LYIBG NOITt. OF A LIrQ D�1IM VAFAs;,p. y m", Am 4; rILY SOL'T7,'1V9TIAI.y. Nm �OAID AT ABMT AI�1E5 Afm1DR M1ALLY. LsIIB or Pftl?aur 9Ta►TE Ntc�r.Ar no. s , AyAm RiVEr SULL rAcrl. c: CP W-MRNW7 LOr 31, XamoR 12, TOIN9p 23 7KRIR, RA= D TTi=.LA tM > Coorm, Tf mom. MID OF p1my N. t 2 37 � Tn 9 t 0 0 s QWjan Qt SJ►Ip AM of TIACT& 2 TRACTS O .t�F OECTN.E AND 3 �7ZiA �ammmv 5?IDRS LAM, U= STk Tr pp VACA� powac UAW ��p�PAc MAP or ea Q CITY Ci REWM. Ot=,—= AS F9'�LTW �I MD. 1649 OF 4 rl 'Im GMTIMAT Tl45C LgTE;�r 01 SAID TRACT 3 00 RIM" smrwmmg r mY ALM Tn swrn&LY mmulm OF PMtmmy rml I nwo DP a. 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NKMM 0903M 33MG COUNTY ASCO" SAID POIr T REARL'!4Ir Nt6'02 3I"W 33273 FIST FM M THE NMT SOUTFIERLY CORNER OF SAM PARS. TO A POW EMONAFTE3R CAU" SE FOR THS FROM SAID POINT OF i1EmANG N ww40'E 2510 FF ET IV A POINT d ISA CALLED POIATT "A' FOR RE EEEMM THENCE N 58'S4WE 138.19 pa FEET TO A POINT HIEREViAPIE1 CALLED 523 FOR Rte; THE NM S3 [4643E 18.20 FEET, THENCE Std` .V44'E 35.54 FEET TO A POINT HEREINAFTER R rl CALLED 414 FOR REFERENCY~ THENCE S15 W44 E 9.61 FEET. TFENM S9244254E L7 163.96 FEET; THEWX ST?M31 "E 48.11 FEET TO A POINT iEREDC1i FER. CALLED 569 FOR REEER Diu- THENCE 57Tw31"E 321 FEET TO A PC IN 1HEREINAFTER CALLED 557 FOR REFERENCE; THENCE S? 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CALLED 313 FOR REFER84M- TFID'CE S31114r54'E 28.72 FEET TO A POINT HERE IINAFTIER CALLED 315 FOR RETERENM THENCE S31"10'54'E 273E FEET; THEI4M SW191VE 116.32 FST TO A PORN[ 1WREINAETFRCALLED 3" FM REF TLENCE S30"LYL6'E 62,40 FEET TO A PONT HUE NAFTER CALLED 4H FURBIMENCE, THEE S30°19 VE 144.08 FEET TO A POINT' TIEREINIAF[FA CALLED Mg FOR Rte; THENCE S21'40'0o'E 44.35 FEET TO A PONT HEREINAFTER CALLED SFA FOR 0] REFEREMM nflEN E S3I`2GI 1'E 3418 FEET 70 XETtJRN TO THE R? AFORENIENTIONED POINT CALLED Sia AND TW TERMEJS OF TEAS LZME AND N F.ASF30 NT. C ALSO BEGINNING AT THE POWT EIRE CALLED 414; TF Vk� FROM j SAID POINT OF BECtiNNM SO4=5616"W 16.65 FEET' TO THE T ERMDAM OF THLR L TH AND EASEMENT. ci ALSO BEGIKNI0NG AT THE POINT HEREDOWFORE CALLM M S THEMM FROM SAID POINT OF BEGRII UNG N16 -31.47-E 25.7rF ET, THENCE N24"51 SO'W 24.66 FEET TO THE TFRA4 S OF THIS WE AVID EASEMIENT. ALSO BEGINNING AT THE POW HEREDBUME CALLED 57; THDACE 512"I4 orw 153.44 FEET TO A POINT EB3UWq1FTEIL CALLED 40 FOR REFERENCF- TEEZXE S I9" 33% 6'W 3526 FEET TOA POINT 13REDlAFn3L CALLED W FOR REF1RENM AND THE TERNGNUS OF TWS LiiE AM EASEMENT. ALSO W1 GEOQNG AT THE POINT I� CALLED 4W TTIENCE MW'G832'W 14.61 FEET TO THE TUtKWW OF TM LDIE AND EASEMENT. ALSO >EGpff4M AT THE POINT FARE CALLED +IFS; 7MICE FROM SAID POINT OF 9EGODa i4G N5911956'H 13.19 FIST W) THE TERM111Ml5 OF TEBS EINE AND EASEL L+NT. ALSO BEGUQOr(G AT THE POINTS CALLED 4335 TFE]4M FROM � `W • SAID POINT OF SEGROUNG S59'2 MV 31.82 FEET; TLS N2r37WV 23.40 FLEE TO THE TFRAIINUS OF THIS 1110E AND EASEMENT. s s m ALSO 2101Ql LNG AT THE POINT IMR ORE CALLED 549; THENCE FROM SAID POINT OF BEGDvGNG S59°29 -A w 16.32 FEET TO A POINT FROM WHICH THE SLDFIR4ES OF SAID STw LYM 5_o0 FEST TO THE 1,FEN AND 24.00 FET TO THE RKW OE SAID LM THE lNC'E S%P" 5M 42.96 FEET TO THE 7FRM[NU5 OF THIS L DW AND EASEMENT. ALSO SEGipUMG AT THE POINT HEREINBEFORE CAUED= THENCE FROM SAID Poeff OF BEGINNING N59 W4V E 326.54 FEET, THENCE N09'13WE 95.99 FEET; THENCE Ngr464Q W 14.44 FEET TO THE T UVUS OF THIS LINE AND EASEMENT, AT A POINT ON THE NORTHERLY BOUNDARY OF SAID PARCEL ALSO BEGUOM4C AT THE POINT I 'URE CALLED 532; THENCE FROM SAID POINT OF BMMM 559°29 NV 16.32 FEET TO TM TERM NUS OF TIUS LINE AND EASEMENT. le ALSO BRGIN ING AT THE POINT lffiREDOEFORE CALLED SK THENCE FROM n SAID POINT Of BE(Me NG NN5E MZ -E.105,71 FEET; THENCE N47 -3F05 -E 200.69 CD FEF. i. THENCE NO2"AI*58"W 59.66 FEE[ TO THE 7ERMMJS OF TM LINE AND EASMENT, AT A POINT ON THE N MTHERLY BOUNDARY OF SAID PARCEL. ALSO BEGINNING AT THE POINT FORE CALLED $17; THENCE, FROM SAID POINT OF BEGOMM N592g5 M 1324 FEET TO THE 7FRWWN OF THIS E LINE AND EASEMENT.. ALSO MFGUWNNBYG AT THE POLNIB EREffiIIaORE CALLED 311k THENCE; FROM SAID KKNr OF BE{I]NNLNIG N28%9'53 -W 53.10 FEET TO THE TERM04M OF THIS LR%lE AND EASE LIENT. ALSO BEGEVNEWC AT THE POINT FmeEirT6EFORE CALLED Sit TFMNCE FROM SAID POINT OF BEGINNING N2r2W WWW 62.43 FEET TO A POINT HEREINAFTER CALLED 541 FOR REFERENCE; THENCE N2W XM W 9.93 FEET TO THE TERMINUS OF TM LINE AND EASUMNE', AT A POEN T ON THE NORTTLE RL.Y BOUNDARY OF SAID PARCEL.. ALSO NKCi1111B4G AT THE POINT HEREINBEFORE CALLED 361; T IEWCE FROM SAID POINT OF LIMNING S61'3M W 25.36 FEET TO THE TEWII' * OFT= LINE AND F11SEM[ENT, AT A POINT ON THE MORTHMLY BOUNDARY OF SAID PARCEL, -j'+-q5-004�0 A r • ALSO moGneawG AT 7m Pour HatuNBEKRE CALF :D 3w DICE FROM SAID POINT OF »'MG SM 4M W 12.55 FEET TO 71 HE TERMlri115 OF THIS LBQE AND EAS EM04T. ALSO G AT THE POINT HEWRNWW CALLED 3+93: THEN(1: FROM SAID POINT OF BEGnoW4G SSr4D'1l5'W 14.36 FEET TO THE TMUNUS OF TMS LSE ANFD PASEMENT- ALBA mccunum ATTR POBJT HEmEo mitE. CARED Ym THDKE IRM SAID POINT OF FF6GDQM40 Mr49WE 16.00 FEET TO THE T MCN US OF THIS LIM AND EASEMENT- ALSO ASE ENT -ALSO EZGUU MG AT THE PO1NT i1EREPI13EFORE CALLED 3w TH[94CE FROM SAID POWT OF BL% amr. S59" 4744'W 3311 FEET TO THE 1E KMINUS OF TIi1S I RIE AND EASEbIEITC. ALSO REGROUM AT THE POINT HERE E CALLED 4/4; nffiN E FROM SAID PONT OF BGGINl+WgG NW4&44'E 17.10 FEET TO TETE: T ERMUM OF THIS L DE ANDEASEWENT. ALSO 59GROMG AT THE POINT MEINBUM CALLED US THENCE FROM SAID PONT OF BEG[KNiG NW4W44'E 11.74 FEET, TE04M N30'19'l6'W 15.44 FEET TO TME TT31WMS OF THIS UNE AND FAS BIENT. ALSO D GRUMG AT THE POINT i)£4tERGIEFORE CALLED SK THENCE FROM SAID POWIF OF BEGum4rj NS47355'E 16.45 FEET TO TATE TER&UNLIS OF T EUS UWAN DEASE]+EW. ALSO T>3E FOLLOWING to FOOT wM EASEMENTS THE CENTERLINES OF WHICH ARE DESCRMED AS FOULOWS: ZWpW G AT THE POINT EMEDBEFORE CALLED "A"; THENCE Ni31*3I-XV 44.33 FEET TO THE il»1tlMNM OF TM i24E AND DESCRWTION. BEGROA iGAT THEIOMi GhiAED"S'; TE04M 830°36'43'6 171.91 FEET; THENCE SEY'4253'E 37.60 FEEI ; THENCE S26'1Y41'W 29.16 FEET; T oM S77'1491'W 37-05 FEET TO A POINT EBtEU4AFTEIL CALF POINT "3" FOR EFEREj%jM THENCE SM41318W 315.06 FEET TO A POWT HEREINUUM CALLED POQwT "i[" FOR Rte: THENCE 877'I4'31'W 51.77 FEET: TmNm . s S6PL93("W 43.13 FEET TO THE EASTERLY MAR(AN OF HARDIE AVENUE S0kTnIWFST AND THE TEEWAA OF TFE15 LINE AM DESCREF1ION. MEC NNM AT THE POINT FSE CALLED '3'; THENCE S12"4579"E 15 OD FEET TO THE TERMINUS OF TEES LIE AND FASF39ENT. SMG AT THE POO" EIEREI mkAORE CALLED 9C'; THENCE SI 3'03'13'E 15.00 FEET TO TW TERM41A OF TFES LINE AND EASEMENT. REC200C AT THE POLMY EIEREINlffORE CALLED 'C. THENCE S59°2956W z7.00 FEET TO THE TERMi )S OF TM LLfE AND EAEMENT_ EFG11141C QG AT IM FOWT ElElUBMINEFORE CALLED -W; THENCE N59'-wY567E 221.36 FEET TO THE TE130MM OF THS LM AND EASEMENT_ BVGV MC AT THE POINT FIER]M41MUME CALLED "R'; THENCE S59°29"56'iY � 77.53 FEET TO TEE TER)dNUS OF T#RS L INIE AND FASf�iT. IIEGf 4NlW AT TW POKKF HERFINSEFORE CALLED -r. . THENCE S5n-Tl6'W 73.36 FEET TO THE TERWI JS OF TEES IXE AND EASEMENT O AT THE FOOT TIER ININSF LRE CAU ED -4G; THENCE S59'29'S6'W ,al 70.45 FEET TO THE TER19M l5 OF TH35 LIE AND EASEMENT. 'D REiG'UOUNG AT THE POINT f�C.ILLFD'H'; THENCE? WI5-17"E 753.66, THENCE Eal'WrE 5602 HET; 7TEI T150r42WT 200-91 FEET TO THE TE1RIONUS OF THS LINE AND EASEMENT AT A POINT ON THE EASTERLY BOI9CkARY OF SAID PAFK:EL c)GmmE"cmG AT THE POINT ESE CALLED "r. TEIENCE wi 7'IT53'W 11-14 FEECTOTHE POINT OFWXM6WWr TEENCE NW4254"W XAS FEE, TO THE TEItAMNTS OF THS LIM AM EASEMENT AT THE RKY OF WAY LQE OF HFARD[E AVENUE SOUTEMEST- COMMACMG AT TIE f 10Sr 901171IERLY COD" OF THAT CERTAIN PARCEL OFLANDSEKPWNGNTEEIMMOFSEMtVEYFMPOISTEfWWBMDM CJORPORATIOK Of BOOL,0 OF SURWY5 AT PAGE 2M UlDIER AiIDIT�S FILE 1KJ1B1, E� RECORDS. SAID CORNER BEING A POINT ON A 1509.12 FOOT RADEX CURVE COW -AVE TO THE SOUTMEST ON THE EASTERLY RIGHT OF WAY LM OF HARM AVENUE --:x - - --w • • n SoUnMFST AND TO WFHCLI POINT A RADIAL BEARS Mfi "WT, TFaNM COUNTEXCLOCKwISE ALONGTM AMC OF SAID CURVE THOU GH A C E NTIRAL ANGLE OF 6 MC FOR A DISTANCE OF 10097 FEET TFW4M NMVSM'W 23LW FEET To THE BbIGINNI fi OF A 143d_45 FOOT RAMS CURVE CONCAVE TO WE NORTF AST: TE EIEE CiOMWISE ATOP![' THE ABC OF SAID CURVE TIMOUGH A CENTRAL ANGLE OF 3'4411' FM A WrANCEOFits Tiff FEET TD A POINT HEREVlAFTER GALLED POINT "'L." FOILREFEREMCF;11 ENCIECONIIIRE ALONG ATE ABC OF SAD CARVE THOU® ACE]NLLRAL ANG E OF4h3$Cr FDR A DISTANCE OF Il0_ls Lira: T1RNM NW*Or F UZ91 FEE[ T THE BslWQ&4G OFA329.110ilOffRADRi5CU ILVEOONCAVETU HESOUME SF.THF.RMALONG TM ARC OF SAID CURVE TEKKJGH A CFXTM Alil[BE OF 1265340' FOR A DISTANCE OF 74= FLET TO A POWTHMERAFIM CALLED POINT OW FOO REFERENCE, IFERM00 M ALOM TIRE AMC OF SAIDCIAMTHROUGH A CENTRAL ANGE OF SI'1339" FOR A DRSTAMCEOF MA FEET 10 A POINT 1FREINiAFIER CALLED PDINTf'W' FOR REFERENCE. TEN NCE CONTINUE ALONG TIE ARC OF SAID CURVE THROUGH A CL3NTLEAI. MIRE OF 3rI67 ' FOE. A DISTANCE OF1[0.00FEEI'm THE q8GMQNGOFA100.04FOOT MADRAREVERSE Ql CURVE r7NGAVE TO 11M NORTHWEST; THENCE ALOM THE ARC OF SAID •T CURVE THROUGH ACENTRAL-ANGLE OF69-M 55- FOIL ADISTANCE OF121-54 G FEET To THE POWT OF AMM00 C; TM4 EON A RADIAL LINE SWITWE 07 10.00 FEET TO TTIa✓ JERWMUSOF TIES LB& AND FASEIdNi_ O 0 D7Gd1UGM AT TUE POINT SORE CALLED —Or;'iMICE ON A RADIAL l� UME NDV49WE 10.00 FEET TIO THE TERMNUS OF TFBS L24E AND EASEMENT T AT THE POICfMMEDEEFORECAL El1'll";TE04MONA RADIAL LM N47 SnrW 60.00 FEET710 1 PO NTOW MUG1111111119R THEMM CNOSNTI UE ON SAID RADIAL L.DE 1+147'MrW 10.00 FEET TO 11HE TERWJUS OF TATS LIM AAD EASEMENT_ ALSO THE. FOLLQWM 20.00 FOOT WIDE EASE ET+TT. TFE CENTERLINE OF WHICH IS D AS FOLLOWS- G AT THE POINT JIME ECALLED "L."; TElt» NW*31'44'E 35.00 FEET TO TLE TERUM.S OF THOS LIE AMFASEMEU4T. THE SIDELINES OF THM F.ASBAENTS ARE VO MEMPCIED OR FORE9IORIFNED AT IEE R TTRNK E MOM TO SEJRLE CONTIGUOUS WITH THE BOU NDAMES OF SAD PAS OR WITH THE 111L1L MMO LIDS WEE AFMCAMLE I • • ALSO AN EASEMENT I1 M PARTICULARLY DESCREED AS FOLLOWS: mccuem fC AT THE POII+II Hw"ammff CALLED 567; THENCE FRM SAID PODVT OF HECMi ING N77'1IWM 12.OR FEET; TEEIN CE. SIZ%V0CrE 23.64 FST TO THE NORTHERLY FACE OF AN Ea'I1Nt' BiII<DM THENCE AIOIiC SAID RUIIDM FACE S7r] IW -W 4836 FEET; 7MiCE NU-49WW 29-00 FEET TFC N7rl I VVE 7.53 FEET; TEIEN E 973'26SM I&OO FM TO 7=PMT 4W BEGENNZW. TM RAFTS OF BFAROM FOR THIS DESCRWrKpi IS TPE RBCORD OF SURVEY FOR NORTHWEST BI7 MMG CORPORATE WOMBED IK BOUK 49 OF SURVEYS ON PAGE Z78 UNDERAUDI ORSFEB NI11BIER NSM0i9M. i - THIS EASEMENT, IN IIS ENIIRETY, IS LOCATED IN SHCTTOI'U Ii, TOWHSW 23 Qj NOBTTL RANGE? 5 FAST, WKJ AWFrTE AAAI. 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Vii. nPb-& -UWRL "—tog tsd ! atiFA m ad wft 1"PdmmL iri.% bt and fi�idd water, suer Mi sots ica#e Wp&- as USIt a[ MW— and qw— urxesYo witi�mt poiw __ "_- .zj q ii s PRW, iii z4:r S —1, - , g aq bwdabSptim ar mdmlky 6metx Palo=%de iiw ammkomma d b b3iliee, Gt may fears share b use mmum wit aiftmW [s+liium i k may r T1s euam= is emsd bbjm set Oc eke las and aaddtMim 1. Tia (klww abi sadly Gnmw add rood r s app rods i adr fm wr wrrairfraydor , 14 ftpcpeuy ommd b7 Ain an mem. Up= ooeap)Woa dmf wad[ wile• &Epapeay ooseaed by tk dosaK do OmMme *A n mt *c mrbm of AYE atm, add aaty peRata m1eOYemtats Aaft 0d at aE a7w awn cmmmbm of the work ar d®dt s PgCfi bic b 69 CXMItiod ft7 were ilk' I b bubo Wmtlaaaamm of 6e wort ar CEO by the Gtmac i CnMtnr tial rptaia 1Se m ase lbe sarfax of dYe etardYep as as se+3 data eat ieeee6ae vA& rhe comma qoti 1=01d A fd <`smdttl [ iiafl eat, boe�erec, la.d �! ripLt a # L Flea ot auislais my bwhftp or saress witlwa s e ameat: or k Ftw trate dmbY cw w I home aatp mat p obi# mRy cast domW to or ib[i cm wih ie oaUft w be pba shin the en=m by 6e C=mm or a Draelop, ladinpe, a beaaily 16e aaaewtMt area a aq s� obit void adr�ly idataaE tie Does td the Gaa+Ee of seYrYriwe s� edmMert:n and adf ptiepe irprotEaees tldrtii d. Die, tad ar pedo<= oArr fors dapd�ae;iprt agiaitiu aM 6a poapety tYbi6 wmil �t4 tAe oodYpactatM or Dearth Ca>�rt's buliia m ie liieit-0€�►ay, ar edsAf� the bdaal saQpesR faeiFries a Mm rr" ' fihvw (LS) fm of ** R*k-of-Way- La a®e sl# cm.id abE Ibd dm�ad 4atrs, a.d >3ap be 6iodf � � per. � �, > taMiat sad aavlRs- Grtaaots ooremdt drt 16ey ate the hueml a*dms of the abo+e prope�tim awd hat they a mpd ad iridal rick b � the >geemenL G? smtt L w d tis= STATE OF ORBOKW ) ) SS COUMT OF hUJLTDKMAH ) 10024 dma i bow at haat mbfiemey ea", —�� —' apo d- NEWAMI . m *A stated da he waa a hodmd w eucWt 6e iaapmatdet ad r Lw m 6o k t d b b Ne as ad woladmy aR atad6 pdarlesoe >b< iYE aYm add pespoam aa�.ed N aYe 3entxaerod- Oaacd 1aEtaa� iassdiwlbeSbie ar►�w sei of OrspM �E a S eieaaamaau ' r ro+ur Racar?oaM Not=p �k — ' aorammraMwaa wmrrssswexrsdsYdraw low Z !r 2t] • �Z 4 =lp 000720-0146-04 000720-0150-07 000720-0170-03 000720-0197-02 000720-0198-01 000720-0209-08 162305-9034-09 182305-9039-04 182305-9157-00 182305-9215-00 182305-9216-09 182305-9217-08 182305-9218-07 182305-9219-06 182305-9220-03 182305-9238-03 722940-0010-00 722940-DO20-08 722940-0030-06 722940-0036-00 js--0047 • is. T331MIT'A' t, A ST W OF LAND 15.00 FEET JN WM H LY7MG 3.00 FEET TO T71E IE T AND 10-00 4 FEET TO THE RIGHT OF THE FOL.LOWD G DESCRIBED L DIES: i HFAG"WiG AT A POINT ON TIRE SOU7HWFSnRtLY BOUNDARY DARY OF THAT CERTAIN PARCEL OF LAPD SOWN ON THE REIM OF SURVEY, RECORDED W BOCK1! OF R RVEYS AT PAS 273 LMnMA F- WbEEE 5606039 W RECORDS OF n /GCOUNTY, WASHDIGWW SAD POW BEARMNORTH 26'123x' WEST. ON THE SAIF BASIS OF DFARM AS SAW S L VEY 14926 FEET F1R(W'TM MOST SOUTHRLY CORNER OF SAID FMCEl,TWOM NIMM 59'41W EAST 46-13 FEET O THENKE i MIR 304sw WEST 119.35 FEET I NIH W193C EAST 395.97 M FST TO A POINT BMtENIFMCAU D POMT •A'; 7MMM E NOMM 30`"457 Q WEST 29655 i$T; THENCE P>OM 60'26W FAST 3 73 TET; TM L DE THERE Oi Tf MENATM. TOGEETHER WFIK- BEGMUNG AT THE AFORMWENTMED POEN T "A"; THERM SOUM 30°45145' EAST 16+0.03 FEET: 'THIS IIM THEE TERMIXATWG. THM EASENE TF. IN TLS ENTIRETY, S LOCATED IN SECTION 13, T'OWNSTDP 23 NORTK RANGE 5 PAST, WRL MEM MSUD k CITY OF RIIMON, =4 COMM, WASHIOPON- -*q5 zc47 0 .;1 • i m AFM RECORDMG RbIUM TO: CrrY OF CLERKS 1 W f CLERK5 VFRCF 200MX AVENUE SOUM RENTO F, WA 96055-2189 FL. ---t w ft� ° f avaA3Vurcmt STATIE w>rccAffne'Ka•— 96.m rQrw pct nA, Doc--& Tsfla(s) (ar m-xM a ommied Fmk (+D areae *Plio* io1W' Awoftmt at bt fiW in). 1. smiLaq Sewer FAlemed R krtm a N=Wxw(s) of Docmemb amqpked or rdemd: Cl AdW&OW rcfffe=nuatexs we an pe IV Grartor(s) (La m oe scsa lbea &n ofine medals) I- ROUNDUP, Co. AUG 2. KING UN a=CdR�,ER 0 Addi imd n®es an pare — ofdommbmt. Grokee(s) ilii mm fimt, Ibm fiM wa. me oo*.U) L CITY OF RENTON Cl Ad&baael name on peer of docmaem_ Leel d[sct' OM (ahbter W& Lr- Im black. bac OF sactioq P. rW) Portion of Henry H- Tobin Daaatm Land CFaim No. 37 is the Smttbun Quay of Section 18, Town * 23 Nmlk linage 5 FAlk. W.M . Kaig Couoty. Washingtao. 0 Ad&UoW as pW otdocmnmt Assessor's rrop4wYr Taut Poral /Mowmt Mwnber: 0007200146 0 Assessor Tex r aa yet a=Vv d F" mom imuls I t 0 F 0 0 m SAWARY SEWER EASEMENT TM DWMUMENT, =& ibis _day of 19 by Co., a Wasbiaqtm corporation owmen afthe &Iwmgl I limlpovwyodw baft n tk tru a cmJW "GmdoKs)"and IM City afRaluk a Maic*W Copmatim afKj* Comiy, Wash h A calkdTmmom- —fi- dDby&m smo., IF wfi, cmvW, md tettarssta woo ficand GM&C ift =man= and 4=*A in coma= fw moi my xwwwish =cocmy rl -11 1p i ma, =ft. &mo* &=and span the tAbw*dmmlW PtgpCrty(&trgk-d-MY)3BL%COMLY,Wim, WMPUbCd$D,iy SW d&A:bVd EXIT "A' For the pmqxw ofeannumft mamomato& msWkg Imbmg as W754M and Mn*-" W-Woakg mAty PO&OS wA *t r& cfwWm wad effim douft waboat pr= mdsobn of any sm or pFoomAw ofw and wW" is my $*W obbgobw or bdnW Game imyfilm tiw to time a3n5bw 1. The Q=ft &hWLupas compkbwofsay work w the property omcud by the commms rmm the surfbcc of6e cummm, mW my pnvae maprovtmmb &soffW or dBovyad durft escecrtioo of the vat, w mviy as pmeucabk to the cmgbn they was in mnefim* b:brc of the vpA ar cmry by the Gzmsw. 2. Grantor sMH � the ftk to m the sassfaae cfdcftx=ednslong asmxhuse docs oat i 1 0 a. Erm at mmotain my bmXmp or mracwo w" the: OF aG b, PLutuem shnt6a (w vqptifim hrriog deep mot I - wN4 artyrise to or ow"= w& the zwUm to be p6oW within the emonm by the Cknow, or C, Dcvciv, or bcmay the aawnm= am ioL my way whkh vmmdd wr=wmd* M=m the owu 10 the G=mc of restoring the ea mmo V= and toy private kvrw4ftm do=. & ft trued or perform odw fog= (koonsoucum acuv§Dcx Go the pwpetty wbxh would dwwt� de oxigwbm or wxw& Giantei &c*6os an the ri&-of-way, cc eadtagar aw lateral support bciwa c Bias within fifiew (IS) &d of the ngk-d-way Tla takc=K shall run with the IwW desm*cd bmso, and " be bmdmg upon dw puum, *w hon, mwassors m micrea wd zavpc CirmAm coycnam Ow they am ft kvrU owom oftTx abort . and that they have a good and bwfW nght to ecma this agioeaeat f. -7 I * 1 d4 0 M m STATE OF WASIIMTON ) ss COUNTY OF KM ) I oupdY thea 1 Imow or i m sa>ix6my cvWmcc gift and send dis io6i artd ackwwiodscd it tp be hif/hrmVwk bee and vah ntwy ad For the frets and pompom a =bbd is the iwtmt. Nomy Public in and for the State of Ws Notaay- MyapFpkmem STATE OF WASHRiUMN ) ss C COCNiY OF KING ) I =ufy tb4 I know a havc smsfdoty cvmkn= tha -- Md --Sow die >oanm=t, oa Doth staled f>xt hdiboviey WALIW= .-1 z surhnrimd w tamp* the moot and admowkK*cd it = the _ and Of m be lk Bee and vobmpry act abath pmtyfpastics foot *e uses and putpom mmtiotrcd in the int Datod. Nobly Public in and for d3c Stals of Wadmgbon Notary (Print) MY appoitmax a :- - ooe"— CORDO UX EMM OF STATE OF wM&ff?iGTGN ) n7ucaNamws ) SS COUNTY OF ) O>z this 4 day of /!2 . , 191L bd'ore me persona y apparxd S,,& W% m Wxmm w be Oise P�2r.. of the mrporatim 1ba2 Crmcs�ed the vvithie mrhu>ntal aad adwowkdgc the said in sumo t to be the free and volaomy aka and dced cdsaid cmp rabm, for the u= and pmpow thcrem mccumcd, and ma m path stated that bdsht Was audvnzcd to cx mrte said ln5 rmw am iii[ file 5=1 affl%rd is the WSpprdte fat of said corporation. Notary Pa a -w in and iar`the star of fYaawi�5m O �•�r •�-� so" Notary 9.nt) Eglsa,�C✓✓v^ . Gti.lSp,y o my Nvow tnlmt : cq - /ta - aesbo id4 1 • O 94/2t/97 op. 17 FAX :04 235 2$4$ imxm P/g/rw Q99Z SANITARY SEWER EASUMMT FOR GRAVITY FACUAY SFAAS LWr STATXV ELIAGNATION MIECT FRED 701M SrM XCM?4o. O007=146 LEGAL DESCPJFnON FOR A 15'X 15'SAMTARY SEWMk E��69 below desuibw pmMl. The pwtim ofH=y H. Tpbw Doubm Lund Omm No. 37 in Section 18, T"ftAw 23 Nwtk Raw 5 EUL W,N[., X4 CmMsy, wa&qpm dmx*w as f*DQW3: BeipmAn at the 4w motion of tht mrftft ri&-d-wsy mmin ufBwlw4xw N*dbem Rz&md wft be wenedy ngWof-way macW of Us= AVCM SMA M $8 SGOACME QW— ofSoaliom ItTimmiO23 Nort%Rmp 5 Eno, WA -aid id,--,-;' ShOtOcim9the most 009"holerty mm *rpmpt"Y ddimw it, a BOWWZY arsarm. lim m Book 49 of sw"A pw 278. mar& OfK* Canty WK*Hvw em iw bcarlong NO- K"qjm Thowe North I r 4(r;6* Wal a disAseure of205-31feet, V4 Thrace South 7W 011 58I Wast, a diwtm" of }68.39 iete 0 8 T%mm North 19' 59'03" Wm a 4i%tujce 9f 360.00 hat, e4 Tq Thence Worth 70' DI' 59" FAst, a diatutee of 176.31 fipc4 Thesm North lir 59' or we* a drAlme of &'10.40 feet TPwhm SwAh 700 01' 57' West, & dimm" of 135.00 fact; Tbonce South v? So' OC Ewt 0 distance of 100.00 h4t; Thence South -Ap 01' sr wcll, a d Of2f, 31 fi,&% to the true point Ofbeg m"44 Thence South 19.53' 03" Fist, # dabiam of 15 00 fam TficmSouth 70# 011 57" West, a disimn= of 15.00 feet, Tb.,oc North 19* 591 iOl" West, a d6tLwe of 15-00 [we Then= 14orth 70.01' 37"Big, a distimce of 15.00 160 to ft tm pow of bqkmkDx 97.32&u 1 0 0 32 x 0 SANITARY $MR EASEMM FOR GRAVITY FACILITY As IAF'! STATION ELDMT[ON PJLGTWT PRO MrM SITS We& nAwom,W" 1 0 0 32 ��f a x s Op = -Sal P a1m 911�_ � it, liF41 pi x LU a Z I rc i LU W o ~ o') . Q dC a �R Y o 24 c s p to t yy 1 '21 cr 0i 3 lit W J 15 L v LU =�1 Q j ren O i ell im IF A W z' m_ p O m ■ Z~�� �1�2 ��Noa��� � m •� = FU @ :. Q ifimr-�zio[�i�---. Q� �'�x� �'-'�dz S� _ d Y y ��•w rc � $Q GS pug ' �q�ti oo S 2 aziw�W w � W�F $ ''..�'c Y Z ''~w v W R O js.<iy�ij l�j2�W�6WouWi xWx ��03 �iJ51- OpzW lsSilN��ywyi - y4 �• /^�p��� UE � W .M L -K Ei24-184 =O}- 6 1 �r < spa xw w reGm Gr rug r VOL. .IkGE CD Awl :Lpk - \ tl �RILLYO NR[N371 tl0 Altl� �M1'� .. n;- _ =m dna p rn �� 4 R` aG3z�W LLJ n -y1tier - air» „� ` • - ot WP r 's s . b h q u a V +per M .41.So . S F \_ ZY ZI m m G g 8 L' g w SRR xo m ` e 15Yd 3Nol0 '..,. r+. .,y II or •q, oe $G � M pyY m 4 mi a Tin t QR �m 4 YgZ l'Ic 9 sg sg e Q L .1601N •� L� N Ln 3 �G�Jj P Q K9iN Q o 47 �1,3`�TF�� dw va As .a pow H a a.g in i � Q y "o 0 o _ ' aj gLLJ K O cL N y, ti d d j�1 yy w ��_ zm z y m A W o O v o •:. -, r a j/Q7 {W��oln� }^ W Ir w U 1i] p ^ e ujnf p ¢: V) Nw IM. IIl � a ti � ¢ 1 U] ,1 -� o . VOL. 77E C =� o 1AJ C3 AUP IF z I: Ed y w 0 4 41 25 Sri V5 g I � i �� + lir ::..� � ., +4 �,� AI�'•r• � o ::.:, �...� � a ;L + + ed ZO L Ug rc Ell zi 8 o Nil. �' '� n H xx��:� 1 •+1,�}.. 1 + Z, ��+� '�S� �� '1 r �'.� ,�{ i1.3 Gi aia: FGI y� •/ / �'+ ZE IA <<, rr 4top N m U Z zE� +'.ISO LL- e S ..,.. me , w :. % i 3 0 LF02 0 6� V 1jcn � � S . 077 � 11 ci - .\| _ .:e e\ - » � ®i. N { 7 � k�kd�sa \ \�` \ )7§! =r| k /�t� o E a ^ ~ ci \ \, » � N { 7 \ \�` \ )7§! =r| k /�t� o E /}! L y §�K 7=� : Return Address: Sloel Rives 11P Sure 26M 900 SW Filth Avemm Portland. Oregon 97204-1268 Aim Steven A. Moore Grantor: Grantee: s DFCLARA11ON OF COVENANT'S, CONDITIONS, REMICPION5 AND EASEMENTS (Renton, Washington) i. ROUNDUP CO., a Washington corporation, doing business in the stale of Wwbington as Fred Meyer") I . ROUNDUP CO„ a Wahingwe corporatkm, doing busies in the state of Washington as "Fred Meyer") baa] Description: 1. Abbreviated farm (lot. black, plat name. sec(ion-township range): 2. Additional legal description is on Exhibit 1-A and 1-8, page 1 of the document 000720-0150-07 000720-0197-02 181305.9034-04 Assessor's Property Tax parcel Account Number(s): 000720-GIN48 182305-9157-00 r 181305-91154D0 182305-913&!13 I82305-9121-01 000710-0198,01 s 182305-9118-07 000720-0170-03 181305-9219-06 000720-0146-04 FRED MEYER CU&R FORM W Updated I" E -t o Rued Inst. Much 15. 1999 Ki 000720-0150-07 000720-0197-02 181305.9034-04 0 Return Adti =: Sara Riva W Suite 2600 900 SW Fift Aveme PordAnd, OreEne 97204-1UA Ann: Stevan & M ms O Ll DECLARATION OF COVENANTS, CONDITIONS REMICl'IONS AND EASEIIIENTS �r si r. by ROUNDUP CO., a W&dAogtoo carpprittlon DECLARANT Concerning Property located at Renu Fred_Meyer Desi in Kim cow, wm&wdm FUM MEYER CCAR PXM - 947 - Updated Form E -I primw lost: lomury 20, 1999 FDXIA.127521.2 499042016 00, 1 Table of Contents FkLD ktF-t t:R ('c ALk r'ORXI 9 97 Upjjja! F.,, E i F'i 3-•t�.l IIII )AMAr, -0. 1999 PIA I A 1:13;1 : 499W 104e 1. Definitions. .... .................... ... ...... ...... • . 1 2 Building and Common Area Development. .. . . . ....... . . . . ....... 3 2.1 Site Plan and Architectural Review. .. ...... 3 2.2 Common Area . ...... ........ . . ... .. ... ..... ... ... 3 :.3 i ypc and D"ign of Building. ........ ................. 3 2.4 Construction Requirements 4 2 1 Casually and Condemnation. .......... ............... 5 2.6 Signage; Sign Easemant. ..... . . . . ...... ... . . . ... ......... 5 2.7 Building Code Sethark ...... 5 2.A Temporary License, ................... ....... .... 6 1.9 Boundar) Linc Con truclinn 3. Access Easements; ParkFrig. ......... .. ............ . . ... ....... 7 C 3- I Access Easements in Common Arra .... ..... ... ..... ... 7 tri 3.2 Parking .... .......... .... . R ^ 3.3 Rules. . '^ Vi 3.4 No Barriers. .. . .. . ...... . .. ... .... .. .... . ..... A T V � 4 Failure I„ Operate Non -Anchor Parcel. .. ... . ..... ..... . 8 4.1 Certification of hnpro�ccnent Cost .... . ...... ... . . ....... R 4. "filo-Dark" PlOYiSlnnl. ............ .... ..... .... ... ...... . 9 5 Reatricliun on Use. ... . .. ... ... .. . . I .. I ..... 10 5.1 Restrictions on Certain Parcels. ...... ........................ 10 5.2 General Restrictions on Use . ....... .. .. . .. .. ........... 11 5.3 Approval of Proposed Use. ....... ....... ..... - 11 $ 4 Alcohol Salcs. 11 5 5 Mall Rcstnclions ... 5.6 "%ironmcntal Provisions for Gasoline Sertiice Stations . . .... ... ..... 12 5 7 Addtnnnal Restrictions. ....... ......... ............. 15 6. Arceptancc of Reductions . .. ... .......... ........ 15 7 Maintenance of Parcels. . .. .... I .. 15 7 1 Gencrally Common Area Maintenance. ..... .. .... 15 7.2 Maintenance Prior to Lk elopment. ......... ............ .... 15 7 ? !Maintenance of ExLerior. 16 7.4 Parking Lot Lighting 16 A Utili1% Ea.wmcnts. .. .. 16 g 1 GrarilufUtdoF Easements. ................. ......... .... 16 FkLD ktF-t t:R ('c ALk r'ORXI 9 97 Upjjja! F.,, E i F'i 3-•t�.l IIII )AMAr, -0. 1999 PIA I A 1:13;1 : 499W 104e 0 !"REDME', ER C('&R VORAr go; t;pisw r,, r F. I Prtr:eJ la�f ]e nuaM1 .Q. 1`>4? I'I!]I % I,'�:i 1447) au1 8.2 Tenms of UliNy Eamments. ....... .......... 16 8.3 Storm Drainage. . - . I ...... ... .... 17 9. Alteration of Common Areas, Building Areas and Building Envelope,-, ........... 17 9.1 In Ueneral. . ........................ ......... .... 17 9.2 Required by Governmental Authority ... . . .. ....... 17 9.3 Relocated Common Arra. - ... IS 10. Hazardous Materials . ............................. .... .. . ... IS I I Condemnation . . .... ...... ................. . . . . . ....... ... 18 (2. insurance. - ......... .......... . . .......... 18 13. Common Access Mainicnance, ... ...... . 19 w 14. Defaults. . ... ... .. ......... .......... 19 V) 14.1 Defaults . .. ..... . ....... ..... ..... N 14.2 lnjunctife Relief. 19 14,3 Derlarant's Right of Seff-Help. .......... . . . . .. .10 �^ 144 Effect of Default or Non-Uw...... - . .. ........ 20 e'er I.S. Tertm 't y. 1h Gencraf Provisions- ..... . ..... .. ....... ... ZI 161 Status of Title; Property Tacos. 21 16.2 Proleatian of Rights of Mortgagees. .... - 2t 16.3 Waiver. ......... ...... ........ ...... 21 16.4 Altoirtcys' Fres. ......... . . . . . . .. . 16.5 IndcmnitY. ......... ...... 21 16.6 Emirs Agrccmcnt- ........ ......... .. ... . ... .. .. 21 16.7 Governing law . .......... ....... .... . - - . ...... .. 22 16.8 Status Certificate. Information- .......... . ... . ............. Z2 16.9 Nolicc.s. . . ... ..... ........... ..... . . . 22 16.10 Amendments. ...... ... 23 16.11 Lffocl of lJeciaration. ... 23 1h. 12 Succo.swi; and Assigns. ....... .. 23 Ih.13 Effect of Imalidalion .. . .... ....... 24 16, 14 Not a hihiic Dedication. ..... 24 lh. 15 No Partnr"hip: Disclaimer. .................. . ............. ,14 16. lb is:crcisc of Approval Rights: Limitation of Claims. ... . . .. - - - - - . 24 16. 17 Prime Lessor and Sale and Salc•Leaseback Purchaser .. .... .... . . ... 24 Ib. 18 Third Parr} beneficiarn Rights . ..... . . . .. . ... 25 16 19 Farce Majrure. .. .... - - - . - , .. .. ......... 25 1t,.20 Inlcrprclatiori: Other Provisions . ..... ... ..... . . ... ....... ;5 !"REDME', ER C('&R VORAr go; t;pisw r,, r F. I Prtr:eJ la�f ]e nuaM1 .Q. 1`>4? I'I!]I % I,'�:i 1447) au1 DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EAKNIFNTS { Renton Ercd Merer D syclonent in King Coyp1Y, Washington) This DECLARATION OF COVENANTS, CONDIMNS, R1-gTRIC"f7ONS AND FASEiMENT.S (the "Declaration") is made this .i),41 day of Mj�4fl 1999, by ROUNDUP CO., a Washington corporation doing husinesi in the state of Washington as "Fred Meyer" f Declarant"I- Declarant is the fee o%mer of certain parcels of real property described on the atlached i:xhihil t and are generatly as shown on the site plan or parcel map attached as Exhibit 2 leach of the parcels into which the property now i9 divided or as it inay subsequently be divided pursuant to this lWlarnlinn is individually referred to as a "Parcel" and are collectively referred to as "Parcels"). Declarant desirca to have such Parcels developed and used in an integralyd and coordinated manner. As used below. the "Deve opment" consists of the Parcels. and any additional land oured andfsr From time to time operated as parr of the retail development on such Parcels (subject to the unitarians stated below concerning the necessity for amending this Declaration or obtaining lkdarant'r, approval to add any land area). Ll U NOW.'I}IEREIFORE, in order to assure the orderly and beneficial devcloptnenl of the Parcels, cz Derlaranl does hereby declare that all Parcels in the T)evelopment sha!I be held, sold, leased and C comcycd sribject to the provisions of this Ikclaration, which shall run with the land and shall be binding T71 un and inure In the benefit of all parties having or acquiring any right, title or interest in the Development ^ra r any part thereof, and all ticirs. succrosors and assigns of such panics. on the following Icrms' I. I)eflnitions. 'the following terms shall have the meanings set forth beluw: "Arrehyr Parer!": The read properly described on Exhibit I -B. In the event this real proper~ is licrcalter div ided, DcclRranl shrill determine which of the subdi%ided parcels is the Anchor Parvel Iprovided. Declarant reserves the right to determine that each or all of the subdivided portions of the Anchor Psrccl conslime., an Anchor Parcel for purposes of the use restrictions set forth in this Ihrlaranonl. "Building Area": All those areas on each Parcel on which buildings or other conirnercial structures are constructed in accordance with this Deciaralion, together with any drive- dirough lanes. outdoor play or caling areas, and outdoor sales areas shown on any silt ple7 approved by Dc,Iaranl "Buildinz EnvOoDe"= The area on each Non -,Anchor Parcel that Declarant hits appru�cd for use as Building Arca. The initially approved Building FAveloprs are shown on the site plan atmched as Exhibit 2. If no Building Envelope is shown on such Exhibit 2. or if an Owner desires to change its Building E-:n>elope, then such Building a; rlupc or change therein will be subject to the appmNal of Fred Me%cr pursuarst to this Ih:claration. A Parcr-I's Building Envelope may be larger than the Building Area that is or will be permllled on such Farc'el Under the provisions of this Declaration or udder applicahlc land use regulations: the purpose of the Building Envelopes is to generally identify tate portions of the Non Anchor Parcels that may contain Building Arcs. FRr n ME 1't:it CC&R FORM 9 97 urdAted F -,mi E }'n.,:ftd la_a haairn 20- 1999 ➢m IA E='S:1 2 4o -)W 7.tY5 "Common Aroma": All those arms on each Parcel which are not Building Arca. C'anopics which extend over the Common Area. together with any columns or posts supporting the same. shall be deemed to be a part of the building to which they aro attached and not a part of the Common A rep. ": The undersigned ROUNDUP CO., and its successors and assigns m fee ownCr or lessee under a Primc Lease with respect to one or more of rhe Parcels. At such time as Declarant no longer owns or no longer is the lessee under a Prime Lease with respect to at teas[ one Parcel (CT a, D edarun's option, such earlier time as the Anchor Parcel shall be conveyed by Declarant to a third party), all references in this Declamtiou to Declarant and all rights of approval or consent held by Declarant shall refer, instead, to (and be exercisable solely by) the Owncr owning for the Plum f.eswc. pursuant to a Prime [Mate, leasing) the largest Parcel comprising the Anchor Parcel. Prime Les3ce I he (enantIcsuc under a Pnnic Lease, and tta succcss,�rs Auld aNs;gm Nil n d :lFti .lints ucs. IFcensec> or comessv,naires nil st,ch Prime lxwc), other than an_v sublessee under the Prime Leasc who enters into a Prime Leas with the Prink. Lessee) FRED P61EYER CC'&R FORM - 4'9% - (fpdccd Frim E I Pnm, til 4c Ism,on M. 1947 PU\ i n ::75:1 , 49900.:5}k "FyStrrttnt Areas": Collectively, (he Common Area and the Utility lawmen[ Arca, r�r .n and. if applicable. any Sign easement Arra. W Li r: "illaiUr AnchorStnre"'. A retail store' containing at feast 7.5.WO square feet of gross building area. "NorrAnchor ParCfl": Fach Parcel in the Development other than the Anchor Parcel. " ": Collectively. the fee owners of each of the Parcefs (or in the et.ctrt of it rte+: Prim_ Lease, then the ]'rime Lessee of the Parcel for the duration of the Prime Lease)- The singular tarn -'Chvner" shall mean any one of the 0%4'ners. 'PkrCCI": a legalh created parcel of real properly within the Deve[npment. Including u ahoui Innilation a parcel erealed by parlilion nr subdivision of a portion of the Development_ "Permitttd Pew": Fach Owner and its respective successors, and assigns; the rniployees. rcpresentalivcs. agents, licensees, business visitors. customers, and invitees of the Owner: ar;d the tenants of the Owner and employers. representatives, agents, licensees. business visitors. ruslorrrrs. and invitees of such tenants, An "Owner's P[77ni:ied Persons" and similar terms shall mean the Permitrecl Pcrsnns whose rights under this Declaration derive from that particular Owner. "Prlrm i ease": A [ease. between the fee owner for a Prime Lessee of the fee nwner, tit a Parcel and an unaffiliated third party tenant, which is a net lease pursuant to which such tenanl leases all or subslanlially all of the Parcel, if dx- Prime Lessee las defined below) under the Prince Lease itself enters into a net sublease of all or substantially all of the Parcel with a third party (affiliated or not) who assurrps all of the nbligatians of the Prime fes_aec under the Prime Lease. then the sublease.. with such third party will also be a Prime Tease and the subtenant under the sublease will be. deemed to be the Prime lcsscc of the Parcel Prime Les3ce I he (enantIcsuc under a Pnnic Lease, and tta succcss,�rs Auld aNs;gm Nil n d :lFti .lints ucs. IFcensec> or comessv,naires nil st,ch Prime lxwc), other than an_v sublessee under the Prime Leasc who enters into a Prime Leas with the Prink. Lessee) FRED P61EYER CC'&R FORM - 4'9% - (fpdccd Frim E I Pnm, til 4c Ism,on M. 1947 PU\ i n ::75:1 , 49900.:5}k "Prime Lestor" The land€,IrdAc+.sor under :o I'r me i.casc, and IIs saecexayrs sad as:lgnq "SSSin Arei' fhc area on each Non-Anchot Parcel nn which the Owner may hr cntnlcd I-- c„ntitrucl a sign m accordancc ualh Ons Dcclaratwn (nr. Il' apllhcahle. the arca on the Anchor Parcel rrwt-,c,l tier a iip htmcftmng It srec,fied Nnn-Anchor Parccl) If nn Sign Area os designated on n N1 M-AIILIWI I'afeel, then the arca tiu AM sign thereon wtll be subject to apriTmal "d Declarant pnrsuan! to (Is:, Declarall n 'l he rnntally ul1plLAcd (rf any) Nign hrurs arc: as may he shown on l:NIul ti 2 If no Sign Arca is shown on such Exhibit 2, or if an Owner desires to change its Sign Area, then such Sign Area or change therein will be suhjcnt to the approval of Declarant pursuant to this Dec€aration - "Utiy Easetinenl Area": All areas of the Development on, aver. under or through which any Utility Line fax defined in Section 8,1 below, and including new Utility lines installed in accordance with such Section} is located which serves the Owner's Parcel exc[uaively rrr in common with Ilse other Owner's Parcel- l. Building and Common Area Development. ., 2.1 Site Plan send Architectural Review. Declarant will have the independent Wright of prior review and approval of: f I) the site plan and the architectural plans for imprnvements Ze; within each Parcel lexcluding interiur trtianl improvements and fixturing and interior allerations). {! including any changes. to elevations within the Parcel and the elevations of the finished floors of an_v Zi buildings, the sin and location of the Building Arra within the Building Envelope, the number of parking G` spaces on the I vecl. and the design of the Common Arca to be located on each Non -Anchor Parol; ('_I the existence land if permitted by Declarant, lite design and layout) of any drive -up or drive through ,C fai ilihc.s on any Non -Anchor Parcel. (3) any additions or material modifications to the exterior of any impwwiucnts on a Nan -Anchor Parcel: (4) any ehangcs to the Common Areas or to the size or location of the Building Area or Building Envelnpe on any Non -Anchor Parcel; and (5) the location. design and siw of any exterior or building signs placed or installed on any Nan -Anchor Parcel. Alf approvals by Dnclarattt must be in writing. Review of architectural and signage matters will include architectural design, style, exterior eoior, quality of tnaleriats and construction. and cumpatibility (in Declarant's judgment reasonably exercised) of the improlemenl or change compared to the other portions of the lk+cinpmcnt. 2.2 Cor rnon Area. All portions of a parcel that are not used as Building Area shall, at the tilne that a building is developed on the applicable Parcel, be developed as imprnved Common Area by the Owner thereof. al the Uwner'o sale cost and expense, in accordance with the site Irian apptt)tcd by the Dvclaranl. Development of such Common Arca shall be substanlially completed no later than the da} the first occupant of a building on such Parcel opens for business. :.3 Tvpc and Design of Building. (a) General Standard. Each building in the Developmanl aha]] be of first (IJAIlly construction and architecturally designed ss. that its exterior elevations and appearance (including. without limitatiun, signs and color) will, in Doclarant's reasonable judgment. be architecturally and acmUlically compatible and harmonious with a[[ other buildings in the Development. I R1 U ME, F'R ('('SR TORM 9 97 r.-rdalcd r -,•.n, F, I nnnlai ;eel Janvan 20. 1774 P13XIA 12'.5:I : 441' X,Ok M (b) Fite Safety. Every building shall be either equippcd with automatic sprinkler systems which meet all the standards of the Insurance Services Office (or other similar 10(791 organization having jurisdiction) or shall he constructed in stuh mariner as not to adversely affect the fire rating of anY building built upon any other Parcel. The purpose of this subparagraph (b) is to allow buildings buil) on each Parcel to be fire rated as separate and distinct units without deficiency Charge. (C) Structural Integrity. No N61ding Shall be built in such a manner cls In arwerscly affect the Structural integrity of any other building in the Development. (d) Height. No porlion of any building on a ?tion-Anehnr Parcel shall exceed one story or 23 feet io height above grade. except as otherwise approved in writing by Derlarant Such height will not in any event exceed the limitations imposed b} applicable legal requirements. (e) Building Frurplope. No building she11 be con.smicted outside of the approved Building Fnvelope;unless Doclaranl has spceifically approved in writing a modification of such Building l:nvetope and the building is within the modified P.uilding Envelope). 2.4 Construction Requirements. (a) Performance of Work, All work performed in the construction, rnainicrimce. repair. replac.emcnt, alteration or eKpansion of any building sign or Common Area improvements located in the Development shall be performed and completed in a good and workmanlike manner. as cxpeditiorrsly as possible and in such a manner as not to unreasonably interfere, obsirtict nr delay til access to or from the Uevelopment. or any part thereof. to or from any public right-of-way. 4 tit ) customer vehicular parking in that portion of the imprnved Common Area located in front of any building :onstnlctcd it the Development. or (iii) the reccir'ing of nerrhmidisc by any husioetc in the �++ ftvelopmeni. including, without hmitalion, access to service facilities. Staging for the construction. rcpiaccmenr, alteration or expansion of any building. sign or Common Area improvementa located in the Dkvelopnierl including. without limitation. the location of any temporary buildings, or construction sheds, [he storage of building marcria4. and the parl'ing of construction vehicles and equipment, shall he limited to thal portion of an Owner's own Parcel that does not block access to any other Parcels or to that portion of the ❑ccclopmert approved in writing by Declarant. If a retail store is then open on the Anchor Parn•cl, all micli staging on a Non Anchor Parcel shall be a[ least 500 feel from the public entrances) to Such rclail store unless Declarant agrees otherwise in its sole discretion. Unless otherwise agreed by Dt,daranl, nn construction shall rrccur during the months of November or December. At Declarant" option, the staging area(s) andior construction ama(s) shall be f"c:cd at the expense of the person conlracung for the perforipArree of such work (the "Contracting Party"), Unless otherwise spccifreall) slated herein. the Conlracting Part) shall. at its sole cost and a*.prnsc, promptly repair and restore or catLs: to be promptly repaired and restorcd Io its prior condition all buildings, signs and Common Arca Imprmemcnls damaged or destroyed in the performance of such work (b) Handling of Lien Claims. The Contracting Party shall not permit any Lens to stand against any Parcel for any work done or materials furnished in connection with the performance of the word; described in subparagraph (a) above: provided, however. that the Con[racling Parry may conics[ the validity of any such lien. but upun a final delerminmion of the validity thereof, the Contracting Party shall cause :he lien to be satisfied and rcleaved of recor3. The Contracting Party shall. uabin 30 days after receipt of written notice from the Owner or Prime Lm we of air} Parcel encumbered I RLD MEYER CCSR FOkki 9 97 - Updated F— FI pr -need lag Jlmja 20. 1949 PDXIA 1:75;1 : 4�WC-ZJW by any such lien or claim of lien, cause any such outstanding lien or claim of lien to be released of record or bonded aver in accordance with applicable lava- If the Contracting Party fails to do so within such '10 -day period, then the Owner or Prime Lessee of the Parcel shall have the right, at the Contracting Pdrty's expense, to cause such lien to be bonded over. (c) Incidental 'Temporary EneroachrneriN, owners recogni7,e that incidental encroachments upon the Common Arca may occur as a result of the use of ladders, scaffolds, store front barricades and similar facilities in connectins with the construction, maintenance, repair, replacement, alteration or expansion of buildings, signs and Common Area improvements located in the Devetopmenl. all of which are permitted hereunder so long as all activities requiring the use of such facilities am expeditiously pursued to completion and are performed in such a manner as to minimize any interference with use of the improved Common Arta or with the normal operation of an) business in the Developer-nt. 2.5 Casually and Conderninatilon. In the event all or any portion of any building in the (kvelopment is (i) damaged or destroyed by fire or other casualty, or (ii) taken ar damaged as a ".silt of the exercise of the power of eminent domain or any transfer in lieu thereof. the Owner of such building shaft promptly restore or cause to be restored the remaining portion of such building or, in lieu thereof, shall remove or cause to be removed the darnaged portion of such building together with all nubble and debris related thereto. All Building Arras on which buildings are nos reconstructed following a caswfq or condemnation shall be graded or caused to be graded by the Chvner thereof tv the level of the adjoining property and in such a manner as not to adversely affect the drainage of the Development or an portion thereof, shall he revered by a ane -inch asphalt dust cap and shAll be kept weed free and :lean at the Otrner's sole cost and expense until buildings art rcennstrueted thereon. 2-6 5'tgnage; Sign Fasawnt, Unless otherwise approved by Declarant (I ) pylon sires shall not be allowed on Non -Anchor Parcels: and (2) monument signs on Nan -Anchor Parcels shall not reseed the size described in Exhibit 4, and shall only be located in approved Sign Areas. If the site plan attached w Exhibit 2 (as it may subsequently be modified in accordance with this Declaration) ponides a Clem Area located on a parcel for die benefit of another Parcel. then and to that extent, the (?v,-ncr of the dmignated Parcel (the "Sign f tvsrCr") shall have. and Declarant does hereby declare for the benefit of the designated Parcel, a nonexclusive easeMeal over the designmrd Sign Area for 04e pufpnsec of construction, operation. maintenance and replacement of Lhe Sign Owner's sign, :n accordance with t1w terms of this Dec Is ration, together with the right of ingress and egress to and from the applicable Sign Area Declarant resenes the right to relocate the Sign I-Asernent Areas. at f)eclarant's sole cost and expense (including, uilhrau limitation the cost of reconstruction of any sign(s) in the rcloca;cd Si¢n Easement Area). provided that the rel"ed Sign Easement Area provides suhslantiall:. equivalent exposure and benefit to the 0,*ncr the; is benefitted bY the relocated Sign Easement Ana. and provided further that such relocation does not materially adversely affect the acceis cr � i0111itl of any improvements constructed on any Parcel. 2.7 Building Cade Setback. Declarant initially proposes to construct, has constructed or is in the process of canstructing on the Anchor Parcel a "prototype Fred Meyer building" which is classified as an "unlimited area" building under certain building codes. (By way of explanation, No not hntitalion, an "unlimiled area" building is designated 11-N or V -N under the Uniform Building ( kdc., All huildingb conslructcd in the Development shall comply with the following requirements tunl,,s ]=red Meyer specifically agrees otherwise in advaacc jird in writing): i RED kiLS LR t'CA6k roam a 9. tirdeLJ fain, E I Phnoed iw 1anuRr. -'0. I -M9 F;ATA 1:-5:1 : 49"X N. M (d) No building shall be constructed within 60 fat of the Building JnAvclopc or any existing Minding rm the Anchor Parcel unless such building, hereinafter referred to as the "adjacent building," is located immediately adjacent to the common boundary line and is attached to the building, if any, an the adjacent Parcel; eb) If an "adjacent building" exists, then no building shall be located within hQ feet of the "adjacent building" unless such building is attached to the "adjacent building:' the "adjacent building" and all other buildings on the Parcel that are attached to the "adjacent building" and to each other are hereinafter refctrrd to as the "building group:" fc) Any building that is not part of the "building group" shall be located at least 60 feet from the "building group," and (d) lite "adjacent building" or the "building group," as the case may be, shall comply with the building code requirements applicable to an "unlimited arca" building, including without limitation the installation and maintenance of an approved sprinkler system for fire protee'ion. In addition to the requirements set forth abmc, no building khall initially be placed ar constructed on any Parcel in a manner which will, biased on then existing go%emrrntal regulations. either preclude the construction on the Anchor Parcel of an "unlimited area- building, or cause an existing `unlimited area - building thereon to no longer be in confomtance with the applicable building code requirements, it being understood and agreed, however, that subsequent changes in governmental regulations shall not obligate a Owner to modify or alter its existing building. If inquired by any governmental authority. each 0 ner ;grecs to join in a recordable declaration which confirms the existence of a 60 -foal clear area around the applicable Building Lnceiopes (w actual build,ng areas within the Building fnvelopea). 2-8 Temporary License, Each Owner of a Parcel ("Licensor Owner") grants to the Owner of an adjacent Parcel in the Ikveiopment ("Licensee Owner"), and the contractors, naa,,malmen and laborers of the Licensee Owner, a temporary license ("License") for access and passage c,%cr and across the Common Arca of the licensor Ow'ner'% Parcel as shall be reasonably necessary for Or Licrnsec Owner in construct andror maintain improvements upon the Licensee Owner's Parcel, prmided, however, that such License shall be in effect only during periods when actual construction and 'of maintenance is being performed and. provided further, that the use of such License shall no! iuinias nably interfere with the use and operation of the COmmnn Area on the Licensor Owner's Parcel h% others Prior to exercising the rights of the License herein granted, the licensee Owner shall first deliver to the Ucenwr Owner a written statement describing the need to exercise rights under the Ijeenu. and, in addition, shall tteliver to the Lleensor Owner a certificate of insurance evidencing that it, contractor has obtained and has in force general public liability insurance with such coverage and Ilrnrts as shall be reasonably acceptable to the Licensor Owner, and statutory workmen's compensation Ca, cragc. .A Licenser Owner availing itself of the License shall promptly pay all [;915 and expenses Am4>.-late.d with such work. shall diligently complete such work as quickly as possible, and shall promptly clean dtc area and restore the affected Portion of the Common Area to a condition which ib equal to or iwiirr than the condition which existed prior to the commencement of such wort. 2.9 Boundan Line Construction Flt%D %IF4'FR C47&R FORM . 9 97 updated r, rm r. t Pna.cd lis; JIML 4 _U. 177 POSIA 5:'521 ' 4o4 ) Ilan (a? In order to accommodate any building improvements that may inad%ertently he constnx:tod beyond a Parcel's boundary line. each Chvner grants to Cat -h (loner owning and adjacent Pamel an easement in, to. over. under and across that portion of the grantor's Parcel adjacent to such common boundary line for the maintenance and replacemem of such building improvements to a maximum lateral distance of six inches (t)'). (b) In the event an Owner constructing improvements on its Parcel (-Co structittg Owner") determines that it is nw,assary to place underground piers, footings andlor foundations ("Subsurface Construction F:fanenLs") across the boundary line of its Parcel. the Constructing Owner shall advrsc the Owner owning the adjacent Parcel (the "Adjacent Owner") of its construction requirement and shall provide plans and specifications relating thereto. including proposed construction techniques for the Subsurface Construction Elements, The Adjacent Owner hereby grants and conveys In the Constructing Ownrr for th► lrnrfit of itm Parcel an m4emcnt, not to exceed a Inaximurn lalcral distance of 5 feet, in, to. [order and across that portion of the Adjacent Owner's Parcel not theretofore occupied by any then existing structure. for the installation, maintenance and replacement of such Subsurtacc Construction Flements; provided, however, that the Constructing Owner shall have no right to use such casement if the Adjacent Ov ner is able to provide the Constructing Ounce a rvasonabic aPernali;e construction method for the placement of the Subsurface Constriction Elements entirely an the Constructing Owner's Parcel. The Adjacent Owner reserves the right to require the Constructing Owner to mcdif3 the design specifications for the Subsurface Construction Elements in order to permit the Adjacent 0%-t.•r the opportunity to utilize the same in connection with the construction of its building irnmWiately adjacent to the cnmman boundary line. If a common Subsurface Construction Uvl zricnl is used by the parties, each shall assume and pay its rewonahle share of the cost and expense of the design and construction thereof. In the event any building utili»ng a common Subsurface Constrtiction Hcrrlent is destroyed acid not replaced of is re rioted, the corrtnhrn Subsurface C'onstructien 1:1cinent shall remain in place for the benefit of the other building utilizing the same. (c) 'tile foregoing cerement grants shall not diminish or waive any right of art owner to recover damages resulting from the constructing Owner's failure to consinwi its building within its Parcel line in the case. of (a) above, or within the mzement arta limils in the case of (b) atmvc. T7re easements m each instance shall: (1) continue in effect for the term of this Declaration and thereafter fu; so long as the building ufiliring the easement area exists (including a reasonable period to Ni -mit recomiru; tion or replacement of such building if the some shall be destroyed, damaged or dernolishedi: and (2) include the reasonable right of access necessary to exercise and solo. such grant upon the terms and with the limitations described in Section 2.9 above. (d) Nc4hing herein shall be deemed to create or establish a "common" or "party" uall to be shared by buildings construclud aiong the common boundary lines between the Parcels. Access Fwsernents; Parking. 3.1 Access Faso rienits in Comrmn Arca. Subject to the terms and conditions in .hip DeclaTuhun. the Owners shall have a non exclusive easement over, and the Permitted Persons shall F ttUD MF. ER CC&R FORM 9 97 tlpdjtrd R,— F. I Punted 1Aat lamun :0, 1994 PD\IA 1:73:I; 499MIL0 r have the right to use, the paved portions or paved sccenways and the improved pedestrian walkways within the Common Area for these purposes: (i) ingress and agrees of Permitted Persons sad their veLkla to and from any portion of the Development and public streets adjacent to the Development; (ii) movement of pedestrian and vehicular traffic of Permitted Perjoas from any put of the Development to any other part of the bevaloputent; and (ail) loading and unloading. The Common Arena may be used for directional sips, sidewalks, walkways, landscaping, perinate* walls and fences, puking lot lighting, utilities said service facilities, all consisted with such easements, 7be Common Area may also be used for parking, subject to the provisions of Section 3.2 of Chia Doc&ration. 3.2 Pltrldgg. Fich Owner shall r0irasm an rich Owner's Panel sufficiarl parlang apsoes to meet the mads of the ompk7 a, customers and invitees of Owner and its tenants, and to satisfy =Mrmx is of the City of Rendon codm (without reprd to or inclusion of the non-exclusive Cottttrwia Area parking rights ertdef this Declaration). Except with the prior written consent of Detuant: (i) no Owner of n Nat -Anchor Pluoel shall reduce the number of parting spates on such Owner's parcel from the number approved by Declarant is review of the Owner's site plan; (ii) each Owner of a Non -Anchor Paine) seal! in any event maintain on arch Parcel u toast five, (S) parking spsem for each 1,000 square feel of 6uiidit Ates on its Parval (pppyM, for soy reatamml, tavern, or similar use, an Owner shall maintain at least 12.0 puffing spaces for each 1.000 square foot of Building Ara& devoted to such use, rte .+ except ae oiherwiac approved in writing by Decknat); and Cw) no Owner shall apply for a variance from the requirements of any applicable coda so as so reduce the number of spaces required on such Owper's pascal. Ernployees of as Owner and of its tenants u to the Owner's Parcel shall not have, as a result of this Declaration, the contrachal right to pule in poroses of the Development other than the Owner's Parcel (except se may be mutually a8eed and sa set forth in it written agreement between the fee owner of the Parcel and the user). Me Owners shall cooperate with each other in taking any reasonable steps required to avoid any abuse of this provision or other violation of this Declaration. 3.3 Rados. The Declarant my adopt, make, modify and mform reasonable rules and regu4eora consisiapt with this Declanatian for the purpose of regulating the use of tiro Common Area Onciuotiog without limWttioo use of parking area by employees sad othaa), regulatitig vehicular traffic direction along madwaya, and promoting the safety, order, and cleanliness of the Development. Emb Owner and Prime f.easec will rause its tenants and their respective customers, employees, independent contractors and invilm to comply with such reasonable rules and regulations. 3.4 No Barriers. No feauces, walls or barriers to aoaess will be erected on the con vnan boemduy litres between the 1Pa mos that would uam woeably muwfere with the use for access, ingress and agrees of the Common Ana, without the prior written consent of the Owners of the Parcels with such common boundary line MW the written consent of the Declarant. 4. Failure to Operate Non-Anehdr Pored. 4.1 Certirkatlon of limpmvemeni COR. Upas completion of the building sad improvements m a Non -Anchor Pared, and on W subsequent alteiraim, feconstrucAim. sxpandaa, modifkatioo or remodeling thereof, the Owner of a Noe -Anchor Pastel shall provide Declarant with a statement certified by Owner and its tenants (m applicable), as to the actual hard costs of oorstrtkAoo (the "Lnprovemmf Cost") incurred in such eonstrarcfion (dommined is accordance with generally accepted accounting principled, as slumn an the records of Owner or its team") with m"e"et to the FRED MEYMt CC&R Pow - 9197 - upda w Form li-I Pnmed lax: lanury 20, 1999 PDxIA•1I7321.2 49M2M dw building arA improvements on the Paned (excluding fumishingi, trade fixture, equipment and other personal property) (the "Impmvmwto"). 4.2 "Ga 4bA" Prowbim>4, (a) Appkeim If a Major Anebor Store is now or hereafter contracted on the Anchor Parcel, then the pm;sions of this Section 4.2 will apply to the Non-Anebor Parcels for the period commencing os the date hereof and ending of the data 20 year* from the date of this Declaration. (b) Nodm of Ekellm to Diaesntinue Business, If, after completion of const—don of the Iamgx WOMML on a Neo -Anchor Parcel, 40 pmucut or more of the gross building area of the Improvemmts on a Non -Anchor Parcel are at any time not operated for business by the owner for its resents) (such failure to operate business in 40 parent or atone of such grow building arras it referred to as a "Fahr to Operate"), and if such Failure to Operate continues for a continuous period of at least 12 Mattis (at which tire, the Failure to Opetatta becomes a "Trigger Event"), for any reason other dm (i) strikes, lockouts or other labor difficulties, acts of God, the requirements of my local, matt or fodual law, rule or regulation, fire or other c u; silty, condemnation, war, riot, insurrection or any other reason beyond a party's teasanabko control ("fore urgjare" events), or (ii) temporary closure due to the restorattioe, reconstnutioa, expsonim, slteraticn, modification or remodeling of any improvements C� located an the Parcel( vim, that Owner is pursuing such worse with reasonable diligence, subject to "farce majeaue" delays) (a Failure to Operate for one of the reasons dated in subparagraphs (i) or (ii) above is an "Reused Uatsare"), dteo the Owner shall give written notice to Declarmt (the "Notice of Q, Flee im") that Owner intends or anticipates that the Trigger Event will occur, The Notice of Election will include the anticipated date on which Owaer intends to discontinue operation of btufvaas (if previously co"WkMoed), (c) Option to Purdwe, Notice of Exeseise. If an Owner delivera a Notice of Election under this S*aian, Declarant has the option to purchase the applicable Non -Anchor Parcel, exercisable by written notice to Owner, such notice to be delivered to Owner within 190 days after Declarant's receipt of the Notice of Election (the "NaBat of ExftvW"). The exercise of the option pursuant to such Notice of Excmise will not be affective until the later of (i) the date the Trigger Event ocean, or (ii) the 30th day after delivery of the Notice of Exucise to Owner. The Notice of Exercise shall specify the date on which Declarant proposes to close the pumbase of the Non -Anchor Parcel. (d) Di owildmuaee of Rusiiness Widmut Notieq option. If a Failure to Operate occurs on a Non -Anchor Parcel and eoolinues for the 12 -month time period specified in Section 4.2(b) for reasons other than an Excused Closure, but the Owner flails to deliver ■ Notice of Flection as requirW by Seeder 4.2(b). dean Deelarsnt shaft have an option to purchase the Non -Anchor Parcel, exercisable by delivering a Notice of Pmrcise to the Owner ad the applicable Non -Anchor Parcel, at any time after the Trigger Event occurs. (e) Taste of Option. If Declusw exaxciaa an option grsssiod tender this Section 4.2, then, on rho date specified in the Notice of Exercise, the owner of the applicable Non -Anchor Parcel will sell and convey the Pose! to Decluami pamuant to the germs and pmmnons as set forth in the attachad>Edft 3 (which is by this tefaimw iecarpar W herein). The purchase price for the Panel will be the stem of (i) the puadaae price for the land in the original axle by Declarant to FRM MEYER CChk PMM - 9197 - Updawd Form &I pruned Ire- rrtttasry 20, 1999 t'DXIA-tr1521.2 49KQ-X a 0 the tlwrrer or its predecessor in interest; plus (4) the lIl>r of the fair market value of all Improvements on the Parcel. a ft unsmortimd portion (determined as dew bad below) of the Improvement Cost of much Improveromu an the Pursed, constructed by the Owner or its predecessors in title or tenants. The Inrveaumt Cott will be an previously certified as described in Section 4.1 above-, or, if the owner of the applic" Parcel bu failed to provi is ouch certification, as reasonably estimated by Declarant. 7Le unamnrtired portion of such Improvement Coal will be based on a straight-line amortization over a 240 -month period. Ilse `fair Martel %due" of the Improvemews, will be determined in the following mmm, The Notice of Exercise shall include Declarant'm determination of the fur market value of the Improvements. If the Owner ts to such Valise, the Owner will notify Declarant in writing no later than 20 days after delivery of the Notice of Eunise, failure to object timely shall be deemed a=pame of Declarant's determiostiou. If the Owner timely objects and the patties cannot agree on the value within 40 days after the Notice of Exercise, the MOW shall be resolved is aesnrdanee with paragraph (f) below. (1) tea- If the Owner objects to Declarant's determination of the fair market value of Imptweme to on a Non -Anchor !'enrol iA connection with the exercise of the option stated above, and if Declarant and the Owner are unable to agree on the fair marker value of the lmptovemeniM within the time limits specified in paragraph (e) above, the matter shall be submitted for determination by independwt real estate appraisers in accordance with this paragraph (1). The parties shall each adeet a certified MAI oornmercial real estate appraiser who is familiar with the relevant market. Such selection shall be made in writing by notice to the other party not low than 30 days after the Proline of Exarcise. Each appraiser will make its own determination of the fait market value within 20 days after being selected and will notify both parties in writing an to its determination. Unless Dacbmmt and the Ower agree to a eomprortiw based an such determinations within 10 drys after they are nude, the two appraisers dull mutually select a third such appraiser. Selaetiom of such third appraiser shall be made within 100 days alter the Notice of Exetcin. The third appraise AWI then. within 10 days of selection, determine which of the two fair market values proposed by the original Appraisers in closer to the actual fair market value, Mud the determination of such Ihitd appraiser dull be foul sod boding upon the partm. Each party shall bear the fees of the apprauiw selected by it. If a third appraiser is roquired, the fees of the third appraiser shall be shared equally- If a party fails to timely select a appraiaa, such party shall have waived its right to participate in the dispute resolution process, and the determination of the appraiser selected by the other party, made in goad faith, shall be binding an bah parties. The dales met forth in Exhibit 3 regarding closing the option sale will be extended by the number of days that ata required to resolve the dispute putwunnt to this paragraph, S. Regaiction on UW, 5.1 ResWc ions nn Certain Plsr>ads. Without the prior written consent of Declarant (in Dwfarant's soft discretion), no Parcel other thin the Anchor Parcel will be leased, subleased, operated or otherwise used for: (i) soy jmWry store; (ii) eery aupwmwkot (which for purposes of this Declaration morn any store, department or area within a gum, containing at least 5,000 Kentaro font of gross floor area, iuclndiag aisle space stl4 stonge, pelmarily devoted to the row sale of food for off -premises consumption); (iii) any bakery or daliasteam; (iv) the ask of fresh or frown areae. fish, poultry or produce fix off-ptemim consumption; (v) any convmmm trona (aqw that a convenience atone being operated in conjunction with a lanoline product service station approved in writing by Dacfarant and which contains not metro than I,SW square feat of grow floor aux for product display, OF such gMMAW rues AS Declarant may approve from time to time, will gg be ■ FRED MIEVIM CCAR FORM - 9M - UpdMW Pom 13-1 h toad tut: rerun 2n, 1999 Pmk1h-127321.2 499M2asa 10 0 prohibited use); or (vi) the sale of any Mica] products requiring the services of a registered pharmacist. 5.2 General Ratriedow an Use, Without tie prior written consent of Declarant (in Declarant's sole discretion), the Parcels shall not in any event be leaned, subkawd, operated or otherwise used fm: (i) the display, distribution or sale of soy "&dull" boob, "adult" filum. "adult" periodicals or "adult" calertdameat; (u) the establishment or mu0trnwox of a nussage parlor, gambling operation, "&dull" meter, "adult" bookstore, "sex" shop, "peep show" or bawdy house or brothel, or any use in violation of applicable zoning and other governmental laws and regulations; (iii) any use which emits an obnoxious odor, noise or sound which can be heard or smelled outside of any building in the Development, or which is a public or private nuisance, or which, in Doelarant's judgment, is likely to generate public protege or owtroverey interfering with the operation of the Development ae a retail center; (iv) arty distilling, refining, smelting, agricultulid, animal raising OF boarding (other than con ems pet shops), of mining operation; (v) any short or long-term residential nue; (vi) any primary use as a warehousing, uurnbling, nnanufacuuing, wage processing or other industrial operation; (vii) any motor vehicle, buck, trailer, recreational vehicle or boat salol, inuring or display; or (viii) any phWe for public assembly (meth u a church, mortuary or meeting hall). 3.3 Appewo of Proposed lire. Declarant shell bays the right to prior approval of any propowd use or cbsnge in use of any Parcel or portion thueof. Such approval must be in writing. Declarant any impose condition on its approval to any proposed nue or Change in use (including, but not limited to, restrictions related to Mood= of the environment). Declarant shall exercise its approval right reasonably. It shall be deemed reasonable for Doclannt to disapprove any use prohibited under Sections 5.1 or 3.2, or any use other than retail who or retail services oovAstent witb the Development's status n a firstclsas retail abopping development. "Retail seniors" nasion regattrutts, ftnancial institutions, real estate and stock brokerage offices, travel or insttraaee agencies, medical and dental office., and similar uses providing services directly to the public. but "remail services" specifically excludes nonprofit orpain ion office*, govorrrumat offices, office uses that do not involve direct service to coneumers, office naso in execs of 5,000 square feet, and other :uses not eusdomwily associated with or Canttiaed in fuetclus txtail developtnuxtts. WUbOUt limiting the generality of the foregoing, and by way of example, it shall be reasonable for Declarant to disapprove: (i) fla markets, fire, bankruptcy or liquidation sales, or Wes of "seconflund" or "surplus" merchandise; (ii) laundry or dry cleaning planta or lsuodromats; (Lii) training or edwAtioal facilities (other than onsite employee training by an occupant incidental to the conduct of its business); (iv) movie theaters, bowling alloys, skating rinks, pme pukxs. pool or billiard bills, dartos bolls, video arcades or other entertainment facilities; and (v) moon"ve or other vehicle service, ear wab, gaeofine sola, or on or betttery gala or service faeilitim. 5.4 Alcohol Sala. Except u otberwise epecifieally approved in writing by Declarant, in its a* discretion, no Parcel"Dbe used for stay bar, uverm, testanrant or other business operation whose annual grou revenues from the sale of alcoholic beverages for on-site and off -situ connmhption (cdlectiv*) exceed 2S percent of dee grom rovamhat of such business in any calendar year, Any Owner of a Parcel on which a business is operated in which the growl revenues from the sale of alcoholic beverages in any calendar year exceeds 20 percent of the grow revenues of ua" business; will provide to Declarant an motel writtee certification as to the perceanup of the grass reveouw from latch bumnear that Salve from the sale of alcoholic beverage* during the prior calCridar you, will rerspartd to FKw MEYU CC*R PnRbt - 99'1- Upduad Form EI t'r OWtut: laawry 20, 1999 TDxtA.131521.2 000. 1thls 11 rusombk requeeta for further mforstuim by Declarant to verify compliance with the restriction on use in this paragraph, and shall take such daps as are necessary to ensure such compliance. 5.5 Mall Raghirtios. without the prior written consent of Declarsnt (in D Urant's sole discretion), no Pared other than the Anchor Pawsl shall be developed as an open or enclosed shopping mall or o6xrwise subdivided, leased or subleased by or to more than one retail business al any one. time. S.6 Fotriranmental Provkk r for Gasoline Se"ke Sladom. The provisions of this Section 5.6 govern the right and obligations of a Nos -Anchor Parcel Owner with respect to the installation, maintesuyrce and operation of any UST System defined below: (a) De ittltiona. Unless the context otherwise specified or requires, the terns defined in this Section 5.6 Ad] have the meanings sd forth below: "Fndroameeld Lavas": The Con1prehensive Pmiroamiental Response, Compeasstioa and Liability Act, the Resource Conservation and Recovery Ad, the Toxin Substances Control Act, the Federal Waren Pollution Control Act, the Emergency Planning and Contlramity Right -to -Know Act, and any and sl1 other fodeal, state and local laws, stakdes, rules, sal nw lationa applicable to the protection {1 of human health or the eovirvnmmt, whether in euristmce on the date of this Declaration or bereinafka enacted. to defined in Sbetion 10 below. SST All Environmental Lawa applicable to the insralktion, licensing. owaersNp, or operation of UST systems in, on or under the Pad, as in existence on fax date of this Supplement or hercalter enacted. The UST Laws mchde, but ane not limited to, subtitle I of the Resource Conserv bon Recovery Act (42 USC li 6901 of seq.) and any regulations promulgated thereunder. "UST Svgs"; Any oil sump or underground storage tank system for storage of gasoline, petroleum or its froc ns, for retail sale, including all ancillary facilities and equipment such u pipes, pumps and vents. (b) Regulation of UST System Operations on the Non -Anchor Parcels. (1) Coors d IV Ins lbfi n ai UST 53em and Gasoline 5" CorrtoIWM vyhh Laws. Subject to Dec arsnt's right to prior approval pursuant to Section 5.3 of this Declaration, a Non -Anchor Pastel Owner may instal, maintain and operate s UST Syslem on the Non- Aacbar Parcel, ted may engage in the WAH arse of proline, provided that the installation. aWntertance MW operation of the USC System is in fill coraplisnce Willi all (1Jr fins (including, but ;pot limited to. the perforunuace standards for tuew UST Systema w sal forth w 40 CPR J 280.20). Nan -Anchor Parsec Owner shall rho imrall Stye Q raptor ra*very systems on all pwlim dispenam taenias on the Nod - Anchor parcel. InsWisfien of the UST System shall be performed by a pat aoll or entity that is fully licensed and hooded under applicable USC Lams. (2) . Noo-Ancbm Pucd O*w shall maintain all records required by USC Laws with respect to say UST Systems on the Non-Anebor Parcel. Non - FRED MEYER CC" FORM - 9197 - t.tpdatad Fom &t Pnend Lan: Im"u 2Q. 1999 MrXun-12r321.7 4"UNIN4 12 _-- 0 Anchor P=d Owrar shall pmoTtly provWe Declumt with copies of any and all reports, optifications or documents required to be submitted to any governmental agency in connection with the installation, operation or maintenance of any USC Systems an the Non -Anchor Parcel. (3) Proof d ibi=xW hgeansodh8ltr. Prior to the installation or Operation of any USI' System on the Non -Anchor Patcd, and at all times that any UST Systerm exist on the Non-Ann-hor Parcel, Non -Anchor Parcel Owner shall maintain and provide Declarant proof of Non -Anchor Pamd Owner's "flrarial rerponxibility" as provided in this Section 5.6. It is the pUgww of this Section 5.6 to provide Doclannl with reasonable sanuane a that Non -Anchor Petrel Owner will have the financial ability to remediate any rontaminatim cheesed by the Non -Anchor Parcel OwrePs USP Sy4em andlor Non -Anchor Pared owner's gasoline Was operations on the Non -Anchor Parcel. Non - Anchor Parcel Owner rosy satisfy this obligation by compliance with the fvumcial responsibility provisions of 40 CPR 11290-70 - 280.74 ()be "Finaneiah Ra onaibhlity RValsdosrr"). Non -Anchor Pw,cl Owner shall, harwvm, be obligated to maintain and demonstrate financial responsibility notwith- standing any waiver, r+epcal, tnodificadoo, or invalidity of the financial Responsibility Regulations, and regrttdleaa of whether the Fuancial Responxibility Regulations apply to the Non-Aachor Prated Owner's operatics on the Non-Ancbw Parcel. If the Financial Responsibility Regulations sue waived, repealed, modified, or invalidated, or if they do not apply to the Non -Anchor Parcel Owner's operation on the Non -Anchor Pure], Non -Anchor Parcel Owner shall provide financial .swrances for the benefit of Cl Declarant that afford the same level of aoursacc of Non -Anchor Parcel Owner's financial responsibility u is eonrenoiW by the lrmaaciai Reelmsibility Regulations, u determined by Declarant in Deelaraui's rcarooabie judgment. Non -Anchor Parcel Owner shall provider evidence of COM"We with the forwing requiretowti on a periodic basis as requested by Declarant, if Non -Anchor Parcel Owner fails to procure or maintain the required asanrancea of financial reaimsibility at all times that a UST System exists on wthe Non -Anchor Parcel, Declarant may, after notice to Non -Anchor Parcel Owner, purchase liability isuranco (providing coverage for the rekaw of harar im subda lcet) whtlr respect to Non -Anchor Parcel Owner's UST Systems and openWom (in an amount wkcdetd by Deriarni in Deciarant's judgment) on Nan -Anchor Pared Owner's behalf. Declarant shall be entilled to reimbursement from Non -Anchor Marcel Owner for any preaiums or expenses paid by Decisraat in comeWon with such insawance. Declarant shall be under no obligation to purchase such insurance, however. (4) Am=- Declarsal may, at any time with reasonable notice to Non - Anchor Parcel Owren, inspect the Non -Anchor Parcel Owser's itatallstion, maintre&ance and operriion of any UST System on the Nan -Anchor parcel. Non -Anchor Parcel Owner shall pmvWe Dmk mt reasonable gaga to the Non-Anebor Parcel and to adl records relating to the mmapeowd of any US1' Systan(s) on the NowAnchor Parcel. Dwkmt shell not be obligated to conduct Koch inspections, and no such inspection by Declarant small be deemed the basis of any claim of waiver of compliance with goy provision of this Suppkment or Ball create any obligation or duty to Nom-Ancbor Parcel Owner or any third party, (5) Nutlet of Rebase. Non -Anchor Parcel Owner shall immediately rwti fy Declarant upon becomins aware of any of the following: (a) ally spill, lest, disposal or other release of any Hamdow SubWA= on, under or adjacalt to the Non -Anchor Parcel or any suspicion or threat of same; (b) any notice or communication from a government agency or any other person relating to any release or suspected release of Hazardous Substances on, under or seij*mm to the Nott-Aacbm P=d; or (c) any violation of any applic" Envin nmsrttal law with respect to the Non -Anchor Para] or Non -Anchor Parcel Owner's activities on Of in connection with the Nan -Anchor Parcel - FRED MEYM CC&R FORM - 9197 - t NMAd Form E-1 Printed liar hmary 20, 199'9 Vnx1A-117711.1 ANMXa4 13 M (61 R A . In the event of a spi11, leak, disposal ar Other reltasc or threat of such release of any Hazardous Substance on, under, to or from the No)t- Anchor farr_l, or the rsasanabJr suspicion or threat of same. Non -Anchor Parcel Owner shall fa) immedialely undertake If investigalory, rerttedial, removal, and other response action necessary or appropriale to ensure that any contarnination by the Hawdous Substances is eliminated, and (h) provide 'Jeclaranr with copies of all correspondence with any governments] agency regarding the release, suspicion or ihrew of coterie, and in the case of a response action, a detai;ed report documenting all such rcFponse action, and a certificatior that any contamination has been eliminated (and if requested by Declaram, a "no further action" or similar letter or certification from an applicable gavemmenrat aurlroril ). All such work shall be nerfomed, and all reports and certificalions shall he made by, qualified and reputable environmental consultants or cnginccrs femonahly acceptable to Declarant. (7y R ie Action la isionc lir:nce. In the ,,,t Of of am violation Of any applicable 1 nvironmcntal IAw with respect 10 the Non -Anchor Parccl or Non Anchor Parcel Ownef's activities on or in connection with the Non -Anchor Parcel, M1bn Anchor Parcel Q'%rier shall Lei undertake unrnedoatcly all actions necessary to return to compliance and shall provide, Declarant with a fit detailed report documenting the actions taken by Non -Anchor Parcel [honer to retum to cornpliancc, of rcel y uFT r7 .System installed on the Nan Anchor Pa--anze�l. Non Anchor Pareel�Ouvnerwshall aner tits SOIL cost and ration of erpe.rm- +� lay cause the UW System to he decommissioned and the tanks removed in accordance with all applicable [,ST laws: fb) provide to Declarer[( a repo" documenting the dec(immissioning, ether w. ly certdication fmn) tb,.. consutogwith a ltant or eortrraetor performing the work that the system has bean elhcfpropwith legally decommissioned, and that any and all contamination has heen eliminated: and (c) if requeate'd b.% Declarant. Obtain a "eco further acrion" or .% rnilar Closure letter or certification from the applicable gm rmniental authority, which leltef shall not be conditioned on ccse res(ricrinns or Other institulianal controls. All decommissioning work shall be performu# by qualified and reputable environmental consultants or engirtoers reasonably acceptable to Declarant. f91 A1lfomylive Servile Reslri�ion5 The fotlawiag additional rrstrr, IirxLs apply In env automotive service performed by '*lest -Anchor Parcel ()*net on the Non -Anchor Parcel: ( 1) no automobiles shall be parked outside huilding(s) constructed on the Non -Anchor Parcel usrrnight: (Z} no aulotnotive service shall be performed outside any building. (3) no supplies or parts shall be stared outside any' building: and f4t no automobile tales shall be per -milted. (c! Indemnity. Non -Anchor Parol Owner shall indemnify. defend and hold ha)n))ess De larani, and its officers, directors, err)plo}ees- tenants, invitees, successors and rt_ssigns frnllcc-r,�ciy the "lrrderratitees") from and against any and all claims, liabilities, demands, fines. losses. costs and expenses (including a4lorneys' Fees at trial. or. appeal and in connection with art) petition for rct wu l (collecris•ely. ..C'laims") arising out of. in connection with or in anv stray relating to (al the breach of Rin covenant of Non -Anchor Parcel Owner contained in this Section 5.6: or (h) the use. trcalrncnt, slorage, generation. marruTacture, Irensporl, release, Will, disposal or say other presence or allrg;d pn:sence of Hazardous Substances on or under the Nan -Anchor Parccl. -'Claims" shall include ,Aithoui limitation (a) the cost of any Hazardous ,SubstancCS imestigmion. removal, remedial or other resperosc m action required by any Fnsircnental Law, reyuirrd by judicial order or by order or agreement 'Atth any' gnvemmenta] aotherity. (b) claims for injuryor death of any person, including art fndcmniier- "RT-0 [sea r.[[ cchlt I• ilia,[ . 9 97 Urd.1td :a. 19og PDXIA is 5ec : +4wo.ntn 14 M And (c) claims for damage to the property of an Indemnitee or any other person, including claims for diminution in valsre or loss of use. 5.7 Additional Resb iclioras, [CHIS SEC"T"ION HAS BEEN INTENTIONALLY DELETED.1 G. Acceptance of RaMetiorrs. Any lease or occupancy agreement subsequently entered inrn with respect to a Parcel will require that the lenani's use (and any c%anges to the original use by the tenant) must comply with applicable laws and recorded casements and restrictions affecting the property (including this Declaration). to acquiring a Parcel, an Owner (and its Prime Lessee. if any) shall automatically be deemed to acknowledge that the restrictions set forth in this Declaration are an essential W of the particular transaction covering Owner's Parcel and, further, that the restrictions set forth in this Declaration are fair wiu reaWnable to assure all Owners and Prime Lessees of Parcels of their expected benefits and the orderly and beneficial development of be Development and the Parcels, but `- not to control conspc6lion (reengnirirtg that the relevant compctitivc market consists not of the Drvclopment hilt of the broader commercial retail rnarlcet in the greater metrnpoJitan area in King Ll Cnunly, Washington). 7. Maintenance of Parcels, 7.1 [,enterally; Common on Arca Mainter unce. F ach Owner shall maintain or cause to he maintained at all times the Owner's Parcrl (including, without limitation, the general cleanliness, operation. replacement, enhancement and preservation of such Parcel) in accordance with a standard of operation as first-class facilities maintained in accordance with recognized industry standards for leading retail developments in the geographic area in which the Dcvefoptnent is situated. 'lite obligation of each Owner to mainurin its respective Parcel shall include the (`ntnmon Areas located on the (iu•ner's Parcel. including. but not limited to: (A) maintaining. repairing and resurfacing, when necessary, all paved surfaces in a level, smooth and evenly covered condition with the type of surfacing material originally installed or such substitute as shall in all respects he equal or superior in quality, use and durability. and restriping. when necessary. Such patted surfaces. fb) removing all snow. papers, debris, filth and rouse and thoroughly sweeping the arca to the extent reasonably necessary to keep the area in a clean and urderly condition. 0) maintaining. repairing and replazing. when necssary, all traffic directional signs. markers and limes: (dJ operating, maintaining, repairing and replacing, when necessary. such artificial he -hung faciiiuc,s As shall be reasonably required: and (e) maintaining all landscaped areas (including, w ithout limitation, those on the perimeter of the Parcel), and maintaining, repairing and replacing. when necessan. automatic sprinkler systems and waler lines, and replacing shrubs and other landscaping as nets-ssarr 7.2 M1laintenaLme Wor to Mvelopmenl. This Section 7 w ill not be construed as requiring (finer to develop the Parcel, Prior to such development, Owner will maintain the Parcel free of vbb;sh and debris and in a sightly condition. If a Non -Anchor Parcel remains undeveloped for more than I; months after substantial completion of a Major Anchor Store on the Anchor Parcel, such unde%rloped Parecl will be covered: (i) by grass sod (with adequate irrigalion) or (ii) by a one -inch asphalt dust cap. The cosh of all such sodding and paving shall be borne at the sole expense of the Owner upon whose Parcel it is located. All such sodding and paving shall be kept weed free and clean at the Owner's sole cxprns. until such time as huildrngs are constructed thereon. An undeveloped Parcel will I kLD VVYL9 (-,-&R FCRM - 9'9? LpJiud F,rm E l J'nnied int Janvan 7D. 7999 PD\ I A 1:19:1 1 49900 2W 13 not be surrounded by a fence. and Owner will obtain Declarant's reasonable approval of the size and quality of sign(%J on a Parcel advertising the avaiiability of the Parcel for sale, lease or development. 7,3 Maintenance of Exterior, Each Owner shall maintain for cause to be maintaineell the exle6or of any building located on such Owner's Parcel in a quality and condition comparable to that of first class retail developments of comparable nrze and nature located in the same geogrnphic area as the Development. All service facilities shall be attractively screened from view from the parking areas. 7,4 Parking Lot L41hting. Fach Owner sha.11 operate or cause to be operated the parking lot lights in the Common Areas on its parcel at full intensity at least until 11:00 p.m. each evening (or such other hour as Declarant may designate), Each Owner shall maintain the parking lot lights al 25 percent intensity (or such other r"mmaible security level as may be designated by Declarant) during all other hours of darkness ^+� S. Utility casements. W L� 8.1 Grant of Gtilify Frasements. Subject to the terms and conditions in :his �Z D "laration, tach Owner shall have a nonexclusive easement and right to operate, maintain. replace. rclxair, remove. improve, enlarge, reconstruct and, suhjecl to the conditions of this Declaration, relocate yam+- any and all utility fines- nerving such Ow"er's Parcel currentfy existing over, under or across the Utility Easement Area on each other Owner's Parcel. Subject to the restrictions in this heelaration, each Owner -half have the nonexclusive right to ;ns(ail, operate, maintain, improve, repair. replace. relocate, remove r+ and rccotwrucl Utility lines ovef, under or across the Utility Easement Arca,rop vided that any such actions do not unreasonably interfere with or impair (i) the rights of Permitted Persons to use the C'nmmon Arra for the purposes set forth herein. or fill th^. operation by Permilled Ptrcons of htminei-rs at the Development. The "Utility Lanes" mean any power line, water line, sewer line. gas line. communication line or ether utility litre, service or facility serving the Owner's Parcel exclusively or in common with the other Owner's Parcel affected thereby. 8.2 Ternn of Utility }auernenLs. Subject to the pm%isions of this Section 8.2. the Owncrs shaft have the right to install new Utility fines thrnugh the Common Area. All Utility Lines shall be undergrotrnd unless required to br above ground by applicable law or the utility providing such scn ice. The location of new or relocated Utility Lincs and the foregoing work shall he subject to the prior uriucn consent of the Owner over. undP�. or across whose property the Utility L[neS are proposed to be healed Such consent hall not be unreasonably withheld or delayed. The Owner whose consent is sought tray condition its consent on the 17tility tines not being located where the Owner intends to ronstrucl a huild_ng or other facility whose utility. use, construction or installation may ly- unreasonably interfered with by the presence of such utility Lines unless the 0-%ner proposing to locale such Utility Imes agmek In rclocale the came to another location on the Utility Easement Area at its expense to the e%Lnt nrch building or facility is actually constricted or such use is proposed to he commenced. Subject to the preceding wrtteace. if such Owner subsequently constntcts a building over a Utility Last: previously rmstalled with that Owner's consent. such Owner shall rclo-cate the fine at its expense and in such a manner as to keep to an absolute minimum the disruption in utility services. When a Utility Line is rnslalicd on another Owner's parcel the Owner who instalis the line shall give the other Owner a legal dcxnption of the location of the Urility bine and a legal des:ription of the easement area for such Utility line- At Rs own cost and expense. each Owner (a) shall maintain and repair the Utility Lines installed FRED VFYFR CCdli FORM 99' t.°POAted Form [-1 i'natcd Ire! JaiR4n Zr'. 1999 Pnl IA 12752'.: 0400 L" 16 M by such Owner for the Owner's predecessors in title); and (b) shall repair any damage to landscaping• pavement, buildings and all other improvements on the Development resulting from any work in ronrlec6on with such Utility Lines or from the operation of such Utifity fines. 8.3 Stmn Drainage. Poch Owner shall have the perpetual right and easement to discharge surface storm drainage and/or runoff from the Owner's Parcel over, upon and Across the Common Areas of the other Parrels in the Development. upon the following term.% and conditions: (a) The Common Area grades and the surface water drainage/ retention %yslem for the Development and each Parrel shall be initially constructed in strict conformance with the plaits and delaiis approved by Dcclanmi; and (h) No Owner shall alter or permit to be altereri the surface of the Crintmon Area or the drainagcirelenlion system constructed on its Parcel if such alteration would t rnalerially increase the flow of surface water onto an adjacent Parcel either in the aggregale or by directing the Row of surface water to a limited arra. C? en 9. Alteration of Common Ars, Building Areas and Building Pnvelopm. c C 9.1 In General. r� G (a) Modification by Declarant. Declarant shall have the right at any time yT,s and (Corn time to time to alter, rearrange. reduce, or relocate, at Declarant's cost, the Common Arms and the Common Area improvements in the Develnpment, or to modify the Building Envelopes. Sign Ancas or Building Area,. an any Parcel: provided. however. that no such action shall• without the consent of all materially affected Owner's). materially diminish the easemenl9 and rights granted. or materially adversely affect the purpos" stated. under Sections 3 or g of this Declaration. Declarant shill not modify any buildings or related improvromis constructed by an Owner in anv material respect, modify the h3aiWing Envelope or the previously approt•ed Building Area or Sign Corea on An Owner's Parcel in any material respect, or reduce the parking spaces provided on an Owner's Parcel (unl^_ss cqui%alent Nplacernent parking is provided), without the consent of the affected Owncr, (b) Modification by Owner. With respect to the portion of the Common Arca lying uilhin an Owner's Parcel. that Owner shall have the richt to alter, rearrange, reduce or rciocate. at such Owner's cost. that portion of The Common Area and Common Area improvements. so long as (i) doing so does not materially diminish the rights granted or materially adversely affect the purpose; stated tinder Sections 3 and 8. and (i-} the thvner obtains Dedarant's prior written approval of %uch thangc. 9.2 Required by Gorerntuentol Autbotity. If env governmental authority rt [{vires any change in the Common Area. the Owners of the portions of the Common Area affected shall nraia c- ery reasonable effort to mirtiaze the negptiv-e impact of such changes on the rights and purposes set ferth in Sections 3 and 8. In particular, if any goverrunenW authority. by condemnation or otherwise, eliminates or reduces any access between public streets and the. Development. the Owner of the affxtm properly shall make ever) reasonable effort to obtain alternative access on such Owrer's property. r 10.1a Afro FR (-C&-R rojtit 9'97 Updaucj Fornl E I Pnnied last Jrrn+rn :(I. 1999 Pt)..:1 A 1.731 : 4%a,,o :pt6 17 a 4.3 Relocated Corrrnroo Area. All of the rights and obligations set forth herein shall he fully applicable to any altered. rearranged or relocated Common Area. which shall then be deemed to be the Common Area. 10. Hatardous hfalerials. Each Owner shall maintain its property and conform its activities and the activities of its Permitted Persons on that owner's property in compliance with all applicable requirements tinder applicable Environmental laws foes defined below) with respect to the clean-up or remediation of Hazardous Subrstamrs (as defined below), the protection of the environment. the control of hazardous wastes, and the use, generation, transport, storage. removal and treatment of Hazardous Substances, and in a manner that reasonably minimizes the risk of liability, or damage to human health or the environment, from the release of Fiaxardous Substances, Any owner or occupant who shall violate (or whose tenant. licensee, or subtenant shall violate) this restriction regarding Hazardous Substances shall be liable to all other owners for all damages resulting to such owners from such violation and shall promptly undertake and complete all required cleanup and remediation. As used in this Declaration, the term "Hautrdous Substances" shall mcan any materials which because of their quantity. concentration or physical, chemical or infectious characteristics may cause or pose a present or potential hazard to human health or the envtromrtent when improperly handicel, treated, stored, transported, disposed of or otherwise managed under applicable laws and cgulations presently in effect. 'she term shall include, but is not limited to, petroleum, gasoline and all petroleum hydrocarbons, all hazardous substances. hatArdous materials and hazardous wastes listed by W, the U.S. Frivironmentai Protection Agency and the state in which the Development is located under the Comprehensive E:nvironmenial Response. Compensation and Liability Act WERCLA). the Resource ('onservatlon and Recovery Act IRCRA). the Toxic Substances Conlr,l Act {TSCA), the Federal Water Pollution Control Act IFWPCA). the Emergency Planning and Community Right -lo -Know Act (EPCRA) and an} and all other federal and stale statute.. applicahic to the protection of human health or the environment fthe "Envitronrnentail laws"l- 11. Condrmnatiom This Section 1 I shall apply in the case of a condemnation, or a sale in licu of car[dcmrution, or an intersr condemnation having the same effect. concerning a portion or all of the Tkvdopment. The award or purchase price paid for the taxing shall he paid to the Owner of the pR>perty w taken, The other Owners who may have an easement, or may have other property interest or rights under this Declaration. in the land so taken do hereby for by accepting the property covered by Ibis Declaration shall be, deen)ed to) release or waive those interests and rights with respect to such ;iward or purchase price. Such other Owners shall. however, have the right to seek an award or compensation for the loss of their easement right and other interests and rights. but only to the extent such award or compensation paid or allocated for such loss does not reduce the amount paid to the owner of the property taken. if anv access road to the Dee elopmcnt is lakes. the Owncr of the properly on which the accem road was located shall use such Ow net's best efforts to provide promptly a substitute access road to the Development on such Owner's Parcel 12. Irlswranee. Mu wghout the term of this Declaration, each Owner shall maintain. with respect In [he Easement Areas and Common Area within that Ouner's Parccl, a policy at policies of public liability insurance with a combined single limit of liability of not less than fa) 52,0[10.0170 for bodily' or personal injury or death and for property damage arising out of any one occurrence, nor less than fbi the amount of insurance normally maintained by owners of similar properties, as reasonably dc[errmned fruin Bute to time by Declarant and communicated in writing to the other Owners. The FRET) MEYER CC&R I -OW 9 97, Cpdaird Inco F. 1 F�n„iKu I.s Jm„ary :0. 1999 PDN IA I"%.'I . 499W 213th Is a Owners will provide to Declarant from time to time. as Declarant may require, certificates of insurance showing that such policies of irtsunuice: (i) name all other Owners as additional insureds; (ii) are isaped for periods of not less than one year; and (iii) are issued by insurance companies qualified to do business in the Stale in which the Development is situated and (except as otherwise approved from time to time by Declarant in writing) having a general poticyholder's rating of not leas than A- and a financial rating of not less than Class X as rated in the most current available "Best's" insurance Reports. The insurance required of an Owner may be carried by the Owner or a Prime Lessee under a plan of self insurance. cop vid?a that such Owner or Prime Lessee hoc and maintains a net worth of the higher of f l) i2 -5.0W.000 or (2) 12 tunes the required minimum single lirnit of insurance coverage required under this Section. If any Owner or any Owner's Permitted Person places any underground storage tank under the Owner's Parcel, the Owner, upon written request from any other Owner, shalt provide proof that the Owner or Permitted Person has complied with all laws, regulations and ordinances concerning such tanks, includinlo pmol of insurance and other financial rrspnriglhility that is sn required. B. Common Acress Maintenance. The Declarant shall maintain and repair the najar driving hone and acerss wsys on the Major Anchor Parcel as identified on the attached E-Khibii 2 as Part of Nclarant's obligation to maintain the Common Areas on such Parcel. As maintenance of the driving lane and access ways will be of benefit to all Owners. each Owner agrees to pay to Dmiarani an annual drive lane maintenance fee ("Drive Lane Maintenance Fee") in the atnounl of FIVE CENTS ($0.051 per square foot in such Owner's Parcel. Such fee sball be due and payable at Declaram's notice address on January 31 of each calendar year. Such fee shall be adjusted every five years in proportion to the increase, if any. in the CPI (as defined below} from the later of the date hereof or the most recent adjustment. Por the purposes hereof. "CPI" shall mean the Consumer Price Index. U.S. City Average, far all urban consumers (1982-84 = 100), for All ]terns, as published monthly by the Bureau of Labor Statistics. [.i S.D.I-.. or. in the event that such index is no longer available. such successor or other index as Is rnosl cquMilent thereto as the Declarant niav select by written notice to all Owners. 14. Defaults, 14.1 Defaults. A person shall be deemed to be default of this Declaration upon the expiratior o: 30 days 110 days in the case of failure to pay stoner ) from receipt of written notice from any Daclaram. any Owner or Prime Lessee specifying the particulars in which such person has failed 1 perform such perion's obligations under this Declaration unleec such person has, prior to the expiration of the curz period, cured the matters specified in the notice of default. However, such person shall not he deemed to be in default if such failure lexcept a failure to pay money) cannot reasonably be cured within the thin} day cure period, and such perrmn is using good faith, diligent efforts to cure the matters spcvifiud to the notice of default. 14.2 injunrlixe Relief. In the event of a violation cr threatened violation by any person of the restrictions contained in this Declaration, Declarant andJor any or all of the Owners or Prime Lomees shall. in addition to any nlher remedy available at law or in ecluily, haae the right to enjoin such violation or threatened viciltticin in a court of competent jurisdiction. it beinv acknowledged that monetary damages oil) be an insufficient remedy for such a violation. FRED NID tall CCdR FORM - 9 9% Updated F.lrni R J pr7crd les} lannar) M. 1999 Pn\iA i:7S21 2 0-M 2016 19 0 14.3 Dedarant'e Right or Sdf-Hdp. (a) Whenever so Owner is in default under Section 14. 1. and withotrt limiting any other rights that Dechtrant or any other owner may have in the event of srrch a default, at Law or in equity, Declaring stsall have the right [hitt not the obligatiop) to perform the obliSs ice of the Owner giving rise to such default, provided that Dcclaraat first gives the defaulting Owner at least 10 days notice of Declarsat's intention to perform the obligation, and provided that tie Owner ham not coved the defauh prior to egxrafm of vetch 10 -day period Declarant shill be entitled to mtribursemeat From tit defaulting Owner for reasonable costs incurred in performing or eoarracting for performanoe Of such obligations (plus, as to my default consisting of a failure to maintain Common Areas an an Owner's Parcel, an administrative fee of 20 pet of Poch caw). Reimbursement owing but not pr mVdy made absll bear interest at the leaner of (1) the highs rale permitted by law or (2) the "prime" or "reference" rate of it tweet as publicly announced from time to time by U.S. National Batik of Ofegon or its successor (or if welt designated bank's prime or reference rate of interest is no longer publicly available, then the prime or tefereax rate of interest of such other regional or national bank as Declarant may select by written notice to all Owner), plus 4 pave nt per annum, from the date of billing until reimbursement is made. (b) Declaraol rball have a lien on the Parcel of an Owner that fails to reimburse the Declarant as required by paragraph 14.3(a); p8yklod however, if s bolts fide disport exists an to the existence of such default or the amount data, and all wrdisputed amountm are paid, thine " be no right to place a f eco on vetch Owner's Parcel mill wtcb dispute is settled by final court decree or mutual sgreemmt. Such lien dial] only be effective wben filed for record by the Declarant as ■ claim of lien against the defaulting Owner in the office of the recorder of t4tn county in which the Davelopmmt in located, signed and sckaowledged, which shall contain at least: (1) an itemized statement of ail anv=ts due and payable pursuant thereto; (2) ■ description sufficient for identification of that portion of the mid property of the defaulting Owner which is the subject of that lien; (3) the name of the Owner or reputed Owner of the property which is the subject of the lien; and (4) the name sod address of the Declarant The ban. when eco established saw= the teed property described in the lien, WWI be prior and superior to July right, title, interest, lieu of claim which may be or has been acquired or attached to such real property after the time of filing the lien. The lien awl be for the use and benefit of the Declarant and may be enforced and foreclosed in a wit or action bmugbt in any court of competent jurisdiction, 14.4 EfTed ofDeladl or NYon�Vse. No Owner or any other person WWI be eatideod to cancel, rescind, or otherwise winirista this Doelaratioe as amormt of any default beteunder, bW this ahslt not limit nay Owner's rights and remedies granted huaroder on account of such default. Abandonment or adnate (afar receipt of a certificate of occupancy) of asesoical lights hereunder or of the property by an Owner will not reduce of affect an Owner's obligation to pay its shave of coda for required acceft way maintenance twmda Section 13 of this Declaration, at to perform or ormrply with the terms of this 1)eclstation. is, Term. This Declaration shall be perpetual (except as provided below) and shall tun with the land and shall be binding on and shag imus to the benefil of the parties hereto, their heirs, wccesmors or assigns. By unanimous consent, all Owaen may agree to terminate this Declaration, in which can they shall cause to be recorded an instrument ac>mawle lSing such termination. FRED MEYER CC" FORM - 9193 L Updaud Farm &I mm" tau: lowasty 20, 1949 FDX1A-LT1S21.2 4OM2046 20 16. [il NYW il'rovldorts. 16.1 Stain of Tide; Pfnperty Tata. This Dmkra km its granted subject to all prior easements and ancumbeaaces of recard. Escb Owner warrants that it will defend the title mod the other Owners' intermix ander this Declaration apimt any m ftgW, tax lien or construction or other liar claim- (i) which affaw the Development or Pared, (ii) which asserts priority over the interest of the other Owner(s) in enforcing this Declaration or which affects any other Owma(s) rights under this Declaration. and (iii) which is attributable to the party itadf or its tesants, &Keats, contractors or rrbeentrwkwL This Declaration will not be mdhardinated or rendered inferior to any future financing by any Owner. Each Owner sh0 pay before ddi uWt all property taxes and anaameats assessed on such Owner's Pare] sad the improvements conatructed Ilimon. 16.2 Protection of or Nott. No breach of the provisiom in this Declaration shall defeat or reader invalid the lien of my mm%ngo(s) or deeds) of trust now or hereunder executed which affects an Owner's iwtereds pursuant to this Declaration; provided, however, dial upon any sale under foreclosure of any murtpge(s) or under the provisions of any deeds) of taut, Any purchaser at such sale, and its successors and mmigns, shall bold any and all property interest so purcliamed subject to all of the provisions of this Declaration. O16.3 Wsh r. No provision of this Declaration shall be deemed to have been waived unless such waiver is in writing signed by the waiving party, Failure at any brae to require performance of any provision. of this Declaration "am limit as Owner's rift to enforce the provision- Any waiver W4 of any broach of any proviaion shall not be a waiver of any succeeding breach or a waiver of any provision of this Declaration• 16.4 Afbarttrya' iters. In the event suit or action is s'mdituted to interpret or emfarm the terms of this Declaration, the prevailing party shill be entitled to recover from the other party such sum as the court may adjudge reasonable as coda of litigation (including discovery cAmb), and a attorneys' fees in preparation for tad at trial, on appeal of such suit or action and on any petition for review, in addition to all other rims provided by law. 14.5 lndmmkj•. Eieh Ower and Prime Lessee shall defaid, indemnify and hold the other Owners and Prima Lessees harmless from any claim, loss, liability of expemw (including discovery costs and other litigation costs, and reasonable attorneys' fees) that: (a) srisea out of or in connection with the failure to perform or comply with the terms, tgtrictiotts and provisions of tills Declaration by the indemnifying Owner or Prime Leasee; or (b) arises out of or in connectiom with the intentional arts or grass negligeasce of the indemnifying Owner or Prime Lessem or the employees, repreaeotatives, igads and indepeadrnt coutractM of the isdernnifying Own" of Prime Lrasem, or my oc"nence on or in dic indemnifying Owner's or Prime Lemm's Building Area; or (c) arises or media fivm the pWormamce of any comerucdon activities perlbrad nr asithodned by such indemnifying owner or Prime Lessee;vpro riled that the obligation to defend. indemnity and hold harmless for matters described in elatrw (b) and (c) shalt in the emmt of caonrno ttegtiptem or miscomliaet exclude claims to the- extent that they are caused by the neagatce or intedknW miacon&&el of the indemnified parson, or its agents. contractors or employers (whlk acting in such capscity). 16.6 Pies Apa i neat This DmIarstion supersedes and repltew all written and oral agremn ants previously made or exlstiny with rapid to the mum ret forth above. FRED MEYER CC" FORM • 9197 - Vp4W Form PA Primal 1": Jsnwry 2e, 1994 FOXIA-127!21.1 49A004W 21 0 I& 16.7 Goverrft law. Ws loch ation will be govertred and oondtrued in accordance with the laws of the State in which the Development is situated. 16.8 Status Cw fk2te, J€donnation. within 20 days altar receipt of a written request, an Ownw or Prime Lessee shall promptly deliver a written Rows certificate to the Owner or Prime Lessee regtating the sumo, stating (i) the current status of my work being performed or costa Previously incurred which may be subject to reimbursement under the Declaration. (ii) whether this Declaration is unmodified and in full force and effect, and (iii) whether (to the bat of the pruty's knowledge) the other Owners) or Prime Leasee(s) are in compliance with their respechye obligations hereunder, and may other ermine the may be reasonshly requested. Any request for raimhursemem of casts for which reimbursement is provided herein taunt be made within six months after the and of the calendar year is which the coma are incurred and will be aecompuned wilb such information on the work perfnmted and carts incurred a an Owner or Prime Lamm may reasonably require to verify the request. The party regmwung reimbureameal will promptly respond to nquaeta for additional information about `-' such work and costs. 16.9 Ndicas. Notice given under this Declaration mhall be in writing and delivered C� by certified or registered U.S. mail, postage paid with return receipt regi e"l- by United Stater exprns s mail or other established exp ens delivery service (nxh as Federal Eximrsa), postage or delivery charge prepaid; by facsimile or other relecomtmunication device capable of transmitting or creating a written record; or personally. Each Owner .hall give notice to arch other Owner of i'e addrm for notice by written notice to rho other Owner. Unless a party da ftnata another address for notice by notice given 1: purwsnt to this Section, notices to Declarant deuld be met to the following address: 7o Declarer[: ROUNDUP CO. c/o MW MRY>!rR Si'0M' @fC. PO Box 42121 PoKland, Overm 97242-0121 (Street Address. 38W SE 22nd Avenue, Portland, Oregon 97202) Attu: Senior V.P./MOICDO facsimile No.: (503) 797-3539 with a copy to: MW MEYF.It, iQVC. PO Box 47121 PoMmd, Oregon 97242-0121 (Street Address: 3840 SE 22nd Avenue, Portland, Oregon 97202) Attn, Corporate Real Estate Attorney/M01C1LD Faaimite No.: (503) 797.5623 to the absence of such notice of an Owner's mkh* s for notice purposes, any notice under this Declaration may be given to the addreft to which property tax statements arc delivered by the taxing saWmity. Far tie purpnsrs of that th0wo6on, tho term "roe*" stat( mean the earlier of any of the following: (i) the date of delivery of the notice or other document b the address specified pumum to this Section as shown on the return receipt or by the records of the courier, (ii) the dale of rctaal receipt of the notice or other document by the office of the person or entity specified pursuant 10 this Section. or (til) in the on of refusal to accept Jelivery or inability to daiver the notice or other document, the earlier of (A) the date of the attempted delivery or refund to accept delivery, (B) the d" FRED MrIYER CC" FORM - 9197 - ilpd" Favre E -I Praxes Nr: Jimmy 20, 1999 MIA -1273212 4"(&2416 22 i of the postmark on the raxum receipt, or (C) the date of receipt of notice of mfttul or notice of ruxedelivmy by the amding party. 16.10 Amend Bents. Except as otherwise at forth herein, this Declamation may not be modified, amended or terminated except by the written agreement of all Owners (except that Declarant's rights may be and will be transferable as described in the definition of 'Declarant'); provided however, that (i) Declamt may amend this Decimation to add land to the Development or mace reasonsbk modiFicationa to the boundary lines of the Panels within the Development without the consent of any other Owom other than the CWner of the Parcel(s) whose bnuadary linea aro being adjwW, and (ii) Declarant may amend this Declaration at any time to release land outside the Anchor Pswel (as it may exist from time to time) from the Development so Iong u the land to be releaaod does M love on it any aroessways or Utility Fines emended by the remainder of the Development (or if thele are accessways or Utility Litres on the land to be renewed, Declarant shall have obtained and recarded an easement instrument for purposes of continuing the easements contained in this Declaration r otwithstarrding the mkaw of the land from this Deelarstlon). An Owna may waive one or more of its right$ under this Declaration in writing signed by the party, arra such writing need not be recorded. Other thso as referenced in the forgoing, no modification or amendment of any provision of this Declaration shall be binding unless in a written inamment duly signed and notarimnd by the Owaas (or Prim. Leaaeea) of all Paruela within the Davelopuent. Any such modif radon or amatdmeot shall be �i effex ve when rwordad in the real property records of the County in which the property is situated. GO 0 16.11 FBed of D&AWadsn. Noddq in this Declaration, express or implied, shall cli confer upon any person, other than the Owners and Prime Lameets, any right or remedies under or by reason of this Declaration. The rights and remedies of tenants and other persons are limited to those contained m the lease agreements or other agreements the parties may have with such tenants or other persona uta to thane rights and mamAes odrcrwise explicitly conferred by such parties on such persons. Nothing in this Declaration shall prevent any Owner or Prime Lmeaee from imposing on sWh Owner's or Prime Lcsm's own tenants or other persona being granted rights of muse, eitber expressly or by implication, by the Owner or Prime pewee, such rules, regulations and restrictions as the Owner or Prime Lzmee may daenninc to be necessary or appropriate. Each right granted pursuant to this Declaration is expressly for the benefit of the props dy described on the attached Exhibits. 16.12 5ut cum and Aattiigm. Every obligation under this Declaration shall nun with the land and shall be binding upon the Ownsn and upon the heirs, persoW teprneatatives, successors and swigps of each of the foregoing, as owners or Pritoe Lessee of the Parcels and may aubdi 4mm thereof. Any vsk enee in Deelaram or to an Owna or Primes Lesdee dial apply only aro long as the party owns or is a Prime Leuee with respect to a property within the Development (unless the contest cIcariy mquims otherwise, and except as otherwise provided in the definition of "Declarant" with reaped to trutsfer of Declanwt's rights), and thereafter such mfae:ow aha! be intended to apply to such party's successor or assign. Any tentaferoe of any Owner's puree! WWI automatically be deemed, by acccptanee of title to such property, to have assumed all of the obligations set forth in this Declaration tion relating to such property. The Owner or Prime Imam shall, when rich transfer is oasaurtmakd, be relieved of all liability that uises dwafter under this Dbclarittim, but sash Owner or Prism Lasaet: shall net thereby be relieved of liability that arae before emb time rend which ramaia unsensfied. An Owner or Prime Levee has the right to assign to may tenant(s) of the Owner or Prime lessee its rights aced obligations ender this Declaration throughout the term of the leases) to sixh tenants) m for a diodes H" Rt UR CC" CORM - 4197 - Updated Form 9-1 PnoW tut: Jrawry 7.0. 1994 PDxt.e-127521.2 694X42%6 23 6. 16.17 Prime Lessor and Sale and Sale-leaseback Purchaser. Notwithstanding, anything to [lie contrary contaitted in this Declaration. it is expressly agreed that in the event of a Prime lza.w on a Par ef. the parties and (heir ssecessors and assigns as (heirs or Prime 1,esseers of the Parcels shall. for the duration of the Prime Lease, took solely to the Primc Lessee for (and the prime Lessee shell be liable therefor) the performance of any obligations that eiher the Pritm lessee or the Prime IA~m,or shall have under this DeclafahUn, and the Prime Lessor shall not be liable for any breach, non- complian:e of failure to perform any obligation hereunder by the Prime iia W or with respect to its Parcel liy entenng into a Prime arose. Prime L.e_csce shall conclusively he deemed to hate agreed to Ix subject to all [crams and provisions of this Declaration, including the provisions of this Section. and no cunscnt or other acknoulcdgment shall be required of clic Prime Lessee. I-RT'.D M -Y ER r-f:&k I -ORM 9 ?' L'rdrted Pnmi E I Ponied list hr -- O. i91T7 Poi IA 1.7521 : 499W 2U0 �S tinic its the Owncr or prime Lessee may agree, but this shall not release the Owner or Prime Lessee from its obligations or liabilities under thin declaration. 16.13 Effect of Invalidation. If any provision of this Declaration is held to he invalid or unenforceable for any m-Ason, such provision shall be ineffective to the extent of such invalidity or unenforceability. but the validity of the remaining provisions of this Dcch ration shall trot be affected thereby. Furthermore, in lice of each such invalid or unenforceable provision, there shall be added automatically as a part of this Declamlion it provision as, nimilar in terms to such invalid or unenforceable provision as may be possible and be valid and imforccable. 16.14 Not a Public Dedication. Nothing contained in this Agreement shall he deemed to be a sift or dedication of any portion of the D3cvelopment In the general public or for the gr.ncral public or for any public purpose whalwvver, it heing the intention of the parties that this o-4 +.r declaration shall be strictly limited to and for the purposes herein expressed. Lsuhsequem) 16.15 No Partnership; d1sclakiler. No provision of this Declaration or previous for conduct or nctiOies of the parties and/or present or subsequent Owner(s) will be construed: {17 It) as making the partiesrms and1UT pcnl or subsequent OumcrW a partner. joint venturer, agent or princi- O pal of or wih each other, fill as creating any express or implied obligation for Declaranl to conslmct a retail huitding or other improvements on its Parcelfs) Or to develop or operate the. Eie 'clopment or the Anchor Parcel as a Dred Meyer retail devel,,pment or otherwise. or (iii) ax making Declarant and/or present nr : ubsequent Owncrfso responsible for payment or reimbursemerit of any costs incurred by each v� other. whether or oar such developmentccurs {cxceot xs may he exlrregsly set forth berein or as expme ly set forth in the purchase and sale agreement, dneiopment agreement or other written agree- ti noen'.s excculed b% the parties). Whether and how Declarant may develop or operate the Development Arid the Pan:cl(a) ouncd and'or Icascd by declarant are at Declarant's discretion. No person will have Rn5 claim against for fight to recover any damages or costs from) Declarant in the event De laranl does not develop or operate the Developrnent and the Parcells) owned andlor teased by Declarant. 16.16 Exercise of Appnorral Rights; Limitation of Claims. declarant shall exercise its approval rights under this Ikclaration in good faith haled on its rispectivc business judgment and a: tial knowledge, and any exercise of curb rights in good faith shall be binding B} execution of this Agreement or acceptance of its deed to a Parccl ias applicable). each Owner expressly agrees Ihg 1>x-Igrxnr wry not be liable in dainages for any denial or withholding by IJeclarartt of consent or approval under this Declaration, and that the sole remedy of the party requesting such consent or approval shall be sperifir performance or other injunctive relief. 16.17 Prime Lessor and Sale and Sale-leaseback Purchaser. Notwithstanding, anything to [lie contrary contaitted in this Declaration. it is expressly agreed that in the event of a Prime lza.w on a Par ef. the parties and (heir ssecessors and assigns as (heirs or Prime 1,esseers of the Parcels shall. for the duration of the Prime Lease, took solely to the Primc Lessee for (and the prime Lessee shell be liable therefor) the performance of any obligations that eiher the Pritm lessee or the Prime IA~m,or shall have under this DeclafahUn, and the Prime Lessor shall not be liable for any breach, non- complian:e of failure to perform any obligation hereunder by the Prime iia W or with respect to its Parcel liy entenng into a Prime arose. Prime L.e_csce shall conclusively he deemed to hate agreed to Ix subject to all [crams and provisions of this Declaration, including the provisions of this Section. and no cunscnt or other acknoulcdgment shall be required of clic Prime Lessee. I-RT'.D M -Y ER r-f:&k I -ORM 9 ?' L'rdrted Pnmi E I Ponied list hr -- O. i91T7 Poi IA 1.7521 : 499W 2U0 �S M 18.18 Third J%ey Berge kiary Rights. This Declaration is not intended to create. nor Shalt it be in ary way interpreted or construed to create, aay third party beneficiary rights in any person not an Owner of a Parcel, unless otherwise expressly provided herein. I6.19 Force Majeure, The period of time provided in this Declaration for the, perfannance of any act shall be exicrded for a period or periods of time equal IU any period or periods of delay carred by strikes, lockouts, fire or other casually. the elements or acts of God, refusal or failure of gniemmental authorities to gram rtecess mry permits and approvals for the act (the parties agreeing to use rcasonahle diligence to procure the same), or other causes. other than frnancW, hevnnd their reasonable contntl. 16.20 Interpretation; Other ProsLsioms. "fheseciion headings and table of contents .n this Declaration Fite for ease ryf reference only and chili not Fre drertied In define or limit the scope or conlert of any of the terms, covenants, conditions, of agreements in this Doclaration. In construing the provisions of this Declaration and whenever the context so requires, the use of a gender shall include all other genders, the tisc of the singular shall include the plural. and the use of the plursl shall include the singular. IN W1TNL5S WHEREOF, the undersigned has caused this instrument to be dul) executed as of the day and year first written ahnve. Declarant: -S FA H: 01 OREGON l ss County of Multnomah I ROUNDUP CO. By: ./"Its- -S 1t Thr foregoing insimment was acknowledged Wore me this _3049 da) of Eby -J1 lyA b% 'St l,)t-r i_ tA. r el • the VjCe. 5!JClltof ROUNFLP CO., a W%shington cnrpnrahnn. on Frehalf of the torporatinn. IN WITNIM W FFT;RLUF. I have hercunlo set nnv hand and affixed my official sea] the dar and tear first alx>3p Written. 3�-ams-_� •r j� _ fiUSANNA SCHWEII'ZEq � No Public for Oregon r}( Ib(7r R15 commission expires; U�IX)6�M4Sa X%4 rrpif ; .4h` . I li"U `tli:.l'FR E (-&R Faust a 9- Gpdalnl term E I Prsn�r,! hs1 ia-- :.0. 1949 ~:oa5 25 0 0 R TP A ixgal 13cscriplion if Non -Anchor Nrc;cls Parcel:, R, C. D. F. F and G (i OIN of Remon Scwnddr) l.me Adjw:mcnl L1'A-99-017-LLA ac rcolydcd under Audlrnr's File No. d YD�Q01 Record. nl Kira ("011111). u8chingiirn. I H i 11 Nl 15 i R l'('& R FORM '� y- i (ala crJ FAB lRa 111 legal Descripium of Anchim Parcel Parcel A (iJ Car of RcI)Ion Boundary Linc Aduslmcni Ll A -99-017-1.1-A as reouded wider ALL1111IT'h HIC N -I. q?p Ycc.Yp61- --- -. Recnril-, ref King (-nunn. WaOmgain, 7M1)'Al NiKit MiIORM Y4- IJjAicdlmwI I,i� rd 6 1 %lar.h i I. 19'? All a Sitc PW Drawing A3 4 NORTH 44--D; M EXHIBIT 3 Repurchase Option Tema This Exhihit contains terms relating to the rights of the Declarant under Section 4 of that certain Declaration of Covenants. Conditions, Restrictions and Casements ("Ikclaration") dated pertaining In certain Parcels described in the Declaration. I. DEFINITIONS. As used in this Exhibit. the "Ounct" ii the Owner of a Non -Anchor Parcel boder the 1kclarntion, the "Option+" in the Declarant under such fkciaration. and the `Option Property" is the owner's Panel. Capitalized terms not otherwise defined herein will have the meaning slated in the Declaration. 2. INCORPORATION OF rERMS. 'the provisions of Section 4 of the I eclaratino are incorporated Wmin. pursuant to which Optionee has the tight and option ("Option"') to repurchase the Norl-Anchor Parcels on the o:currence of certain conditions As described therein. 3. STATUS OF THE OPTION PROPERTY AND TITLE. 3.1 Access to the Option Properly, During the option period. defined below. ezi shiner shall permit Optionee or its authorized o. designated representatives of agents to enter upon the L1 Option Ibuperty al re&wrtable times upon reasonable advance notice (as to the date, title and purpose for the entry) for the purpose of examining the Property- 3.2 Conduct Until Closing. Until the closing date after any exercise of the vOplion. (I,4ner will maintain the Option Property and shall pay all Iicns or properly taxes and asses.5ments 1411% imposed on the Option Property. 3.3 Outdartding Agreements. Following exercise of the Option. Owner will not oiler colo Am leases. fxcupancy agreements or other agrce17ent5 affecting the operation or use of the Option Property which will be binding on Optlnnee after the dosing of purchase if the option is cxcrctsed. csecpl as tnay be re&-cnably apprmed nt writing by Optionce during the option period. 3.4 Title Re". As soon as practm-able after exercise (if any) of the Option, the partica will cause to be furnished to Opttonee a preliminary title report (with full copies of any exceptions) from a title company selected by Optionee ("Title Compiuny"i showing its willingness to issue tillr insurance on the Option Property l 3.5 Rescission of Ayrrmuent. If the title report drserib 4 in Section 3A shows anti exceptions other than those cristin€ when Ou'ner acquired the Property from (3ptionee. or as subsequently appru%ed by Opliunec. r7wner is responsible for obtaining a release or discharge of such matters lather than easements not materially interfering with the operation of the Op;ion Pruperty). if (inner is unable or fails to eliminate any disapproved exception. Optionee may elect_ at its option, to res,nd this Optron try' nrrlice to the other party-: provided, if the disapproved exception is a financial cm;trmbrance. Op;ionee shall also have the option to sue for specific performance of the obligation to remote the disapproved exception. In such evznl. all obligations of the parties under this Option shall themafter cease, unless Optionee notifies Owner within 10 days after such rescission that Oplionce elects t -Ria) MEFGR CCAR FORM 9 4- - Lpd.led K -mi E I t�nrW i.n JAMAM 20. 19W VD\ IA 1775:1 : 49alk ai40 a to waive its prior disapproval of the exception_ In addition. Owner shall have the right to rescind Its cxcrcrs.^ of the Option at any time from the date of exereise through closing. 4. CLOSING PROCEDURE, 4,1 Date of Closing. This transaction shall be closed on a date selected by Optionec and r sonably acceptable to Owner, within 30 days after exercise of the Option (the "Closing Date-). 4.2 Prbrarions. At closing, properly taxes and other expenses associated with operation of the (Mion Property ("Expenses") shslI be prorated and adjusted betwe<n the parties as of the Closing nate. 4.3 ;Kanner and Ptaee of Closing. This transaction shall he closed in escrow by an officer of the Titic Company at its main office in Portland, Oregon, or as otherwise rnutaally Agreed 1,1% the parties. Closing shall take place in the manner specified in chi,: Option. 4.4 Closing. On the Closing Elate, this ttansaction will be r(oseci as follows: (a) The prorations described in Sccuon 4.2 will be made and the parties shall he charged and credited accordingly. N Owner will couvey the Option Properly to Optionee b) statutory k special A arr'anly deed, subject to no liens or encumbrances, other than those permitted under Section i.5_ [Amer will execute a "non -foreign person" MRPTA affidavit, in fonn reasonably acceptable to Optionee, TIN fc) Optionee shall pay to Owner in cash the total purchase price for the v Option Pfoperty, adjusted for the charges and crcAits set forth above. fi (d) The Title Company shall havc deli%rcred a commitment letter ,ornmitting to issuc the policy described in Section 3.5, upon recordation of the closing documents. (e) Owner shall be charged the amount required to obtain release of liens lif any). Optionce shall be charged the recording fees for the deed. Owncr shall be charged the preinwrn for the owner's title insurance policy and the State and County excise and documentary starnp taxes 'lizc escrow fee shall be divided equally between the parties. 4.5 Title Ittcsuranee. As wxin as practicable after the. Closing nate. Owner shalt furnish Optiuncc with ail owner's standard ccterage policy of title insurance in the amount of the total prirrha,.e price for the Option Property. subjccl only to the standard printed exceptions of the Title Compam . and cxceptioats for the nulttcrs under Section 3.4. 4.6 Possesci011, OunCr w iii dclitier sacanl possession of the Option Property to Oplionce on the Closing Darc. 5. TER'MI'NATION. This Option shall expire on the date t%enr; (20I years from the date f the Duclaratron. if the Option has not teen previously exercised. In the cticot Owner should fail to I RLL %SL's Fat rr sR FORM 4 9' 1'Pdslcd Fenn F. i Pint e,l la ct lv­.n =0. iM Piz\ia i�?3-1 19000:0:6 0 close this transaction fethcr than as a result of optionm's failure to exercise the Option or perform Optionce's obligations under this Option). Optionee shall be eaiiiled to a refund upon demand of any moneys deposited with Title Company in connection with the Option, and Optionee shall be entitled to all remedies allowed at law and equity for breach of contract, including the right to enforce specific performance of thii Option. 61 FAILURE TO EXERCISE OPTION. In the event Oplionee does not exercise the Option with the option period specified below. Optionee shall. upon Owner's request, execute such documents m Owner may provide and reasonably require to evidence the expiration or lerminatiorl of this Option. GENERAL PROVISIONS. 7.f Binding Effect:. This Option shall be binding upon and inure to the benefit of the parties, their successors and assigns. 7.2 Brokers. FAch party will defend, indemnify and hold the other party harmless from any claim, loss or liability made or imposed by any party claiming a commission or fec in connection with this transaction and arising out of its own conduct. 7.3 Prior Agreements. ThiF document is the entire, final and complete agreement of the parties with respect to Optionee's option to purchase the Option Property and supersedes and rcplACc% All written and oral agreements previously mAde or existing between the parties or thEir representrakes, with respect to this Option 7.4 Other General Provisions. The terms of this Option include the following General Pnitisions contained in the Declaration! Sections 16.3. 16.4, 16.7, 16.12, 16.15, 16.16 and III 18 M. OPTION PERIOD. The Option gray be exercised by Optionee at the times and upon occurrencc of the conditions specified to Section 4 of the Declaration. The Option shall in any event cxplrr ou the date twenty t20) years after the date of the Declaration. 'I}re "option period" means the period of time commencing on the date when the conditions specified in the Declaration giving Uptionee the rigid to exercise the Option occur, and ending upon the expiration of Optionec's right to exercise the Option as staled in the Declaration (ar, if the Option is exercised. on the Closing Date). 9. RfGIFFS OFOPTIONEE (DECLARANT) TO WAIVE OR MODIFY TERMS OF OPTION. As to any noes -Anchor parcel. 0otionee (Declarant) retains the sole right to waive or modify the time periods or conditions or other provisions of Section 4 of the Declaralion As to any Non-Anchof Par: el, by written agreement between Optlonee (Dedamrll) and the party acquiring the pion -Anchor Parcel from Dcclaranl or any subsequent Owner of the Non -Anchor Parcel. without the need far Declarant to amend the Declaration itself or obtain the consent or joinder by any third patty, it is undersiood and agreed char the Option is in favor of Declarant only land its successors ,and assigns, as "Declarant" ander the Declaration) and is not for the benefit of any third party. fNO MORE TEXT ON THIS PAGE) Fk LO hl F:YF* CC ,LR FORM 9 9' Vpdaled F,rm E i P ­ :I'd !.,I l actim 'G•. 1999 Pnx;A i.r3:l ' AwQx'.0+6 0 Exhibit 4 Sign Criteria nutparcel Sign Specifications Maximum altowable size fav monument signs located within Fred Meyer store developments. a Cn Return Address. Camille Taylor Ralston Montgomery Purdue Blankinship & Austin PLLC 5800 Bank of America Tower 701 Fifth Avenue Seattle, WA 98104-7096 mob 20021127003834 CONSENT AND SIGNAGE RIGHTS UNDER DECLARATION OF COVENANTS, RESTRICTIONS AND EASEMENTS (Renton, Washington) i�-A err / I `7 C] C Reference Number(s) of related document(s): 9904062560 Grantor: FRED MEYER STORES, INC, a Delaware corporation. Grantee: MOUNTAIN DEVELOPMENT COMPANY, LLC, an Oregon limited liability company Legal Description (abbreviated): Parcel C of City of Renton Boundary Line Adjustment LUA-99-062-LLA, AF# 9905129006. Full legal(s) on Exhibit A Assessor's Tax Parcel ID Number: 182305-9219-06. FRED MEYER STORES, INC a Delaware corporation, ("Declarant") hereby declares and grants as follows with respect to that certain real property legally described on the attached Exhibit A ("Property") bung a portion of the real property subject to the Declaration of Covenants, Conditions, Restrictions and Easements recorded under King County Recording No 9904062560 ("Declaration"). 1. Use Approval Declarant approves the use of the Property (as provided in Section 5 of the Declaration) as a health club and fitness center that may include, without limitation, the following. aerobic classes, weight CONSENT AND SiGNAGE RIGHTS CINDER DECLARATION OF COVENANTS, RESTRICTIONS AND EASEMENTS PAGE 1 training, volleyball, racquetball, cardiovascular and resistance machines and spa services, together with related activities including, without limitation, the following'. weight loss advising and related programs, chiropractic services, tanning, therapeutic massage, sports and rehabilitation therapy, babysitting, the sale of juice, sports beverages, yogurt, vitamins, supplements, nutrition bars, sports and workout apparel, spa -related products and limited food service. 2. Building Envelope. Declarant approves the Building Envelope (as defined in the Declaration and as provided in Section 2.3 of the Declaration) on the Property as shown on the attached Exhibit B 3. Parcel C Sign Can. A pylon sign is presently located on the .Anchor Parcel (as defined in the Declaration) owned by Declarant, on the south side of the Rainier Avenue South entrance Declarant grants to Mountain Development Company, LLC, for the benefit of the Property, and to its successors, assigns and tenants, the exclusive right to use the east half of the approximately 12 feet by 3 feet 3 inches sign area on the pylon sign as shown on the attached Exhibit C ("Parcel C Sign Can"); provided, however, that Declarant shall not be required to incur any expense in connection with the maintenance of the Parcel C Sign Can or the installation and maintenance of the sign face in the Parcel C Sign Can. Declarant grants to Mountain Development Company, LLC, for the benefit of the Property, and to its successors, assigns and tenants, a non-exclusive right of ingress and egress over the Anchor Parcel and the pylon sign for the purposes of operation, maintenance and replacement of the Parcel C Sign Can and the CZ> sign face in the Parcel C Sign Can Electrical service for the benefit of Parcel `'`a C Sign Can shall be separately metered and billed direct to the owner of Parcel C 4. Parcel E Monument Sign. Declarant approves the Sign Area (as defined in the Declaration and as provided in Section 2 6 of the Declaration) on Parcel E of City of Renton Boundary Line Adjustment No. LUA-99-462-LLA recorded May 12, 1999 under Recording No. 9905129006, being a revision of Recording No. 9904069001, in King County Washington as shown on the attached Exhibit D. Subject to obtaining the necessary permits from the City of Renton, a monument sign conforming with the requirements of the Declaration may be constructed in the Parcel E Sign Area ("Parcel E Monument Sign") Declarant grants to Mountain Development Company, LLC, for the benefit of the Property, and to its successors, assigns and tenants, the exclusive right to use the east half of the bottom half of each side of the Parcel E Monument Sign (when constructed); provided, however, that Declarant shall not be required to incur any expense in connection with the installation and maintenance of the sign face on the Property's portion of the Parcel E Monument Sign Declarant grants to Mountain Development Company, LLC, for the benefit of the Property, and to CONSENT AND SIGNAGE RIGHTS UNDER DECIMATION PAGE 2 OF COVENANTS, RESTRICTIONS AIND EASEMENTS Its successors, assigns and tenants, a non-exclusive right of ingress and egress over Parcel E and the Parcel E Monument Sign for the purposes of operation, maintenance and replacement of the sign face on the Property's portion of the Parcel E Monument Sign. The Monument Sign shall be installed by Mountain Development Company, LLC and ultimately be responsible for only 1/4 of the cost of the monument sign. Upon completion of the installation and final billing, ROUNDUP CO. will reimburse Mountain Development Company, LLC for 3/� of the total cost. 5. Covenant Running With Land. This instrument and all the covenants and agreements herein shall run with the land and be binding on and inure to the benefit of all future owners of the real property subject to the Declaration, including the Property. DECLARANT: FRED MEYER STORES, INC. a Delaw-ara corporation cB By. W" Its: STATE OF OREGON ss COUNTY OF MULTNOMAH I certify that I know or have satisfactory evidence that gc b.e w � c u i r e �. -- �L' ;1s� is the person who appeared before me, and said person acknowledged that hefshe signed this instrument, on oath stated that he/she was authorized to execute the instrument and acknowledged it as the of FRED MEYER STORES, INC to be the free and voluntary act of such party for the uses and purposes stated therein. Dated OFFICIAL SEAL Name r . �rv.sZ\ C 'T � �n FA J0 KNUTH NOTARY PUBLIC, State of Oregon NOTARY PUBLIC -OREGON My appointment expires ' � / ��� COMVISSION NO 341236 MY COMMISSION BffES MARCH 20, 2005 CONSENT AND SIGNAGE RIGHTS UNDER DECLARATION PAGE 3 OF COVENANTS, RESTRICTI'IONS AND EAsFmFNTs co Cn EXHIBITA Legal Description of Property PARCEL C OF CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO LUA-99-062-LLA. RECORDED MAY 12, 1999 UNDER RECORDING NO. 9905129006, BEING A REVISION OF RECORDING NO. 9904069001, IN KING COUNTY WASHINGTON CONSENT AND SIGNAGE RIGHTS UNDER DECLARATION EXHIBIT A OF COVENANTS, RES'T`RICTIONS AND EASEMENTS C% CIN EXHIBIT B Parcel C Building Envelope CONSENT kND SIGNAGE RIGHTS UNDER DECLARATION EXHIBIT B OF COVENANTS, RESTRICTIONS AND EASEMENTS ars+ EXHIBIT C Parcel C Sign Can EX€S SIG ."+r t ILLU 4i DISPLAY 70 BE MODIFIED TO ;AC`L AT; ADDITIONAL TENANT FACES �+S iRhS+'1'A CONSENT AND SIGNAGE RIGHTS UNDER DECLARATION OF COVENANTS, RESTRICTIONS AP1U EASEMENTS EXHIBIT C � t ars+ EXHIBIT C Parcel C Sign Can EX€S SIG ."+r t ILLU 4i DISPLAY 70 BE MODIFIED TO ;AC`L AT; ADDITIONAL TENANT FACES �+S iRhS+'1'A CONSENT AND SIGNAGE RIGHTS UNDER DECLARATION OF COVENANTS, RESTRICTIONS AP1U EASEMENTS EXHIBIT C Q@L EXHIBIT D Parcel E Sign Area CONSENT ,2 1D SIGNAGE RIGHTS UNDER DF.Cf,. RLRx['[ON OF COTENANTS, RESTRICTIONS RAID EASEMENTS EyH[BIT D EXHIBIT D (continued) C,' RAINIER A11'C-- SO 0 E%ISTIK DRWFI,'A C 1 PROPERTY LIKE C14rt NE34 9'-0' x 2`-1' % 10',3' MONUMLNT SIGN $Y OTHERS + ALL 51C.NAGlr TO CONFORM TO CITY OF RENTOR SIGN CODE CONSENT AND SIGN WE R[CHTS U N )Ll,R DFCT_ w �1 m FSI-iim,r D-? OF CO% FNANT5 RE5TR[CCIONS V.Ni) E XSENIENTS Branch :FAK,User :AGAR Order: 5207981' Station ID :DPQY After Recording Return Document to: City of Renton City Clerk 1055 S. Grady Way Renton, WA 9$057 2011011001003 AS 70.00 gw��s:aAMERICANa, EXCISE TAX NOT REQUIRED slog WY Title: PERMANENT EASEMENT Property Tax Par * 0007200209 Project File #: TED 403430 Project Name: Rainier Ave South (SR167)-South Grady Way to South 2 Street Abbreviated Legal Description: Ptn Parcel F, BLA No. LUA-99-017-LLA, Rec- 9904069001 Grantor(s): Grantee(s): M-70 1. Fred Meyer Stores, Inc., an Ohio 1. City of Renton Z-4-70 (03 corporation, successor by merger to 2. Puget Sound Energy, Inc. a AM S Fred Meyer Stores, Inc., a Delaware 3. Qwest Communications Corporationl corporation 4. Comcast orf Washln on, Inc. PERMANENT EASEMENT Grantor, FRED MEYER STORES, INC., an Ohio corporation, successor by merger to Fred Meyer Stores, Inc., a Delaware corporation, under the imminent threat of Grantee's exercise of its rights of eminent domain, for and in consideration of $10.00 and other valuable consideration, does by these presents, grant, unto the CITY OF RENTON, a Municipal Corporation, Grantee herein, its successors and assigns, an easement for slopes and utilities, and Grantor also grants a perpetual easement to utility providers including but not limited to PUGET SOUND ENERGY, INC., a Washington corporation ("PSE"), QWEST COMMUNICATIONS CORPORATION, a Colorado corporation ("Qwest"), and COMCAST OF WASHINGTON, INC. ("Comcast"), and each of them, for the purposes of perpetual duration over, under, through, across and upon the following described real estate, situated in the County of King, State of Washington, which is described in Exhibits "A-1" & "A-2" and depicted in Exhibits "B-1" & "B-2" attached hereto. Each Grantee shall have the right to cut, remove and dispose of any and all brush, trees or other vegetation in the Easement Area. Each Grantee shall also have the right to control, on a continuing basis and by any prudent and reasonable means, the establishment and growth of brush, trees or other vegetation in the Easement Area. Pale 1Fred Meyer Stams, Inc. to City of Renton tF'onment Easement KING, WA Document:EAS 2011.0811001003 Printed on:12/28/2011 5:24 PM Page:I of 9 Branch TAK,User :AGAR Order : 520798T Station ID :DPQY Grantor reserves the right to use the Easement Area for any purpose not inconsistent with the rights herein granted, provided, however, Grantor shall not construct or maintain any buildings, structures or other objects on the Easement Area and Grantor shall do no blasting within 300 feet of Grantees' facilities without Grantees' prior written consent. Each Grantee agrees to indemnify Grantor from and against liability incurred by Grantor as a result of such Grantee's negligence in the exercise of the rights herein granted to such Grantee, but nothing herein shall require either Grantee to indemnify Grantor for that portion of any such liability attributable to the negligence of Grantor or the negligence of others. Grantee acknowledges that the Easement Area is granted to Grantee in "as is" condition, without representation or warranty of any kind whatsoever. This Easement is subject to all prior easements and encumbrances of record and is nonexclusive. Grantee shall maintain the Facilities in safe and proper working condition at all times and shall, if the Easement Area is disturbed by the installation, maintenance, alteration, repair or replacement of the Facilities, restore the surface of the Easement Area as nearly as possible to the condition in which it existed at the commencement of the maintenance, alteration, repair or replacement, at its sole cost and expense. Grantee agrees to perform all work so as to avoid to the extent reasonably possible, interference with other utilities, access to Grantor's property, and operations on Grantor's property. Without limiting the generality of the preceding sentence, except for an emergency, Grantee shall not perform any work in the Easement Area during the months of November and December without Grantor's prior written consent. Grantee shall keep the Easement Area and Grantor's adjacent property free from any liens caused by Grantee, its agents, independent contractors or employees. This easement shall run with the land described herein, and shall be binding upon the parties, their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. IN WITNESS WHEREOF, said Grantor has caused this instrument to be executed this L S f �ay of l,1 _ , 2011. pw7eft Fred Meyer Storrs, Inc. to City of Renton immanent Eawment KING, WA Document:EAS 2011.0811001003 Printed on:12/28/2011 5:24 PM Page:2 of 9 Branch :FAK,User :AGAR Title: PERMANENT EASEMENT Approved and Accepted by Grantor: Order : 520798T Station ID :DPQY Property Tax Parcel No(s): OD07200209 ` Its: V i Ce esi1 d ItS: -Vic—c' "LASS ' 4. page 341= Fret Meyer Stores, hw. to City of Ration KING, SVA Document:EAS 2011.0811001003 Printed on: 12/28/2011 5:24 PM Permanent Easement Page:3 of 9 CORPORATE FORM OFACKNOWLEDGMENT Notary Seal mu STATE OF ) SS COUNTY OF ) W FJ On tttlsday of 20_LL_ before me personally appeared AD r,Xw�k' CLU Ig — I.- 1 i5C��1 to me known to be i CL_ — Q Yt,i dt.,n1 t__ _ ___ _ _ of the corporation that W executed the within instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on oath stated that he/she was authorized to execute said instrumen nd that the seal affixed is the corporate seal of said corporation. Q�p� QQ — Notary Public in and for the State of 2: Natary(Print)-I] 't'._ 1Z -_I C,rP My appointment expires: 4rc brl�t�,r�n Dated: fY)i 1 `7, Z 0 11 CORPORATE RMP ACKNOWLEDGMENT N within box STATE OF ) SS o x Ocu j v" COUNTY O F On this day of 20 11 , before me personally appeared O (}' N r"hwa a to ¢ vii to me known to Q Q o be of the corporation that N executed the within instrument, and acknowledge the said instrument to be the free oo W and voluntary act and deed of said corporation, for the uses and purposes therein o Cr- arty mentioned, and each o oath stated that he/she was authorized to execute said O►— tr��� instrument and that t seal affixed Is the corporate seal of said corporation. -0 otary Public nd for the S ate of i o Notary (Print) U S My appointment ex ire's: —1 Dated: 'n a-,-. / r A / I r page 341= Fret Meyer Stores, hw. to City of Ration KING, SVA Document:EAS 2011.0811001003 Printed on: 12/28/2011 5:24 PM Permanent Easement Page:3 of 9 Branch: FAK,User :AGAR Order : 520798T Station ID :DPQY Title. PERMANENT EASEMENT Approved and Accepted by Grantee: Property Tax Parcel No(s): 0007200209 CITY O NTON By: ��- Its:TWo L WV -6 I o"'AtVrA-�; / CDRPOR477 FrORM iqFACKNOWLEUGMENT Notary Seal must be within box STATE OF S5 COUNTY OF On this day of- � N 20,�L before me personally appeared ,11!1{Pltltfity ftl m to me known to that ion cjA '014 40, ` 10i. executed the within instrument, and acknowledge the said instrument to the the free OT ,y and voluntary act and deed of said corporation, for the uses and purposes therein 93. mentioned, and each on oath stated that he/she was authorized to execute sald Instrument and that the seal affixed is the corporate seal of said corporation. �► L/gty ��' ^ Notary Public in and fort State of i ef�tn riy��H Notary (Print) _ l c `� L t" Vv _ My appointment expires:_ Dated: 2� p Page 4 On Frrd Meyer Storrs, Inc_ to City of [Renton Permanent Easement KING, WA Document:EAS 2011.0811001003 Printed on: 12/28/20115:24 PM Page:4 of 9 Branch :FAK,User :AGAR Order: 520798T Station ID :DPQY EXHIBIT A—" I PARCEL NO. .000720-0209 PERMANENT ;EASEMENT THAT PORTION OF THE HEREINAFTER DESCRIBFD PARCEL'A; DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID PARCEL A' ABUTTING THE SOUTHWESTERLY MARGIN OF RAINIER AVENUE SOUTH, - THENCE SOUTH 70'03' 15` WEST ALONG THE NORTH LINE OF SAID PARCEL -A-, 13.87 FEET TO THE TRUE POINT OF BEGINNING; , THENCE CONTINUING SOUTH 70'03'15' WESTALONG SAID NORTH LINE. 8.00 FEET,• THENCE SOUTH 21.06' 36'E457, 35.16 FEET, THENCE NORTH 68'53'24- EAST 6-00 FEET, THENCE SOUTH 21' 06' S6" EAST, 53.54 FEET A POINT HEREINAFTER BEING DESCRIBED AS POINT "A THENCE NORTH 10' 53',34- EAST, 3.77 FEET,• THENCE NORTH 21' 06' 36' WEST, 85.34 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 365 SQUARE FEET, MORE OR LESS. TOGETHER WITH: BEGINNING AT THE ABOVE DESCRIBED POINT A ;• THENCE SOUTH 10' 53'34' WEST, 96-25 FEET, THENCE SOUTH 19' 56' 45" EAST, 26.60 FEET;, THENCE SOUTH 29' 46' 04' EAST, 33.64 FEET; THENCE NORTH 68' 53'22' FAST, 5.14 FEET TO THE TRUE POINT OF SEGINNING,• THENCE SOUTH 21' 08' 38' EAST, 14.10 FEET, - THENCE NORTH 68' 53' 22' EAST 10.61 FEET; THENCE SOUTH 21'06'31r EAST, 144,13 FEF7; THENCE SOUTH 20' 14' 3B" EAST 80.98 FEET TO THE SOUTH LINT; OF SAID PARCEL A',• THENCE NORTH 70' 03' 15' FASTALONO SAID .SOUTH LINE, 2.00 FEET- THENCE NORTH 20' 14' 38" WEST, 80.99 FEET - THENCE NORTH 21' 06' 38" WEST 144.16 FEET THENCE NORTH 62'55'14' WEST. 18.97 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 539 SQUARE FEET, MORE OR LESS. TOTAL PERMANENT EASEMENT AREA CONTAINING 924 SQUARE FEET MORE OR LESS. 45 00072002019 ESMTTDOC Pegs 1 of 2 TArCWI A-$rAITLr Page 5 Fred Meyer Stores, Inc. to City of Renton Permanent KING, WA Document:EAS 2011.0811001003 Printed on:12/2812011 5:24 PVI Page:5 of 9 Branch :FAK,User :AGAR Order: 520798T Station ID :DPQY PARCEL A'° (PER PACIFIC NORTHWEST TITLE COMPANY ORDER NO. 683499, DATED OCTOBER 29, 2049) PARCEL F, CITY OF RENTON BOUNDARY L FNF ADJUSTMENT NO. LUA 99-D I7, RECORDED UNDER. RECORDING NUMBER 9904089001. BEING A PORTION OF HENRY H. 7-0.91N DONATION LAND CLAIM NO. 37,' GOVERNMENT LOTS 11, 13 AND 16 OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 FAST, W.M., 1N KING COUNTY, WASHINGTON,• AND TRACTS 1, 2, 3 AND 4 OF SUPPLEMENTAL MAP OF RENTON SHORELANDS_ AS SHOWN ON RIGHT OF WAY PLANS FOR RAINIER AVE S (SR 187) - S GRADY WAY TO S 2ND ST, PROJECT NUMBER TED40��430 ON FILE AT THE CITY OF RENT -ON, WASHINGTON. DATE OF PLANS 12-- 1 ,t --t t 45 000,_7200289 FSMT. DOC Page 2 Of 2 TACOMA• SEAT LE Page 6 Fred Meyer Stores, Inc. to City of Renton Permanent Easement KING, WA Document:EAS 2011.0811001003 Printed on: 12/28/20115:24 PM Page:6 of 9 Branch :FAK,User :AGAR Order: 520798T Station ID :DPQY SE L/4 SEC. 18. T 23 N., R_ 5 E., W.M. TAX LOT NUMBER OQPOB � 000720-4149 8• ' 1 �% A J 87' � G jlgE PRO lj f 1 tt.0 `N Air E • 14 6 00 g 1 rN ROW N. T. S. 385 TAKE N TOTAL E&WT AREA TAX .LOT 'NUMBER N N..T.S. v 1 » 000720-0209 1 �,�'` -23rn� PARCEL '�A (PARCEL ',F' WA"99-017 � � ` � �► �� rpt �G iRECOROfNG NO, 9304089401� M-T.s: f ROW TAKE o r >�{ rriil,1 1 'a a rn (�� TAX LOT NUMBER 1 °'' 6• r' � � 782305 —9245 .2 y U Rp�L OT NUMBER P DECEMBER 2; 2040 NO. 45 g6z:0-42,99 Esmrdwg EXH18! T >— PARCEL 0007720--0209 PERMANENT EA SEMEN T Page 7 Fred Meyer Stores, Inc. to City of Renton Permanent Easement KING, WA Ducument:EAS 2011.0811001003 Printed on:12/28/2011 5:24 PM Page:7 of 9 Branch :FAK,User :AGAR Order: 52079ST Station ID :DPQY ExHia►T A -2 - PARCEL NO. 000720-0209 PERMANENT EASEMENT ''THAT PORTION OF rHEHEREINAFTER DESCRIBED PARCEL "A", DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THS' SOUTHERLY MARGIN OF SOUTHWEST SUNSET BOULEVARD AND THE NORTH MARGW OF COUNTY ROAD NUMBER 80, SAID INTERSECTION BEING IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF SOUTHWEST SUNSET BOULEVARD AND RAINIER AVENUE SOUTH, THENCE WESTERL Y ALONG SAID SOUTHSRLYMARGINOFSOUTHWEST SUNSET BOULEVARD ON CURVE TO 7 JE LEFT WHOSE CENTER BEARS SOUTH 15° 12'18 WEST, 178.20 FEET, AN ARC DISTANCE OF 43.06 FFET,' THENCI= SOUTH 01-21-4l; WEST, 15.74 FEET TO THE NORTH MARGIN OF SAID COUNTY ROAD NUMBER 80; THENCE NORTH 770 27' 01 "EAST ALONG SAID MARGIN, 43.93 FEET TO THE POINT OF BEGINNING. CONTAINING 373 SQUARE FEET, MORE OR LESS. PARCEI._A (PER -PACIFIC NORTHWEST TITLE COMPANY ORDER NO. 883499, DATED OCTOBER 29.2W9) PARCEL F, CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO. LUA 99-017, RECORDED UNDER -RECORDING NUMBER 9904069001, BEING A PORTION OF HENRY H. TOBIN DONATION LAND CLAIM NO. 37,• GOVERNMENT LOTS 11, 13 AND 18 OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN ICING COUNTY, WASHINGTON, AND TRACTS 1, 2, 3 AND 4 OF SUPPLEMENTAL MAP OF RENTON SHORELANDS. AS SHOWN ON RIGHT OF WAY PLANS FOR RAINIER AVE S (SR 167) - S GRADY WAY TO S 2ND ST, PROJECT NUMBER TED403430 ON FILE AT THE CITY OF RENTON, WASHINGTON. 0ATLc0FPL4ms 45 B 0007200249 ESM T. DOC Page 1 of 1. TACOMA• SEATTLE Page 8 Fred Meyer Stores, [nc. to City of Renton Permanent Easement KING, WA Document.EAS 2011.0811001003 Printed on:1212812011 5:24 PM Page:8 of 9 Branch :FAK,User :AGAR Order; 520798T Station ID :DPQY I O in SE 114 SEC. 18, T 23 N.. R. 5 F , W.M. S_W. SUNSET BLVD, (SR 900) ! 155.00' N 88' 38' T.91 w EXIST." R. 0. W. - � X 1 Q � 7. EXIST. R. 0. W. L -4J 06 N. Ta P0B TAX LOT NUM9E'R ui' 000720--020943.93' PROPER �INE EASEMENT AREA X373 S.F.f . f�CO. ��• � -y + 7Y L4N� tP PgoP� 5 ' TAX LOT NUMBER 000720-0190 4t 0 rN. TAX LOT NUMBER 000720-0209 PARCEL "A" (PARCEL 'F" LUA-99-017 RECORDING NO. 9904069001) TAX LOT NUMBER 000720-0126 JANUARY 20 2010 NO. 45 B , Q0072Q-0209, £SM T. dw EXHIBIT PARCEL 000720-0209 PERMANENT EA SEMEN T Page 9 Fred Mcycr Stores, Inc. to City of Renton -Permanent Easement KING, WA Docurnent:EAS 2011,0811001003 Printed on:1.2/28/2011 5:24 PM Page:9 of 9 VOLJPAGF m z 0 Z _j I- t LU iiiZ r- :3 O_ IL - 6% 1 '0 L) 0, cr 0 < m cX LU o 3: __j z co z :w RIAR nit 0 �Ip l . 1p t Fig dc p p I " � I n N�rry� 311, 1 i.... .... 4 1 .§ N, �Q1'S�8bs5T� 2M.X x x go w9" 9 lb :99 Xe� Mall E 6 jjj1'4R-;!�_jj A 1-Tra ilill, 0) xl� 011- �qj 4PA? 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CD z � u p❑ lIZIA L`�i ■j � may. 1 ¢a 3F. g� -� 2 d. .a Qco x 90� J co p Nii .esre.l cc L a r o w o Erc ry H a � U � � g Cm i i Tz&3t 0 it Ll j ry � m m o °° LA LU S nfL Am N Dm7 a a W JV O Of [n n G lK n e s W S- 1 { Z g m Z n :o I 4 Aye,■�r�f p 0OIL S wo rr JiNjj m o� !�_t AIL. �. ®9, 0 t r � y-� r F z a y l i oo. o. om gig ou Ul cc Cb o �o i SN. ki S LS Woo = ` 'top J � � L' Z Z E ILL_ Io�� -j Z IS La Eli 7 SO ..moo T KNv 48 N8 ICYP o Ir z m 0 Z -j Zo b¥\0 0 LLI 71 < z cl § -j J d� �\ § J =E3 z \r, -j 0 k � ti O N LP O Z CD � C 4-1 v y C T � r C Of U 'r `� a Vi I rs �f+ir y 't, 111 ti� S , 4 S . o� Z � x o U) C C m LOQ O .0 .- m 7L N � O L m i] N U G 'Q C1 O y 5 CL N @ C Q p m 0 LD D 2- } ID>, C C m a� E O L T fn d m D C C N a, a T O U ME 5: E -a3 a�a c m v us J E E N Y ° E o ti O N LP O Z CD � C 4-1 v y C T � r C Of U 'r `� a Vi I rs �f+ir y 't, 111 ti� S , 4 S . o� Z � x o U) 2002 000999 FIRST O'gocaN D 21 00 %11.122�zeax 10"15 WHEN RECORDED RETURN TO K=[SDG COUNTY, NA Fred Meyer Stores, Inc P 0 Box 42121 Portland, Oregon 97242-0121 Ann Corporate Law Department — 04002-23C E1923286 ss/Mizre so." S N WON Y' 61A so PAGE 091 OF 881 BARGAIN AND SALE DEED FA & 9 11 -7 (Corporate Grantor — Washington) 01 01% Grantor: ROUNDUP CO., a Washington corporation Grantee: FRED MEYER STORES, INC., a Delaware corporation Short Legal Desenptlon, Lots A, B, C, D, E, F, and G of LUA-99-062-LLA, Rec G 9905129006 (Complete legal description 1s on Exhibft A) Assessor's Property Tax Parcel Account Number. 18-23-05X9034,18-23-05$-9157,18- 23-050 9215, 18-23-05$-9218, 18-23-05�-9219,18-23-05$-9238 %%DAT240NCFD\CLDXMxflRenton%Bargam and Sale Deni Roundup to FMS doc 1 eecription: ]Cing,WA Document - Year.Montb.Day.DoC2D 2002.1122.999 Paye: Y of 3 rder: kc Comment: BARGAIN AND SALE DEED (Corporate Grantor - Washington) The Grantor, ROUNDUP CO., a Washington corporation, in order to effect a transfer of property from a subsidiary to its parent, which transfer is exempt from excise tax pursuant to Section 458-61-375(2)(c) of the Washington Administrative Code, does hereby convey and warrant to FRED MEYER STORES, INC., a Delaware corporation, Grantee, the real estate described on Exhibit A attached hereto Dated this 14th day of November, 2002 GRANTOR ROUNDUP CO., a Washington corporation Nona M. Soltero Vice President and Assistant Secretary Of ACKNOWLEDGMENT CD STATE OF OREGON ) C ss C" COUNTY OF MULTNOMAH ) Ct' 3 V— V-1- On this 14T" day of November, 2002, before me, the undersigned, a Notary Public [� in and for the State of Oregon duly commissioned and sworn, personally appeared Nona M. Soltero, to me known to be the person who signed as VICE PRESIDENT and ASSISTANT SECRETARY of ROUNDUP CO, a Washington corporation that executed [\; the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned. oFFC CAL r � MAUREEN FLANAGAN NOTARY PUBLIC for G�EGi-Or f , NpTARY PUBUC-oREQoN n COMMISSIONhl03M40 residing at, POO -7-4 4h d&E6jaoV MSIS MSSfDNEXpIRESduLY7,2t)06 My Appointment Expires '1-7 -0-O Q 1GLI)AUAP entonlBargain and Sale Recd Roundup to FMS doc 2 eacription: Aing,WA Document - Year.Month.Day.Doc= 2002.1.722.999 Page: 2 of 3 rder: kc Comment: EXHIBIT A Legal Description Renton, Washington Lots A, B, C, D, E,F AND G of City of Renton Boundary Line Adjustment No LUA-99- 062-LLA, recorded May 12, 1999 under Recording No 9905129006, being a revision of Recording No. 9904069001 in Kang County, Washington N\DA72QQ\CF=t,D\Mxf%Rcnlon\BOrgam and Sale Decd Roundup to FMS doe 3 Description: xing,wA nacument - Year. Month. Day.DoclD 2002.1122.999 Page: 3 of 3 Order: kc Comment: AGE w M z�3 • � z � m X � r zr: p' : U M LU dill -PAP an�iSl l5 ni�ox�.S, lkt 11T�Q � B ias :.:. pill j nj yu� R111 b of � - YI y € ,�Sf, F 3& � e ��g�g t� •^§ b'<�`' t'' �i� to BST s Tag sloall �--� �e � G � v4 q *4 d -•� $ T Sim € 3i� o 8 z 7� e$ j $ $ s7 tw3 CCfk 3� g g y.. pp QC. ._. .. S 7,E,"P ;�RY� MZw a$ D C� olwyC:,�yyFp5� FGaYI .�, 1h job Quil. inspi WIN Ri qq 03 "Jig p O ph '� ����� �gig- � �� � a x ��� �'��� �tg�� .� ri 1 x low W Wi Bbl $ on `2 $R J i 2',a g a$ �sgi !11ji 11 Ill A��ry �� aw"�o E w '2 y k' Q x 'ti4T- ox.81P.M.- I n '6 �i r U7 6i i5 I 10 1 I'S �v'q 1 Be INN I Rzid 112i P I I "I <Z - F a � w" Sa vowMank isd UP, ;:Iv., WW N 2 Z�O��x 3y gilt �FwRatizJS: .. � �T LJ wnaw�¢j Z pgo`W ar a a o rl i�=n(K�IQ= rl �Zs: W O L mash wp ix m � 7�zd E� � a °� y � } �ti•� �y U1 $$ i aa �zmo�o� W Zo�K"=..' �, ZZ2 •w o o ; z o 4 1 :n -ZsnWNW 6.r s..` p = I� •. �y��i•�FfCZ �Vl a'VpW N !x Fil tl L- � I � E w I, _ V zgn � O :. ♦' r a a Y s_ W H 0 o 1 Q i Ba W" R- O\ U arc d ����'�, n a 9W 8=ii mpa V zE71 i Vol ~1 G � E a _ V � 3 .Y 5.99 w :. ♦' r a a Y s_ W H 0 o 1 Q i W" R- O\ U arc d ����'�, n ~1 G � E a _ V � g a a Y s_ W H 0 o z Q i W" R- U arc d r mpa V zE71 a'y O nA� a Q zf a -3 ® o • p n � � g a _ V � g a z i -3 ® o • p a w -� 4 VOL. GE � i 1 z ft my Do1 8 t Ono Ic ow i o sso g3 WF� 8 q� I ve-l. 1 41 WVzz Yg tl b& F1¢ y 0 oili �N o W � V7 z E z dIf 'too ��� u tIOGOD � o V ,;. .,...-, ¢ vii ~. � '��•>Q � �-. if.� � � � ° o zo ul 0 ir Z Sir cr LLI zw bi� Liq uk CA c�Zzz # ssB 'All $!5 € 0. w 8 a Z)� � ® �l <4 V V V �l wm�3 c c zozz 0 Ir ulj z\�d�\~�»\� m k)%z ■< Q C3 MID Z aD G= \ F- 00 0 cm / � ,\ ƒ/��f > > \|/�������§ 0 z\�d�\~�»\� L.j ■< Q G= \ F- Ld / � ,\ ƒ/��f > > \|/�������§ � )i�/ \.�w� d' 0 L.j ■< Q G= \ F- Ld Z E > > � )i�/ LLJ LLI V) Ld C, Branch :FAK,User :AGAR Title Officer: JI Order : 4523161' Station 11) :DPQY After recording return document to: City of Renton City Clerk 1055 S. Grady Way Renton, WA 98057 20110911001002 FIRST AMERICAN D 70.00 PAGE -001 OF 009 08/11/2011 15:52 KING COUNTY, WA E2504871 08/11/2011 13:46 KING COUNTY, WA TAX SALE 310.00 $0.00 RAGE -001 OF 001 Document Title: BARGAIN AND SALE DEED Grantor(s): FRED MEYER STORES, INC., an Ohio corporation, successor by merger to Fred Meyer Stores, Inc., a Delaware corporation Grantee(s): CITY OF RENTON Legal Description: Ptn Parcel F, BLA No. LUA-99-017-LLA, Rec. 99090 0 9001 Assessor's Tax Parcel ID's: 1823059215 & 0007200209 05 -t 'Iffr AM BARGAIN AND SALE DEED City of Renton, Rainier Avenue South (SR167)-South Grady Way to South 2"d Street Project The Grantor(s), FRED MEYER STORES, INC., an Ohio Corporation, successor by merger to Fred Meyer Stores, Inc., a Delaware corporation, for and in consideration of the sum of TEN AND NO/100 DOLLARS, ($10.00), in hand paid, grant, bargain, sell, convey and confirm to CITY OF RENTON, a Washington municipal corporation, the Grantee(s), the following described real estate, situated in the County of King, State of Washington: UZ de, e- --the_ I /-M ,'n ir„-d- f6rcot7t of - FAv o��w ftC 3 Of 171 r ,.5h73 of e q iqe i* 1}o�vtu n. See attached Exhibit A-1 through A-4 (legal descriptions and depictions) and attached Exhibit B (acceptable encumbrances). The Grantor for themselves and for their successors in interest do by these presents expressly limit the covenants of the deed to those herein expressed, and exclude all covenants arising or to arise by statutory or other implication, and do hereby covenant that against all persons whom so ever lawfully claiming or to claim by, through or under said Grantor and not otherwise, will forever warrant and defend the said described real estate. Also the Grantor, Fred Meyer Stores, Inc., an Ohio corporation, successor to Fred Meyer Stores, Inc., a Delaware corporation, requests the Assessor and Treasurer of said County to set over to the remainder of the hereinafter described parcel, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided for by RCW 84.60.070. Dated this A day of M " Page i of 9 Find Meyer Stores, Inc. to City of Renton Bargain and Sale Deed KING, WA Document:DF.D 2011.0811001002 Printed on:12/29/2011 12:39 PM Page:I of 9 Branch :FAK,User :AGAR Title Officer : 31 Order : 452316T Station ID :DPQY BARGAIN AND SALE DEED 1"MI-Lr11-LI aN's FRED MEYER STORES, INC. By: —�II " fes cam( - Its: VfC.0 Pry _'� �fl S5 �t�Gt Page 2 of 9 Fred Meyer Stares. Inc. to City of Renton Bargain and Sale heed KING, WA Document:DED 2011.0811001002 Printed tin:12/29/2011 12:39 PM Page.2 of 9 CORPORATE FORM OF ACKAFO WLEDGMENT Notary Seal hin box STATE OF )SS = COUNTY OWWatJ Z On this 1'1 day of�J 20�, before me personally appeared � oV Zaku'YA� C1,4Yr G" _ L-> it tyo'-, to me known to be t C 1, the corporation that +T1 Z _,_of executed the within instrument, and acknowledge the said instrument to be the free w and voluntary act and deed of said corporation, for the uses and purposes therein to cry mentioned, and each on oath stated that he/she was authorized to execute said O o Instrument and that the seal affixed Is the corporate seal of said corporation. Notary Public in and for the St a of t Notary (Print)jgk- My appointment expires:._ZOr� Dated: M0. 1-1, CORPORATE RM ACKNOWLEDGMENT Notary Seal must be within box STATE OF S COUNTY On this day of 20 1'1 before me personally appeared x to me known to be " r H" of the corporation that rA ¢GM FE9z executed the within instrument, and acknowledge the said instrument to be the free CD m and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on ath stated that he/she was authorized to execute said �g instrum tan that al affixed is the corporate seal of said corporation. LL 0=�C,� 4 i�CD Notary Public in d for t S e of Notary (Print) Iff My app gi�tment expires: / Dated: J ia-t- ly. jW1 Page 2 of 9 Fred Meyer Stares. Inc. to City of Renton Bargain and Sale heed KING, WA Document:DED 2011.0811001002 Printed tin:12/29/2011 12:39 PM Page.2 of 9 Branch: FAK,User:AGAR Title Officer : ,II Order : 452316T Station ID :DPQY BARGAIN AND SALE DEED CITY OF RENTON ay: C Notary Seat must be within box cats G 21 w Z 1..9F WAS Its: 1 Ul%J`tCaf1GS Jw1t\'LtStr CORPORATE FOR OF ACKNOWLEDGMENT STATE OF ) SS COUNTY OF ) On this day of . to 20_IL before me personally appeared L�jyt-L– L. (= --d?—X !' tv\g IL vY\ Acam\ to me known to be L t�°°rporatlon that executed the within Instrument, and acknowledge the said Instr mefit to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on oath stated that he/she was authorized to execute said Instrument and that the seal affixed is the corporate seal of said corporation. � Notary Public in and for the Notary(Print)_ , My appointment expires:_ Dated: �� of rage 3 or 9 Fred Meyer Stares, Inc_ to City of Renton Bargain and Sale Decd KING, WA Docunlent:DEI) 2011.0811001002 Printed on:12/29/2011 12:39 PM Page:3 of 9 Branch :FAK,User :AGAR Title Officer : J1 Order: 452316T Station ID :DPQY EXHIBITA'7:1 PARCEL NO. 182MM-9215 RIGHT OF WAY THAT PORTION OF THE HEREWAFTER DESCRIBW PARCEL A', DESCRI9E0 r4S FOLLOWS. BEOWNING AT THE SOUTHF_AS7 CORNER OFSAID PARCEL A : "D CopdVER ALSO BEING ON THE SOUTHWESTERLY MARGIN OF RAINIER AVENUE SOUTH,• THENCE SOUTH 7tr 44' 10" WEST ALONG THE SOU774 LINE OF SAID PARCEL A . 25.14 FEET; THENCE NORTH 17° MT 27" WEST, 56.32 FEET TO THE NORTH LUNE OF SAID PARCEL A THENCE NORTH 70° 03' 1s' FA8TALONG SAID NORTH LINE, 2&08 FEET TO SAID SOUTHWESTERLY MARGIN OF RAINIER AVENUE SOUTH; THENCE SOUTH 17.39' 18" EAST ALONG &41D MARG1pV 69.25 FEET TO THE POINT OF BEGINlVOYQ, CONTAINING 1,448 SQUAREFEET, MORE OR LESS. (PER FIRST AMERICAN TITLE COMPANY ORDER NOL NCS24?Vea DATED JULY 21, 2006) LOTH OFC17YOFRENTONBOUNDARY UIVEADJUSTMENTNO.LUA-99-017-LLA,RECORDFOAPR/t6, 1993 UNDER RECORDING NO. 99040SWO IN KING COUNTY, WASHINGTON AS SHOWN CN RIGHT OF WAY PLANS FOR RAINIER AVE S (SR -167) - S GRADY WAY TO S 2ND Sr PROJECT NUMBER, ��pq 0301„ F)LEA'T THE CITY OF RENTON, WASHINGTON. , DATEOFPL4NS_ •41 7623059215 ROW,DOC Pe-ga 1 Of f xCQcar' TACOtM• sFArn..1: 3—Z4—E1 Page 4 of 9 1Fred Meyer Stores, Inc. to City of Renton Bargain and Sale Deed KING, WA Docuinent:DED 2011.0811001002 Printed on:12/29/2011 12:39 PM Page:4 of 9 Branch :FAK,User :AGAR Title Officer : JI Order: 452316T Station ID .DPQY SE 1/4 SEC. 18, T. 23 N., R. 5 E. W.M. VSO �. 1� TAX LOT NUMBER 182305-8168, r Z • clti ��' i R.O. W. AREA j - a 1,448 S.F.f TAX Lor NUMBER 182305-9215 P.O.B. 25,1 . PR013.t��• TAX LOr NUMBER 162305-9157 MAY 2. 2409 1+10. 41 182305 325 ROW.tiwg K EXHIer r --2. PARCEL 182305-9215 ma R1 GH 7 OF WA Y Page 5 of 9 Fred Meyer Stores, Inc. to City of Renton Bargain and Saic Dood KING, WA Docnment:DFD 2011.0811001002 Page:5 of 9 Printed on:12/2912011 12:39 PM Branch :FAK,User :AGAR Title Officer: JI Order: 452316T Station ID :DPQY EXHIBIT' A`3 PARCEL NO. 000720-0209 RIGHT OF WAY THAT PORTION OF THE HEREINAFTER DESCRIBED PARCEL 'A", DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID PARCEL 'A' ABUTTING THE SOUTHWESTERLY MARGIN OF RAINIER AVENUE SOUTH,- THENCE SOUTH i9 ° 58' 45' EAST ALONQ SAID SOUTHWESTERLY MARow, 420. 00 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL. 'A'ABUT 77NG SAID MARGIN, - THENCE SOUTH 7D° 03' 15' WEST ALONG THE SOUTH LINE OF SAID PARCEL 'A:, 6.56 FEET,• THENCE NORTH 20" 14'3W WEST, 80.99 FEET, THFNCE NORTH 216 06'38r" WEST, 144.1 s FEET; THENCE NORTH 62' 55'14- WEST, 18.91 FEET - THENCE SOUTH 68' 53'22' WEST, 5.14 FEET, - THENCE NORTH 29*46'04' WEST. 33.64 FEE T; THENCE NORTH 19' 56'45" WEST, 2660 FEET; THENCE NORTH 10'53' 34' EAST,.42.03 FEET, - THENCE NORTH 21' 06' 36' WES 7, 85.94 FEET TO THE NORTH LINE OF SMQ PARCEL A'; THENCE NORTH 70° Ola' 15'EASTALDNG 8A1D NORTH LINE, 13.87 FEET TO THE POINT OF E7EGINNING. CONTAINING 5.842 SOUARF FEET, MORE OR LESS. PARCEL A'.• (PER PACIFIC. NORTHWEST TITLE COMPANY ORDER NO 683499, DATED OCTOBER 29, 2009) PARCEL F, CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO LUA 99-017, RECORDED UNDER. RECORDING NUMBER 9904069001, BEING A PORTION QF HENRY H. TOWN DONATION LAND CLAIM NO37. GOVIw RNMENT LOTS 11, 13 AND 16 OF SECT70N 18, TOWNSHIP 23 NORTH,. RANGE 5 EAST, W.M., IN KING COUMTI; WASHINGTON, AND TRACTS 1, 2, 3 AND 4 OF SUPPLEMENTAL MAP OF RENTON SHORELANDS. AS SHOWN ON RieHT OF WAY PLANS FOR RAINIER AVE S (SR 167) - S GRAPY WAY TO.S 2ND ST, PROJECT NUMBER TED403430, ON FILE AT THE CI TY OF RE•NTON. WASHINGTON_ DATEOF PLANS- 12-414_4.3- . I I. 45 00072"09 ROW.DOC Page 1 of 1 KIP�F TACOMA- SEATRE 3--;44-1T Page 6 of 9 Fred Meyer Stores, tnc. to City of Renton Bargain and Sale OoW KING, WA Document. -DED 2011.0$11001002 Printed on:12/29/2011 12:39 PM Page:6 of 9 Branch :FAK,User:AGAR Title Officer; 31 Order: 452316T Station ID:DPQY SE 114 SEC. 18, T. 23 N., R. 5 C, TAX LOTNUMBER • 000720-0149 1" R.O-W. AREA N.TS. —5,842 S.F—+ 19-V TAX LOT NUM13ER 000720-0209 PARCEL "A" (PARCEL 'F' LUA--799-017 RECORDING NO. 9904069001 TAX LOT NUMBER 182305-9215 I OCTOBER 5, 2010 NO,. 45 0.. V ,X LOT NUMBER 1823105-9189 000720-0209 ROWdwa EXHIBI T Ll PARCEL- 000720-0209 ctem mmske -ins urbm pmax. RIGHT OF WA Y Page 7 of 9 KING, WA Document:DED 2011.0811001002 Printed on:12/29/2011 12:39 PM Fred Meyer Stores, Inc. to City of Renton Baron and Sale Deed Page.7 of 9 Branch :FAK,User :AGAR Title Officer: JI Order: 452316T Station ID :DPQY EXHIBIT B Acceptable Encumbrances Parcel 1823059215 3. Easement, Including terms and provisions contained therein: Recording Information: September 8, 1903, July 31, 1905 and November 11, 1905 under Recording Nos. 273121, 347790, 347791 and 364230 In Favor of: Snoqualmie Falls Power Company For. Electric transmission line and appurtenances thereto Affects: The Northerly portion of said premises 7. Reservations contained in Deed from the State of Washington recorded under recording no. July 2, 1959 under Recording No. 5051341, reserving all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same. 8. Easement, including terms and provisions contained therein.- Recording herein:Recording Information: December 16, 1959 under Recording No. 5113248 In Favor of. The Pacific Telephone and Telegraph Company, a corporation, Its successors and assigns For: Line of telephone and telegraph Affects: as described therein 12. Conditions, notes, easements, provisions contained and/or delineated on the face of the Survey recorded June 3, 1986 under Recording No. 8606039020, recorded in volume 49 of surveys, at page(s) 278-2788, in King County, Washington. 13. Easement, including terms and provisions contained therein: Recording Information: March 21, 1988 under Recording No. 8803210475 In Favor of: Puget Sound Power & Ught Company, a Washington corporation For: Electric transmission and/or distribution system Affects: as described therein 14. The terms and provisions contained in the document entitled "Ordinance No. 4171" recorded September 14, 1988 under Recording No. 8809140155 of Official Records. 15. Covenants, conditions, restrictions and/or easements: Recorded: October 14, 1992 Recording No.: 9210140320 16. The Terms, Provisions and Easements) contained in the document entitled "Fire Lane and open Space Easement Agreement" recorded October 14, 1992 under Recording No. 9210140321 of Official Records. 18. Easement, including terms and provisions contained therein: Recording Information: October 20, 1994 under Recording No. 9410201209 In Favor of: Puget Sound Power & Ught Company, a Washington corporation For: Underground electric system Affects: as described therein Page 8 of 9 Fred Meyer Stotts, Inc, to City of Renton Bargain and Sale E ood KCMG, WA Document:DED 2011.0811001002 Printed on: 12/29/2011 12:39 PM Page.8 of 9 Branch :FAK,User :AGAR Title Officer: JI Order : 452316T Station ID :DPQY 21. Covenants, conditions, restrictions and/or easements: Recorded: April 6, 1999 Recording No.: 9904062560 22. Terms, covenants, conditions and restrictions as contained in recorded Lot Line Adjustment (Boundary Line Revision) LUA-99-017-LLA : Recorded: April 6, 1999 Recording Information: 9904069001 Said Boundary Line Adjustment has been revised as to Parcels B, C and D under BLA No. LUA-99- 062-1-1-A, recorded May 12, 1999 under Recording No. 9905129006. 27. Easement, including terms and provisions contained therein: Recording Information: 20070322001362 In Favor of: Puget Sound Energy For: Underground utilities Affects: The east 15 feet of the south 10 feet Parcel 01107200209 4. Conditions, notes, easements, provisions contained and/or delineated on the face of the Survey, recorded June 3, 1986 under Recording No. 8606039020 of Surveys, in Icing County, Washington. S. Covenants, conditions, restrictions and/or easements: Recorded: October 14, 1992 Recording No.: 9210140320 6. Easement, Including terms and provislons contained therein: Recording Information: November 24, 1992, Recording No. 9211241168 In Favor of: Puget Sound rower & light Company, a Washington corporation For: Underground electric transmission and/or distribution system Affects: As described therein S. The terms, provisions and easement(s) contained in the document entitled "Declaration of Protective Restrictions and Easements" recorded April 6, 1999 as Recording No. 9904062560 of Official Records. Document(s) declaring modifications thereof recorded November 27, 2002 as Recording No. 20021127003834 of Official Records. 9. Terms, covenants, conditions and restrictions as contained in recorded Lot Line Adjustment (Boundary Llne Revision) WA -99 -017 -LLA Recorded: April 6, 1999 Recording Information: 9904069001 Page 9 of 9 Fred Meyer Stores, Inc. to City of Rcnton Bargain and Sale heed KING, WA Document:DED 2011.0811001002 Printed on: 12/29/2011 12:39 PM Pagc:9 of 9 U ` 2cn |� \ k \\D ' {LL [ } { » ) f ` �}( CL >L���.\\ _ ■CL 2 { EL \ -- \}�\E & -- W 73 u _ - o �& [(§/» F®0CD 2 m �Zmm ;m�\ CD (j/)} {f U ` 2cn |� \ k ' {LL [ } { » ) f ` �}( \ >L���.\\ 2 -- & U ` 2cn |� \ k LPN: 000720-0209 (PERMIT DATEE)C>WNS) CURRENT TAXES THROUGH 2011-06-03 N� 000720-0209-08 2100 - RE NTON ACQ 1993- DOCO: 19930216110 DATE : 02-16 ► � SEC 18 TWP 23 RNG 05 QTR SE; TC7BINS H H --D C # 37 PARCEL F OF CITY C]F RENTCON BC7UNDARY LINE ADJUSTMENT NC) LUA 99-017 LLA RECC]RDINC3 NO 9904069001 BEING A PC]RTIC:)N OF TC)BINS H H -D C NO 37 LY ELY OF SEATTLE CITY LIGHT CC)VINC3TON LINE II SW 1/4 C7F SECTIC]N 18 TTUS: 405 S RAINIER AV p►M�,,.,: C1C) NICKEL & COMPANY PO BC7X 35547 TULSA OK 74153 IBSESSEa 001I1 HIEFt(S) 2011 ASSESSE[ VJlkL.uE: -RED MEYER STORES INC LAND 3,456,10 IMP 3,398,00 EXEMIPTI(]NS (( TAXABLE +6,554,1 C _371 YJkXES 'i ST 111 15 i" NEI -IN ST VO AL_ TA 'TATUS PAID DELQ " ISTALLMENT 41,863-27 41,863-27 83,726.5 1MOUNT PAID (41,863-27) (0.00) (41,863-2-1 FNALTY 0.00 3,349.06 3,349_C ITEREST 0.00 837.27 837.2 )ALA.NCE DUE 0.00 46,049.610 46,049.6 SSESSMENTS CQ13E TYPE AMC)IILJN 9420 WEED CTL 2.7 9430 SOIL CC]N 9.9 2100 83,713-8 AppFIT-lC7►NAL �F�R.NI'�.�N SE CODE= 219 =01ST AMEMICAN, FANG, FAST. KIN43.9' /, -1-1 07.='1 SPM nM^mCH P E 2 QIF 1r+$ESUL.TS FRE ER: 55207901T1^0 T F,.. HGP C ]Iii1MENT.' FULL LEGAL DESCRIPT70N -C 18 TWP 23 RNG 05 QTR SE; TC)BINS H H -D CO 37 PARCEL F 7F CITY (7F RENT(:)N BDU NDARY LINE ADJUSTMENT NC) LUA 99. 7 LLA RECaRDING NC) 9904069009 BEING A PORTION OF BINS H H -D C NC) 37 LY ELY OF SEATTLE CITY LIGHT 'eOVINC3TC7N LINE IN SW 114 OF SECTION 18-23-05 AND WLY C7F 4INIER AVE S IN SE 114 OF SECTION 18-23-05 OPEN OREfS C3 F�L_E' a o 9—t A TC Fl% VKVCK 1 LJN LJYCt1iCV lJF'VH ! CV -32315T/AG J I 2010-03- 08 452316T/AG J I 2010-08- 16 452316T J I 2011-03- 24 177133T H G 2011-05- 03 77133T/AG 2011-05- 04 j20798T/A(3 KP 2011-12- 27 C10rNO1T1CNS, OISCILAIMERS AN[) EXCL_.USIC3NS -his Tax Certificate/Tax Order Report does not constitute a report on - certification of- (1) mineral (productive and/or nor/ -productive) taxes )r leases; (2) personal property taxes; or (3) other non ad valorem nxes (such as paving liens, stand-by charges or maintenance 3sessments)_ `ata Trace Information Services LLC ("Data Trace") may have arranted the accuracy of this Tax Certificate/Tax Order Report to its :ustomer (the "Data Trace Customer') pursuant to the terms and -onditions of a written tax service agreement between Data Trace anc aid Data Trace Customer (the "Tax Service Agreement")_ Any such .arranty (hereinafter, "Data Trace Customer Warranty") does not: (a) r-dend to a third party bearer of this Tax Certificate/ -Fax C)rder Report; ►) cover any changes made to the records of the taxing authority ter the "payments as of," "paid," or "payment" dates delineated it ove; and (c) cover any invalid tax information shown on the records the taxing authority or resulting from an error by the Data Trace ustomer (including, without limitation, submission of incorrect )roperty information by said Data Trace Customer)_ DATA TRACE AKES NO WARRANTIES (EXPRESS CR IMPLIEC]) WITH FZESPEC- D THIS TALC CERTIFICATE/TAX ORDER REPORT ETHER THAN WHERE APPLICABLE) THE DATA TRACE CUSTOMER WARRANTY -iy and all claims under a Data Trace Customer Warranty must be ibmitted to Data Trace by the corresponding Data Trace Customer Ind are subject to the terms and conditions set forth in the pertinent -ax Service Agreement (including, without limitation, the filing E�-adlines applicable to such claims)_ In some jurisdictions Data -race's validation of a Tax Certificate/Tax Order Report is required to ;tivate a Data Trace Customer Warranty_ ENO SEARCH King County Property Tax Information Real Property Page a KING COUNTY HOME I NEWS I SFRVICES t DIRECTORY I CONTACT King County Ecommerce Property Tax Web: Real Property Account Information Account/Parcel Summary Tax Account dumber 000720020908 Parcel Number 0007200209 Account Status This aaoaunt is active. I Tax Payer Name FRED MEYER STORES INC 990346 Mailing Address CID NICKEL & COMPANY PD BOX 35547 TULSA OK 74153 Payment Status SECOND HALF AMOUNT IF PAID OR POSTMARKED I3Y OCTOBER 31, 2012. Annual Statement Requested By $ 89,327.82 Statement Request Request Statement to be Mailgi Select Payment Amount Current Year Tax Select Pay First Half 2012 r Pay Second Halt 2012 $43,989.96 r: Interest: S 0.00 Actions r7mTjcart Uiew Carl T Search Again` ° I TO PAY MULTIPLE ACCOUNTS WITH ONE PAYMENT: To pay multiple accounts with one payment click on the "Add to Cart" button above. On the next screen you will be presented Wth an option to complete your payment or you may click "Search Again" to continue locating and adding accounts to your shopping earl. You will be able to delete single accounts from your cart prior to making a payment. If you would like to pay by mail, please make your check payable to King County Treasury, write your tax account number on your check, and send it to: King County Treasury 500 Fourth Avenue, Room 600 Seattle, WA 98104 Tax Year Details Receipts 2012 TaxlFee Distribution 12D12 Tax Information Tax: S 89,315.13 Land value: $ 3,354,200 Other Charges Noxious Weed Improvement value: $ 3,398,000 Noxious Weed $ 2.70 bevy code:2100 Conservation $ 9.99 Status: Taxable Total bll led: $ 89,327.82 1 Omit year: 0000 Amount paid: $ 45,337.86 Interest: S 0.00 Penalty: $ 0.00 _ 2012 Balance: _ $43,989.96 2011 Tax Information Tax: $ 83,713.85 Other Charges Noxious Weed $ 2.70 Conservation $ 9.99 Total billed: $ 63,726.54 Land value: $ 3,456,100 Improvement value: $ 3,398,000 Levy code:2100 Stalus: Taxable Omit year, 0000 Page 1 of 2 https:llpayments.kingcounty. govlmetrokc.ecommerce.propertytaxwebIRealProperty.aspx?... 4/12/2012 King County Property Tax Information Real Property Page Amount paid: $ 83,725.54 Interest: $ 4.00 Penalty: $ 0.00 2011 Balance: $ OM 2010 Tax Information Tax: $ 76,765.99 Land value: $ 3,456,100 Other Charges Improvement value: $ 3,446,900. Noxious Weed $ 2,70 Levy code:2100 Conservation $ 9.99 Status: Taxable Total billed: $ 76,770.6D [Omil year: 0000 Amount paid: $ 76,778.60 2009 Balance: Interest: $ 0.00 Penalty: $ O.OD 2010 Balance: $ 0.00 2009 Tax Information Tax: $ 68,712,61 Other Charges Noxious Weed $ 2.70 Conservation $ 9.99 Total billed: $ 68,723.50 Amount paid: $ 66,725.50 Interest: $ 0.00 Penalty: $ 0.00 2009 Balance: $ 0.00 Land value: $ 3,455,100 Improvement value: $ 3,446,900 Levy code:2100 Status: Taxable Omit year: 0000 KotaCoun- J News I Services Comments I ��arch Links to external sites do not constdute endorsements by King County. By visiting this and other King County web pages, you express/ agree to be bound by terms and conditions of the site. Terms of Use i PrivacyPolicy 02012 King County Page 2 of 2 https://payments.kingcounty.gov/metrokc.ecommerce.properrtytaxwebIRea] Property.aspx?... 4/12/2012