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09 September 10, 2014 CommissionCOMM-COMM-00039 Riverside County TransRortinion Commission MEETING AGENDA TIME/DATE: 9:30 a.m. / Wednesday, September 10, 2014 LOCATION: BOARD ROOM County of Riverside Administrative Center 4080 Lemon Street, First Floor, Riverside ?ye COMMISSIONERS eel Chair— Marion Ashley Vice Chair — Daryl Busch Second Vice Chair — Scott Matas Kevin Jeffries, County of Riverside John F. Tavaglione, County of Riverside Jeff Stone, County of Riverside John J. Benoit, County of Riverside Marion Ashley, County of Riverside Deborah Franklin / Art Welch, City of Banning Roger Berg / Jeff Fox, City of Beaumont Joseph DeConinck / To Be Appointed, City of Blythe Ella Zanowic / Jeff Hewitt, City of Calimesa Mary Craton / Randy Bonner, City of Canyon Lake Greg Pettis / Kathleen DeRosa, City of Cathedral City Steven Hernandez / Eduardo Garcia, City of Coachella Karen Spiegel / Eugene Montanez, City of Corona Scott Matas / Russell Betts, City of Desert Hot Springs Adam Rush / Ike Bootsma, City of Eastvale Larry Smith / Robert Youssef, City of Hemet Douglas Hanson / Patrick Mullany, City of Indian Wells Glenn Miller / Michael Wilson, City of Indio Frank Johnston / Micheal Goodland, City of Jurupa Valley Terry Henderson / Don Adolph, City of La Quinta Bob Magee / Natasha Johnson, City of Lake Elsinore Scott Mann / Wallace Edgerton, City of Menifee Jesse Molina / Yxstian Gutierrez, City of Moreno Valley Rick Gibbs / Kelly Bennett, City of Murrieta Berwin Hanna / Kathy Azevedo, City of Norco Jan Harnik / Susan Marie Weber, City of Palm Desert Ginny Foat / Paul Lewin, City of Palm Springs Daryl Busch / Al Landers, City of Perris Ted Weill / To Be Appointed, City of Rancho Mirage Steve Adams / Andy Melendrez, City of Riverside Andrew Kotyuk / Scott Miller, City of San Jacinto Ron Roberts / Jeff Comerchero, City of Temecula Ben Benoit / Timothy Walker, City of Wildomar Basem Muallem, Governor's Appointee Comments are welcomed by the Commission. If you wish to provide comments to the Commission, please complete and submit a Speaker Card to the Clerk of the Board. Riverside County Transportation Cansion TO: Riverside County Transportation Commission FROM: Jennifer Harmon, Office and Board Services Manager DATE: September 3, 2014 SUBJECT: Possible Conflicts of Interest — Riverside County Transportation Commission Agenda of September 10, 2014 The September 10, 2014 agenda of the Riverside County Transportation Commission includes items that may raise possible conflicts of interest. A Commissioner may not participate in any discussion or action concerning a contract or amendment if a campaign contribution of more than $250 is received in the past 12 months or 3 months following the conclusion from any entity or individual listed. Agenda Item No. 8G — Agreement for Toll Organization Planning Support Services Consultant(s): Cambria Solutions, Inc. 515 S. Flower Street, 36th Floor Los Angeles, CA 90071 Greg Hulsizer, Vice President Agenda Item No. 8H — Agreement with SC Engineering for the Preparation of Consent to Common Use Agreements, Legal Descriptions, and Plats to Reestablish Utility Companies' Prior Rights Relocated by the State Route 74 Widening Project Between Dexter Avenue in the City of Lake Elsinore and 7th Street in the City of Perris and Donation Agreement to Transfer Mitigation Property to the Western Riverside County Regional Conservation Authority Consultant(s): SC Engineering 16096 Chiwi Road Apple Valley, CA 92307 R.S. Chavez, President Agenda Item No. 8K — Agreements for On -Call Coordination Public Outreach Services Consultant(s): Arellano Associates 5851 Pine Avenue, Suite A Chino Hills, CA 91709 Genoveva Arellano, Principal RCTC Potential Conflicts of Interest September 10, 2014 Page 2 Moore lacofano Goltsman, Inc. 1500 Iowa Avenue, Suite 110 Riverside, CA 92507 Esmeralda Garcia, Director of Operations/Senior Project Manager Simon Wong Engineering 3880 Lemon Street, 3rd Floor Riverside, Ca 92501 Marc McIntyre, Vice President Agenda Item No. 10 — Substitution of Letter of Credit for Commercial Paper Program Consultant(s): State Street Bank and Trust Company 1 Lincoln Street Boston, MA 02111 Timothy Batler, Senior Vice President Tara Byerly From: Tara Byerly Sent: Thursday, September 04, 2014 3:58 PM To: Tara Byerly Cc: Jennifer Harmon Subject: RCTC: September Commission Agenda - 09.10.2014 Importance: High Good afternoon Commissioners: The September Commission Agenda for the meeting scheduled for Wednesday, September 10, 2014 @ 9:30 a.m. is available. Please copy the link: http://www.rctc.ors/uploads/media items/september-10-2014.original.pdf In addition for your review is the attached conflict of interest memo and the form. Please let me know if you have any questions. Thank you. Conflict of Conflict of [nterest Memo.pdf Interest Form.pdf Respectfully, Tara S. Byerly Senior Administrative Assistant RCTC 4080 Lemon Street, 3rd Floor Riverside, CA 92501 (951)787-7141 1 Tara Byerly From: Tara Byerly Sent: Friday, September 05, 2014 6:51 AM To: Tara Byerly Subject: RCTC: September Commission Agenda - 09.10.2014 Good morning Commission Alternates: The September Commission Agenda for the meeting scheduled for Wednesday, September 10, 2014 @ 9:30 a.m. is available: http://www.rctc.org/uploads/media items/september-10-2014.original.pdf Respectfully, Tara S. Byerly Senior Administrative Assistant RCTC 4080 Lemon Street, 3rd Floor Riverside, CA 92501 (951)787-7141 1 RIVERSIDE COUNTY TRANSPORTATION COMMISSION www.rctc.org AGENDA* *Actions may be taken on any item listed on the agenda 9:30 a.m. Wednesday, September 10, 2014 BOARD ROOM County of Riverside Administrative Center 4080 Lemon Street, First Floor, Riverside, CA In compliance with the Brown Act and Government Code Section 54957.5, agenda materials distributed 72 hours prior to the meeting, which are public records relating to open session agenda items, will be available for inspection by members of the public prior to the meeting at the Commission office, 4080 Lemon Street, Third Floor, Riverside, CA, and on the Commission's website, www.rctc.org. In compliance with the Americans with Disabilities Act and Government Code Section 54954.2, if special assistance is needed to participate in a Commission meeting, please contact the Clerk of the Board at (951) 787-7141. Notification of at least 48 hours prior to meeting time will assist staff in assuring that reasonable arrangements can be made to provide accessibility at the meeting. 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. PUBLIC COMMENTS — Each individual speaker is limited to speak three (3) continuous minutes or less. The Commission may, either at the direction of the Chair or by majority vote of the Commission, waive this three minute time limitation. Depending on the number of items on the Agenda and the number of speakers, the Chair may, at his/her discretion, reduce the time of each speaker to two (2) continuous minutes. In addition, the maximum time for public comment for any individual item or topic is thirty (30) minutes. Also, the Commission may terminate public comments if such comments become repetitious. Speakers may not yield their time to others without the consent of the Chair. Any written documents to be distributed or presented to the Commission shall be submitted to the Clerk of the Board. This policy applies to Public Comments and comments on Agenda Items. Under the Brown Act, the Commission should not take action on or discuss matters raised during public comment portion of the agenda that are not listed on the agenda. Commission members may refer such matters to staff for factual information or to be placed on the subsequent agenda for consideration. 5. APPROVAL OF MINUTES — JUNE 11, 2014 Riverside County Transportation Commission Agenda September 10, 2014 Page 2 6. PUBLIC HEARING — ADOPTION OF RESOLUTIONS OF NECESSITY FOR THE ACQUISITION OF FEE, BUILDING ACCESS EASEMENT, BUILDING DEMOLITION EASEMENT, PERMANENT DRAINAGE EASEMENT, PERMANENT WALL FOOTING EASEMENT, TEMPORARY ACCESS EASEMENT, TEMPORARY CONSTRUCTION EASEMENT, AND UTILITY EASEMENT IN PORTIONS OF CERTAIN REAL PROPERTY BY EMINENT DOMAIN, MORE PARTICULARLY DESCRIBED AS ASSESSOR PARCEL NOS. 118-270-034, 118-270-035, 118-270-036, 118-270-038, 118-270-039, AND 118-270-042; 102-270-011; 118-171-040; 118-171-026, AND 118-171-039; 118-171-025; AND 115-060-013, 115-060-015, 117-270-005, AND 117-270-013; LOCATED IN CORONA, RIVERSIDE COUNTY, CALIFORNIA, FOR THE STATE ROUTE 91 CORRIDOR IMPROVEMENT PROJECT, BETWEEN PIERCE STREET ON THE EAST TO THE COUNTY LINE ON THE WEST, IN RIVERSIDE COUNTY, CALIFORNIA Page 1 Overview This item is for the Commission to: 1) Conduct a hearing to consider the adoption of resolutions of necessity, including providing all parties interested in the affected property and their attorneys, or their representatives, an opportunity to be heard on the issues relevant to the resolution of necessity; 2) Make the following findings as hereinafter described in this report: a) The public interest and necessity require the proposed project; b) The project is planned or located in a manner that will be most compatible with the greatest public good and the least private injury; c) The real property to be acquired is necessary for the project; and d) The offer of just compensation has been made to the owner. 3) Adopt Resolutions of Necessity Nos. 14-022, 14-028, 14-029, 14-030, 14-031, and Amended Resolution of Necessity 13-011, "Resolutions of Necessity for the Acquisition of Property Interests in Certain Real Property, by Eminent Domain, More Particularly Described as Assessor Parcel Nos. 118-270-034, 118-270-035, 118-270-036, 118-270-038, 118-270-039, and 118-270-042; 102-270-011; 118-171-040; 118-171-026, and 118-171-039; 118-171-025; and 115-060-013, 115-060-015, 117- 270-005, and 117-270-013, located in Corona, Riverside County, California", for the State Route 91 Corridor Improvement Project (SR-91 CIP), Between Pierce Street on the East to the County Line on the West, in Riverside County, California. 7. ADDITIONS / REVISIONS — The Commission may add an item to the Agenda after making a finding that there is a need to take immediate action on the item and that the item came to the attention of the Commission subsequent to the posting of the agenda. An action adding an item to the agenda requires 2/3 vote of the Commission. If there are less than 2/3 of the Commission members present, adding an item to the agenda requires a unanimous vote. Added items will be placed for discussion at the end of the agenda. Riverside County Transportation Commission Agenda September 10, 2014 Page 3 8. CONSENT CALENDAR — All matters on the Consent Calendar will be approved in a single motion unless a Commissioner(s) requests separate action on specific item(s). Items pulled from the Consent Calendar will be placed for discussion at the end of the agenda. 8A. QUARTERLY FINANCIAL STATEMENTS Page 212 Overview This item is for the Commission to receive and file the Quarterly Financial Statements for the year ended June 30, 2014. 8B. SINGLE SIGNATURE AUTHORITY REPORT Overview This item is for the Commission to receive and file the Single Signature Authority report for the fourth quarter ended June 30, 2014. 8C. QUARTERLY SALES TAX ANALYSIS Overview This item is for the Commission to receive and file the sales tax analysis for Quarter 1 2014 (Q1 2014). 8D. QUARTERLY INVESTMENT REPORT Overview This item is for the Commission to receive and file the Quarterly Investment Report for the quarter ended June 30, 2014. 8E. ANNUAL INVESTMENT POLICY REVIEW Overview This item is for the Commission to: Page 220 Page 222 Page 231 Page 276 1) Adopt Resolution No. 14-015, "Resolution of the Riverside County Transportation Commission Regarding the Revised Investment Policy"; and 2) Adopt the Annual Investment Policy. Riverside County Transportation Commission Agenda September 10, 2014 Page 4 8F. CALPERS DELEGATION OF AUTHORITY TO REQUEST DISBURSEMENTS Overview This item is for the Commission to: Page 291 1) Designate the Chief Financial Officer, Deputy Executive Director, and Finance Manager/Controller to request disbursements from the CaIPERS pre -funding plan; and 2) Authorize the Chair to execute the Delegation of Authority to Request Disbursements. 8G. AGREEMENT FOR TOLL ORGANIZATION PLANNING SUPPORT SERVICES Overview This item is for the Commission to: Page 293 1) Award Agreement No. 14-31-155-00 to Cambria Solutions, Inc. (Cambria) for toll organization planning support services in the amount of $218,840, plus a contingency amount of $31,160, for a total amount not to exceed $250,000; 2) Authorize the Chair or Executive Director, pursuant to legal counsel review, to execute the agreement on behalf of the Commission; and 3) Authorize the Executive Director to approve contingency work as may be required for the project. 8H. AGREEMENT WITH SC ENGINEERING FOR THE PREPARATION OF CONSENT TO COMMON USE AGREEMENTS, LEGAL DESCRIPTIONS, AND PLATS TO REESTABLISH UTILITY COMPANIES' PRIOR RIGHTS RELOCATED BY THE STATE ROUTE 74 WIDENING PROJECT BETWEEN DEXTER AVENUE IN THE CITY OF LAKE ELSINORE AND 7TH STREET IN THE CITY OF PERRIS AND DONATION AGREEMENT TO TRANSFER MITIGATION PROPERTY TO THE WESTERN RIVERSIDE COUNTY REGIONAL CONSERVATION AUTHORITY Page 326 Overview This item is for the Commission to: 1) Award Agreement No. 14-31-163-00 to SC Engineering for engineering services for the preparation of consent to common use agreements (CCUAs), legal descriptions, and plat maps to establish utility easements for utilities with prior rights relocated by the State Route 74 widening project between Dexter Avenue in the city of Lake Elsinore and 7th Street in the city of Perris, for an amount of $134,358, plus a contingency amount of $13,450, for a total amount not to exceed $147,808; Riverside County Transportation Commission Agenda September 10, 2014 Page 5 2) Approve the Donation Agreement No. 15-31-018-00 between the Commission and the Western Riverside County Regional Conservation Authority (RCA) granting land acquired for mitigation purposes on the SR-74 widening project; 3) Authorize the Chair or Executive Director, pursuant to legal counsel review, to execute the agreements, on behalf of the Commission; 4) Authorize the Executive Director to approve release of contingency work up to the total authorized amount as may be required for the project; and 5) Authorize the Executive Director, pursuant to legal counsel review, to execute agreements with Caltrans to reflect non -funding changes related to the project on behalf of the Commission. 81. QUITCLAIM DEED CONTAINING COVENANTS AND RESTRICTIONS INCLUDING A POWER OF TERMINATION AND THE OPTION TO PURCHASE AGREEMENT FOR THE OLD ELSINORE MUSEUM LINE Page 373 Overview This item is for the Commission to: 1) Approve the quitclaim deed containing covenants and restrictions including a power of termination (quitclaim deed) and the option to purchase agreement (agreement) between the Commission and the city of Perris for the Old Elsinore Museum Line (OEML) as well as the area between 7th and 10th Streets (conveyed properties); and 2) Authorize the Chair or Executive Director, pursuant to legal counsel review, to execute the quitclaim deed and the agreement on behalf of the Commission. 8J. AGREEMENT WITH M. S. CONSTRUCTION MANAGEMENT GROUP FOR THE CONSTRUCTION OF THE RIVERSIDE DOWNTOWN STATION OPERATIONS CONTROL CENTER, IN THE CITY OF RIVERSIDE Page 389 Overview This item is for the Commission to: 1) Award Agreement No. 14-31-149-00 to M. S. Construction Management Group for the construction of the Riverside Downtown Station Operations Control Center (RDNOCC), in the amount of $1,533,891, plus a contingency amount of $153,389, for a total amount not to exceed $1,687,280; 2) Authorize the Chair or Executive Director, pursuant to legal counsel review, to execute the agreement on behalf of the Commission; 3) Amend the FY 2014/15 Commuter Rail Short Range Transit Plan (SRTP) to allocate an additional $250,000 of Transportation Development Act (TDA) State Transit Assistance (STA) funds for construction of the RDNOCC; Riverside County Transportation Commission Agenda September 10, 2014 Page 6 4) Reprogram $100,000 of STA funds from the Perris Multimodal project to the RDNOCC; 5) Approve an increase of $737,280 in FY 2014/15 budgeted expenditures for the RDNOCC project; 6) Approve an increase of $350,000 in FY 2014/15 budgeted transfer in to the RDNOCC and corresponding transfer out from the STA fund; and 7) Authorize the Executive Director to approve contingency work as may be required for the project. 8K. AGREEMENTS FOR ON -CALL COORDINATION PUBLIC OUTREACH SERVICES Overview This item is for the Commission to: Page 398 1) Award the following agreements to provide on -call coordination public outreach services for a three-year term and two one-year options to extend the agreement in an amount not to exceed an aggregate value of $500,000; a) Agreement No. 14-31-118-00 with Arellano Associates; b) Agreement No. 14-31-119-00 with Moore lacofano Goltsman, Inc. (MIG); and c) Agreement No. 14-31-120-00 with Simon Wong Engineering, Inc.; 2) Authorize the Chair or Executive Director, pursuant to legal counsel review, to execute the agreements, including option years, on behalf of the Commission; and 3) Authorize the Executive Director, or designee, to execute task orders awarded to contractors under the terms of the agreements. 8L. RIVERSIDE TRANSIT AGENCY'S FISCAL YEAR 2014/15 SHORT RANGE TRANSIT PLAN AMENDMENT Overview This item is for the Commission to: Page 421 1) Approve modification to Riverside Transit Agency's (RTA) FY 2014/15 capital improvement program to reflect additional funding of $4,125,000 in Congestion Mitigation and Air Quality (CMAQ) and $911,880 in FY 2012/13 Proposition 16 California Transit Security Grant Program (CTSGP) funds; 2) Allocate $998,101 in additional State Transit Assistance (STA) funds to provide capital matching funds for the CMAQ funds awarded to RTA for its Intelligent Information System (ITS) project; 3) Reallocate $1,163,866 of Local Transportation Fund (LTF) funds from the ITS project to the Expansion Heavy Duty Revenue Vehicles project; and Riverside County Transportation Commission Agenda September 10, 2014 Page 7 4) Approve RTA's FY 2014/15 Short Range Transit Plan (SRTP) Amendment No. 1 to reflect the changes above, subject to approval by RTA's board of directors. 8M. CITIZENS ADVISORY COMMITTEE/SOCIAL SERVICES TRANSPORTATION ADVISORY COMMITTEE MEMBERSHIP NOMINATIONS Page 425 Overview This item is for the Commission to nominate 10 appointments to the Citizens Advisory Committee/Social Services Transportation Advisory Committee (CAC/SSTAC) effective September 1, 2014. 8N. FISCAL YEAR 2014/15 SAN BERNARDINO ASSOCIATED GOVERNMENTS AGREEMENT FOR INLAND EMPIRE RIDESHARE AND 511 SERVICES Overview This item is for the Commission to: Page 428 1) Approve Agreement No. 15-41-031-00 with the San Bernardino Associated Governments (SANBAG) as part of the Commission's continuing bi-county partnership with SANBAG to deliver commuter/employer rideshare services and operation of the Inland Empire 511 (IE511) system for FY 2014/15 for an amount not to exceed $1,648,300; and 2) Authorize the Chair or Executive Director, pursuant to legal counsel review, to execute the agreement on behalf of the Commission. 80. CLAY STREET GRADE SEPARATION Overview This item is for the Commission to: Page 447 1) Deobligate $2,432,000 in 2009 Measure A Western County Economic Development Funds previously allocated to the County of Riverside (County) for the Interstate 215/Van Buren Interchange project; 2) Reprogram $2,432,000 in 2009 Measure A Western County Economic Development Funds to the County for the Clay Street grade separation project; 3) Approve Agreement No. 08-31-124-00, Amendment No. 1 to Agreement No. 08-31-124-00, with the County for the I-215/Van Buren Interchange project and the Clay Street grade separation project; 4) Deobligate $1,722,000 in Congestion Mitigation Air Quality (CMAQ) funds allocated to the city of Banning (Banning) for the Sunset Avenue grade separation project; Riverside County Transportation Commission Agenda September 10, 2014 Page 8 5) Allocate $1,722,000 in CMAQ funding to the County in support of the Clay Street grade separation project; and 6) Approve an increase of $2,432,000 in FY 2014/15 budgeted 2009 Measure A Western County Economic Development expenditures. 8P. STATE AND FEDERAL LEGISLATIVE UPDATE Page 449 Overview This item is for the Commission to receive and file an update on the state and federal legislation. 9. SUBSTITUTION OF STANDBY BOND PURCHASE AGREEMENTS FOR 2009 SALES TAX REVENUE BONDS Overview This item is for the Commission to: 458 1) Adopt Resolution No. 14-026, "Resolution of the Riverside County Transportation Commission Authorizing the Execution and Distribution of an Offering Memorandum Relating to the Outstanding Sales Tax Revenue Bonds, Ratifying Prior Authorizations of the Execution and Delivery of One or More Standby Agreements and One or More Remarketing Agreements, and Authorizing the Taking of All Other Actions Necessary in Connection Therewith"; 2) Ratify the replacement of the standby bond purchase agreements (SBPAs) and accompanying fee letters (collectively referred to as Liquidity Facilities) for the 2009 Sales Tax Revenue Bonds Series A, Series B, and Series C (2009 Bonds) with The Bank of Tokyo -Mitsubishi UFJ, Ltd. (BTMU) in place of the Liquidity Facilities currently provided by JPMorgan Chase Bank, N.A. (WMorgan); 3) Ratify the amended and restated remarketing agreements with Barclays Capital Inc. (Barclays) for 2009 Bonds Series B and Series C and Stifel, Nicolaus & Company (Stifel) for 2009 Bonds Series A, as remarketing agents; 4) Approve the draft remarketing memorandum related to the new Liquidity Facilities for the 2009 Bonds and authorize the Executive Director and/or other authorized representative to approve distribution of the remarketing memorandum by Barclays and Stifel; and 5) Approve the estimated costs of $250,000 to be incurred in connection with the replacement of the Liquidity Facilities to be paid from 2009 Measure A Western County Bond Financing Program funds. Riverside County Transportation Commission Agenda September 10, 2014 Page 9 10. SUBSTITUTION OF LETTER OF CREDIT FOR COMMERCIAL PAPER PROGRAM Overview This item is for the Commission to: Page 635 1) Approve Agreement No. 14-19-150-00 to State Street Bank and Trust Company (State Street Bank) for letter of credit (LOC) in the stated amount of $60.75 million related to the 2005 Commercial Paper Program for a period of three years, in an amount not to exceed $600,000; 2) Adopt Resolution No. 14-027, "Resolution of the Riverside County Transportation Commission Ratifying and Confirming Prior Authorization Relating to Its Commercial Paper Notes, Including the Execution and Delivery of a Substitute Credit Agreement and Related Documents, and a Supplement to Offering Memorandum and the Taking of All Other Actions Necessary in Connection Therewith"; 3) Ratify the draft reimbursement agreement and accompanying fee letter for the provision of a letter of credit (collectively referred to as Liquidity Facility) by and between the Commission and State Street Bank relating to the Commission's Commercial Paper Notes, Series A and authorization for the Executive Director and/or other authorized representative to approve and execute the final reimbursement agreement; 4) Approve the draft supplemental offering memorandum related to the new Liquidity Facility for the Commercial Paper Notes, Series A and authorize the Executive Director and/or other authorized representative to approve distribution of the supplement to the offering memorandum by Barclays Capital Inc. (Barclays), as commercial paper dealer; and 5) Approve the estimated costs of $200,000 related to the replacement of the Liquidity Facility to be paid from 2009 Measure A Western County Bond Financing Program funds. 11. ACTIVE TRANSPORTATION PROGRAM — RECOMMENDED STATEWIDE COMPETITIVE PROGRAM OF PROJECTS AND PROPOSED PROJECTS FOR THE METROPOLITAN PLANNING ORGANIZATION ACTIVE TRANSPORTATION PROGRAM REGIONAL PROGRAM CYCLE 1, FISCAL YEARS 2014/15 AND 2015/16 Page 750 Overview This item is for the Commission to: 1) Approve the staff recommendation for the Riverside County Active Transportation Program (ATP) projects for inclusion in the Metropolitan Planning Organization (MPO) ATP Regional Program Cycle 1 consisting of the top seven highest scoring projects identified in Table 2; 2) Submit the seven projects to the Southern California Association of Governments (SCAG) for inclusion in the MPO ATP Regional Program; and Riverside County Transportation Commission Agenda September 10, 2014 Page 10 3) Direct staff to work with SCAG and the other county transportation commissions on assigning the appropriate fund source to each MPO ATP regional project for Federal Transportation Improvement Program (FTIP) programming, fund allocations, and timely project delivery. 12. ITEM(S) PULLED FROM CONSENT CALENDAR AGENDA 13. COMMISSIONERS / EXECUTIVE DIRECTOR REPORT Overview This item provides the opportunity for the Commissioners and the Executive Director to report on attended meetings/conferences and any other items related to Commission activities. 14. ADJOURNMENT The next Commission meeting and is scheduled to be held at 9:30 a.m., Wednesday, October 8, 2014, Board Chambers, First Floor, County Administrative Center, 4080 Lemon Street, Riverside. RIVERSIDE COUNTY TRANSPORTATION COMMISSION ROLL CALL SEPTEMBER 10, 2014 Present Absent County of Riverside, District I 21. O County of Riverside, District II County of Riverside, District III County of Riverside, District IV County of Riverside, District V O City of Banning City of Beaumont City of Blythe O O O City of Calimesa O City of Canyon Lake City of Cathedral City City of Coachella City of Corona )2' O ,i2r O O gr x O City of Desert Hot Springs City of Eastvale CI City of Hemet 219 O City of Indian Wells O City of Indio CI City of Jurupa Valley C City of La Quinta O City of Lake Elsinore C City of Menifee O City of Moreno Valley C City of Murrieta O City of Norco O City of Palm Desert City of Palm Springs O C City of Perris � 0 City of Rancho Mirage O City of Riverside O City of San Jacinto CI ,7i City of Temecula 0 O City of Wildomar 0 O Governor's Appointee, Caltrans District 8 O RIVERSIDE COUNTY TRANSPORTATION COMMISSION COMMISSIONER SIGN -IN SHEET SEPTEMBER 10, 2014 NAME AGENCY E_MAIL ADDRESS ---Dj:b10--( b-a.x-l4 ;u O Arn n )101 ��-'A_ _ 0 6At-L 0 I-�� � �-r /? 2 � �/o t/,�.� � �J 14.Q W- I Iv � Al Jf- /1 � t. c-o / •ra/y\4 �'v1��s)1-�. 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Fe--)/ELL,o.�I k, DETACH AND SUBMIT TO THE CLERK OF THE BOARD DATE: CHECK 1 PUBLIC COMMENTS: O AGENDA ITEM NO.: (AS LISTED ON THE AGENDA) NAME: ADDRESS: SUBJECT OF PUBLIC COMMENTS: SUBJECT OF /11-zgli/g.e9,, .z/_,"6-4,,,,Y0,-,L_ AGENDA ITEM: , / 0,/� � �/,0,\. /79 //%G�IG�y �L��--� L;���;vl�v PHONE NO.:77 /--r /z 9'5.4 _ 9 2 ( /z/ Airo/Ay STREET REPRESENTING: .,/���i � A„#.9 NAME OF AGENCY / ORGANIZATION / GROUP CITY ZIP CODE '___- PHONE NO.: BUSINESS ADDRESS: STREET CITY ZIP CODE DATE: DETACH AND SUBMIT TO THE CLERK OF THE BOARD (1 1 1 t-Y4 CHECK IF PUBLIC COMMENTS: O SUBJECT OF PUBLIC COMMENTS: AGENDA ITEM NO.: SUBJECT OF (AS LISTED ON THE AGENDA) NAME: ADDRESS: AGENDA �ITEM: nc� �p1C��)_..17 PHONE O �v S`1`'�Pf- C,cSa-dn7Q d\w U S rp t12 et crn3 STREET _ C ZIP CODE REPRESENTING: (© PC(514 Isixtuin-E c ` NAME OF AGENCY / ORGANIZATION / GROUP PHONE NO.: BUSINESS ADDRESS: STREET CITY ZIP CODE AGENDA ITEM 5 MINUTES RIVERSIDE COUNTY TRANSPORTATION COMMISSION MINUTES Wednesday, June 11, 2014 1. CALL TO ORDER The Riverside County Transportation Commission was called to order by Chair Marion Ashley at 9:35 a.m. in the Board Room at the County of Riverside Administrative Center, 4080 Lemon Street, Riverside, California, 92501. 2. PLEDGE OF ALLEGIANCE Chair Ashley led the Commission in a flag salute. 3. ROLL CALL Commissioners/Alternates Present Marion Ashley Kevin Jeffries Ben Benoit Frank Johnston John J. Benoit Andrew Kotyuk Roger Berg Paul Lewin Daryl Busch Bob Magee Mary Craton Scott Mann Joseph DeConinck Scott Matas Kathleen DeRosa Glenn Miller Deborah Franklin Jesse Molina Rick Gibbs Basem Muallem Berwin Hanna Ron Roberts Douglas Hanson Larry Smith Jan Harnik Karen Spiegel Terry Henderson Ella Zanowic Steven Hernandez 4. PUBLIC COMMENTS Commissioners Absent Steve Adams Adam Rush Jeff Stone John F. Tavaglione Ted Weill Executive Director Anne Mayer presented Staff Analyst Jillian Guizado with a 5-year service award and Multimodal Services Director Robert Yates with a 10-year service award. Chair Ashley introduced and welcomed Kevin Chang from Senator Feinstein's office. Riverside County Transportation Commission Minutes June 11, 2014 Page 2 5. APPROVAL OF MINUTES — APRIL 9 AND MAY 14, 2014 M/S/C (Henderson/Zanowic) to approve the April 9 and May 14, 2014, minutes as submitted. Abstain: Berg, Lewin, and, Smith 6. PUBLIC HEARING — ADOPTION OF A RESOLUTION OF NECESSITY FOR THE ACQUISITION OF FEE, BUILDING ACCESS EASEMENT, BUILDING DEMOLITION EASEMENT, AND TEMPORARY CONSTRUCTION EASEMENT INTERESTS IN PORTIONS OF CERTAIN REAL PROPERTY, BY EMINENT DOMAIN, MORE PARTICULARLY DESCRIBED AS ASSESSOR PARCEL NOS. 118-270-034, 118-270-035, 118-270-036, 118-270-038, 118-270-039, AND 118-270-042 LOCATED IN CORONA, RIVERSIDE COUNTY, CALIFORNIA, FOR THE STATE ROUTE 91 CORRIDOR IMPROVEMENT PROJECT, BETWEEN PIERCE STREET ON THE EAST TO THE COUNTY LINE ON THE WEST, IN RIVERSIDE COUNTY, CALIFORNIA At this time, Chair Ashley recused himself from Agenda Item No. 6 due to a conflict of interest and stepped out of the meeting. At this time, Commissioner Glenn Miller left the meeting. Vice Chair Daryl Busch assumed the Chair, opened the public hearing, and called upon legal counsel to explain the nature and scope of this hearing. Steve DeBaun, legal counsel, explained the purpose of this hearing is for the Board to consider the adoption of Resolution of Necessity No. 14-022 for the acquisition of real property for the State Route 91 Corridor Improvement Project (SR-91 CIP). He stated at the conclusion of this hearing, the Board will be asked to adopt the resolution of necessity and he listed the findings. He explained the purpose of this hearing is to consider the need for acquisition of the property and not to consider the value of the property. Jennifer Harmon, Clerk of the Board, verified the proofs of mailing that certify the notices were sent to the property owners of said parcel numbers are on file with the Commission. The Commission received a written objection from Michael Leifer, Palmieri, Tyler, Wiener, Wilhelm & Waldron, LLP, representing Cardenas Markets, a tenant of the Corona Towne Center, LLC. Additionally, there are two requests to be heard from: 1) Michael Leifer; and 2) Richard Greenberg, Greenberg, Whitcombe, Takeuchi, Gibson & Grayver, LLP, representing Corona Towne Center. Riverside County Transportation Commission Minutes June 11, 2014 Page 3 No. APN CPN Owner RON No. Request to be Heard 1 118-270-034 118-270-035 118-270-036 118-270-038 118-270-039 118-270-042 22218 Corona Towne Center, LLC 14-022 Yes Mark Lancaster, Right of Way Manager, presented the resolution of necessity for the SR-91 CIP and discussed the following areas: • Four findings required by the Board; • Project Map — Parcel location in the project area; • Parcel list; • Offers of just compensation and contact summary for the parcel; • Aerial view of parcel; and • Staff recommendation. Richard Greenberg stated the manner in which the project was designed virtually guarantees this center cannot continue to serve the city of Corona. He discussed his strong concerns regarding the proposed ingress and egress points as well as parking. He stated no solutions have been offered. Michael Leifer discussed his client's concerns regarding orientation and shape of the center in the after condition, parking, removal of access points, and lack of communication. He then discussed his client's proposal and objections dated June 10, which were distributed to the Commissioners. He requested the Commission direct staff to work with Cardenas Markets to reconfigure this site to be commercially viable. He stated there is a second resolution of necessity being proposed related to this property and this resolution hearing should be continued until the other resolution is brought forward. Vice Chair Busch called on any persons who wish to be heard that have an interest in property. There were no requests to speak. At Commissioner Jan Harnik's request for clarification, Michael Leifer provided additional details regarding the reconfiguration proposal from Cardenas Markets related to parking and ingress and egress points. In response to Commissioner Mary Craton's question regarding what is preventing Cardenas Markets from moving forward with its proposal, Mr. Leifer replied the Commission is economically stopping Cardenas Markets. Riverside County Transportation Commission Minutes June 11, 2014 Page 4 Vice Chair Busch stated compensation is not a part of this hearing. Mr. Leifer reiterated the request to direct staff to work with Cardenas Markets to reconfigure this site to be commercially viable and the concern regarding the lack of communication. Commissioner Craton stated the Commission needs a certain portion of the property for the project, however, the Commission should not interfere with the internal process. Mr. Leifer stated the site study plan was submitted to the Commission and the city of Corona; however, there has been no communication as to what would be acceptable to the Commission. This also interferes with reconfiguring this site in such a way that it becomes the highest and best use as a conventional retail center. Anne Mayer stated when there is a need for mitigation on a parcel due to impacts created by a project, the Commission does undertake those efforts and described those types of modifications. Mark Lancaster stated the Commission is not preventing the property owner from internally reconfiguring this site. Staff has not received an appraisal from the property owner to begin a basis for negotiations. He stated the property owner requested the Commission purchase the entire site. He expressed concern the Cardenas Markets' proposal was just received yesterday evening, however, Mr. Leifer claimed it was received months ago. He explained staff is willing to work with Cardenas Markets and Corona Towne Center to achieve a viable site. At Anne Mayer's request, Mark Lancaster clarified the after condition of the parcel. Commissioner Roger Berg expressed his concern the project is not planned and located in a manner that will be the most compatible with the greatest public good and least private injury. He also expressed concern regarding the loss of parking, the after condition, and a lack of consideration for the proposed reconfiguration to ensure a viable site. Commissioner Berg suggested delaying this hearing for a month to obtain additional information. Mark Lancaster discussed the location of the parking spaces in the after condition. Anne Mayer stated the Commission is responsible for the four findings, however, the discussion being held is about to the internal circulation and configuration of the buildings in the remainder parcel. She stated this project is planned in a manner that will be most compatible with the greatest public good and the least private injury. She stated with respect to the internal configuration, the internal mitigation is a matter of how the Commission can accommodate it and how much it costs. Riverside County Transportation Commission Minutes June 11, 2014 Page 5 Commissioner Berg replied he understands and clarified the question is the offer of just compensation as there is nothing showing the Commission evaluated the proposal being discussed. He expressed doubt the Commission made an offer of just compensation. Mark Lancaster replied per the government code, staff made an offer of just compensation based on the Commission's appraisal on January 7, 2014. In response to Commissioner Berg's request for clarification if the just compensation included the consideration of lost parking spaces and possible reconfiguration of the site, Mark Lancaster replied the reconfiguration of a parking lot was looked at by a Commission's engineering consultant. Commissioner Berg expressed he does not believes an engineering consultant is qualified to make commercial real estate recommendations. Steve DeBaun explained this is a legal issue as it is a term of the Commission's offer of just compensation and in this case, the Commission's appraiser is qualified to prepare commercial property appraisals. The government code procedures were followed to make an offer of just compensation. In response to Anne Mayer's question if the property owner was offered $5,000 to have its own appraisal done and if a request has been received, Mark Lancaster confirmed the offer, however, he is not aware of a request. Anne Mayer briefly discussed the acquisition process and stated staff will reiterate the offer of $5,000 to pay for an additional appraisal, noting negotiations will continue after the passage of the resolution of necessity. Mark Lancaster concurred. At Commissioner Andrew Kotyuk's request, Mark Lancaster described all access points of the Corona Towne Center in the after condition. Commissioner Kotyuk expressed appreciation for the explanation. He concurred with the Commissioners' concerns related to parking and frontage for retail locations. He then requested clarification if Cardenas Markets and the property owner discussed and concur with the proposed reconfiguration. Mark Lancaster replied he is unaware of the conversations between the property owner and the tenant. Riverside County Transportation Commission Minutes June 11, 2014 Page 6 Commissioner Kevin Jeffries requested transparent shading on future aerial maps to allow for a better understanding of the existing property to be acquired. He then requested clarification of the existing and proposed ingress and egress points for the shopping center, including signalization, one-way driveways, and commercial delivery trucks. Mark Lancaster described the various existing and proposed ingress and egress points, including projected traffic volumes, access issues, commercial delivery truck access, signalization, and controlled access points. At Commissioner Jeffries' request regarding the loss of parking, Mark Lancaster explained there is a decrease of 138 parking spaces, eight or nine shops will be demolished as well as the Dollar Tree. Mr. Lancaster stated that loss in square footage of building area results in a 2.91 spaces per 1,000 square feet of building, which is similar to the existing 3.14 spaces per 1,000 square feet. In response to Commissioner Jeffries' request for clarification if any business that needs a 3 or above will not be allowed to move into the shopping center going forward, Mark Lancaster replied it is the city of Corona's discretion. Anne Mayer added there is nothing that precludes staff from continuing conversations with Ca!trans and the city of Corona about accommodating one-way driveways. At this time, Commissioner John Benoit left the meeting. Commissioner Bob Magee stated based on the information presented, he cannot make the findings necessary to adopt the resolution of necessity. He expressed Cardenas Markets is an exceptional community partner. He suggested continuing this hearing to allow staff to work with Cardenas Markets and the property owner and return to the Commission with an improved map of the overall design and justification regarding the need and design of 2nd Street. M/S (Magee/Berg) to continue this hearing until the July Commission meeting to allow staff to continue discussions with Cardenas Market and the property owner and return to the Commission with an improved map that clearly illustrates how the overall SR-91 CIP will work. Anne Mayer expressed regret for the aerial map and lack of clarity of what is being built and why it is being built. She explained staff will continue to work through these issues, however, the Commission needs this parcel and the design for 2nd Street and the ramps will not change. Ms. Mayer expressed concern this is a significant parcel for the Commission and a delay will jeopardize the schedule and the design -build contract. Riverside County Transportation Commission Minutes June 11, 2014 Page 7 In response to Commissioner Hanson's questions and requests for clarification regarding 1) negotiations and relocation of lessees being removed, 2) communications and relocation of Cardenas Markets, and 3) the possession process, Mark Lancaster replied 1) staff met and negotiated with the lessees to be removed and those lessee were paid to relocate, 2) while it is appropriate to meet with Cardenas Market, the Commission is obligated to negotiate with the property owner, and 3) unless the owners will stipulate to possession, the Commission must go to court and then described the process. Commissioner Hanson expressed strong concern for the potential damage to the property owner and lessees. Steve DeBaun explained at the time the order for possession is issued, that is an action based on the resolution of necessity. When the value of the property is determined, the various items will be considered by the court, the property owner and tenants will be able to make those arguments, and the court will decide the compensation needed to be paid to all involved assuming there is no earlier settlement to offset the impacts being raised. In response to Commissioner Kathleen DeRosa's request for clarification regarding another resolution coming forward for this property, Mark Lancaster stated Mr. Leifer is referring to an easement for a sign pole along the existing eastbound Lincoln Avenue on ramp, which will be brought to the Commission for approval in July and is separate from the resolution being considered. Commissioner Karen Spiegel expressed the need to work together for the best solution. She stated the after condition of the shopping center provides significantly greater visibility of Cardenas Markets. She expressed her obligation is with the property owner and her desire to work with Cardenas Markets to ensure it is made whole. She then asked if the property owner is supportive of Cardenas Markets' proposed reconfiguration. Anne Mayer expressed concern of the uncertainty that these issues could all be resolved by the next Commission meeting, therefore, it is her recommendation to continue with a commitment staff will work throughout the coming months for resolution. Commissioner Spiegel stated the majority of parking spaces appear to be intact and asked staff to clarify. Mark Lancaster concurred. Commissioner Lewin requested clarification that the property owner is not asking for the reconfiguration; it is being asked for by the tenant. Mark Lancaster concurred. Riverside County Transportation Commission Minutes June 11, 2014 Page 8 Mr. Leifer replied the correspondence dated March 15, 2013, from Mr. Greenberg's office to the city of Corona, which is in the packet distributed to the Commissioners, identifies issues and concerns regarding the project and the landlord's support of the reconfiguration of the internal site. Commissioner Lewin replied he does not believe the landlord's representative stated such at today's hearing. Mr. Greenberg replied that in his discussions with staff, he expressed two concerns, including the new ingress and egress points. While visibility would be improved from the north, the concern is not for Cardenas Markets, it is for the small shop owners. Mr. Greenberg stated in a shopping center, the revenue comes from the smaller shops. He explained moving Cardenas Market solves one major concern of the property owner. However, the 83 parking stalls to the rear of the market are a security concern. Additionally, relocating Cardenas Markets frees up 28 percent of the useless parking spaces. Mr. Greenberg endorses Cardenas Markets' proposal if it is a step towards solving the ingress and egress points along Lincoln Avenue. He expressed he would appreciate the opportunity to continue working with staff on these issues. Commissioner Rick Gibbs discussed the Commission's successful history related to property acquisitions, its ongoing confidence and support of its staff, its commitment to the SR-91 CIP, and the consequences of falling behind on the project schedule. He expressed the Commission should be discussing the finding necessary to adopt the resolution, which he believes have been demonstrated. He recommended moving forward and asked staff to work closely with all parties concerned to reach a solution. Commissioner Harnik expressed appreciation for Mr. Greenberg's and Commissioner Gibbs' comments. She then made a substitute motion to approve the staff recommendation with the understanding staff will continue to work with the parties involved to achieve the best solution. Commissioner Henderson seconded the motion. Vice Chair Busch stated the Commissioners will vote on the substitute motion to support the staff recommendation. Mr. DeBaun stated this is typical and it requires 23 votes to pass. M/S (Harnik/Henderson) to: 1) Make the following findings as hereinafter described in this report: a) The public interest and necessity require the proposed project; b) The project is planned or located in a manner that will be most compatible with the greatest public good and the least private injury; Riverside County Transportation Commission Minutes June 11, 2014 Page 9 c) The real property to be acquired is necessary for the project; and d) The offer of just compensation has been made to the owner. 2) Adopt Resolution of Necessity No. 14-022, "Resolution of Necessity for the Acquisition of Fee, Building Access Easement, Building Demolition Easement, and Temporary Construction Easement Interests in Portions of Certain Real Property, by Eminent Domain, More Particularly Described as Assessor Parcel Nos. 118-270-034, 118-270-035, 118-270-036, 118-270- 038, 118-270-039, and 118-270-042 (CPNs 22218-1, 22218-2, 22218-3, 22218-4, 22218-5, 22218-6, and 22218-7) Located in Corona, Riverside County, California", for the State Route 91 Corridor Improvement Project (SR-91 CIP), between Pierce Street on the East to the County Line on the West, in Riverside County, California. No: Berg, DeConinck, Jeffries, and Magee Steve DeBaun announced the resolution does not pass. He clarified the resolutions of necessity requires a 2/3 vote of the entire membership of the Commission as required to adopt the resolution of necessity. He stated the next order of business is to consider the original motion by Commissioner Magee, which is to continue the agenda item until the July Commission meeting. M/S (Magee/Berg) to continue this hearing until the July Commission meeting to allow staff to continue discussions with Cardenas Market and the property owner and return to the Commission with an improved map that clearly illustrates how the overall SR-91 CIP will work. Yes —10 No-15 Vice Chair Busch announced the motion does not pass. Commissioner Henderson recommended moving forward with the staff recommendation with the understanding there will be continuing discussions between the owner and staff to reach a solution that work for both parties. Mr. DeBaun clarified there is nothing in the Commission's Administrative Code that prohibits the Commission from voting on the same measure twice if the first vote fails. In response to Commissioner Lewin's request for clarification, Mr. DeBaun stated the absent Commissioners are considered 'no' votes. Riverside County Transportation Commission Minutes June 11, 2014 Page 10 M/S (Henderson/Smith) to: 1) Make the following findings as hereinafter described in this report: a) The public interest and necessity require the proposed project; b) The project is planned or located in a manner that will be most compatible with the greatest public good and the least private injury; c) The real property to be acquired is necessary for the project; and d) The offer of just compensation has been made to the owner. 2) Adopt Resolution of Necessity No. 14-022, "Resolution of Necessity for the Acquisition of Fee, Building Access Easement, Building Demolition Easement, and Temporary Construction Easement Interests in Portions of Certain Real Property, by Eminent Domain, More Particularly Described as Assessor Parcel Nos. 118-270-034, 118-270-035, 118-270-036, 118-270- 038, 118-270-039, and 118-270-042 (CPNs 22218-1, 22218-2, 22218-3, 22218-4, 22218-5, 22218-6, and 22218-7) Located in Corona, Riverside County, California", for the State Route 91 Corridor Improvement Project (SR-91 CIP), between Pierce Street on the East to the County Line on the West, in Riverside County, California. No: Berg, DeConinck, DeRosa, Jeffries, Magee, and Molina M/S/C (DeRosa/Matas) to continue this hearing to the July Commission meeting. Yes —13 No-12 Vice Chair Busch announced this motion passes and this hearing will be continued to the July Commission meeting. The individual city votes were not captured due to the voting system being cleared prior to the votes being recorded. At this time, Commissioners Ashley and Miller rejoined the meeting. Riverside County Transportation Commission Minutes June 11, 2014 Page 11 7. PUBLIC HEARING — PROPOSED BUDGET FOR FISCAL YEAR 2014/15 Michele Cisneros, Finance Manager/Controller, presented the proposed Budget for FY 2014/15 and discussed the following areas: • Budget adjustments; • Budget summary; • Funding sources and comparison; • Summary of uses; • Management services; • Regional programs; • Capital program uses; • Capital projects and operations expenditures and highlights; • Functional uses breakdown; • Measure A Management Services; and • Next steps. At this time, Chair Ashley asked if there were any comments from the public. No comments were received. Chair Ashley closed the public hearing. In response to Commissioner Henderson's question about the anticipated growth in sales tax, Michele Cisneros clarified the Commission received a projection of 6.25 percent increase in sales tax for Riverside County from the State Board of Equalization. M/S/C (Busch/B. Benoit) to: 1) Receive input on the proposed Budget for FY 2014/15; 2) Close the public hearing on the proposed Budget for FY 2014/15; and 3) Adopt the proposed Budget for FY 2014/15. 8. ADDITIONS / REVISIONS There were no additions or revisions to the agenda. 9. CONSENT CALENDAR Commissioner Berg requested to pull Agenda Item 9C, "Recurring Contracts for Fiscal Year 2014/15", for further discussion. Commissioner Kotyuk requested to pull Agenda Item 9D, "Quarterly Investment Report", for further discussion. M/S/C (Johnston/Franklin) to approve the following Consent Calendar items. Riverside County Transportation Commission Minutes June 11, 2014 Page 12 9A. QUARTERLY FINANCIAL STATEMENTS Receive and file the Quarterly Financial Statements for the nine months ended March 31, 2014. 9B. APPROPRIATIONS LIMIT FOR FISCAL YEAR 2014/15 Approve Resolution No. 14-020, "Resolution of the Riverside County Transportation Commission Establishing the Commission's Appropriations Limit for Fiscal Year 2014/15". 9E. CONSTRUCTION AGREEMENT WITH DALKE & SONS CONSTRUCTION, INC. FOR STATE ROUTE 91 CORRIDOR IMPROVEMENT PROJECT RIGHT OF WAY PROPERTY MITIGATION PACKAGE 4 1) Award Agreement No. 14-31-103-00 to Dalke & Sons Construction, Inc. (Dalke & Sons) for the construction of State Route 91 Corridor Improvement Project (SR-91 CIP) Right of Way (ROW) Property Mitigation Package 4 in the amount of $2,868,480, plus a contingency amount of $286,848, for a total amount not to exceed $3,155,328; 2) Authorize the Chair or Executive Director, pursuant to legal counsel review, to execute the agreement on behalf of the Commission; and 3) Authorize the Executive Director to approve contingency work pursuant to the agreement terms up to the total amount. 9F. STATE ROUTE 60 TRUCK CLIMBING/DESCENDING LANE PROJECT — PLANS, SPECIFICATIONS, AND ESTIMATE AND RIGHT OF WAY 1) Approve Agreement No. 12-31-092-02, Amendment No. 2 to Agreement No. 12-31-092-00, with Caltrans to add the plans, specifications and estimate (PS&E) and right of way (ROW) roles and responsibilities for the State Route 60 truck climbing lane project, including current funding commitments; 2) Authorize the Chair or Executive Director, pursuant to legal counsel review, to execute the agreement on behalf of the Commission; and 3) Authorize the Executive Director, pursuant to legal counsel review, to execute future agreements with Caltrans within approved funding amounts. Riverside County Transportation Commission Minutes June 11, 2014 Page 13 9G. PERRIS VALLEY LINE — RIVERSIDE HUNTER PARK STATION UTILITY EASEMENT 1) Approve the Easement Deed between the Commission and the city of Riverside, for Assessor Parcel Number (APN) 249-070-042, for underground utilities necessary for the future Riverside Hunter Park Station without any monetary compensation exchanged between the parties; and 2) Authorize the Chair or Executive Director, pursuant to legal counsel review, to execute the deed on behalf of the Commission. 9H. RIVERSIDE TRANSIT AGENCY AND SUNLINE TRANSIT AGENCY FISCAL YEAR 2013/14 SHORT RANGE TRANSIT PLANS AMENDMENTS 1) Approve modifications to Riverside Transit Agency's (RTA) FY 2013/14 operating assistance program to cover additional costs for the following: a) three new positions ($78,970); b) new DAR contractor, Veolia Transportation (Veolia) ($505,162); and c) Comprehensive Operational Analysis (COA) study ($144,432) for a total amount not to exceed $728,564 to be funded with a combination of Local Transportation Fund (LTF) funds, Measure A, and Federal Transit Administration (FTA) Sections 5307, 5309, 5316 (Job Access Reverse Commute), 5317 (New Freedom), and 5309 carryover funds; 2) Approve modifications to SunLine Transit Agency's (SunLine) FY 2013/14 capital improvement program to reflect an additional $4,251,307 in FTA CalStart Section 5309 funds and $900,000 in California Energy Commission (CEC) matching funds for a new battery dominant fuel cell bus project; 3) Change the scope of SunLine's programmed four replacement paratransit vans funded with State Transit Assistance (STA) to two replacements and two expansion vehicles for the provision of paratransit service with no additional cost; 4) Allocate $60,583 in LTF funds to cover the needed funds resulting from the personnel and operating changes outlined above; and 5) Approve amendments to the RTA and SunLine FY 2013/14 Short Range Transit Plans (SRTP) to reflect the changes above. 91. FISCAL YEARS 2014/15 — 2016/17 SHORT RANGE TRANSIT PLANS Approve, in concept, the FYs 2014/15 — 2016/17 Short Range Transit Plans (SRTPs) for the cities of Banning, Beaumont, Corona, and Riverside, Palo Verde Valley Transit Agency (PVVTA), Riverside Transit Agency (RTA), SunLine Transit Agency (SunLine), and the Commission's Rail Program, as presented. At this time, Commissioners Gibbs and Scott Mann left the meeting. Riverside County Transportation Commission Minutes June 11, 2014 Page 14 10. PROPOSED METROLINK BUDGET FOR FISCAL YEAR 2014/15 Sheldon Peterson, Rail Manager, welcomed and introduced Metrolink CEO Michael DePallo and Metrolink CFO Sam Joumblat. He provided the recommendations for Commission approval and stated Mr. Joumblat will present the proposed Metrolink Budget for FY 2014/15. Sam Joumblat presented the proposed Metrolink Budget for FY 2014/15, highlighting the following areas: • Preliminary FY 2014/15 Metrolink Budget; • FY 2014/15 Budget themes — safety, reliability and on -time performance, and security; • Original budget assumptions and changes to the preliminary FY 2014/15 Budget; • Expense Allocation by member agency; • Key drivers for FY 2014/15 expense budget; and • Revenue allocation and subsidy by member agency. Anne Mayer explained at the San Bernardino Associated Governments (SANBAG) June Board of Directors meeting, the Board refused to approve the budget at 8.8 percent increase and will cap it at 3 percent. She asked if San Bernardino County is cutting service due to its shortage of contribution. Mr. Joumbalt replied it was suggested SANBAG reduce service specifically on the San Bernardino Line since the other member agencies seemed to be satisfied with the budget. The Metrolink Technical Advisory Committee will meet June 12 to discuss. Anne Mayer stated neither Commission staff nor any of the other agencies staff are willing to volunteer to cover SANBAG's share of the cost. In response to Commissioner Kotyuk's clarification SANBAG's approval of 3 percent is without a cut in service, Mr. Joumbalt replied correct. Commissioner Spiegel briefed the Commissioners on the Metrolink Board discussions regarding its budget and the Commission's and other member agencies concerns. She expressed the Metrolink Board should not have the member agencies cover SANBAG's costs. In response to Commissioner Hanson's clarification if the Commission's costs will be increased due to SANBAG's cap at 3 percent, Mr. Joumbalt replied there would be a redistribution of some of the fixed costs. Riverside County Transportation Commission Minutes June 11, 2014 Page 15 Commissioner Hanson suggested the Commission cap its contribution to 14 percent as originally allocated to prevent Metrolink from taking additional funding from the Commission. Mr. Joumbalt replied what is being requested is exactly what is being transmitted to the CEO. Metrolink is not adjusting the budget at this time and this is what the Metrolink is capping it as well. Anne Mayer clarified the approval of this budget caps the Commission's contribution at 14 percent. Any increase would require Commission approval. If savings are achieved through cuts in operating costs, then those operational savings would be distributed by formula to all of the member agencies. M/S/C (Kotyuk/Henderson) to: 1) Adopt the preliminary FY 2014/15 Southern California Regional Rail Authority (SCRRA) operating and capital budget; 2) Approve the additional 91 Line service with two additional peak period round trips during the weekday and a new weekend service; 3) Allocate the Commission's funding commitment to the SCRRA in an amount not to exceed $9,817,000 in Local Transportation Fund (LTF) funds for train operations and maintenance; and 4) Allocate the Commission's Section 5309 grant funds in an amount not to exceed $3,421,300 for SCRRA capital rehabilitation projects. At this time, Commissioner Ron Roberts left the meeting. 11. ITEM(S) PULLED FROM CONSENT CALENDAR FOR DISCUSSION At this time, Chair Ashley, Commissioner Jeffries, and Steve DeBaun stepped out of the meeting. Vice Chair Busch assumed the Chair. 9C. RECURRING CONTRACTS FOR FISCAL YEAR 2014/15 Commissioner Berg expressed strong concern regarding the Best Best and Krieger LLP (BB&K) contract as Mr. DeBaun is the legal counsel for Western Riverside Council of Governments (WRCOG) and the Western Riverside County Conservation Authority (RCA), which he believes creates a conflict of interest due to the number of agreements between the agencies. He requested this contract be postponed to address this issue. Riverside County Transportation Commission Minutes June 11, 2014 Page 16 Anne Mayer explained at anytime there is a potential conflict of interest, it is evaluated on a case by case basis. If a case is deemed as a conflict, there is an on -call bench of outside attorneys. In response to Commissioner Berg's citing of a case related to a memorandum of understanding with WRCOG, Anne Mayer stated the particular memorandum of understanding is the subject of legal action the city of Beaumont filed against the Commission, RCA, and WRCOG. She explained there are often times the defendants in cases enter a joint defense agreement where legal counsel is shared or one legal counsel takes the lead in the case. Commissioner Berg expressed concern for Mr. DeBaun's review of agreements as legal for both agencies and it needs to be separated. He suggested discussing it with RCA and WRCOG to reach an agreement. Anne Mayer expressed the Commission is governed by law as are the attorneys involved governed by the conflict of interest law and legal counsel has to disclose potential conflicts and these have to be written waivers or written concurrence. Commissioner Berg stated he does not believe such waivers or concurrences have occurred related to Mr. DeBaun. He suggested taking his concern to the newspaper if the BB&K contract is approved. M/S/C (Magee/Henderson) to: 1) Approve the recurring contracts for Fiscal Year 2014/15; 2) Approve Agreement No. 07-31-164-11, Amendment No. 11 to Agreement 07-31-164-00, with Best Best & Krieger LLP (BB&K) for provide general legal services related to litigation in the amount of $550,000, including contingency of $50,000, for a total amount not to exceed $5,590,100 for FY 2013/14; and 3) Authorize the Chair or Executive Director, pursuant to legal counsel review, to execute the agreements on behalf of the Commission. No: Berg At this time, Chair Ashley and Steve DeBaun rejoined to the meeting. 9D. QUARTERLY INVESTMENT REPORT Commissioner Kotyuk referred to the transaction report by account and requested clarification on where the Commission stands on the portfolio. Riverside County Transportation Commission Minutes June 11, 2014 Page 17 Theresia Trevino replied she will need to evaluate this more thoroughly; however, it is an unrealized gain. Commissioner Kotyuk suggested simplifying the portfolio and requested clarification on where the investment policy in regards to the furthest maturity on the assets that can be held as well as the benchmark to perform. Theresia Trevino replied the investment policy covers the general items. There are also specific investment items included in the bond documents. She will review the specifics and follow up regarding the investment in question as it may be covered by the indenture. However, there is a compliance process for purchasing investments for the trustee and the investment manager. The benchmark is received in the quarterly report and she will ensure this is included in future reports. M/S/C (Hanna/Henderson) to receive and file the Quarterly Investment Report for the quarter ended March 31, 2014. 12. PRESENTATION — STATE ROUTE 91 HIGH OCCUPANCY VEHICLE LANES PROJECT Chair Ashley announced Agenda Item 11 was pulled due to the length of the meeting and will be presented at the July Commission meeting. 13. COMMISSIONERS/EXECUTIVE DIRECTOR'S REPORT Anne Mayer briefed the Commissioners on the annual rating agencies trip to New York as required by the TIFIA loan. 14. ADJOURNMENT There being no further business for consideration by the Riverside County Transportation Commission, adjourned the meeting at 12:07 p.m. The next Commission meeting is scheduled to be held at 9:30 a.m., Wednesday, July 9, 2014, in the Board Room, at the County of Riverside Administrative Center, 4080 Lemon Street, Riverside, California. Respectfully submitted, sUnN)JI),,(L_ H Jennifer Harmon Clerk of the Board AGENDA ITEM 6 PUBLIC HEARING RIVERSIDE COUNTY TRANSPORTATION COMMISSION DATE: September 10, 2014 TO: Riverside County Transportation Commission FROM: Mark Lancaster, Right of Way Manager THROUGH: Anne Mayer, Executive Director SUBJECT: Adoption of Resolutions of Necessity for the Acquisition of Fee, Building Access Easement, Building Demolition Easement, Permanent Drainage Easement, Permanent Wall Footing Easement, Temporary Access Easement, Temporary Construction Easement, and Utility Easement in Portions of Certain Real Property by Eminent Domain, More Particularly Described as Assessor Parcel Nos. 118-270-034, 118-270-035, 118-270-036, 118-270-038, 118-270-039, and 118-270-042; 102-270-011; 118-171-040; 118-171-026, and 118-171-039; 118-171-025; and 115-060-013, 115-060-015, 117-270-005, and 117-270-013; Located in Corona, Riverside County, California, for the State Route 91 Corridor Improvement Project, Between Pierce Street on the East to the County Line on the West, in Riverside County, California STAFF RECOMMENDATION: This item is for the Commission to: 1) Conduct a hearing to consider the adoption of resolutions of necessity, including providing all parties interested in the affected property and their attorneys, or their representatives, an opportunity to be heard on the issues relevant to the resolution of necessity; property owners 2) Make the following findings as hereinafter described in this report: a) The public interest and necessity require the proposed project; b) The project is planned or located in a manner that will be most compatible with the greatest public good and the least private injury; c) The real property to be acquired is necessary for the project; and d) The offer of just compensation has been made to the owner. 3) Adopt Resolutions of Necessity Nos. 14-022, 14-028, 14-029, 14-030, 14-031 and Amended Resolution of Necessity 13-011, "Resolutions of Necessity for the Acquisition of Property Interests in Certain Real Property, by Eminent Domain, More Particularly Described as Assessor Parcel Nos. 118-270-034, 118-270-035, 118-270-036, 118-270-038, 118-270-039, and 118-270-042; 102-270-011; 118-171-040; 118-171-026, and 118-171-039; 118-171-025; and 115-060-013, 115-060-015, 117-270-005, and 117-270-013, located in Corona, Riverside County, California", for the State Route 91 Corridor Improvement Project (SR-91 CIP), Between Pierce Street on the East to the County Line on the West, in Riverside County, California. Agenda Item 6 1 BACKGROUND INFORMATION: The Commission is being asked to consider the adoption of resolutions of necessity including amending a previously adopted resolution of necessity for the interests in the parcels outlined in this agenda item. These interests are required for construction of the SR-91 CIP. The power of eminent domain is used by the Commission only as a last resort to obtain interests necessary for public highway projects after 1) negotiations have stalled; 2) the owner has requested the Commission proceed directly to eminent domain for tax or other advantages; or 3) the eminent domain process is necessary to clear the title to the property. In this case, an offer of just compensation has been made to the property owners for the full Fair Market Value as determined by an appraisal. Commission staff attempted to negotiate amicable settlements in good faith, and will continue to do so throughout the process. Fair Market Value is defined by the State of California and is one of the most inclusive definitions in the United States. It requires the highest and best use of the property be considered. All of the Commission's appraisals must meet the California definition of Fair Market Value. One of the requirements for acquiring property for improvement projects is that an offer of just compensation be made to the property owners of the property. The Commission makes these offers in person whenever possible. The amount of compensation is determined by appraisals prepared by independent appraisal firms licensed by the Bureau of Real Estate Appraisers. The content of these appraisals, what elements are considered in them, and the methodologies used in the preparation are all proscribed by various laws and the Uniform Standards of Appraisal Practice (USPAP), published by the Appraisal Foundation. The Federal Government recognizes the USPAP as generally accepted appraisal standards and requires USPAP compliance for appraisers in federally related transactions. Every appraisal calculates the market value of the acquisition as defined by the California Code of Civil Procedure, based on the highest and best use, as defined in USPAP, and includes consideration of severance damages and project benefits (also defined in the California Code of Civil Procedure). In every case, the owner is invited to accompany the appraiser during the site visit so that as much information as possible is considered in the appraisal. A review appraisal prepared by a different certified appraiser is then conducted to ensure all proper procedures have been followed. Additionally, in accordance with state law, every owner is offered up to $5,000 to reimburse them for the cost to have their own appraisal prepared. Staff will bring to the Commission those interests that meet one of the criteria above. The timing of these resolutions will balance the need to give the property owners as much time as possible to reach an agreement, while at the same time allowing enough time for the Commission to go through the process to obtain possession in time to avoid delays to the design -build contractor. The legal process from adoption of the resolutions of necessity to receiving legal possession of the properties takes approximately 150 days. California eminent domain law provides that a public entity may not commence with eminent domain proceedings until its governing body has adopted a resolution of necessity, which Agenda Item 6 resolution may only be adopted after the governing body has given each party with an interest in the affected property, or their representatives, a reasonable opportunity to appear and be heard on the following matters: 1) The public interest and necessity require the proposed project; 2) The project is planned or located in a manner that will be most compatible with the greatest public good and the least private injury; 3) The real property to be acquired is necessary for the project; and 4) The offer of just compensation has been made to the property owner. Since an agreement has not been reached with some property owners, it may be necessary to acquire necessary interests by eminent domain. The initiation of the eminent domain process is accomplished by the Commission's adoption of resolutions of necessity for the affected properties. Record property owners must be afforded an opportunity to appear at the hearing and lodge objections. A notice of this hearing was sent by first class mail to the property owners, and stated the Commission's intent to consider the adoption of resolutions, the right of the property owners to appear and be heard on these issues, and that failure to file a written request to appear would result in a waiver of the right to appear and be heard. The Commission scheduled this hearing at which all persons who filed a written request in compliance with applicable law may appear and be heard. Aerial views of the parcels subject to this staff report in relation to the SR-91 CIP are attached. Finding 1: Public Interest and Necessity Require the Project SR-91 in Riverside County ranks among the nation's worst commutes. Stop and go traffic is the norm, especially during morning and late afternoon rush hours. Traffic congestion on eastbound SR-91 between the cities of Anaheim and Corona is routinely among the worst 15 areas in the nation. SR-91 is continuing to experience increased congestion as a result of population growth in Riverside and San Bernardino Counties and the increase in jobs in Los Angeles and Orange Counties. Demographic projections for the Southern California Association of Governments (SCAG) region show population and employment in Orange and Riverside Counties are forecast to increase substantially by 2035. As a result, traffic volumes on SR-91 are expected to increase by approximately 50 percent by 2035, which would result in even greater congestion and delays on SR-91. The existing travel demand on SR-91 has led to a heavy directional commute pattern between Los Angeles, Orange, and Riverside Counties that is projected to continue into the future. SR-91 is the only major highway that links Orange and Riverside Counties. Extending from the Orange County/Riverside County line in the city of Corona to Pierce Street in Riverside, the Agenda Item 6 3 SR-91 CIP will add mixed flow lanes, tolled express lanes, improve interchanges, bridges, ramps, and local streets. New freeway to freeway ramp connections between the SR-91 and Interstate 15 also will be made. The SR-91 CIP is designed to reduce delays, improve air quality, offer a choice between regular (mixed flow) lanes and express lanes, allow faster emergency response, relieve local street congestion, and provide better access to public transit and rails. Finding 2: The Project is Planned or Located in a Manner Most Compatible with Greatest Public Good and Least Private Injury A thorough analysis was conducted to find the single best alternative for the SR-91 CIP. Environmental analyses and findings indicate the chosen alignment uniquely satisfies engineering, public health, and environmental issues, and is the most compatible with the greatest public good and least private injury. To minimize private injury, a thorough analysis regarding the need for each property and each interest was conducted in the planning stages of the SR-91 CIP. Efforts during the planning stages included conducting public outreach meetings and seeking feedback about the SR-91 CIP alignment and potential impacts. Staff also met regularly with various local agencies and businesses to determine if modifications to the alignment were necessary to minimize impacts. These efforts continued over the course of years to ensure the alignment design achieved the greatest public good with the least private injury. As part of the acquisition process, unless settlement was reached within the first 30 days after an offer was made, every property owner was provided an opportunity to participate in meetings with project staff. The goal of these meetings was to minimize private injury not only on the basis of information staff obtained through the planning process, but also on the information provided by the property owners. As a result, staff has in some cases included mitigation measures to reduce and minimize impacts to the property. Compliance with the California Environmental Quality Act has been satisfied by Caltrans' certification of an environmental impact report (EIR) in its role as lead agency on August 8, 2012, and the Commission's subsequent consideration of that certified EIR in its role as a responsible agency on November 14, 2012. Finding 3: The Real Property to be Acquired is Necessary for the Project The property interests sought below have been analyzed to determine if a feasible design alternative that exists would alleviate the need for the interest. As indicated above, the property owners of the interests were invited to meet with project staff and provide input to address any concerns the property owners may have with the design of the SR-91 CIP in the manner proposed and the necessity of the acquisition. To the extent the property owners Agenda Item 6 4 raised such concerns; staff took those concerns into consideration and attempted to make design modifications as feasible as possible. In the end, staff recommends the following interests in real property are necessary for the project. RON No. 14-022 - Owner: Corona Towne Center, LLC, a California Limited Liability Company; APNs 118-270-034, 118-270-035, 118-270-036, 118-270-038, 118-270-039, and 118-270-042; CPNs 22218-1, 22218-2, 22218-3, 22218-4, 22218-5, 22218-6, and 22218-7 The real property commonly known as Assessor Parcel Nos. (APNs) 118-270-034, 118-270-035, 118-270-036, 118-270-038, 118-270-039, and 118-270-042 is owned in fee by Corona Towne Center, LLC, a California limited liability company (Corona Towne Center) and is located at 261-401 South Lincoln Avenue, in Corona, California. The subject property is roughly square in shape and is commonly known as the Corona Towne Center, a community shopping center containing 139,003 square feet of gross leasable area on a 10.42 acre (453,889 square foot) site. The subject property is occupied by retail/commercial tenants including Cardenas Markets, Fallas clothing store, Dollar Tree, Yoshinoya restaurant, an animal hospital, and various other businesses. The property is bounded by a former RV sales business to the north, residential properties to the south, commercial businesses to the east, and South Lincoln Street to the west. The north and west sides of the subject property are impacted due to the widening of SR-91, the resulting realignment of the eastbound Lincoln Avenue on and off ramps, and the addition of a new frontage road. West 2nd Street will be extended west through the shopping center from the existing West 2nd Street/Vicentia Avenue intersection to the Lincoln Avenue/D Street intersection. The eastbound Lincoln Avenue on and off ramps will be realigned to intersect with the newly extended West 2nd Street. The Commission is seeking to acquire portions of the subject property including fee, building access easement, building demolition easement, and four temporary construction easement interests. An offer of just compensation for the property interests sought to be acquired was made to the record owner on January 7, 2014. Subsequently, in an effort to minimize impacts to the subject property, staff requested a design change that would require acquiring a lesser interest and would maintain an existing ingress/egress point to the shopping center. Based on the new design, a new revised offer of just compensation for the property interests sought to be acquired was made to the record owner on August 11, 2014. On June 11, 2014, the Commission considered adoption of a resolution of necessity for the purpose of acquiring the property interests set forth in its January 7, 2014 offer. After a hearing on the issues presented herein, the Commission voted to continue the hearing on the adoption of the resolution of necessity to provide staff additional time and opportunity to explore a further design change. Agenda Item 6 5 Legal definition(s), legal description(s) and/or plat map(s) of the portions sought to be acquired are attached as an exhibit to Resolution of Necessity No. 14-022. An aerial view of the parcel and the parcel's relationship to the SR-91 CIP is also attached. A Notice of Hearing to Corona Towne Center was mailed on August 25, 2014. RON No. 14-028 — Owner: Platinum Oil Corporation, a California Corporation; APN 102-270-011; CPNs 22165-1 and 22165-2 The real property commonly known as APN 102-270-011 is owned in fee by Platinum Oil Corporation, a California corporation (Platinum Oil) and is located at 1825 West 6th Street, in Corona, California. The property is roughly square in shape, has a site area of approximately 25,265 square feet, and is improved with a Shell service station, convenience store, associated parking lot, and other improvements. The property is bounded by commercial properties to the north, east, and west and West 6th Street to the south. The south side of the subject property is impacted due to the proposed widening of SR-91 freeway and the resulting curb realignment and widening of West 6th Street. The slight widening of West 6th Street will require a small fee acquisition as well as a temporary construction easement directly affecting the southerly frontage of the subject property. The Commission is seeking to acquire portions of the subject property including fee and temporary construction easement interests. An offer of just compensation for the property interests sought to be acquired was made to the record owner on June 5, 2014. Legal definition(s), legal description(s) and/or plat map(s) of the portions sought to be acquired are attached as an exhibit to Resolution of Necessity No. 14-028. An aerial view of the parcel and the parcel's relationship to the SR-91 CIP is also attached. A Notice of Hearing to Platinum Oil was mailed on July 25, 2014. RON No. 14-029 — Owner: National Community Renaissance of California, a California Non -Profit Public Benefit Corporation; APN 118-171-040; CPNs 22188-1 and 22188-2 The real property commonly known as APN. 118-171-040 is owned in fee by National Community Renaissance of California, a California non-profit public benefit corporation (National Community) and is located at 204 Magdalena Circle, in Corona, California. The subject property is part of a larger multi -family residential complex known as the Corona Del Rey Apartments. The subject property is improved with a 160-unit gated apartment complex, and is located just south of SR-91. The complex consists of 40 two story multi -family residential buildings situated on 40 separate parcels, bisected by D Street. The 48 units located on the south side of D Street are not impacted by the easements or the project as proposed. No building improvements will be impacted by the project, although various site improvements located within the acquisition area (including a strip of asphalt paving, patio fence, landscaping, Agenda Item 6 6 an access door and utility boxes/panels) will be impacted. The larger parcel is bounded by SR-91 to the north, residential properties to the south and west, and commercial properties to the east. The design of SR-91 CIP necessitates the Commission acquire a permanent wall footing easement and temporary construction easement in portions of the subject property as the northerly portion of the subject property is impacted due to the proposed widening of SR-91. Retaining wall construction is included as a part of this widening, and the construction easement directly affects the northern frontage of the subject property. An offer of just compensation for the property interests sought to be acquired was made to the record owner on May 27, 2014. Legal definition(s), legal description(s) and/or plat map(s) of the portions sought to be acquired are attached as an exhibit to Resolutions of Necessity No. 14-029. An aerial view of the parcel and the parcel's relationship to the SR-91 CIP is also attached. A Notice of Hearing to National Community was mailed on July 25, 2014. RON No. 14-030 — Owner: National Community Renaissance of California, a California Non -Profit Public Benefit Corporation; APNs 118-171-026 and 118-171-039; CPNs 22189-1, 22189-2, and 22189-3 The real property commonly known as APNs. 118-171-026 and 118-171-039 is owned in fee by National Community Renaissance of California, a California non-profit public benefit corporation (National Community) and is located at 204 Isabella Way and 205 Magdalena Circle, in Corona, California. The subject property is part of a larger multi -family residential complex known as the Corona Del Rey Apartments. The subject property, is improved with a 160-unit gated apartment complex, and is located just south of SR-91. The complex consists of 40 two story multi -family residential buildings situated on 40 separate parcels, bisected by D Street. The 48 units located on the south side of D Street are not impacted by the easements or the project as proposed. No building improvements will be impacted by the project, although various improvements located within the acquisition area (including a strip of asphalt paving, patio fence, landscaping, an access door, and utility boxes/panels) will be impacted. The larger parcel is bounded by SR-91 to the north, residential properties to the south and west, and commercial properties to the east. The design of the SR-91 CIP necessitates the Commission acquire a fee, permanent wall footing easement, and temporary construction easement in portions of the subject property as the northerly portion of the subject property is impacted due to the proposed widening of the SR-91. Retaining wall construction is included as a part of this widening, and the fee and construction easement directly affects the northern frontage of the subject property. Agenda Item 6 7 An offer of just compensation for the property interests sought to be acquired was made to the record owner on May 27, 2014. The Commission retained the services of Overland, Pacific & Cutler (OPC), a right of way acquisition and relocation firm, to provide relocation assistance as needed. Legal definition(s), legal description(s) and/or plat map(s) of the portions sought to be acquired are attached as an exhibit to Resolutions of Necessity No. 14-030. An aerial view of the parcel and the parcel's relationship to the SR-91 CIP is also attached. A Notice of Hearing to National Community was mailed on July 25, 2014. RON No. 14-031 — Owner: National Community Renaissance of California, a California Non -Profit Public Benefit Corporation; APN 118-171-025; CPNs 22190-1, 22190-2, and 22190-3 The real property commonly known as assessor parcel nos. 118-171-025 is owned in fee by National Community Renaissance of California, a California non-profit public benefit corporation (National Community) and is located at 205 Isabella Way, in Corona, California. The subject property is part of a larger multi -family residential complex known as the Corona Del Rey Apartments. The subject property, is improved with a 160-unit gated apartment complex, and is located just south of SR-91. The complex consists of 40 two story multi -family residential buildings situated on 40 separate parcels, bisected by D Street. The 48 units located on the south side of D Street are not impacted by the easements or the project as proposed. No building improvements will be impacted by the project, although various site improvements located within the acquisition area (including a strip of asphalt paving, patio fence, landscaping, an access door, and utility boxes/panels) will be impacted. The larger parcel is bounded by SR-91 to the north, residential properties to the south and west, and commercial properties to the east. The design of the SR-91 CIP necessitates the Commission acquire a fee, permanent wall footing easement, and temporary construction easement in portions of the subject property as the northerly portion of the subject property is impacted due to the proposed widening of the SR-91. Retaining wall construction is included as a part of this widening, and the fee and construction easement directly affects the northern frontage of the subject property. An offer of just compensation for the property interests sought to be acquired was made to the record owner on May 27, 2014. The Commission retained the services of OPC, a right of way acquisition and relocation firm, to provide relocation assistance as needed. Legal definition(s), legal description(s) and/or plat map(s) of the portions sought to be acquired are attached as an exhibit to Resolutions of Necessity No. 14-031. An aerial view of the parcel and the parcel's relationship to the SR-91 CIP is also attached. A Notice of Hearing to National Community was mailed on July 25, 2014. Agenda Item 6 8 RON No. 13-011 — Owner: Pearl Street Properties, LLC, a Nevada Limited Liability Company, APNs 115-060-013, 115-060-015, 117-270-005, and 117-270-013; CPNs 22275-5, 22275-9, 22275-10, and 22275-11 The real property commonly known as APNs 115-060-013, 115-060-015, 117-270-005, and 117-270-013 is owned in fee by Pearl Street Properties, LLC, a Nevada limited liability company (Pearl Street Properties) and is located at 105 and 211 Pearl Street, in Corona, California. The subject property has an irregular land configuration consisting of 314,936 square feet of land area. The subject property is improved with several buildings of mixed construction including metal clad, wood frame, and reinforced concrete. Specifically, there are two single family residential dwellings, one large produce warehouse/distribution building occupied by Newport Farms, Inc. and other storage buildings. The Commission previously adopted Resolution of Necessity No. 13-011 on June 13, 2013, to acquire fee, permanent access easement, permanent utility easement, permanent wall easement, and temporary construction easement interests in portions of the larger parcel. Subsequent to the adoption of the resolution of necessity, an eminent domain action was filed in Riverside Superior Court, bearing Case No. RIC 1307299, to secure the necessary prejudgment possession of the property. The design of the project has since been modified, and it is now necessary to acquire additional right of way for the project from Pearl Street Properties. The Commission is now seeking to acquire additional portions of the subject property including fee, permanent drainage easement, temporary access easement, and temporary construction easement interests. An offer of just compensation for the additional property interests sought to be acquired was made to the record owner on June 3, 2014. Counsel for the Commission and counsel for Pearl Street Properties have entered into a stipulation to allow the Commission to amend Resolution No. 13-011 to include the additional property interests. Legal definition(s), legal description(s) and/or plat map(s) of the modified and supplemental portions sought to be acquired are attached as an exhibit to Amended Resolution of Necessity No. 13-011. An aerial view of the parcel and the parcel's relationship to the SR-91 CIP is also attached. A Notice of Hearing to Pearl Street Properties was mailed on August 15, 2014. Finding 4: Offers of Just Compensation Have Been Made to the Property Owners Litigation guarantees were obtained from Commonwealth Land Title Insurance Company to confirm and identify the parties with an interest in the parcels affected by the SR-91 CIP. The Commission then served the affected property owners and other interested parties as appropriate, with a notice of the Commission's decision to appraise the property. The Commission had the real property interests appraised by the real estate appraisal firms of Kiley Company and Integra Realty Resources to establish the fair market value of the property interests the Commission is seeking to acquire from the parties identified herein. Agenda Item 6 9 Offers of just compensation were made to the property owners to purchase the property interests, based on the approved appraisals, as required by Section 7267.2 of the California Government Code. However, the Commission will acquire the interests necessary and set forth above from the property owners to ensure the property will be available to meet the time frames associated with the construction of the SR-91 CIP. Fiscal Impact There is no fiscal impact due to adoption of the resolution of necessity. All property acquisition expenses are included in the SR-91 CIP budget. Attachments: 1) Resolution No. 14-022 2) Resolution No. 14-028 3) Resolution No. 14-029 4) Resolution No. 14-030 5) Resolution No. 14-031 6) Resolution No. 13-011 Agenda Item 6 10 ATTACHMENT 1 RESOLUTION NO. 14-022 RESOLUTION OF NECESSITY FOR THE ACQUISITION OF FEE, TEMPORARY CONSTRUCTION EASEMENT, BUILDING ACCESS EASEMENT AND BUILDING DEMOLITION EASEMENT INTERESTS IN CERTAIN REAL PROPERTY, BY EMINENT DOMAIN, MORE PARTICULARLY DESCRIBED AS ASSESSOR PARCEL NOS. 118-270-034, 118-270-035, 118-270-036, 118-270-038, 118-270-039 AND 118-270-042, LOCATED IN CORONA, RIVERSIDE COUNTY, CALIFORNIA, FOR THE STATE ROUTE 91 CORRIDOR IMPROVEMENT PROJECT, BETWEEN PIERCE STREET ON THE EAST TO THE COUNTY LINE ON THE WEST, IN RIVERSIDE COUNTY, CALIFORNIA WHEREAS, the Riverside County Transportation Commission (the "Commission") proposes to acquire fee, temporary construction easement, building access easement and building demolition easement interests in certain real property, located in Riverside County, California, more particularly described as Assessor Parcel Nos. 118-270-034, 118-270-035, 118-270-036, 118-270-038, 118-270-039 and 118-270-042 (CPNs 22218-1, 22218-2, 22218-3, 22218-4, 22218-5, 22218-6 and 22218-7) for the State Route 91 Corridor Improvement Project in Riverside County, California, pursuant to the authority granted to it by section 130220.5 of the California Public Utilities Code; and WHEREAS, pursuant to section 1245.235 of the California Code of Civil Procedure, the Commission scheduled a public hearing for Wednesday, June 11, 2014 at 9:30 a.m., at the County Administration Building, Board of Supervisors Chambers, at 4080 Lemon Street, Riverside, California, and gave to each person whose property is to be acquired and whose name and address appeared on the last equalized county assessment roll, notice and a reasonable opportunity to appear at said hearing and be heard on the matters referred to in section 1240.030 of the California Code of Civil Procedure; and WHEREAS, said hearing has been held by the Commission, and the affected property owner and other interested parties were afforded an opportunity to be heard on said matters; and WHEREAS, the Commission may now adopt a Resolution of Necessity pursuant to section 1240.040 of the California Code of Civil Procedure; NOW, THEREFORE, THE COMMISSION DOES HEREBY RESOLVE AND DECLARE AS FOLLOWS: Section 1. Compliance with California Code of Civil Procedure. There has been compliance by the Commission with the requirements of section 1245.235 of the California Code of Civil Procedure regarding notice and hearing. Section 2. Public Use. The public use for the fee, temporary construction easement, building access easement and building demolition easement interests in the property to be acquired 11 is for the SR-91 Corridor Improvement Project in Riverside County, California. Section 130220.5 of the California Public Utilities Code authorizes the Commission to acquire, by eminent domain, property necessary for such purposes. Section 3. Description of Property. Attached and marked as Exhibit "A" are the legal definitions, legal descriptions and plat maps of the portions of the parcel upon which the fee, temporary construction easement, building access easement and building demolition easement interests to be acquired by the Commission are located, and which describe the general location and extent of the property with sufficient detail for reasonable identification. Section 4. Findings. The Commission hereby finds and determines each of the following: (a) The public interest and necessity require the proposed project; (b) The proposed project is planned or located in the manner that will be most compatible with the greatest public good and least private injury; (c) The property defined, described and/or depicted in Exhibit "A" is necessary for the proposed project; and (d) The offer required by section 7267.2 of the California Government Code was made. Section 5. Use Not Unreasonably Interfering with Existing Public Use. Some or all of the real property affected by the interest to be acquired is subject to easements and rights of way appropriated to existing public uses. The legal descriptions of these easements and rights of way are on file with the Commission and describe the general location and extent of the easements and rights of way with sufficient detail for reasonable identification. In the event the herein described use or uses will not unreasonably interfere with or impair the continuance of the public use as it now exists or may reasonably be expected to exist in the future, counsel for the Commission is authorized to acquire the herein described interest subject to such existing public use(s) pursuant to section 1240.510 of the California Code of Civil Procedure. Section 6. More Necessary Public Use. Some or all of the real property affected by the interest to be acquired is subject to easements and rights of way appropriated to existing public uses. To the extent that the herein described use or uses will unreasonably interfere with or impair the continuance of the public use as it now exists or may reasonably be expected to exist in the future, the Commission finds and determines that the herein described use or uses are more necessary than said existing public use. Counsel for the Commission is authorized to acquire the herein described real property appropriated to such existing public uses pursuant to section 12 1240.610 of the California Code of Civil Procedure. Staff is further authorized to make such improvements to the affected real property that it determines are reasonably necessary to mitigate any adverse impact upon the existing public use. Section 7. Further Activities. Counsel for the Commission is hereby authorized to acquire the hereinabove described real property in the name of and on behalf of the Commission by eminent domain, and counsel is authorized to institute and prosecute such legal proceedings as may be required in connection therewith. Legal counsel is further authorized to take such steps as may be authorized and required by law, and to make such security deposits as may be required by order of court, to permit the Commission to take possession of and use said real property at the earliest possible time. Counsel is further authorized to correct any errors or to make or agree to non- material changes in the legal description of the real property that are deemed necessary for the conduct of the condemnation action, or other proceedings or transactions required to acquire the subject real property. Counsel is further authorized to reduce or modify the extent of the interests or property to be acquired so as to reduce the compensation payable in the action where such change would not substantially impair the construction and operation for the project for which the real property is being acquired. Section 8. Effective Date. This Resolution shall take effect upon adoption. APPROVED AND ADOPTED this 10th day of September, 2014. Marion Ashley, Chair Riverside County Transportation Commission ATTEST: Jennifer Harmon, Clerk of the Board Riverside County Transportation Commission 13 14 Legal Definitions of Property to be Acquired The following is a list of definitions of legal rights to be acquired by Riverside County Transportation Commission: (The rights being acquired may be exercised mutually exclusive of each other.) "Fee" (as to 22218-1) also known as fee simple or fee simple absolute, grants to RCTC absolute ownership of the portion of the property to be acquired. "Temporary Construction Easement" (TCE) (as to 22218-2, 22218-3, 22218-4, and 22218-5) refers to the right of RCTC, its successors and assigns, to engage in construction and related activities for the project. Such rights shall be exercised for a period of six (6) consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. The duration of the rights under the TCEs shall not extend beyond November 6, 2017, or upon filing of a Notice of Completion, whichever is earlier. Property Owner shall not cause, directly, indirectly or negligently, any interference with or harm to the rights conveyed hereunder. "Building Demolition Easement" (as to 22218-6) refers to an exclusive temporary easement and right of way in favor of RCTC, its successors and assigns, for the purpose of demolition, construction, reconstruction, and repair of the building and improvements located therein, together with all necessary rights incidental thereto. Property Owner shall not erect or construct, or permit to be erected or constructed, any building, structure or improvement on, over, or under any portion of the easement, or plant trees or any other vegetation on any portion of the easement except with the prior written consent of RCTC, its successors and assigns. RCTC shall have the right to trim, cut or clear away any trees, brush, or other vegetation from time to time as determined in its sole discretion, without payment of additional compensation. No other easements shall be granted on, under or over the easement without the prior written consent of RCTC, its successors and assigns. Such right shall be exercised for a period of three (3) consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. The duration of the rights under this easement shall not extend beyond November 6, 2017, or upon filing of a Notice of Completion, whichever is earlier. 17336.02100\9125466.1 EXHIBIT PAGE 1 Property Owner shall not cause, directly, indirectly or negligently, any interference with or harm to the rights conveyed hereunder. "Building Access Easement" (as to 22218-7) refers to a non-exclusive temporary easement and right of way in favor of RCTC, its successors and assigns, to use the area to disconnect and tie-in to the existing structure, utilities and mechanical systems, for inspection purposes, and to traverse an access way to access RCTC owned facilities and/or construction site, as determined necessary by RCTC, together with all necessary rights incidental thereto, on, over, under and across the property in connection with the exercise of any easement rights described herein. Property Owner shall not erect or construct, or permit to be erected or constructed, any building, structure or improvement on, over, or under any portion of the easement, or plant trees or any other vegetation on any portion of the easement except with the prior written consent of RCTC, its successors and assigns. No other easements shall be granted on, under or over the easement without the prior written consent of RCTC, its successors and assigns. Such right shall be exercised for a period of three (3) consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. The duration of the rights under this easement shall not extend beyond November 6, 2017, or upon filing of a Notice of Completion, whichever is earlier. Property Owner shall not cause, directly, indirectly or negligently, any interference with or harm to the rights conveyed hereunder. 17336.02100\9125466.1 EXHIBIT PAGE 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PSOMAS EXHIBIT `Al' LEGAL DESCRIPTION Caltrans Parcel No. 22218-1 Fee Acquisition APN 118-270-034, 35, 36, 38, 39, and 42 Those portions of Parcels 1 through 6, inclusive, of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of said Parcel 2; thence along the northerly line of said Parcel 2 South 81°57'20" East 288.27 feet to a point thereon; thence South 72°26'28" West 218.38 feet; thence South 73°45'06" West 161.02 feet to the beginning of a curve concave northerly having a radius of 903.00 feet; thence westerly along said curve 382.42 feet through a central angle of 24°15'53" to the beginning of a compound curve concave northerly having a radius of 1,403.00 feet; thence westerly along said curve 32.48 feet through a central angle of 01°19'36"; thence South 54°27'43" West 54.62 feet; thence South 09°15'36" West 95.59 feet; thence South 08°05'21" West 34.85 feet; thence South 09°23'23" West 155.22 feet to a point, said point being the beginning of a non -tangent curve concave westerly having a radius of 95.00 feet, to which point a radial line bears South 79°06'07" East; thence southerly along said curve 9.83 feet through a central angle of 05°55'39" to a point on the westerly line of said Parcel 6; thence along the westerly line of said Parcels 1 through 6, also being the easterly line of Lincoln Avenue as shown on said parcel map the following five (5) courses: 1. North 08°03'59" East 342.88 feet to the beginning of a curve concave southeasterly having a radius of 14.50 feet; 2. Northeasterly along said curve 22.78 feet through a central angle of 90°00'00"; 3. North 08°03'59" East 65.00 feet to the beginning of a non -tangent curve concave northeasterly having a radius of 14.50 feet, to which point a radial line bears South 08°03'59" West; PA2PTG010501\SURVEYULEGALS\22218_APN_ 118-270-035_036_038_039_042\Legals\22218-1-FEE.doc 6/27/2014 Page 1 of 3 EXHIBIT PAGE 3 PS OMAS 4. Northerly along said curve 22.78 feet through a central angle of 90°00'00"; 5. North 08°03'59" East 82.16 feet to a point thereon, said point being the most southerly corner of Parcel 2070-107B as described in the Final Order of Condemnation, Case No. 217114, Superior Court of said County, a Certified Copy thereof being recorded October 5, 1995 as Instrument No. 333298 of Official Records of said County; thence along the southerly line of said Parcel 2070-107B the following two (2) courses: 1. North 66°09'06" East 12.61 feet and 2. North 86°05'56" East 64.11 feet to a point on the northerly line of said Parcel 1; thence along the northerly line of said Parcel 1 the following four (4) courses: 1. South 81 °55'24" East 214.71 feet to the beginning of a curve concave northerly having a radius of 150.00 feet; 2. Easterly along said curve 72.60 feet through a central angle of 27°43'49" to the beginning of a reverse curve concave southerly having a radius of 150.00 feet; 3. Easterly along said curve 72.51 feet through a central angle of 27°41'53"; and 4. South 81°57'20" East 77.36 feet to the Point of Beginning. Containing 114,644 square feet. This conveyance is made for the purpose of a freeway and the Grantor hereby releases and relinquishes to the Grantee any and all abutter's rights or access, appurtenant to Grantor's remaining property, in and to said freeway. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476 See Exhibit `A2' attached hereto and made a part hereof. PA2PTG010501\.SURVEY\LEGALS\22218_APN_118-270-035_036_038_039 042\Lega1s\22218-1-FEE.doc 6/27/2014 Page 2 of 3 EXHIBIT PAGE 4 PS 4MAS Prepared under the direction of Brian E. Bullock, PLS 5260 Date 4 - z 7 /4- PA2PTG010501\S UR VL'Y\LEGALS\22218_APN_118-270-035_036_038_039_0421Legals\22218-1-FEEdoc 6i27n014 Page 3 of 3 EXHIBIT PAGE 5 20 EXHIBIT A2 PARCEL# TITLE AREA APN 2221 8-1 PARCEL 20 /0- 1 0 I N66° 09'06"E 12.61'w I a'' �L-0 iM O N 1 o Co c0 R=14.501' L=22.78'I A=90° 00'00" i D STo 65.00' . N08°03159"E R=1 4.501! L=22.78'1 0=90° 00'00" LINCOLN AVE. 0 z FEE 114,644 S.F. �Pr1i-�t;r I 1 PJ1�/1J�� 51 l 118-270-034,35,36,38,39,42 118-270-023 CO N Q rf) 64.11 6 E Nab 0 PARCEL S81°55'24"E 214.711— R=1 50.00' L=72.60 A=27°43'49" 1 118-270-042 S08°03159"W (R) (22218-1) N08°03159"E (R) R=1403.001 L=32.48' 0=01 ° 1 9'36" p=24° 1 5'53" 44' N08°03159"E 573°10'28"E (R)/ \ 509° 20'34"W ( R ) S54°27'43"W 54.62' 509° 1 5'36"W 95.59' 508°05'21 "W 1J34.85' DOC. #2000-033061 PARCEL 5 118-270-039 PARCEL 118-270-038 579°06'07"E (R) R=95.00' L=9.83' 0=05° 55'39" 118-270-041 PJl�/1J 1 .3/ 91 i 77.36' 581 ° 57'20"E R=150.00' L=72.51' 0=27°41'53" Pr RCE1 L J 118-270-034 O.R. 21 b=)0 93 w w in w w r� 118-270-035 PARC I 3 PARCr L -'ir 118-270-036 I FEET 0 40 BO 160 240 NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. POB TPOB (R) C ) Indicates Point Of Beginning Indicates True Point Of Beginning Indicates Radial Bearing Title to State Access Prohibited 22218-1 FEE ACQUISITION PREPARED BY: PS O M A S DATE:06-27-14 REV.: EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 3 Hutton Centre Drive, Ste. 200 Santa Ana California 92707 (714)751-7373/(714)54S 8883 (Fax) 8 RIV 91 5.5 2 2 EXHIBIT2A, PAGE 6 EXHIBIT A2 PARCEL# TITLE AREA APN 22218-1 FEE 114,644 S.F. 118-270-034,35,36,38,39,42 PARCEL 1 P,1 „8„ PARCEL 2 / 62-53 R=150.00: 118-270-023 118-270-024 L=72.51 A=27°41 '53" POB R=1 50.00' L=72.60' A=27°43'49" . 77.36 S81 307.25' ° 57'20"E 365.63' 288.27' PARCEL 2 3b �� PARCEL 1 2 W 1 18-270-034 , qK cal 1 18-270-042 Zg`� SOa53 3� ° Q�W/� 2 � .N - w w �2221 8-1� f. S12 S���o 02. 0 °'.r- = c/) ra'w v 0 M w °aGj 2 w S� 16� 0 IO cn PARCEL 3 q2 3a2' ,R;gp3.002q° 5153 118-270-035 D DOC. #2000-033061 O.R. P.A., P„N„e„ ND, 2 1 b )0 143/ 91-93 PARCEL I FEET 0 40 80 160 240 - - I.) , PARCEL 4 --1 11- 1 18-270-036 11, NOTES LEGEND 2 2 2 1 Q - 1 FEE ACQUISITION Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( )Title to State Access Prohibited _W_J_ PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 (714)751nta Ana, 737347114)5445.8883 [Fax! DATE:06-27-14 REV.: EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V, 91 5. 5 1 2 EXHIBITS PAGE 7 1 2 3 4 5 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PSOMAS EXHIBIT Tr LEGAL DESCRIPTION Ca!trans Parcel No. 22218-2 Temporary Construction Easement APN 118-270-034 That portion of Parcel 2 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly comer of said Parcel 2; thence South 81°57'20" East 288.27 feet along the northerly line of said parcel to a point thereon, said point being the True Point of Beginning; thence South 81 °57'20" East 10.41 feet continuing along said northerly line to a point thereon; thence South 17°33'32" East 13.50 feet; thence South 72°26'28" West 100.00 feet; thence North 17°33'32" West 18.00 feet; and thence North 72°26'28" East 90.62 feet to the True Point of Beginning. Containing 1,779 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `132' attached hereto and made a part hereof. PA2PTG010501`.SURVEY11-BGALS122218_APN_118-270-035_036_038_039_042\Legals`22218-2-TU3 Am 12/10/2012 Page 1 of 2 EXHIBIT PAGE 8 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS Prepared under the direction of Brian E. Bullock, PLS 5260 Date /2 -/0 -/Z PA2PTC1010501 \SUR VEY\LEGA LS122218_A PN_ 118-270-035_036_038_039_042\Legals\22218-2-TCE.duc 12/ 10/21)12 Page 2 of EXHIBIT PAGE 9 EXHIBIT B2 PARCEL# TITLE AREA APN 22218-2 TCE 1,779 SO. FT. 118-270-034 118-270-042 118-270-039 118-270-023 PARCEL 51 1 67-63 118-270-024 S81 ° 57'20"E 118-270-035 DOC. #2000-033061 O.R. P,M, NO, 21670 P,l`11„B„ 143/ 91-93 118-270-036 LINE TABLE BEARING DISTANCE L1 S08°07'46"W 53.36' L2 S81°52'14"E 10.00' L3 S81 ° 57'20"E 10.41 ' L4 S17°33'32"E 13.50' L5 S72°26'28"W 100.00' L6 N17°33'32"W 18.00' L7 N72°26'28"E 90.62' CURVE TABLE DELTA RADIUS LENGTH C1 27°43'49" 150.00' 72.60' C2 27°41'53" 150.00' 72.51' 1 FEET 0 40 80 160 240 0 0 N 03 NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing Title to State ( (( ( Access Prohibited 22218-2 TEMPORARY CONSTRUCTION EASEMENT PREPARED BY: PS O M A S 3 Hul ton Centre Drive Ste. 200 Sonia Ana, California 92707 (714)751-7375/(714)545 8B83 (Fax) DATE:03-06-12 REV.:2; 12-10-12 EA: OF540 FAtt: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 RIV 91 5.5 1 1 EXHIBIT kPAGE 10 26 1 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS EXHIBIT `Cl' LEGAL DESCRIPTION Ca!trans Parcel No. 22218-3 Temporary Construction Easement APN 118-270-035 & 036 Those portions of Parcels 3 and 4 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of said Parcel 4; thence South 81 °54'34" East 209.29 feet along the northerly line of said parcel to a point thereon; said point being the beginning of a non -tangent curve concave northerly having a radius of 903.00 feet, to which point a radial line bears South 00°18'16" East; thence easterly along said curve 69.24 feet through a central angle of 04°23'35" to the True Point of Beginning; thence easterly, continuing along said curve 54.34 feet through a central angle of 03°26'53"; thence South 08°08'46" East 18.00 feet to the beginning of a non -tangent curve concave northerly having a radius of 921.00 feet, to which point a radial line bears South 08°08'46" East; thence westerly along said curve 55.43 feet through a central angle of 03°26'53"; thence North 04°41'53" West 18.00 feet to the True Point of Beginning. Containing 988 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit 'C2' attached heretu and made a part hereof. P LPTG010501ISURVErLEGALS 22218_APN_I 18-270-035_016_038_039_04n egalsi22218-3-TCE.doc 12/10/201.2 Page I or EXHIBIT 47PAGE 11 t 2 3 4 5 6 8 9 10 Il 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS Prepared under the direction of /2- /D - / 2 Brian E. Bullock, PLS 5260 Date P A2PTG010501\SURVEYNLEGALR22218_APN_I 18-270-035_036_038_039_0a2{Legals\22218-3-TCE doc 12/ 10/2012 Page 2 of 2 EXHIBIT kPAGE 12 EXHIBIT C2 PARCEL# TITLE AREA APN 22218-3 TCE 988 SO. FT. 118-270-035 & 036 L3 N IM I PARCEL 1 PARCEL P,M,g, 51 / 62-63 C4 ' 519°39'13"E (PRC) 20/0- 10/ A A 1J 4 PARCEL 1 118-270-042 S08°03"59"W (R) N08°03'59"E (R) r L5 118-270-023 P„M, P,>` ,g, PARCEL 3 CS S00°18'16"E (R) S81 °54'34"E 209.29' TPOB 18.00' N04°41'53"W(R) PARCEL 5 118-270-039 C6 DOC. #2000-033061 O.R. PARCEL 6 118-270-038 r 118-270-041 I Cl 00 'o o C L6 NO, 21690 1 '}3/ 9 1 - )3 PARCEL 2 y FEET 0 40 80 160 240 118-270-036 118-270-034 22218-3) 1 8.00' 508°08'46"E(R) 118-270-035 F'ARCEL 3 LINE TABLE BEARING DISTANCE L1 N08°03'59"E 65.00' L2 N08°03'59"E 82.16' L3 N66°09'06"E 12.61' L4 N86°05'56"E 64.11' L5 S81°55'24"E 214.71' L6 S81°57'20"E 77.36' CURVE TABLE DELTA RADIUS LENGTH C1 90°00'00" 14.50' 22.78' C2 90°00'00" 14.50' 22.78' C3 27°43'49" 150.00' 72.60' C4 27°41 '53" 1 50.00' 72.51 ' C5 04°23'35" 903.00' 69.24' C6 03°26'53" 903.00' 54.34' C7 03°26'53" 921.00' 55.43' NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. POB Indicates Point Of Beginning TPOB Indicates True -Point Of Beginning (R) Indicates Radial Beoring Title to State ) r ) (, Access Prohibited 222 1 8-3 TEMPORARY CONSTRUCTION EASEMENT PREPARED BY: P SOMA S 3 Hutton Centre Drive, Ste. 200 Santa Ana, California 52707 (714)751 7373/(714)545-8883 (Fax) DATE:09-05-12 REV.: 12-10-12 EA: OF540 FA*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 RIV 91 5.5 1 1 EXHIBIT PPAGE 13 30 PS OMAS EXHIBIT `D1' LEGAL DESCRIPTION Caltrans Parcel No. 22218-4 Temporary Construction Easement APN's 118-270-038, & 39 Those portions of Parcels 5 and 6, of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of Parcel 2 of said parcel map; thence along the northerly line of said Parcel 2 South 81 °57'20" East 288.27 feet to a point thereon; thence South 72°26'28" West 218.38 feet; thence South 73°45'06" West 161.02 feet to the beginning of a curve concave northerly having a radius of 903.00 feet; thence westerly along said curve 382.42 feet through a central angle of 24°15'53" to the beginning of a compound curve concave northerly having a radius of 1,403.00 feet; thence westerly along said curve 32.48 feet through a central angle of 01 ° 19'36"; thence South 54°27'43" West 40.53 feet to the True Point of Beginning; thence continuing South 54°27'43" West 14.09 feet; thence South 09°15'36" West 95.59 feet; thence South 08°05'21" West 34.85 feet; thence South 09°23'23" West 155.22 feet to a point, said point being the beginning of a non -tangent curve concave westerly having a radius of 95.00 feet, to which point a radial line bears South 79°06'07" East; thence southerly along said curve 9.83 feet through a central angle of 05°55'39" to a point on the westerly line of said Parcel 6; thence along the westerly line of said Parcel 6, also being the easterly line of Lincoln Avenue as shown on said parcel map, South 08°03'59" West 34.88 feet to a point thereon, said point being the beginning of a non -tangent curve concave southeasterly having a radius of 77.12 feet, to which point a radial line bears North 66°45' 14" West; thence northeasterly along said curve 9.78 feet through a central angle of 07°16'02" to the beginning of a reverse curve concave westerly having a radius of 105.00 feet; thence northerly along said curve 35.24 feet through a central angle of 19°13'53"; thence North PA2PTG010501\SURVEY\LEGALS\22218_APN_118-270-035_036_038_039_042\Legals\22218-4-TCE.doc Page 1 of 2 6/30/2014 EXHIBIT Al PAGE 14 PS OMAS 09°23'56" East 156.30 feet; thence North 08°05'21" East 11.93 feet; thence South 80°46'22" East 10.00 feet; thence North 09°13'38" East 56.43 feet; thence North 80°46'22" West 10.43 feet; thence North 09°15'36" East 71.91 feet to the True Point of Beginning. Containing 3784 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476 See Exhibit `D2' attached hereto and made a part hereof. Prepared under the direction of Brian E. Bullock, PLS 5260 Date PA2PTG010501\SURVEY\LEGALS\22218_APN_118-270-035_036_038_039_042\Legals\22218-4-TCE.doc Page 2 of 2 6/30/2014 EXHIBIT A2PAGE 15 EXHIBIT D2 PARCEL# TITLE AREA APN 22218-4 TCE 3784 S.F. 118-270-038 & 039 PARCEL 1 P,M,2, - PARCr I 2 / 62-63 118-270-023 118-270-024 POB S81 4 77.36 307.25' ° 57'20"E 365.63' 288.27' PARCEL 2 3A PARCEL 12 1 18-270-034 . A6 0 c� 1 18-270-042 p � 3� 2�`� S ° �O A W f� 2 _ LdLLI = t' i p c�1 S� �0 020� rn a- 0 ro co i W w S� 16� PAF�Cr L 3 382 `q2 R,gp3. 5'53 118-270-035 Zq° N DOC. #2000-033061 O.R. P A P„N�g, , NO., 21690 143/ 91-93 PARCEL 3 I FEET 0 40 80 160 240 up PARC. I 'f —1 118-270-036 0 NOTES LEGEND 2 2 2 1 TEMPORARY CONSTRUCTION EASEMENT 8 - 4 Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted, POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing )Title to State ii() Access Prohibited PREPARED BY: PSOMAS Hutton SantaAna, CaliDrive, fornia92 07 e. 200 (714)751-7373/(714)545-8883 (Fax) DATE:06-27-14 REV.: 1; 06-30-14 EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 RR LL 2z tt FXH'IRYT A3PA4'k 1R 5.5 1 3 EXHIBIT D2 PARCEL# TITLE AREA A P N 22218-4 TCE 3784 S.F. 118-270-038 & 039 PARe L ---'-PARDr l; 1 0/0- 101 vi,a, 1 18-270-023 • A ;? J \,,___- 51 i 6 -63 77.36' S81 ° 57'20"E j PAR f r L 1 118-270-042 Pr1RDrl I j 118-270-034 1 D ST. ---1 i! ------- j \ _ PARCEL. 3 r R=1 403.00' I- a2.421 L=32.48' L=3 w 0=01 ° 1 9'36" w 903�00 I / � A=24° 1 5'53" R- j Lu I ' % \ S09°20'34"W (R) DOC. #2000-033061 554°27'43"W 40.53' F) J\JJ, TPOB NO, LU O.R. (/) 71 �9.0 Q j 22218-4 i Pr1RD L 5 118-270-035 —I ' 44i PAR0 I 3 _ - - 118 270 039 Z ! M iv) I if j w,Q W I I-- I . - PARcs,rl Rio i i�rir�CrL 118-270-036 I ' 0 I wi O ' 1 18-270-038 N �i � ) 1 O CO I I ' i i I I , \.i — FEET 0 40 80 160 240 NOTES LEGEND 22218-4 TEMPORARY CONSTRUCTION EASEMENT Coordinates and bearings ore on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( Title to State �LLJ_ Access Prohibited PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200Santa (714)757Ana, 2707 7373/(714)54598883 (Fox) DATE:06-27-14 REV.: 1, 06-30-14 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS nn i 2 cv5J vT f)4Pa. C 49 5.5 2 3 v EXHIBIT D2 PARCEL# TITLE AREA APN 22218-4 TCE 3784 S.F. 118-270-038 & 039 S09°20'34"W (R) ��� R=903.00, \ 0-24g15?53" S54°27'43"W 14.091 ° LJJ . R=1403.00' L=32.48' 0=01 ° 1 9'36" S54 27 43 W DOC e # 40.53' 2000-0330610.R. TPOB P NJ, No., 21 )o Q I 15-) r Z `. In --1I rn 6, , t,-) N09° 1 5'36"E p, )\JJ , a„ J 3/ 9 1- 9,3 71 .91 ' N80°46122"W M�2221 8-4� 10.43' Pr1F��'r I 3'38"E —Ij 44 N09° 1 56.43' 118-270-039 I S08°05'21 "W 34.85' S80°46'22"E 10.00' o H \ N08g 05 21 E PARDEL r, 1 ( I 118-270-038 118-270-041 N/�,__----� V) InM I c Mv FMoo I rn S79°06'07"E (R) R=95.00' c9/ ://'''' � M I O NJ o °a, rn O �' \ \\. __ \_, ,' \' 00 ram, --�� \ • \♦ R=105.00' `� / 0=1 9° 1 3'53" `� � / R=77.12'.) L=978' 1 A=07° 1 6'02" / / N66°45'14"W (R) ,'� DETAIL ''� NO SCALE L=9.83' A=05°55139" S73°10'28"E (R) /Z, S08°03'59"W I� i x< 78°43105"E (R) R=105.00' ,I A=19°13'53" ,,-'� 34.88' _ ' N66°45114"W (R) //\ -1 ) I FEET 0 25 50 100 150 NOTES LEGEND 2 2 2 1 TEMPORARY CONSTRUCTION EASEMENT 8 - 4 Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing Title to State 1111 Access Prohibited PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santa Ana, Colifornia 92707 (714)481-8053/(714)545-B883 (Fax) DATE:06-27-14 REV.: 1; 06-30-14 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 2 FXN�%Yr 15PA. 1A 5.5 3 3 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 78 29 30 31 PS OMAS EXHIBIT `E1' LEGAL DESCRIPTION Ca!trans Parcel No. 22218-5 Temporary Construction Easement APN 118-270-038 That portion of Parcel 6 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the southwest comer of said parcel; thence North 08°03'59" East 71.55 feet along the westerly line of said parcel to a point thereon; thence South 81°56'01" East 18.00 feet; thence South 08°03'59" West 71.51 feet to a point on the southerly line of said parcel; thence North 82°03'18" West 18.00 feet along said southerly line to the Point of Beginning. Containing 1,288 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `E2' attached hereto and made a part hereof. Prepared under the direction of /2./0-72 Brian E. Bullock, PLS 5260 Date P:UPTG010501\.SURVEYIIEGALSti22218_APN_ I I8-270-035_036_038_039_0,12`Legals\22218-5-rCE doc 12/10/2012 Page I of I EXHIBIT kPAGE 19 EXHIBIT E2 PARCEL# TITLE AREA APN 22218-5 1,288 SQ. FT. 118-270-038 I NIi J PARCEL ° PARCr L 1 PARCEL 2 j 118-270-042 I 118-270-034 I C2 S08° 03'59 W (R) D S T. J N08°03'59"E (R) j 118-270-035 Cl PARCEL 3 I I / / kb rn j �� 1 1 p I 118-270-039 N I I v j I � P„M„ -� P,M,g, NO, 21690 1'13/ 91- 93 _1 tt1 C-.) tt 1 CO Q I v I LINE TABLE LIJ I BEARING DISTANCE Z 0O 1 — r PARCEL 5 L1 L2 N08°03'59"E N08°03'59"E 65.00' 82.16' - v I 1 i Z 144 CURVE TABLE �I I #2000-033061 O.R. DELTA RADIUS LENGTH j DOC. C1 C2 90°00'00" 90°00'00" 14.50' 14.50' 22.78' 22.78' w j 118-270-041 I Q, j !n PARCEL 6 j o 118-270-040 o 118-270-038 o z _ .. j j 1 S81°56'01"E 1 8.00' N82°02'33"W 644.64' a, :Co I 2�2 Z.1 8�- $� in 1 1 8-270-012 � M j inn POBj•'7 i , 508°03'59"W I 71.51' � � TRACT NO,, 21690 0 1�/l,r;� 1 '1/ =)2�73 .i\ j ~ ' I / j 137.00 / 18.I00' N82°03'18"W I FEET 0 40 80 160 240 NOTES LEGEND Coordinates and bearings ore on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing 2 2 2 1 8 - 5 TEMPORARY by 0.99997476 to obtain ground )Title to State CONSTRUCTION distances. All distances are in feet )�)( Access Prohibited EASEMENT unless otherwise noted. PREPARED BY: DATE:09-05-12 REV.: 12-10-12 EA: OF540 FAtt: PSOMAS Sfe. 200 DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 3 lutfon Cenfre Drive, (714)751r-73734715)545588e3 (Fox) 8 R I V 91 5.5 1 1 EXHIBIT A7PAGE 20 38 I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 I PS OMAS EXHIBIT Tr LEGAL DESCRIPTION Caltrans Parcel No. 22218-6 Building Demolition Easement APN 118-270-034 & 035 Those portions of Parcels 2 and 3 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of said Parcel 2; thence South 81 °57'20" East 288.27 feet along the northerly line of said parcel to a point thereon; thence South 72°26'28" West 100.51 feet to the True Point of Beginning; thence South 72°26'28" West 117.88 feet; thence South 73°45'06" West 159.62 feet to a point on the southerly line of said Parcel 2; thence South 81 °56'01" East 251.74 feet along a portion of said southerly line and the prolongation of said portion of said southerly line; thence North 08°03'59" East 116.70 feet to the True Point of Beginning. Containing 14,474 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `F2' attached hereto and made a part hereof. P 12PTG0105011SURVEYILL•'GALS\22218_APN_118-270-035_036_038_039_042\Lega1s122218-6-BDF, doe 12/10/2012 Page 1 of EXHIBIT PPAGE 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PSOMAS Prepared under the direction of Brian E. Bullock, PLS 5260 Date /2-10 -/Z P.12PTGO10501,SURVEYILEGALS122218_APN_118-270-035 036_038_039_04211 ega1s122218-6-13DE.doc 12110/2012 Page 2 or2 EXHIBIT APPAGE 22 EXHIBIT F2 PARCEL# TITLE AREA APN 2221 8-6 BOE 14,474 SO. FT. 118-270-034 & 035 C1 PARCEL 118-270-042 PARCEL l7 —1 11.1 U D_ PARCEL J P,M,g, 118-270-023 POB PARCEL 2 51 / 62- 63 118-270-024 307.25' 81 °57'20"E 288.27' S81°56'01"E 251.74' 118-270-035 DOC. #2000-033061 O.R. PAM, NO, 21690 P,m,a, 143/ 91--93 1187270-036 I' L1 L2 Q Q M- v O NO M CO O in LINE TABLE BEARING DISTANCE L1 508°07'46"W 53.36' L2 581°52'14"E 10.00' L3 572°26'28"W 100.51' CURVE TABLE DELTA RADIUS LENGTH C1 27°43'49" 150.00' 72.60' C2 27°41'53" 150.00' 72.51' FEET 0 40 80 160 240 118 270-003 118-270-016 NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. C POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Rodiol Bearing Title to State Access Prohibited 2221 S-6 BUILDING DFMOLITION EASEMENT PREPARED BY: P SOMA S 3 'lutton Cenire Drive Ste. 200 Sonic Ana, California 92707 (714)751-7373/(714)545-8683 tiaXl DATE:09-05-2012 REV.:2; 12-10-2012 EA: OF540 FAQ: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 RIV 91 5.5 1 1 EXHIBIT Al, PAGE 23 42 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 PS OMAS EXHIBIT `G1' LEGAL DESCRIPTION Caltrans Parcel No. 22218-7 Building Access Easement APN 118-270-034 & 035 Those portions of Parcels 2 and 3 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of said Parcel 2; thence along the northerly line of said Parcel 2 and the general easterly lines of said Parcels 2 and 3 the following four (4) courses: 1) South 81 °57'20" East 307.25 feet to the northeasterly corner of said Parcel 2; 2) South 08°07'46" West 53.36 feet; 3) South 81°52'14" East 10.00 feet; and 4) South 08°07'46" West 106.87 feet to a point thereon; thence North 81 °54'03" West 97.18 feet to a corner of a commercial building, said corner being the True Point of Beginning; thence South 08°09'05" West 10.00 feet along the general easterly face of said building to a point thereon; thence North 81°54'03" West 180.99 feet to a point on the general westerly face of said building; thence North 08°11'21" East 10.00 feet along said general westerly face to a corner of said building; thence South 81 °54'03" East 180.98 feet along the northerly face of said building to the True Point of Beginning. Containing 1,810 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. 31 See Exhibit `G2' attached hereto and made a part hereof. Pa2PTG0105011SURVEYILEGALS122213_APN_118-270-035 036.038_039_042lLcgals%22218-7-F1AF doc 12/10/2012 Page 1 of EXHIBIT kPAGE 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2G 27 28 29 30 31 PS OMAS Prepared under the direction of Brian E. Bullock, PLS 5260 Date 1z-�a-i2 P UPTG010501'6URVGY\1J:GALS\22218_APN_118-270-035_036_038_039_04211.ega1022218-7-RAF.doc 12/10/2012 Page 2 of 2 EXHIBIT A4PAGE 25 EXHIBIT G2 PARCEL# TITLE AREA A P N Cl 2221 8- 7 C2 PARCEL J 118-270-042 PARCEL Lid —1 ca t� EL, P, NO, 21690 P143/ 91- 93 I PARCEL, 4 BAE PARCEL 1 P,M,g, 118-270-023 POB o 1 1 ' 2, 10 0' 118-270-035 1810 SO FT 118-270-034 PARCEL 51 / 62- 63 J 118-270-024 ,-- 307.25' S81 °57'20"E 288.27 I S08° 09'05"W 1 10.00' 1 §0.99' N81 54'03"W I DOC.:#2000-033061 I I r 118-270-036 O.R. 035 L1 S08°07 L2 LINE TABLE BEARING DISTANCE L1 508°07'46"W 53.36' L2 581°52'14"E 10.00' CURVE TABLE DELTA RADIUS LENGTH Cl 27°43'49" 150.00' 72.60' C2 27°41'53" 150.00' 72.51' I FEET 0 40 80 160 240 118-270-003 0 ti e� NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing ore grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. POB TPOB (R) C ) Indicates Point Of Beginning indicates True Point Of Beginning Indicates Radial Bearing Title to State (( ( Access Prohibited 22218-7 BUILDING ACCESS EASEMENT PREPARED BY: P SOMA S 3 Pvtton Centre Drive, Ste. 200 Soria Ana, California 92707 (714WA -73734 714)545-8883 Fax; DATE:12-10-2012 REV.: EA: OF540 FAu: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R1V 91 5.5 1 1 EXHIBIT kPAGE 26 46 Corona Towne Center 118-270-034, 035, 036, 038, 039, 042 FEE 114,644 SF TCE (TEMPORARY CONSTRUCTION) 7,839 SF BDE (BUI LDI NG DEMOLI TI ON 14,474 SF BAE (BUI LDI NG ACCESS) 1,810 SF 48 LAW OFFICES RICHARD C- GREENBERG JOHN D. WHITCOMBE: DERRICK K. TAKEUCHI MICHAEL J. GIBSON LEONARD GRAYVER SAMANTHA F. LAMBERG MICHAEL 1 WEINBERGER JOEL L. BENAV1DES AARON M. LAVINE GREENBERG, WHITCOMBE, TAKEUCHI, GIBSON & GRAYVER, LLP 21515 HAWTHORNE BOULEVARD, SUITE 450 TORRANCEJune 16, 2014, CALIFORNIA 90503-6531 (310)540-2000 FAX (310) 540-6609 • (310) 316-0505 E-MAIL. GWTLLP@GWTLLP.COM MICHAEL E. ADLER' PATRICIA M. BAKST' 'OF COUNSEL :Also Member of District of Columbia Bar SENDERS E-MAIL June 17, 2014 OUR FILE BY U.S. MAIL AND E-MAIL Mark A Easter, Esq. 3390 University Avenue, 5`h Floor Riverside, CA 92501 Mark Lancaster, Right of Way Manager Riverside County Transportation Commission P.O. Box 12008 Riverside, CA 92502-2208 Re: Corona Towne Center Gentlemen: Cardenas Markets has proposed to the RCTC a reconfiguration of Corona Towne Center (the "Center") to accommodate a redesign and relocation of its market, so that it faces northward from the south-easterly quadrant of the Center. I am told by its counsel Mike Leifer that the RCTC has declined to consider that proposal because of its belief that our client Hunt Enterprises, Inc., fee owner of the Center, does not support that reconfiguration. As I hope I made clear during the hearing of June 11, 2014, relocation of the Cardenas store as proposed is a necessary element to preserving the Center in its after condition. It will position the store properly, and open the parking currently behind the store that is of no utility in the present configuration. As I have also previously advised the RCTC in correspondence, and on June 11, the other necessary element to retaining a viable center is removal of the shops (with partial relocation) in the southwest portion of the Center, to enable enhanced ingress, egress and circulation, and, we would anticipate; additional ingress from Lincoln Avenue. 49 LAW OFFICES GREENBERG, WHITCOMBE, TAKEUCHI, GIBSON & GRAYVER, LLP Mark A Easter, Esq. Mark Lancaster June 17, 2014 Page 2 Our client would certainly be open to a resolution that resolves both issues, with appropriate mitigation and compensation. We look forward to working with Cardenas Markets and the RCTC to that end. I would be pleased to discuss the matter further with you. cc: Mike Leifer, Esq. Janet Parks Very truly yours(, —0../64- ichard C. Greenberg, For the firm 50 LAW OFFICES RICHARD C. GREENBERG JOHN D. WHITCOMBEI DERRICK K. TAKEUCHI MICHAEL 1. GIBSON LEONARD GRAYVER SAMANTHA F. LAMBERG MICHAEL J. WEINBERGER JOEL L. BENAVIDES AARON M. LAVINE GREENBERG, WHITCOMBE, TAKEUCHI, GIBSON & GRAYVER, LLP 21515 HAWTHORNE BOULEVARD, SUITE 450 TORRANCEJune 16, 2014, CALIFORNIA 90503-6531 (310) 540-2000 FAX (310) 540-6609 (310) 316-0505 E-MAIL: GWTLLP®GWTLLP.COM MICHAEL E. ADLER* PATRICIA M. BAKST* *OF COUNSEL $Also Member of District of Columbia Bar SENDERS E-MAIL June 18, 2014 BY US MAIL AND EMAIL Ms. Janet Parks Real Estate Consultant Riverside County Transportation Commission 2280 Market Street, Suite 200 Riverside, CA 92501 Re: Corona Town Center Dear Janet: Enclosed you will find the following: OUR FILE 1. Completed Cost Reimbursement Application; 2. An abbreviated Appraisal by Buss-Shelger Associates, captioned "Preliminary Analyses Partial Taking Impact Corona Towne Center (the "Appraisal"); 3. Buss-Shelger Invoice for $4850; and 4. A copy of Ron Buss' curriculum vitae. Our office paid the $4,850 invoice, and invoiced our client for the cost advance. Payment pursuant to the cost reimbursement application should be made by instrument payable to the order of Hunt Enterprises, Inc. We do have an earlier, more comprehensive appraisal by Ron Buss, payment for which is not included in this invoice or a matter for the attention of the RCTC. However, in view of the fact that our primary concern is severance damage, pursuant to my discussions with you last month, I asked Ron for an updated and simplified appraisal that would highlight our severance position to share with you and your appraiser. If you feel that discussions might be productive, we would be willing to meet with Ron and your appraiser. Although severance damage to the remainder is by several orders of magnitude our principal difference, we would be prepared to address any other valuation issues that you believe are material. I will be out of town from June 29 through July 9. In view of your time constraints, and my schedule, if we are going to meet it would be best if we could meet before then. 51 LAW OFFICES GREENBERG, WHITCOMBE, TAKEUCHI, GIBSON & GRAYVER, LLP Ms. Janet Parks June 18, 2014 Page 2 Let me know if you need anything further, or have any questions. Very truly yours, Richard C. Greenberg For the firm RCG:nm Enclosures cc: Mark A. Easter (w/ encls.) Mark Lancaster (w/ encls.) Mike Leifer (w/ encls.) PRELIMINARY ANALYSES PARTIAL TAKING IMPACT CORONA TOWNE CENTER 53 54 BUSS-SHELGER ASSOCIATES Real Estate Consultants May 19, 2014 Greenberg, Whitcombe & Takeuchi, LLP 21215 Hawthorne Boulevard, Suite 450 Torrance, California 90503 Attention: Mr. Richard C. Greenberg Attorney -at -Law Reference: Corona Towne Center Update of Integra Appraisal (11/29/2013) Partial Taking Evaluation Freeway Signage Allowance Our File No. 4592A-14 Gentlemen: 865 S. Figueroa Street, Suite 3338 Los Angeles, California 90017 Telephone: (213) 388-7272 Facsimile: (213) 388-5276 E-Mail: bussshelger@pacbell.net In connection with the proposed partial taking of Corona Towne Center, additional market information regarding capitalization rates and other residual considerations are provided in response to the appraisal report (November 19, 2013) completed by Integra Realty Resources ("Appraisal"). The data assembled has been summarized in the following letter and applied with our observations and suggestions to the income prospects for the Center in an "after condition." The results of our evaluation is recapped below, specifics included herein. Before Condition Evaluation $24,775,000 After Condition Evaluation 9,725,000 Partial Taking/Permanent Severance Damage Impact $15,050,000 Additionally, it is unknown whether the sign and signage rights will be replaced in an equally effective location as presently exists in the "after condition", therefore the value of the signage site is also being addressed in this study; it may not be a consideration if properly positioned. Freeway Signage $1,500,000 Excluded from the above are pending severance damages associated with the temporary construction period, as well as damages associated with capital requirements to revamp the entryways, interior parking and traffic corridors, external protection or relocation for the on -site electrical substation, landscaping, etc. Respectfully submitted, BUSS-SHELGER ASSOCIATES Ronald L. Buss j 9.:E.::::•:2:41'1= — .....1,......e rir=r,_....,,,,:z2_. ,a2,. sahtmacco7iiiiiapta - J"vi'a......"..- 3AUDVOU d 1 - t 20 x vi -..v '3AV N700N17 'S tOC 118114)Gf ai3IN bi157.1311d 15.42 133/4S 91= Nd9 IL • :15M3 0 Before Condition Analysis Current Property Composition Land Area: Rentable Area: 139,003 square feet (eight buildings) 18.40 acres (eight Assessor's parcels) Base Rent: Lessee Identity ANCHORS Cardenas Fallas Parades Dollar Tree SHOP SPACE 25 Tenants Vacant Space: Portion of Center Proposed Take Remainder Total Center Leased Rent Sq. Ft. /Sq. Ft. 46,432 23,672 9,000 $ 7.91 $ 6.00 $10.00 Lease Expiration 1/31/15 1/31/15 3/31/21 41,241 $22.43 Varies Square Feet % of Leased Vacant Total 36,605 102,398 139,003 15,455 3,203 18,658 42.2% 3.13% 13.4% Parking: 436 spaces or 3.14 stalls/1,000 rentable sq. ft. Comments: Renewal Options 2-10 Year 3-5 Year 2-5 Year The impact of the proposed taking is clearly evident as the ownership is not able to release space in Building A/B/F as the leases expire due to the pending eminent domain action. Your attention is directed to the facing diagram of the existing center, specifically the two arrows indicating the direct signalized ingress and egress to Lincoln Avenue, a major arterial corridor in Corona. Capitalization Rate As shown on the next page, recent (2013/2014) transfers involving large retail centers with multiple anchor tenants indicate expected returns by investors ranging predominately from 6.9% to 7.7% with one exception at 6.4%. The lower capitalization rate evident in Sale No. 3 is due to the unique dual anchor center with no smaller retail units; there are also three independently owned pad sites that feature a gas station, bank and office. Both national credit tenants in this center have long term leases with multiple options to extend and fixed rental increases; these investment attributes are reflected in the lower capitalization rate of 6.4%. As previously mentioned the bulk of the acquisitions form a general yield rate range from 7.0% to 7.5%, with a definite downtrend evident; the three most recent being 7.0%, 7.0% and 6.9% respectively. ,Try, - • 1�: 1 to z 1174 "*r= �fi ids LO .' wls Lx W & r: r I 41'LI ,Irf ,Lo N A'JFh.ien E. +n+r4 .10 ��I a,yPi t 5 3f1N3/9:8 N 100Nn it '1 a&TJ 4.1. 16* t r�F, e, f "f •VitIA r i� r 44 9 r,t., ,. a 18 V2 away i Sale No. Date Subject Current 1 6/13 2 6/13 3 8/13 4 8/13 5 12/13 Center Identity Property Address Corona Towne Center 261-301 S. Lincoln Avenue, Corona Michael's Plaza 10321-10357 Magnolia Ave. Riverside The Pavilion at Redlands 2054-2094 W. Redlands Blvd., Redlands Food 4 Less Center 555 West 2nd Street San Bernardino Murrieta Plaza 40388-40484 Murrieta Hot Springs Road, Murrieta Canyon Crossings 2550-2585 Canyon Springs & 6141-6225 Valley Springs Parkways, Riverside 6 Vernola Marketplace 1/14 6205-6477 Pats Ranch Road, Mira Loma 7 Towngate Center 3/14 12625 Fredrick Street Moreno Valley Rentable Sq. Ft. Occupancy 139,003 87% 62,834 97% 94,494 99% 83,760 100% 141,122 95% 295,949 93% 210,963 84% 285,770 91% Notable Anchors Cardenas Fallas Parades Dollar Tree Michael's David's Bridal Food 4 Less WalMart Anna's Linens Food 4 Less Ross Dress 4 Less 24 Hour Fitness Dick's Sporting Goods Walgreens Toys R Us Staples Howard's Appliances Party City Ross Dress 4 Less Bed Bath & Beyond Michaels Petco TJ Maxx Home Goods Ross Dress 4 Less Regency Theater Dollar Tree Planet Fitness Sale Price Price/Sq.Ft. Cap Rate $15,000,000 $239 7.7% $17,709,000 $187 7.5% $12,000,000 $143 6.4% $39,000,000 $276 7.5% $61,250,000 $204 7.0% $49,000,000 $232 7.0% $41,071,000 $147 6.9% It should be noted that all of the centers are larger in size at 60,000 square feet plus with a minimum of two anchor tenants; all are well occupied, all are situated within the competitive Inland Empire region. 59 - 3 - Capitalization Analysis In the Before Condition, the subject is a well occupied center with three anchors. Based on the market information, a capitalization rate between 7.0% and 7.5% is considered reasonable; we have adopted 7.25%. This figure has been applied to the net income used in the Integra Realty Appraisal. Effective Gross Income $2,706,222 Less Expenses 909,237 Net Operating Income $1,796,985 Capitalized Value: $1,796,985 = 7.25% $24,786,000 Rounded $24,775,000 After Condition Analysis Background By virtue of the "Taking", the aggregate footage in the "Remainder Parcel" will in theory be reduced to 102,398 square feet, the smaller Dollar Tree anchor being displaced. Parking will be reduced from 436 to 298 spaces; effectively the center will lose 26.3% of its leasable footage, 31.7% of its parking capacity. Of the remaining parking space, 83 stalls are situated to the rear of Buildings D and G; effectively employee parking (see facing diagram). Restated, the quantity of rear building stalls increases from 19.0% of the current total to 27.9% after the Partial Taking. Of equal importance to an evaluation of the Center after the Taking is the prospects for ingress and egress. It is proposed to provide a "curb cut" at the northeast corner of the property off new 2nd Street, there is minimal value to the routing as this secondary routing carries a limited amount of traffic. It is also proposed to provide a signalized point of access at the southwest entry (see double "blue" arrows on aerial photograph facing page 6) as an offset to its current signalized intersection which feature direct access to the Center's customer parking lot. It is envisioned that a single entry lane be installed, plus two exit lanes for both left and right turn vehicles. The practical impact of this concept are two -fold: • Lane stacking will occur for vehicles exiting the center along an elongated internal corridor, and • The fire department effectively will require 12-foot lanes, the three proposed lanes which aggregate 36 feet in width which will eliminate the drive -up parking for the tenants now in Building C. The latter issue exists under any scenario as the "Take" alignment at the northerly end of Building C would create a "bottleneck" under the best of circumstance. The net impact of the proposed new signalized access point is to eliminate Building C entirely, in part to create additional parking for the remaining center due to the imbalance of spaces pointed out previously. 60 - 4 - Capitalization Rate The previous assemblage of shopping center yield rates concluded with a capitalization rate of 7.25% for the subject center due to variety of reasons: • Three anchor tenants; and • Relatively modest market rent increase in 2015 Cardenas Market extension option (2/1/15), as well as a similarly modest rent increase for the Fallas Parades space in August of 2015. Excluding the ingress/egress issue which effectively will require demolition of Building C; the two biggest issues impacting the sustainability of the Center in an "After Condition" are the two anchor tenants cited below, but for different reasons. • Cardenas Markets has not exercised their option to extend, the current term expiring in January of 2015. The lessee had anticipated some level of compensation from RCTC due to the impacts on the Center and their business prospects, lessee remains uncommitted at present. • Fallas Parades is committed only through January 2015; Article XIX - Section 19.02 of their lease allows for the termination of their contract obligation in the event 30% or more of the Center is eliminated as a result of Eminent Domain action. Including Building C, the Center would be reduced by 53,981 square feet, or 38.9% of its present size. Even if their first 5-year renewal option is exercised effective January 2015, the lessee can still vacate at a later point in time if the Center is underperforming. For the purpose of this evaluation, and recognizing the inherent risk of the Center's financial stability and survival, a capitalization rate of 7.75% has been adopted. Capitalization Analysis In the interest of simplicity, our gross revenue estimates assume Cardenas and Fallas will remain in the Center at their 2015 option rents, the actual rents for Building D have also been adopted; Building C to be razed to allow for access and parking needs. Agreement exists with Integra Realty as to operating expenses at $6.54 per square foot, as well as a 7.0% vacancy and collection loss reserve. Gross Revenue Projection: Cardenas — 46,432 Sq. Ft. @ $8.705/sq. ft. $ 404,196 Fallas — 23,672 Sq. Ft. @ $6.60/sq. ft. 171,859 Building D — 14,918 Sq. Ft. @ $18.58/sq. ft. 277,236 Expense Reimbursements — 85,022 Sq. Ft. @ $6.54/sq. ft. 556,044 Total Revenue Potential $1,409,335 Less Vacancy & Collection Reserve (7.0%) 98,655 Effective Gross Revenue $1,310,680 Less Operation Expenses ($6.54/sq. ft.) 556,045 Net Income To Ownership $ 754,635 61 - 5 - Capitalized Value: $754,635 - 7.75% $9,737,225 Rounded $9,725,000 Recapitulation Part Taken The results of our capitalization analyses in a `Before" and "After" condition are recapped below; the value contribution of the freeway signage positioned on a separate property will be addressed subsequently. Before Condition $24,775,000 After Condition 9,725,000 Part Taken/Permanent Severance Damages $15,050,000 Severance Damages The measure of permanent severance damages has been largely accounted for in the removal of Building C from the Remainder Property due to the access related impairments. The balance of the interim severance damages remain to be determined, principally the capital outlay to reconfigure the parking and interior access corridors to conform with the new property boundaries, the relocation of the electrical substation which powers the Center, and the loss of revenue due to the prolonged (two plus years) of the future "Taking" impacts with tenants reluctant to extend occupancy due to the Center's uncertain level of success over time. An additional impact that has not been addressed is the Center's financial performance during construction. Freeway Signage Evaluation Background In October of 1986, a Grant of Easements and Agreement was executed with the previous owners of Corona Towne Center to allow a pylon sign to be placed and maintained adjacent the 91 Freeway per recorded Instrument No. 245689. The adjacent 3.58 acres on the north, fronting the freeway, was an auto sales outlet. Identified on Exhibit C of the Agreement, the owner of the subject center, at its sole expense, is to maintain the Sign Tower Easement and any improvements erected thereon in good condition and repair. In December of 2011, the Riverside County Transportation department acquired the entire holding on the north, the sign will have to be razed as part of the freeway expansion with the revamped off and on ramp system planned. The sign is a focal point of advertising for the subject center in tandem with Lincoln Avenue off ramp access; restated, the signage is a major component to Corona Town Center's exposure to the daily freeway commuters; it is highlighted on an aerial photograph by the "white" arrow. 62 - 6 - Market Information The value is in the permitted situs for the sign tower, the worth of the improvements is a minor component. Accordingly, freeway frontage ground leased sites have been assemble and related to the subject location, the current net income capitalized at 7.0% to arrive at the value of the underlying sign site location. The two value indicators have been contrasted with a current leased site in west Los Angeles to ascertain value differences between freeway frontage and major commercial street exposure. FREEWAY FRONTAGE: • Artesia (91) Freeway @ Avalon Boulevard Lease Term: January 2003 — 25 years Current Rent: $69,000 per year Adjustments: Fixed monetary increase every 5 years Expenses: Totally net to landlord Land Value: $1,000,000 • San Diego (405) Freeway @ Avalon Boulevard Lease Term: August 2005 — 15 years Current Rent: $125,250 per year Adjustments: Annual 3.0% index Expenses: Totally net to landlord Land Value: $1,800,000 NON -FREEWAY FRONTAGE: • West 3`d Street, Lease Term: Current Rent: Adjustments: Expenses: Land Value: East of La Cienega Avenue July 2008 — 9 years $65,400 per year Fixed annual increases Totally net to landlord $925,000 Signage Right Evaluation There is a value spread between freeway versus non -freeway situs. Permitted land parcel command a premium that does not relate to prevailing land values in the immediate district. The principal difference in land values shown above for the two freeway oriented comparables is the average daily freeway traffic volume at each location; these have been compared to the subject site. Signage Location • Artesia (91) Freeway @ Avalon Boulevard • San Diego (405) Freeway @ Avalon Boulevard • Subject Riverside (91) Freeway @ Lincoln Avenue Average Daily Traffic Volume 195,000 261,999 255,000 Land Value $1,000,000 $1,800,000 Clearly the subject location matches more closely with the latter benchmark; we have adopted $1.5 million in this study. Freeway Signage $1,500,000 63 - 7 - 64 VP 1 i! 'ALMA ALIN' 66 ANGELO J. PALMIERI (1928-1998) ROBERT F. WALDRON (1927.1998) ALAN H. WIENER• MICHAEL J. GREENE• DENNIS W GHAN• DAVID D. PARR* CHARLES H. KANTER• PATRICK A. HENNESSEY DON FISHER GREGORY N. WEILER WARREN A. WILLIAMS JOHN R. LISTER MICHAEL H LEIFER SCOTT R. CARPENTER RICHARD A 6ALUS NORMAN J. RODICH RONALD M. COLE MICHAEL L. D'ANGELO STEPHEN A. SCHECK DONNA L. SNOW W W W PALMIERI, TYE' WIENER. WILHELM &WALDRON RYAN M. EASTER ELISE M KERN MELISA R. PEREZ MICHAEL I. KEHOE CHADWICK C. BUNCH ANISH J. BANKER RYAN M. PRAGER BLAINE M. SEARLE ERIN BALSARA NADERI CANDICE L. LEE ERICA M SOROSKY MICHAEL P. BURNS JOSHUA J. MARX ERIN K. OYAMA STEVEN R. GUESS KATHERINE M. HARRISON BRIAN GLICKLIN MICHAEL C. CHO, OF COUNSEL ROBERT C. IHRKE. OF COUNSEL JAMES E. WILHELM, OF COUNSEL DENNIS G. TYLER•, RETIRED •A PROFESSIONAL CORPORATION VIA E-MAIL & U.S. MAIL 2603 MAIN STREET EAST TOWER — SUITE 1300 IRVINE, CALIFORNIA 92614-4281 (949)851-9400 www.ptwww.com Mark Easter Best, Best & Krieger 3390 University Ave., 5th Floor PO Box 1028 Riverside, CA 92502 June 23, 2014 P.O. BOX 19712 IRVINE, CA 92623 9712 WRITER'S DIRECT DIAL NUMBER (949)851.7294 WRITER'S DIRECT FACSIMILE NUMBER (949)825-5412 FIRM'S DIRECT FACSIMILE NUMBERS (949) 851.1554 (949)757-1225 mlei/er@ptwww.com REFER TO FILE NO. 36964.000 Re: Riverside County Transportation Commission - Cardenas Market and Corona Towne Center Dear Mark: On June 20, 2014 I sent you an email asking for you to call me to discuss the RCTC's proposed acquisition. In response, you sent me an email claiming that from your perspective, the property owner and Cardenas' concerns regarding reconfiguration and the taking were "compensation" issues and that they do not need to be resolved before the next Resolution of Necessity hearing. We strongly disagree. It was obvious from the public hearing on June 11, 2014, that the RCTC Commissioners were directing staff to work with Cardenas and the property owner to seek a solution. 1254253.1 67 PALMIERI, TYLER. WIENER, WILHELM &WALDRON � Mark Easter June 23, 2014 Page 2 At the public hearing, RCTC staff represented to the Commissioners that they would do so. So far, staff has not made any attempt to work with us. On June 13, 2014, my office sent a message to you and Mark Lancaster stating that we would like to hear back concerning Cardenas' proposed alternative design. In response, you emailed asking clarification of which proposed alternative design I was referring to. On June 16, 2014, my associate, Erin Naderi, responded to you advising that the alternative design submitted in the Cardenas objection letter to the June 11th hearing was the same alternative design submitted over a year ago to the City of Corona and RCTC's acquisition agent, OPC. On Monday, June 16th, I had a telephone conversation with you regarding this matter. You did not say that the issue did not need to be dealt with or discussed before the Resolution of Necessity hearing. Rather, then, you claimed that RCTC was stymied, felt its hands were tied, and did not know what to do because the property owner was not supporting the Cardenas' plan for reconfiguration. I promptly disagreed with you and advised you that RCTC staff was trying to set up an excuse for not acting and not considering the reconfiguration. On Tuesday, June 17th, the property owner's attorney, Richard Greenberg, cleared up RCTC staffs feigned confusion and again clarified that the property owner did support the Cardenas' plan for reconfiguration. I again reached out to you on June 20th, and now the story has changed. From staff, addressing these issues should be postponed until sometime in the hazy future. 1254253.1 68 PALMILRI. TYLER. WIENER. WILHELM CXWALDRO . Mark Easter June 23, 2014 Page 3 Staff has done the opposite of what it was directed to do by the RCTC Commissioners. It has done the opposite of what it told its Commissioners it would do. It is evading. It is feigning confusion and it is refusing to address the RCTC project, impacts and reconfiguration. Staffs conduct is causing even greater impact on Cardenas Markets. MHL:mp cc: Clients Richard Greenberg, Esq. (via e-mail) Mark Lancaster (via e-mail) 11'4253.1 69 70 Indian Wells (760) 568-2611 Irvine (949) 263-2600 Los Angeles (213) 617-8100 Ontario (909) 989-8584 Mark A. Easter (951)826-8237 mark.easter@bbklaw.com BEST BEST & KRIEGER ATTORNEYS AT LAW 3390 University Avenue, 5th Floor, P.O. Box 1028, Riverside, CA 92502 Phone: (951) 686-1450 I Fax: (951) 686-3083 I www.bbklaw.com June 24, 2014 VIA E-MAIL - MLEIFER@PTWWW.COM Michael H. Leifer Palmieri, Tyler, Weiner, Wilhelm & Waldron LLP 2603 Main Street East Tower - Suite 1300 Irvine, CA 92614 Sacramento (916) 325-4000 San Diego (619) 525-1300 Walnut Creek (925) 977-3300 Washington, DC (202) 785-0600 Re: Riverside County Transportation Commission - Cardenas Market and Corona Towne Center Dear Mr. Leifer: I am in receipt of your letter dated June 23, 2014. The manner in which Corona Towne Center elects to reconfigure its remainder property, in order to mitigate what it believes are the severance damages to the Corona Towne Center that will be caused by RCTC's SR-91 Project, is indeed a severance damages issue, as it does not pertain to the findings of need and necessity that the Commission must make in order to adopt a Resolution of Necessity at the Commission meeting in July. I am sorry that you do not agree with our position, but that is your prerogative. The rest of your letter appears to be bent on trying to create a paper trail so that you can "tell on" RCTC staff at the next Commission meeting and accuse RCTC staff of "avoiding" meeting with the property owners, or even "faking" it. To set the record straight, your office chose to wait until the evening before the last Resolution of Necessity hearing to submit objections to the adoption of the Resolution, along with a reconfiguration or mitigation plan that you never previously provided to our office. After the Resolution of Necessity hearing on June 11th, Mr. Lancaster met with Corona Towne Center and its legal counsel at the County Administration Building. You were also present. At the time, it was entirely unclear if the Corona Towne Center was in support of Cardenas' mitigation plan. In fact, the Corona Towne Center representatives expressed their view that they were more concerned with the fate of the smaller tenants at the shopping center than they were Cardenas Market. As a result, when we had our telephone conversation on June 16, 2014, I explained to you that I was not sure what you expected RCTC to do, because 1) it remained unclear whether the Corona Towne Center group was in support of your plan; 2) the plan has not been approved by 17336.02100\8919762.1 71 BEST BEST & KRIEGER ATTORNEYS AT LAW Michael Leiffer June 24, 2014 ' Page 2 r� the City of Corona; and 3) it came unaccompanied by any appraisal analysis. You responded that you understood, and you further acknowledged that the only purpose of your inquiry on the previous Friday (rune 13th) was to "get our attention". You said nothing about my confusion being feigned. Since that time, Mr. Greenberg's office has confirmed that Corona Towne Center is in support of your client's proposed mitigation plan. Your letter now accuses RCTC staff of "evading and feigning confusion," but what are you specifically asking RCTC to do? RCTC is not the entity that would approve the plan. If you are alluding to who would be paying for what under your client's proposed plan, then those are, in fact, just compensation issues that are not going to be resolved before the next hearing, and RCTC is under no formal or informal obligation to resolve them before the next hearing. For the record, there is nothing RCTC is doing (or is failing to do) that is preventing Corona Towne Center and Cardenas Market from going forward with the proposed mitigation plan. Meanwhile, your ongoing objections and resistance to RCTC adopting a Resolution of Necessity is creating MORE uncertainty and confusion about the timing of construction and the need for implementing any mitigation plan. In that regard, it would seem to us that the greatest impact on Cardenas Market is currently being caused by your law firm. MAE:mvv 17336.0210018919762.1 Very truly yours, c� Mark A. Easter of BEST BEST & KRIEGER LLP 72 ATTACHMENT 2 RESOLUTION NO. 14-028 RESOLUTION OF NECESSITY FOR THE ACQUISITION OF FEE AND TEMPORARY CONSTRUCTION EASEMENT INTERESTS IN PORTIONS OF CERTAIN REAL PROPERTY, BY EMINENT DOMAIN, MORE PARTICULARLY DESCRIBED AS ASSESSOR PARCEL NO. 102-270-011, LOCATED IN CORONA, RIVERSIDE COUNTY, CALIFORNIA, FOR THE STATE ROUTE 91 CORRIDOR IMPROVEMENT PROJECT, WHICH COVERS THE AREA BETWEEN PIERCE STREET ON THE EAST TO THE COUNTY LINE ON THE WEST, IN RIVERSIDE COUNTY, CALIFORNIA WHEREAS, the Riverside County Transportation Commission (the "Commission") proposes to acquire fee and temporary construction easement interests in portions of certain real property, located in Riverside County, California, more particularly described as Assessor Parcel No. 102-270-011 (CPNs 22165-1 and 22165-2), for the State Route 91 Corridor Improvement Project in Riverside County, California, pursuant to the authority granted to it by section 130220.5 of the California Public Utilities Code; and WHEREAS, pursuant to section 1245.235 of the California Code of Civil Procedure, the Commission scheduled a public hearing for Wednesday, September 10, 2014 at 9:30 a.m., at the County Administration Building, Board of Supervisors Chambers, at 4080 Lemon Street, Riverside, California, and gave to each person whose property is to be acquired and whose name and address appeared on the last equalized county assessment roll, notice and a reasonable opportunity to appear at said hearing and be heard on the matters referred to in section 1240.030 of the California Code of Civil Procedure; and WHEREAS, said hearing has been held by the Commission, and the affected property owners and other interested parties were afforded an opportunity to be heard on said matters; and WHEREAS, the Commission may now adopt a Resolution of Necessity pursuant to section 1240.040 of the California Code of Civil Procedure; NOW, THEREFORE, THE COMMISSION DOES HEREBY RESOLVE AND DECLARE AS FOLLOWS: Section 1. Compliance with California Code of Civil Procedure. There has been compliance by the Commission with the requirements of section 1245.235 of the California Code of Civil Procedure regarding notice and hearing. Section 2. Public Use. The public use for the fee and temporary construction easement interests in portions of the property to be acquired is for the SR-91 Corridor Improvement Project in Riverside County, California. Section 130220.5 of the California Public Utilities Code authorizes the Commission to acquire, by eminent domain, property necessary for such purposes. 73 Section 3. Description of Property. Attached and marked as Exhibit "A" are the legal definitions, legal descriptions and plat maps of the fee and temporary construction easement interests to be acquired by the Commission that describe the general location and extent of the property with sufficient detail for reasonable identification. Section 4. Findings. The Commission hereby finds and determines each of the following: (a) The public interest and necessity require the proposed project; (b) The proposed project is planned or located in the manner that will be most compatible with the greatest public good and least private injury; (c) The property defined, described and/or depicted in Exhibit "A" is necessary for the proposed project; and (d) The offer required by section 7267.2 of the California Government Code was made. Section 5. Use Not Unreasonably Interfering with Existing Public Use. Some or all of the real property affected by the interests to be acquired is subject to easements and rights of way appropriated to existing public uses. The legal descriptions of these easements and rights of way are on file with the Commission and describe the general location and extent of the easements and rights of way with sufficient detail for reasonable identification. In the event the herein described use or uses will not unreasonably interfere with or impair the continuance of the public use as it now exists or may reasonably be expected to exist in the future, counsel for the Commission is authorized to acquire the herein described interests subject to such existing public use(s) pursuant to section 1240.510 of the California Code of Civil Procedure. Section 6. More Necessary Public Use. Some or all of the real property affected by the interests to be acquired is subject to easements and rights of way appropriated to existing public uses. To the extent that the herein described use or uses will unreasonably interfere with or impair the continuance of the public use as it now exists or may reasonably be expected to exist in the future, the Commission finds and determines that the herein described use or uses are more necessary than said existing public use. Counsel for the Commission is authorized to acquire the herein described real property appropriated to such existing public uses pursuant to section 1240.610 of the California Code of Civil Procedure. Staff is further authorized to make such improvements to the affected real property that it determines are reasonably necessary to mitigate any adverse impact upon the existing public use. Section 7. Further Activities. Counsel for the Commission is hereby authorized to acquire the hereinabove described real property in the name of and on behalf of the Commission by eminent domain, and counsel is authorized to institute and prosecute such legal proceedings as may 74 be required in connection therewith. Legal counsel is further authorized to take such steps as may be authorized and required by law, and to make such security deposits as may be required by order of court, to permit the Commission to take possession of and use said real property at the earliest possible time. Counsel is further authorized to correct any errors or to make or agree to non- material changes in the legal description of the real property that are deemed necessary for the conduct of the condemnation action, or other proceedings or transactions required to acquire the subject real property. Counsel is further authorized to reduce or modify the extent of the interests or property to be acquired so as to reduce the compensation payable in the action where such change would not substantially impair the construction and operation for the project for which the real property is being acquired. Section 8. Effective Date. This Resolution shall take effect upon adoption. APPROVED AND ADOPTED this 10th day of September, 2014. Marion Ashley, Chair Riverside County Transportation Commission ATTEST: Jennifer Harmon, Clerk of the Board Riverside County Transportation Commission 75 76 Legal Definitions of Property to be Acquired The following is a list of definitions of legal rights to be acquired by Riverside County Transportation Commission. (The rights being acquired may be exercised mutually exclusive of each other.) "Fee," also known as fee simple or fee simple absolute, grants to RCTC absolute ownership of the portion of the property acquired. "Temporary Construction Easement (TCE)" refers to the right of RCTC, its successors and assigns, to engage in construction and related activities for the project. Such right shall be exercised for a period of six (6) consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. 17336.02100\9125481.1 77 EXHIBIT A, PAGE 1 78 PS OMAS EXHIBIT `Al' LEGAL DESCRIPTION Caltrans Parcel No. 22165-1 Fee Acquisition APN 102-270-011 In the City of Corona, County of Riverside, State of California, being a portion of Parcel 1 as shown on Parcel Map No. 19394 filed in Book 117, Pages 100 and 101 of Parcel Maps, Riverside County Records, being two (2) parcels described as follows: Parcel No. 1 Beginning at the most westerly corner of Parcel 1 of said parcel map; thence North 09°26'15" East 3.50 feet along the westerly line thereof to a point thereon; thence South 80°33'41" East 40.10 feet; thence South 09°26'19" West 3.50 feet to a point on the southerly line of said Parcel 1; thence North 80°33'41" West 40.10 feet along said southerly line to the Point of Beginning. Containing 140 square feet. Parcel No. 2 Beginning at the most westerly corner of Parcel 1 of said parcel map; thence South 80°33'41" East 60.10 feet along the southerly line of said Parcel 1 to a point thereon, said point being the True Point of Beginning; thence North 09°26'19" East 3.50 feet; thence South 80°33'41" East 83.55 feet; thence North 54°33' 18" East 8.07 feet to a point on the general easterly line of said Parcel 1, said point also being the beginning of a non -tangent curve concave northwesterly having a radius of 13.00 feet, to which point a radial line bears South 63°31'36" East; thence southwesterly along said general easterly line and said curve 16.56 feet through a central angle of 72°57'55" to a point on the southerly line MA2PTG010501\ SURVEY \LEGALS\22165_APN_102-270-011\Legals\22165-1-Fee.docx Page 1 of 1/13/2014 79 EXHIBIT A, PAGE 2 PS OMAS of said Parcel 1; thence North 80°33'41" West 76.84 feet along said southerly line to the Point of Beginning. Containing 298 square feet This conveyance was made for the purpose of freeway and the Grantor hereby releases and relinquishes to the Grantee any and all abutter's rights or access, appurtenant to Grantor's remaining property, in and to said freeway. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `A2' attached hereto and made a part hereof. Prepared under the direction of Brian E. Bullock, PLS 5260 Date -/3-1� MA2PTG010501\SURVEY\LEGALS\22165_APN_102-270-011\Legals\22165-1-Fee.docx Page 2 of 2 1/13/2014 80 EXHIBIT A, PAGE 3 EXHIBIT A2 PARCEL# TITLE GRANTOR AREA APN 22165-1 PCL 1 FEE PLATINUM OIL COMPANY 140 SQ.FT. 102-270-011 22165-1 PCL 2 FEE PLATINUM OIL COMPANY 298 SQ.FT. 102-270-011 6 225 4 FREEWAY 3 9� RIVERSIDE - ROUTE 102-270-005 S80°41 '20"E 1 02-270-002 1 0.96' N�go 40'23"E � �\ 2,--1 f> ] q6°97 SAC, l > 102-270-003 `��� 0, �\�J�W PARCEL 1 �,, � �I \(:) in . P.M. 1 1 7 ---;� . c1v o /1 00-1 01 ro' f. N PARCEL N0. 1 1 � 0 221 65-1 cl, Q ° PARCEL NO. 201 2�o_ppgZ 102- _ 22165-1 � w` ""--"ice'—� SIXTH STRE - POB � �80°33,41 Ji 136.94 W_ ET PARCEL NO. 1 & � PARCEL N- . 2-- R=1 3.00' A=90° 1 2'21 " SEE SHEET 2 T OP B- L=20.47' PARCEL NO. 2 -_� FOR DETAIL LEGEND Lij POB Indicates Point Of Beginning W Z TPOB Indicates True Point Of Beginning (i)1 Q (R) Indicates Radial Bearing g. � CD I ( ) Title to State 1 1 1 1 1 Access Prohibited NOTES Coordinates and bearings are on 2 2 1 6 5- 1 CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide FEE ACQUISITION by 0.99997476 to obtain ground distances. All distances are in feet ' unless otherwise noted. FEET 0 40 80 160 240 PREPARED BY: DATE:08-17-12 REV.1: 01-08-14 EA: OF540 FA#: PSOMAS DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 3 Hutton Centre Drive, Ste. 200 Santo (714)751n California 7373/(714)545-88B3 (Fax) 8 R I V 81 91 4.3 1 2 EXHIBIT A2 PARCEL# TITLE GRANTOR AREA APN 22165-1 PCL 1 FEE PLATINUM OIL COMPANY 140 SQ.FT. 102-270-011 22165-1 PCL 2 FEE PLATINUM OIL COMPANY 298 SQ.FT. 102-270-011 tr) ' I 1 o I I I C) o I 1 1 I 1 NO 0p I I O (11 ) N I I N- N a- PARCEL 1 ' ' `n 1.co C) l P.M. 1 1 7/1 00-1 01 i i o —,,� 1 I o - , 1 1 w I 1 0 , a- �) I 1 � O I I -CO N , O Lo I 1 Ln i N o o I II in O N z S09°26 19"W PARCEL No. 1 N09°26'19"E i i on N 3050,— 3.50' 1 1 0 �__ 0 221 65-1 PARCEL NO. 2 ; i 3.50' S80°33 41"E amm40.10' 7- 1111110111. 40. _ \ 1 11 — 22165-1 _1 1 N54°33,----_ I _ 818 'E S63°31'36"E(R) 10,� a S8 ° 07 S8 0 33' i R=1 3.00' 0 33 41 E 60, 41 E 83.55, li‘ N80° 10 76og4, Ll 0=72°57'5511 r L=1 6.56 POB 3 41"W 13694,1111._ PARCEL NO° 1 & R=13.00' PARCEL NO. 2 TPOB 0=90°12'21" PARCEL NO. 2 L=20.47' w° SIXTH STREET o Io LEGEND Q ct POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing CL CO ( ) Title to State II I I I Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 FEE ACQUISITION 6 5- 1 distances. All distances are in feet unless otherwise noted. Ii i i ' FEET 0 15 30 60 90 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santo (714)751Ana, 7373/(714)545-8883 (Fax) DATE:08-17-12 REV.1: 01-08-14 EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 82 91 4.3 2 2 3 PS OMAS EXHIBIT 931' LEGAL DESCRIPTION Caltrans Parcel No. 22165-2 Temporary Construction Easement APN 102-270-011 In the City of Corona, County of Riverside, State of California, being a portion of Parcel 1 as shown on Parcel Map No. 19394 filed in Book 117, Pages 100 and 101 of Parcel Maps, Riverside County Records, described as follows: Beginning at the most westerly corner of said Parcel 1; thence North 09°26'15" East 3.50 feet along the westerly line to the True Point of Beginning; thence continuing North 09°26'15" East 5.69 feet along said westerly line; thence South 80°33'41" East 149.37 feet to the easterly line of said Parcel 1; thence South 54'33'18" West 8.07 feet; thence North 80°33'41" West 83.55 feet; thence South 09°26'19" West 3.50 feet to the southerly line of said Parcel 1; thence North 80°33'41" West 20.00 feet along said southerly line; thence North 09°26' 19" East 3.50 feet; thence North 80°33'41" West 40.10 feet to the True Point of Beginning. Containing 904 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit 132' attached hereto and made a part hereof. M:12PTG0105011SURVEYTEGALS122i65_APN_102-270-0111Legals122165-2-TCE.docx Page 1 of 2/28/2014 83 EXHIBIT A, PAGE 6 PSOMAS Prepared under the direction of 2 • Z e • 2014- Jeremy L. Evans, PLS 5282 Date MA2PTG01050] SURVEYTEGAL5122165 APN_102-270-0111Legals122165-2-TCE.doex Page 2 of 2/28/2014 84 EXHIBIT A, PAGE 7 EXHIBIT B2 PARCEL# TITLE GRANTOR AREA A P N 22165-2 TCE PLATINUM OIL COMPANY 904 SOFT. 102-270-011 DE FREEWAY � a 9� RIVERS 6 ROTE 225 4 3 102-270-005 r% ! l., A 11 r �SkCJ>\� \J�3l S80°41'20"E >>�J \\ 10.96 102-270-002 �� ���, �y� <�� i \ --) ���\ N79° 40,23,,E '� 14 6.9- 'r PARCEL 1 o 102-270-003 P.M. NO. 19394 J: o P.M.B. 117 -.xi • o ry /1 00-1 01 ' ' o cV to Q ' � � ° ° N co O oo4z � 22165-2) uo �- PROPOSED — ��� \ A 02_210 ���— R/W TPOB .' \ ~�J / �18 0 ° 4" SD(T -OB H S rREE ~136 941 'W— 4 R =1 3.0 0 r SEE SHEET 2 0=90°12'21" EXISTING R/W L-20.47' FOR DETAIL "A„ LEGEND L, POB Indicates Point Of Beginning W TPOB Indicates True Point Of Beginning (i")�Q (R) Indicates Radial Bearing �f ( ) Title to State Ill II Access Prohibited f1 NOTES 2 2 1 6 5- 2 Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances, Divide TEMPORARY CONSTRUCTION EASEMENT by 0.99997476 to obtain ground ' distances. All distances are in feet unless otherwise noted. FEET 0 40 80 160 240 PREPARED BY: DATE:08-17-12 REV.2: 02-28-14 EA: OF540 FA#: PSOMAS DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 3 Hutton Centre Drive, Ste. 200 Sonto (714)75n T373/(714)545-HU (Fax) 8 R I V Q 91 4. 3 1 2 EXHIBIT A, PAGE 8 EXHIBIT B2 PARCEL# TITLE GRANTOR AREA APN 22165-2 TCE PLATINUM OIL COMPANY 904 SOFT. 102-270-011 r J LINE TABLE o L1-509°26'1 9"W 3.50' il r f .) a N oL2-N80° 33'41 "W 20.00 r f O! ON ii f o L3-N09°26'19HE 3.50' r r raj 7 v � L4-N09°26'15"E 5.69' ' r o (,I ONa L5-554°33'18"W 8.07' r' r` 7 cu f 1 co �)j ' 'r r O w PARCEL 1 rr )r Cl L1, _� P.M. NO. 19394 rr ,' o ro a- to P.M.B. 117 r r = co ni � � O o /1 00-1 01 r rr � N � • rn • i (Y) O O O r N 4-1 Ro 7 0. 00 � ' 26" o �4 S800, , 22165-2) r'i=3.g1 3 O 41 r� - ,' r - r r TPOB �r, r �4g�37'J r J 3.50' Ns033,41"w ` L3 L1 POB 40. 1 a L2 Naa°33' L5 41 W N80°33'41"w 83e35, � j ° , S63 31 36"E(R) W. ix r„, ,y S1"REET 136.94, PROP=90° osE w DETAIL "A" R=1 3.00' 1 2'21 " L=20.47 �xrs r jNa O tLJJ LEGEND Q 7 POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) indicates Radial Bearing Q.. LD { )Title to State I i I i I Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 TEMPORARY CONSTRUCTION 6 5- 2 EASEMENT distances. All distances are in feet unless otherwise noted. ' FEET 0 150 60 90 PREPARED BY: PSOMAS 3 Hutton Centre Drive, ste. 200 Sonic , California (714)751Ana 7373/(719)54592707 8883 (Fax) DATE:08-17-12 REV.2: 02-28-14 EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V Rh 91 4.3 2 2 EXHIBIT A PAGE 9 Platinum Oil Company 102-270-011 FEE 438 SF TCE (TEMPORARY CONSTRUCT! ON) 904 SF 87 ATTACHMENT 3 RESOLUTION NO. 14-029 RESOLUTION OF NECESSITY FOR THE ACQUISITION OF PERMANENT WALL FOOTING EASEMENT AND TEMPORARY CONSTUCTION EASEMENT INTERESTS IN PORTIONS OF CERTAIN REAL PROPERTY, BY EMINENT DOMAIN, MORE PARTICULARLY DESCRIBED AS ASSESSOR PARCEL NO. 118-171-040, LOCATED IN CORONA, RIVERSIDE COUNTY, CALIFORNIA, FOR THE STATE ROUTE 91 CORRIDOR IMPROVEMENT PROJECT, WHICH COVERS THE AREA BETWEEN PIERCE STREET ON THE EAST TO THE COUNTY LINE ON THE WEST, IN RIVERSIDE COUNTY, CALIFORNIA WHEREAS, the Riverside County Transportation Commission (the "Commission") proposes to acquire permanent wall footing easement and temporary construction easement interests in portions of certain real property, located in Riverside County, California, more particularly described as Assessor Parcel No. 118-171-040 (CPNs 22188-1 and 22188-2) for the State Route 91 Corridor Improvement Project in Riverside County, California, pursuant to the authority granted to it by section 130220.5 of the California Public Utilities Code; and WHEREAS, pursuant to section 1245.235 of the California Code of Civil Procedure, the Commission scheduled a public hearing for Wednesday, September 10, 2014 at 9:30 a.m., at the County Administration Building, Board of Supervisors Chambers, at 4080 Lemon Street, Riverside, California, and gave to each person whose property is to be acquired and whose name and address appeared on the last equalized county assessment roll, notice and a reasonable opportunity to appear at said hearing and be heard on the matters referred to in section 1240.030 of the California Code of Civil Procedure; and WHEREAS, said hearing has been held by the Commission, and the affected property owner and other interested parties were afforded an opportunity to be heard on said matters; and WHEREAS, the Commission may now adopt a Resolution of Necessity pursuant to section 1240.040 of the California Code of Civil Procedure; NOW, THEREFORE, THE COMMISSION DOES HEREBY RESOLVE AND DECLARE AS FOLLOWS: Section 1. Compliance with California Code of Civil Procedure. There has been compliance by the Commission with the requirements of section 1245.235 of the California Code of Civil Procedure regarding notice and hearing. Section 2. Public Use. The public use for permanent wall footing easement and temporary construction easement interests in portions of certain real property to be acquired is for the SR-91 Corridor Improvement Project in Riverside County, California. Section 130220.5 of the California Public Utilities Code authorizes the Commission to acquire, by eminent domain, property necessary for such purposes. 88 Section 3. Description of Property. Attached and marked as Exhibit "A" are the legal definitions, legal descriptions and plat maps of the portions of the parcel upon which the permanent wall footing easement and temporary construction easement interests to be acquired by the Commission are located, and which describe the general location and extent of the property with sufficient detail for reasonable identification. Section 4. Findings. The Commission hereby finds and determines each of the following: (a) The public interest and necessity require the proposed project; (b) The proposed project is planned or located in the manner that will be most compatible with the greatest public good and least private injury; (c) The property defined, described and/or depicted in Exhibit "A" is necessary for the proposed project; and (d) The offer required by section 7267.2 of the California Government Code was made. Section 5. Use Not Unreasonably Interfering with Existing Public Use. Some or all of the real property affected by the interests to be acquired is subject to easements and rights of way appropriated to existing public uses. The legal descriptions of these easements and rights of way are on file with the Commission and describe the general location and extent of the easements and rights of way with sufficient detail for reasonable identification. In the event the herein described use or uses will not unreasonably interfere with or impair the continuance of the public use as it now exists or may reasonably be expected to exist in the future, counsel for the Commission is authorized to acquire the herein described interests subject to such existing public use(s) pursuant to section 1240.510 of the California Code of Civil Procedure. Section 6. More Necessary Public Use. Some or all of the real property affected by the interests to be acquired is subject to easements and rights of way appropriated to existing public uses. To the extent that the herein described use or uses will unreasonably interfere with or impair the continuance of the public use as it now exists or may reasonably be expected to exist in the future, the Commission finds and determines that the herein described use or uses are more necessary than said existing public use. Counsel for the Commission is authorized to acquire the herein described real property appropriated to such existing public uses pursuant to section 1240.610 of the California Code of Civil Procedure. Staff is further authorized to make such improvements to the affected real property that it determines are reasonably necessary to mitigate any adverse impact upon the existing public use. Section 7. Further Activities. Counsel for the Commission is hereby authorized to acquire the hereinabove described real property in the name of and on behalf of the Commission by 89 eminent domain, and counsel is authorized to institute and prosecute such legal proceedings as may be required in connection therewith. Legal counsel is further authorized to take such steps as may be authorized and required by law, and to make such security deposits as may be required by order of court, to permit the Commission to take possession of and use said real property at the earliest possible time. Counsel is further authorized to correct any errors or to make or agree to non- material changes in the legal description of the real property that are deemed necessary for the conduct of the condemnation action, or other proceedings or transactions required to acquire the subject real property. Counsel is further authorized to reduce or modify the extent of the interests or property to be acquired so as to reduce the compensation payable in the action where such change would not substantially impair the construction and operation for the project for which the real property is being acquired. Section 8. Effective Date. This Resolution shall take effect upon adoption. APPROVED AND ADOPTED this 10th day of September, 2014. Marion Ashley, Chair Riverside County Transportation Commission ATTEST: Jennifer Harmon, Clerk of the Board Riverside County Transportation Commission 90 91 Legal Definitions of Property to be Acquired The following is a list of definitions of legal rights to be acquired by Riverside County Transportation Commission: "Permanent Wall Footing Easement" grants to RCTC, including its successors and assigns, a permanent easement to construct, maintain, operate repair, alter, replace, and remove footings, under, along and across the easement area. "Temporary Construction Easement (TCE)" refers to the right of RCTC, its successors and assigns, to engage in construction and related activities for the project. Such right shall be exercised for a period of 12 consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. 17336.02100\8415488.1 92 EXHIBIT A, PAGE 1 93 PS OMAS EXHIBIT `Al' LEGAL DESCRIPTION Caltrans Parcel No. 22188-1 Permanent Wall Footing Easement APN 118-171-040 In the City of Corona, County of Riverside, State of California, being a portion of Sofia Lane ("C" Street, Lots "D" and "L") as shown on the map of Tract No. 2687, filed in Book 48, Pages 65 and 66 of Maps, in the office of the County Recorder of said county, said portion of Sofia Lane having been vacated by Resolution No. 97-43 of The City of Corona recorded June 24, 1997 as Document No. 222392 of Official Records of said County, described as follows: Beginning at the northwesterly corner of said Tract No. 2687; thence South 81 °54'57" East 172.94 feet along the northerly line of said Tract No. 2687 to the intersection of said northerly line with the northerly prolongation of the centerline of Magdalena Circle (Grant Avenue, Lot "C") as shown on said Tract No. 2687; thence South 08°17'36" West 4.42 feet along said prolongation; thence North 81°25'05" West 172.92 feet to the westerly line of said Tract No. 2687; thence North 07°58'00" East 2.91 feet along said westerly line to the Point of Beginning. Containing 634 square feet. See Exhibit `A2' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. M:12PTG0105011S URVEYILEGALS122188-22i90_APN_118-171-025,026,039,&0401Leeals122188-1-PE. doc 3/12/2014 Page 1 of 2 94 EXHIBIT A, PAGE 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 P5 oMAS Prepared under the direction of L�� 3•I1 Jeremy L. Evans, PLS 5282 Date MA2PTG0105011SURVEYILEGALS122188-22190_APN_118-171-025,026,039,&0401Legals122188-1-PE, doe 3/3/2014 Page 2 of 2 95 EXHIBIT A, PAGE 3 EXHIBIT A2 PARCEL# TITLE AREA APN 221 88-1 ESMT 634 SOFT. 1 1 8-1 71 -040 ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 ROUTE 91 RIVERSIDE FREEWAY FOR DETAIL 1 1 1 l C/L STATIONING 1 4 1 7 8 9 1 1 280 1 2 3 4 C221 88— 1 EXISTING R/W PROPOSED R/W POB S81 °54'57"E 360.80' �— .. S79°02'59"E 31 1 .39' - - - - t i-1-t '- 1-1 -F 1-1-1 I - \ - - - - �„�,� 5 rREE rJ _0 1 I 1 1 _____ag__ .. SOFIA LANE_ /�j--- -- �_ �— 1 I ITT 7 1 \$.` 1 11a 17r-o4o �- 1 r �' I - �"� I I __ V/ ------4--_ .� y - - 0 1 1 1i 118-171-039 0 1 118-171-026 � 118-171-025 1 1 11 I i ~ 1 C 4ZrW 1-1 1 -1 1 118-17]-038 1-I 118-171-027 1- � � � I� � lb 118 171-024 r-) = 1 0I ,U �� 1 Et �I 1 D _1 Lii I-1 rr7 m O 09 1 �11 �U �I�I LD O 0 1 L11 718-171-042 -. 1 g 1118-171-037 118-171-028 I L 118 171-023 p srzi 60 1,1�11 l r— I -1 b l I 0 1 --1 1 LOT 10 1 co 1 Q ,- O I �I _' 11�1 rDp 1Q z Ir� 1 011 in 118-171-036 LR1d1 �� �' s -I " 1 O °� ^1N1 t�')'i N 1 118 171-043 �11 Cc L 118-171-022 O 1 I a, t ai 1 1 1 18-1 71-029 0 1 � 'n - - I - I I - - i �� ..`11 i -a V 1 I _ 1\•.\0 '`1 N81°56`00"1W - - - ! �'1 ``l St'G� 1 18-1 71-035 - '7\1I 60' fr, 1 18-1 71-044 1 � � 1 18-1 71-030 j 20.00' DOCo N0. �11� 2010— 0043661 q11 O.Ro; 1118-171-021 z I I 1 I nl = 1118-17]-045 ��I "C .1) Tv) -1 o 0) o � 1118-171-034 - 11- 118-] i vQ 1,_ 1 1- 118-171--031 -,I � I o 71-020 0 0 LEGEND l -Ii a 0 POB Indicates Point Of Beginning LOT I 't , o0 T1B I f ci 118-171-019 o =- TPOB Indicates True Point Of Beginning , 171-032 1 v) -- (R) Indicates Radial Bearing ( ) Title to State J_J_J-L Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 PERMANENT WALL. 1 8 8- 1 FOOTING EASEMENT distances. All distances are in feet unless otherwise noted. I �� sommummomummou FEET 0 50 100 200 300 PREPARED BY: PSOMAS 3 Mutton Centre Drive, Ste. 200Santo (714)481Ana, B053/(714)545-8E83 (Fax) DATE: 01-21-13 REV.:2; 02-25-14 EA: OF540 FM*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS p I� T�! R 1 Y % 91 5, 3 1 2 EXHIBIT A PAGE 4 EXHIBIT A2 PARCEL# TITLE AREA APN 221 88-1 ESMT 634 SOFT, 1 1 8-1 71 -040 DETAIL "A" 'i ROUTE 91 RIVERSIDE FREEWAY EXISTING R/W (221 B8-1 POB y�S81°54`57"E 360.80' � 1 72,94' — - - ° � -- -� 6� N81 25'05"W 1 72.92' M N I� N J �' I ("C" STREET) SOFIA LANE o � o V� 0 W I I I I I _ _ — - , \ r: i CO 1 18-1 71-040 / o I. ti [ w I I I I 20' W co _ O 0I S Z 'II 0 °R° OOA30i 0__ I 0 --I U Qa ? I0 N0° �11,Vo � 00C° - , �1jCc � O ' c" r.D Q d ZE 1 18— 7 71 —041 2.3 i 30' o >�05 I I i 1 I ti 0 LEGENDc'j POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( )Title to State I I I I Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 PERMANENT WALL 1 8 8- 1 FOOTING EASEMENT distances. All distances in feet are unless otherwise noted. FEET 0 15 30 60 90 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santo 2707 (714)48 Ana, 8053/I(7o14)545g88B3 (Fax) DATE: 01-21-13 REV.:2; 02-25-14 EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 92 91 5,3 2 2 EXHIBIT A PAGE 5 PS OMAS EXHIBIT `131' LEGAL DESCRIPTION Caltrans Parcel No. 22188-2 Temporary Construction Easement APN 118-171-040 In the City of Corona, County of Riverside, State of California, being a portion of Tract 2687, as said tract is shown on that map, filed in Book 48 of Maps, Pages 65 and 66, in the office of the County Recorder of said county, described as follows: Beginning at the northwesterly corner of said tract; thence South 07°58'00" West 1.60 feet along the westerly line of said tract to a point thereon, said point being the True Point of Beginning; thence South 81°25'05" East 172.93 feet to a point on the northerly prolongation of the centerline of Grant Avenue, also known as Magdalena Circle, as shown on said map; thence South 08°17'36" West 56.50 feet along said centerline and its northerly prolongation to a point on said centerline; thence North 81 °25'05" West 27.78 feet; thence North 33°28'29" West 26.94 feet; thence North 81°25'05" West 127.00 feet to a point on said westerly line; thence North 07°58'00" East 36.50 feet along said westerly line to the True Point of Beginning. Containing 7,043 square feet. See Exhibit `132' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. PA2PTG010501\SURVEY\LEGALS\22188-22190_APN_I18-171-025,026,039,&040\Legals\22188-2-TCE.doc 1/21/2013 Page 1 of 2 98 EXHIBIT A, PAGE 6 PS OMAS Prepared under the direction of l 2/--I3 Brian E. Bullock, PLS 5260 Date PA\2PTG010501\SURVEY\LEGALS\22188-221 90_APN_118-171-025,026,039,&040\Legals\22188-2-TCE.doc 1/21/2013 Page 2 of 2 99 EXHIBIT A, PAGE 7 EXHIBIT B2 PARCEL# TITLE AREA APN 221 88-2 TCE 7043 SQ.FT. 1 1 8-1 71 -040 .i, ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 ROUTE 91 RIVERSIDE FREEWAY FOR DETAIL / C/L STATIONING I 1 1 I 1 1 1 1 7 8 9 280 1 2 3 4 EXISTING R/W �22188- ) PROPOSED R/W POB S81 °54'57"E 360.80' . - S79°02159"E 311 .39' — _ _ - TPOB - - _ - I "C" -- ... 1 I1-_ STREET _ _\\ I (A.K.A. SOFIA LANE) --- -�r /-_� I l 118-171-040 '� y -- /- r NI co• --- I�------ -� - m�------�I—� 1 118-171-039 8 118-171-026 q 118-171-025 1 I —1 I —1 ^ ?-� " Q i j —1 • c Q z �1 I NI ti 14.1 Q �� � w' _^ 1 1 18-1 71 -041 QWWII ,- YQU J JI 1 18-1 71 -038 1 1 18- 1 71-027 1 R z Q b 1 18-1 71-024 p 00 1 D 1 —1 Q ri L) _l 1 O -1 ; J_i J M co O^ I -i --- Q UI LT Q m if) O in W, nl -IUI Q W, 1 1 18-1 1 18-1 71-037 118-171-028 1 1_ 118-171-023 O o —1 71-042 1- 1 6 0 ;, I --1 I J n- r 1` J Q 0 1--)1 LOT 10 1 p 1^ O 1 1 1 1 1 Q 1 _j , 1 Q, O a0 Z I `Q I` 1 , S c) r.-,r W Q 1 o 1 118-171-036 m1 ! ` — 1 Y `' N' co ^ NI 1 �\11, -1 ,. 1 1 118-171-043 1 118-171-022 O 1 �I 1 o 1 �Ir31 pi 118-171-029 q1 Q Q oin -- 1 -1 11 11 U 1 W ��� \�J' S \ 1 16, ro N81 ° 56'00W --- 1 t`l �S 118-171-035 -IC311 ,l1 60 1 118-171-044 j Q 118-171-030 20.00' DOC° NO. 1- 2010- 91 0043661 ai O.R.i -1 118-171-021 ,z 1118-1 71-045 �11 1 O o 4 1 18-1 71-034 \2 11 118-171-031 1_1 (i 1 0 118-171-02001 o LEGEND _II _II 1 0 POB Indicates Point Of Beginning 9 9 I LOT 14 1 co 00 1 1 1 18- 1 71-019 O -- TPOB Indicates True Point Of Beginning 1 118-171-032 1 _1 v) ^ (R) Indicates Radial Bearing ( )Title to State II 1 1 Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing ore grid distances. Divide by 0.99997476 to obtain ground 2 2 1 TEMPORARY CONSTRUCTION 8 8- 2 EASEMENT distances. All distances are in feet unless otherwise noted. FEET 0 50 100 200 300 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santa (714)481Ana, 8053/(714)545-8883 (Fax) DATE: 01-21-13 REV.: EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 1 nn 91 5.3 1 2 EXHIBIT A, PAGE 8 EXHIBIT B2 PARCEL# TITLE AREA APN 221 88-2 TCE 7043 SQ.FT. 1 1 8-1 71 -040 ROUTE 91 RIVERSIDE FREEWAY EXISTING R/W POB °54'57"E S81 360.80' S81 °25'05"E 1 72.93' —__-/77\ 0 0 TPOB C22188-2� (.O Ln 0 - - - -1-, l9 I .,, "C" STREET N81 °25'05"W C (A.K.A. SOFIA LANE) N33°28'29"W 1 27.00' \ \ 26.94' LO M or— � 'wo_ in CO cn o 7 CO coI 118-171-040 o w i I� 27.78' 20' N81 ° 25'05 W w r` 03 8 I I pp 1 o f Z i j \/ 36b� O .R ` L 2p1 �� �OA '2D -1I J U Y Q Q J I NO o ,r. -60 J., 00 Z �- QOC' -isal; �1sjo Q J 0 " ' ca Q o cz i Q 1 1 8- 1 71 -041 -3> 3 30' o I �� 1 ti LEGEND 0o POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( ) Title to State JJJ__L Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 1 2 2 1 TEMPORARY CONSTRUCTION 8 Q U- 2 EASEMENT distances. All distances are in feet unless otherwise noted. ' FEET 0 15 30 60 90 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santo (714)481Ana, 8053/(7114)545-8883 (Fax) DATE: 01-21-13 REV.: EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V i rn 91 5.3 2 2 EXHIBIT A, PAGE 9 -SR--91 W/ ATOLL bk SR-9-1 E/-B T-0L1,LAI- National Community Renaissance of California 118-171-040 1 PWFE (WALL FOOTI NG) 634 SF TCE (TEMPORARY CONSTRUCTION) 7,043 SF 102 ATTACHMENT 4 RESOLUTION NO. 14-030 RESOLUTION OF NECESSITY FOR THE ACQUISITION OF FEE, PERMANENT WALL FOOTING EASEMENT AND TEMPORARY CONSTUCTION EASEMENT INTERESTS IN PORTIONS OF CERTAIN REAL PROPERTY, BY EMINENT DOMAIN, MORE PARTICULARLY DESCRIBED AS ASSESSOR PARCEL NOS. 118-171-026 AND 118- 171-039, LOCATED IN CORONA, RIVERSIDE COUNTY, CALIFORNIA, FOR THE STATE ROUTE 91 CORRIDOR IMPROVEMENT PROJECT, WHICH COVERS THE AREA BETWEEN PIERCE STREET ON THE EAST TO THE COUNTY LINE ON THE WEST, IN RIVERSIDE COUNTY, CALIFORNIA WHEREAS, the Riverside County Transportation Commission (the "Commission") proposes to acquire fee, permanent wall footing easement and temporary construction easement interests in portions of certain real property, located in Riverside County, California, more particularly described as Assessor Parcel Nos. 118-171-026 and 118-171-039 (CPNs 22189-1, 22189-2 and 22189-3) for the State Route 91 Corridor Improvement Project in Riverside County, California, pursuant to the authority granted to it by section 130220.5 of the California Public Utilities Code; and WHEREAS, pursuant to section 1245.235 of the California Code of Civil Procedure, the Commission scheduled a public hearing for Wednesday, September 10, 2014 at 9:30 a.m., at the County Administration Building, Board of Supervisors Chambers, at 4080 Lemon Street, Riverside, California, and gave to each person whose property is to be acquired and whose name and address appeared on the last equalized county assessment roll, notice and a reasonable opportunity to appear at said hearing and be heard on the matters referred to in section 1240.030 of the California Code of Civil Procedure; and WHEREAS, said hearing has been held by the Commission, and the affected property owner and other interested parties were afforded an opportunity to be heard on said matters; and WHEREAS, the Commission may now adopt a Resolution of Necessity pursuant to section 1240.040 of the California Code of Civil Procedure; NOW, THEREFORE, THE COMMISSION DOES HEREBY RESOLVE AND DECLARE AS FOLLOWS: Section 1. Compliance with California Code of Civil Procedure. There has been compliance by the Commission with the requirements of section 1245.235 of the California Code of Civil Procedure regarding notice and hearing. Section 2. Public Use. The public use for fee, permanent wall footing easement and temporary construction easement interests in portions of certain real property to be acquired is for the SR-91 Corridor Improvement Project in Riverside County, California. Section 130220.5 of the California Public Utilities Code authorizes the Commission to acquire, by eminent domain, property necessary for such purposes. 103 Section 3. Description of Property. Attached and marked as Exhibit "A" are the legal definitions, legal descriptions and plat maps of the portions of the parcel upon which the fee, permanent wall footing easement and temporary construction easement interests to be acquired by the Commission are located, and which describe the general location and extent of the property with sufficient detail for reasonable identification. Section 4. Findings. The Commission hereby finds and determines each of the following: (a) The public interest and necessity require the proposed project; (b) The proposed project is planned or located in the manner that will be most compatible with the greatest public good and least private injury; (c) The property defined, described and/or depicted in Exhibit "A" is necessary for the proposed project; and (d) The offer required by section 7267.2 of the California Government Code was made. Section 5. Use Not Unreasonably Interfering with Existing Public Use. Some or all of the real property affected by the interests to be acquired is subject to easements and rights of way appropriated to existing public uses. The legal descriptions of these easements and rights of way are on file with the Commission and describe the general location and extent of the easements and rights of way with sufficient detail for reasonable identification. In the event the herein described use or uses will not unreasonably interfere with or impair the continuance of the public use as it now exists or may reasonably be expected to exist in the future, counsel for the Commission is authorized to acquire the herein described interests subject to such existing public use(s) pursuant to section 1240.510 of the California Code of Civil Procedure. Section 6. More Necessary Public Use. Some or all of the real property affected by the interests to be acquired is subject to easements and rights of way appropriated to existing public uses. To the extent that the herein described use or uses will unreasonably interfere with or impair the continuance of the public use as it now exists or may reasonably be expected to exist in the future, the Commission finds and determines that the herein described use or uses are more necessary than said existing public use. Counsel for the Commission is authorized to acquire the herein described real property appropriated to such existing public uses pursuant to section 1240.610 of the California Code of Civil Procedure. Staff is further authorized to make such improvements to the affected real property that it determines are reasonably necessary to mitigate any adverse impact upon the existing public use. Section 7. Further Activities. Counsel for the Commission is hereby authorized to acquire the hereinabove described real property in the name of and on behalf of the Commission by 104 eminent domain, and counsel is authorized to institute and prosecute such legal proceedings as may be required in connection therewith. Legal counsel is further authorized to take such steps as may be authorized and required by law, and to make such security deposits as may be required by order of court, to permit the Commission to take possession of and use said real property at the earliest possible time. Counsel is further authorized to correct any errors or to make or agree to non- material changes in the legal description of the real property that are deemed necessary for the conduct of the condemnation action, or other proceedings or transactions required to acquire the subject real property. Counsel is further authorized to reduce or modify the extent of the interests or property to be acquired so as to reduce the compensation payable in the action where such change would not substantially impair the construction and operation for the project for which the real property is being acquired. Section 8. Effective Date. This Resolution shall take effect upon adoption. APPROVED AND ADOPTED this 10th day of September, 2014. Marion Ashley, Chair Riverside County Transportation Commission ATTEST: Jennifer Harmon, Clerk of the Board Riverside County Transportation Commission 105 106 Legal Definitions of Property to be Acquired The following is a list of definitions of legal rights to be acquired by Riverside County Transportation Commission. (The rights being acquired may be exercised mutually exclusive of each other.) "Fee," also known as fee simple or fee simple absolute, grants to RCTC absolute ownership of the portion of the property acquired. "Permanent Wall Footing Easement" grants to ROTC, including its successors and assigns, a permanent easement to construct, maintain, operate repair, alter, replace and remove footings, under, along and across the easement area. "Temporary Construction Easement (TCE)" refers to the right of RCTC, its successors and assigns, to engage in construction and related activities for the project. Such right shall be exercised for a period of 12 consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. 17336.02100\8415483.1 107 EXHIBIT A, PAGE 1 108 PS OMAS EXHIBIT `Al' LEGAL DESCRIPTION Caltrans Parcel No. 22189-1 Fee Acquisition APN 118-171-026 & 039 In the City of Corona, County of Riverside, State of California, being a portion of Tract 2687, as said tract is shown on that map, filed in Book 48 of Maps, Pages 65 and 66, in the office of the County Recorder of said county, described as follows: Beginning at the northwesterly corner of said tract; thence South 81 °54'57" East 218.43 feet along the northerly line of said tract to a point thereon, said point being the True Point of Beginning; thence easterly, continuing along said northerly line the following two (2) courses: 1) South 81°54'57" East 142.37 feet and 2) South 79°02'59" East 141.47 feet to a point thereon, said point being the northerly terminus of the centerline of Garfield Avenue, also known as Isabella Way, as shown on said map; thence South 08°17'36" West 3.41 feet along said centerline to a point thereon; thence North 77°32'51" West 118.79 feet; thence North 81 °25'05" West 165.22 feet to the True Point of Beginning. Containing 325 square feet. See Exhibit `A2' attached hereto and made a part hereof. This conveyance is made for the purpose of a freeway and the Grantor hereby releases and relinquishes to the Grantee any and all abutter's rights or access, appurtenant to Grantor's remaining property, in and to said freeway. PA2PTG010501\SURVEY\LEGALS\22188-22190_APN_I 18-171-025,026,039,&040\Legals\22189-1-Fee.doe 1/21/2013 Pagel of 2 109 EXHIBIT A, PAGE 2 PS OMAS The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of /-2/-/3 Brian E. Bullock, PLS 5260 Date PA\2PTG010501 \SURVEY\LEGALS\22188-22190_APN_118-171-025,026,039,&040\Legals\22189-1-Fee.doc 1/21/2013 Page 2 of 2 110 EXHIBIT A, PAGE 3 EXHIBIT A2 PARCEL# TITLE AREA A P N 22189-1 FEE 325 SQ.FT. 118-171-026 & 039 ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 ROUTE 91 RIVERSIDE FREEWAY FOR DETAIL / C/L STATIONING I I I I I I I I 7 8 9 280 1 2 3 4 EXISTING R/W (221 89-1 PROPOSED R/W POB S81 °54'57"E 360.80' _ S79°02'59"E 31 1 .39' - 218.43' T�POB --� - - ( \•-1 - _ — _ t 1—I � i-I� 1-1 F-I -k o - — .sr-- I i - �C' STREET _ — (A.K.A. SOFIA LANE) -- �� l 1 1 \ I //---- —I I LrJr 1_�_=�---� -1--'1 1— 1 18-1 71 -039 1 18- 1 71-026 j 1 18-1 71 -025 1 Q 1 t l .q—r- Q IO —1 ° 1 z --`1 o Q 'sr w o 1 1 18-1 71-041 � Y Q V1 1 18-1 71 -038 1— 1 18- 1 71-027 o z Q 1 1 18-1 71-024 O^ L • 0 Ct 1 r) 1 1 -1 W J —t M o 1 Q U1 r 1 >- Q m to>.- - O Di —ILII Q Li1 In W1 1 18-1 71-042 1 18-1 71 -037 118-171-028 1_118-171-023 —1 o _l 1— 1 6Q � I —11 1 1 q r� ICI 1 J 0 1 --1I LO-r 10 1 p -i J Q^ OI 1 QI -1 -1 IQ1 6`OP Q O op Z s 1 1 1` I t -J W Q n1 118-171-036 mlNl L13�� c -1 Yi" N ° ^ ^ Ni 1A,�j' ^I 1 1 18-1 71-043 1 118- 1 71-022 1— 1 01 J of 1 118-171-029 of Q Q 9 � - - 1 -1 CIS 00 ' t C7 1 S _ � �� N81 ° 56100"IW --- ! � 1 ,11 118-171-035 —ICI N 1 60' —'1 ro 1118-171-044 Q 118-171-030 1 � 20.00 DOC. NO. 1i �- 2010- 91 0043661 bi O.R.i � 118-171-021 z 1 1 1 '�I Q 1 I N rn 1118-1 71-045 `� v 1 18-1 71-034 L 118-171-020 O o \�� 1 18- 1 71 -031 _ C� 0 LEGEND ?; of t 0 POB Indicates Point Of Beginning 1 LOT 14 1118-171-019 w o p TPOB Indicates True Point Of Beginning 1 118-171-032 1 cn ^ (R) Indicates Radial Bearing ( ) Title to State 1 1 1 1 Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 FEE ACQUISITION 8 9- 1 distances. All distances are in feet unless otherwise noted. ' i FEET 0 50 100 200 300 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200Santo (714)481Ana, 8053/(714)545-8883 (Fax) DATE: 01-21-13 REV.: EA: OF540 FA#: DISTRICT --- COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 111 91 5.3 1 2 EXHIBIT A, PAGE 4 EXHIBIT A2 PARCEL# TITLE AREA APN 22189-1 FEE 325 SQ.FT. 118-171-026 & 039 ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY / C/L STATIONING 9 280 1 2 LINE TABLE L1 - SO 8°17'36"W 3.41' EXISTING R/W POB TPOB (22189-1 PROPOSED R/W - S81 °54'57"E 360.80' - S79°02'59"E 31 1 .39' k_____ 218.43' - 142.37' 141.47' T— I `o 1 1 8.79' iVent _ 41C"T STREET N — — i A.K.A. SOFIA LANE)N77°32'51"WI- — — - ' LOT 21 --r— — : — — _ _---- � 4 in o � I� �q 1 1 — 1-1 1 18-1 71-1040 — -r 1� 1 1 18-1 71-026 l oT a eo 1 LOT 22 I 118-171-039 " I 1.-Li \ 1 — — 7-- , b I ,�J a- I Co W 0' �' LOT 9 1 o-r 23 Q Q --.1 1 18-1 71-038 , _ � o Lc)1 I 14.1 o 118-171-041 �V�, ��r ��I CJ 118-171-027 z Q oo iQ Z 1 1 cr n �• ' ! I G � U j , 1_OT 20 j - 1 I J Q -J \vf I 2 } I C� DOC . NO. 201 0— >-i 004 1-Li I 3661 O.R. o W W CO o ILD J J 1 18-1 71-042� 1 118-171-037 ... 1 18-1 71-028 Q N- ^ 11- QI ct l o �Q Q 01 r ao 1 1- 1 1 LOT 19 LOT 10 CD Q ^ I I 1 1 LEGEND I ; I I • IN 1 szE POB Indicates Point Of Beginning 118-171-0316 118-171-029 �- I' TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing LOT la 1 1 LOT 11 I-1 1-1 ( )Title to State J_J_L1_ Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 FEE ACQUISITION 1 8 9- 1 distances. All distances are in feet unless otherwise noted. I i I FEET 0 30 60 120 180 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santo California (714)481n 8053/(7114)54592707 8883 (Fax) DATE: 01-21-13 REV.: EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 1 7 91 5.3 2 2 EXHIBIT A, PAGE PS OMAS EXHIBIT `BF LEGAL DESCRIPTION Ca'trans Parcel No. 22189-2 Permanent Wall Footing Easement APN 118-171-026 & 039 In the City of Corona, County of Riverside, State of California, being a portion of Sofia Lane ("C" Street, Lot "D") as shown on the map of Tract No. 2687, filed in Book 48, Pages 65 and 66 of Maps, in the office of the County Recorder of said county, said portion of Sofia Lane having been vacated by Resolution No. 97-43 of The City of Corona recorded .tune 24, 1997 as Document No. 222392 of Official Records of said County, described as follows: Beginning at the northwesterly corner of said Tract No. 2687; thence South 81 °54'57" East 172.94 feet along the northerly line of said Tract No. 2687 to the intersection of said northerly line with the northerly prolongation of the centerline of Magdalena Circle (Grant Avenue) as shown on said Tract No. 2687, said intersection also being the True Point of Beginning; thence continuing South 81 °54'57" East 45.49 feet along said northerly line; thence South 81 °25'05" East 165.22 feet; thence South 77°32'51" East 118.79 feet to the centerline of Isabella Way (Garfield Avenue), as shown on said Tract No. 2687; thence South 08°17'36" West 3.51 feet along said centerline; thence North 77°32'51" West 72.88 feet; thence North 79°15'22" West 47.58 feet; thence North 81 °25'05" West 208.96 feet to said northerly prolongation of the centerline of Magdalena Circle; thence North 08°17'36" East 4.42 feet along said northerly prolongation to the True Point of Beginning. Containing 1,452 square feet. See Exhibit 132' attached hereto and made apart hereof. M:12PTG0105011SURVEYILEGALS122188-22190 APN_118-171-025,026,039,&04011,ega1s122189-2-PE.doe 3/12/2014 Page 1 of 2 113 EXHIBIT A, PAGE 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of rya 3 . r 1. 2 (4- Jeremy L. Evans, PLS 5282 Date N1:12 PTG 01050115URVEYILEGAL5122188-22190_APN_118-171-025,026,039,&0401Legals122189-2-PE.doe 3/3/2014 Page 2 of 2 114 EXHIBIT A, PAGE 7 EXHIBIT A2 PARC ELit TITLE AREA A P N 22189-2 ESMT 1452 SOFT. 118-171-026 & 039 ROUTE 91 RI VERSDE FREEWAY Y SEE SHEET 2 ROUTE 91 RIVERSIDE FREEWAY FOR DETAIL / C/L STATIONING I 1 1 1 1 1 I 1 7 8 9 280 1 2 3 4 EXISTING R/W (22189-2 PROP05ED R/W POB 581°54'57"E 360.80" �S79°02'59"E 311.39' 1 72.94' r TP ` ~� `_ _ - -'-("C" STREET) -� I SOFIA LANE ,------_____ LOT 7 1 1 118-171-040 `q �r _�'-+- ~ � --.-��,� CO — /"----_4._ V [� i- I I -� .�- - q 1 18- 1 71 -039 a 11 1 1 18-1 71-026 1 18-1 7P 025 1 z w 1 - -. u W , I? 1 cl' w 1 ]8-171-041 1 -t- 118-1 71-038 1 1 118-171-027 8 i Z - i 1 ]8-171-024 rroo O 1- _tI Qti p _Jr -t , m 00 }.- g 4 13' 1 >- 1 Q --J 1 1) }- - va- O i�t ^1LJ1 w � 1 18- 1 71 -092 € 1 18- 1 71 -037 118-171-028 ~) 1 UJ '� ]]8-171-023 o 60. 1 -J 1 1 °- -� F01-JI 1 OT 10 p W �I Q 01 i t _1 -11"1 r�JQ 1 �i 1 1 1 18-1 71-- 036 I C. 0, `' O co •- NI ,11 1 ^INI ��' ---. I N I I 1 18-1 71-043 ;, 1 1 -1°I 1 118-171-022 o I I I o 1 1 0 118-171-029 bI � q in 1 IA° ' -1 1 -1 1 (7 1 t~ i N81 ° 56'00"W _ _ _ _J -0 1 e' r 1 18-1 71-035 - 1 i`l 60' - in 1 18-1 71-044 I - 1 1(.1 1 18- 1 71-030 1 1- 20. 00' �DOC. NO �11 z 2010- g111 0043661 b1 O.R. 1118-171-021 f '� � 1 1 I 1 1 ,1 1118-1 71 045 Cr 1 -1 o "s .4, € P 18-1 71-034 -' 1 � 118-171-020 of �n 1� 1 -) 118--171-031 ;- ( j 1 n O LEGEND i-] _.1 1 O 1 _t 1 0 ti 1 1 ° POB Indicates Point Of Beginning ��r 1 , �0 118-171-032 1- I 118-171-019 p TPOB Indicates True Point Of Beginning 1 I 1 _1 cn (R) Indicates Radial Bearing ( ) Title to State 1 1 1 1 Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 PERMANENT WALL 1 8 9- 2 FOOTING EASEMENT distances. All distances are in feet unless otherwise noted. I I FEET 0 50 100 200 300 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santa (714)48 Ana, 8053/(7a19)545g 8883 (Fax) DATE: 01-21-13 REV.:2; 02-25-14 EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R IV 117, 91 5.3 1 2 EXHIBIT A PAGE 8 EXHIBIT B2 PARCEL# TITLE AREA APN 22189-2 ESMT 1452 SO FT. 118-171-026 & 039 ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY C/L STATIONING ` I I I � 9 280 1 2 LINE TABLE DETAIL "A" L1 - S08°17136"W 3.51' L2 - N08°17'36"E 4.42' EXISTING RAN 22189-2) PROPOSED R/W TPOB POB - 172.94' S81 ° 54 "57"E 360.801 7,---- S 79° 02'59"E 31 1 .39' 45.49v--` 581 °25'05"E 1 65.22' 577°32'51 "E 118.79' — — — — iminum - env . L2 N81 °25"05"W 208,96' � o ~'MIIME _ _ y� V �("C" STREET) 1�-- \ — SOF�IA LANE 7—� - _- — I/ — �I LOT 11 ��� Q -.E. L1 N ' ti Ir- o 1 47.58' 1 18-1 71-1040 — i i 1 18- ] 71 -026 LD r 8 co1 LOT ?.2 I 118-171-039 R Lu I� 1 € O p 1 '. � r j t1 S J b�� NI- -' r °o W 118-171-038 111. LOT 7 LOT 73 1 � �6�' �' U I 1 W , N ; 1 1 8- 1 71 -041 z 1Z " € 1 18- ] 71 -027 Z 11- Z i ct �� I � 5�'� I 1 O f 20 j ,- I LET 24 I DOC. NO. 201 0- wll 0043661 O.R. o i w IC N I Ii) - 1 18-171 -Io4z 1 118-171-037 -(I 1 18-1 71-028 --1 - Ik- I -::(I ct w - 1 60' 1 OI 1 cr.) co1- 1 LOT 19 1 LOT t o L7 N 1 ._ � !n :IT 1 LEGEND ' i„ '- POB Indicates Point Of Beginning 118-171 0316 1 1 18-1 71-029 i i_1 TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing LOT 13 1 LOT 11 � � i_1 ( } Title to State J_LL1_ Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 PERMANENT WALL S 9- 2 FOOTING EASEMENT distances. All distances are in feet unless otherwise noted. i I FEET 0 30 60 120 180 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 266 (714(481n 6�053/(714)345-8883 (Fax) DATE: 01-21-13 REV,:2; 02-25-14 EA: OF540 FAtt: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V H 6 91 5.3 2 2 EXHIBIT A PAGE 9 PS OMAS EXHIBIT `CV LEGAL DESCRIPTION Caltrans Parcel No. 22189-3 Temporary Construction Easement APN 118-171-026 & 039 In the City of Corona, County of Riverside, State of California, being a portion of Tract 2687, as said tract is shown on that map, filed in Book 48 of Maps, Pages 65 and 66, in the office of the County Recorder of said county, described as follows: Beginning at the northwesterly corner of said tract; thence South 81 °54'57" East 172.94 feet along the northerly line of said tract to a point thereon, said point being the intersection of said northerly line with the northerly prolongation of the centerline of Grant Avenue, also known as Magdalena Circle, as shown on said map; thence South 08°17'36" West 3.10 feet along said prolongation of said centerline to a point thereon, said point being the True Point of Beginning; thence South 81 °25'05" East 210.57 feet; thence South 77°32'51 " East 118.92 feet to a point on the centerline of Garfield Avenue, also known as Isabella Way, as shown on said map; thence South 08°17'36" West 49.34 feet along last said centerline to a point thereon; thence North 77°58'55" West 30.77 feet; thence North 36°13'39" West 19.61 feet; thence North 77°32'51" West 75.77 feet; thence North 81 °25'05" West 164.01 feet; thence South 54°08'06" West 28.56 feet; thence North 81 °25'05" West 24.65 feet to a point on said centerline of Grant Avenue; thence North 08°17'36" East 56.50 feet along last said centerline and said northerly prolongation of last said centerline to the True Point of Beginning. Containing 13,209 square feet. See Exhibit `C2' attached hereto and made a part hereof. PA2PTG010501 \SURVEY\LEGALS\22188-22190_APN_118-171-025,026,039,&040\Legals\22189-3-TCE.doc 1/21/2013 Page 1 of 2 117 EXHIBIT A, PAGE 10 1 PS OMAS The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of /-2/- /3 Brian E. Bullock, PLS 5260 Date PA2PTG010501 \SURVEY\LEGALS\22188-22190_APN_ 118-171-025,026,039,&040\Legals\22189-3-TCE.doe 1 /21 /2013 Page 2 of 2 118 EXHIBIT A, PAGE 11 EXHIBIT C2 PARCEL# TITLE AREA APN 221 89-3 TCE 13209 SOFT. 1 1 8-1 71 -026 & 039 ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 ROUTE 91 RIVERSIDE FREEWAY FOR DETAIL / C/L STATIONING 1 I 1 1 1 I I 1 7 8 9 280 1 2 3 4 EXISTING R/W (22189-3) PROPOSED R/W POB S81 ° 54'57"E 360.80' — _ _ _ S79°02'59"E 31 1 .39' -_ - T P Oter- 1-t 1- 1-I -F 1- 1-1 - r I -r 1-1 - - r _ 1- "C" _.0_ - 1 STREET _ _ (A.K.A. SOFIA LANE) ------- -_ I I �_.-_- - _ _ _ _ _ I O_r % \ I 1 118-171-040 cl 1 1 r -te-+--t--�� 1 ` co -- / V/ -- -+- -' 1 18-1 71 -039 1 1 18-1 71 -026 0 1 118-171-025 o -1 1 1 1 - vr � '� -1 ° � Q 1 • YQU --1 J1 1 1 8-1 71-038 cN - 1 1 18-1 71-027 I- 1 z Q 1 1 18-1 71-024 M o co ^ 01 -1 Q • � �I QI -1 0 1 -1 ; -J -1 J IM co 00 �- 1 " Q UI >- Q m 1 to �- - vi- O 0p o J11 118-171-042 118-171-037 118-171-028 v) 118-171-023 � 1-1 6 0 1,,�j 1` J 0 1 0 1 -1 1 LOT 1 0 p -1 —1 0 1 Q 1 -1 -1 1 Q 1 r' �- 10P J Q p 1 z 1 �� W1 p I to 1 1 1 18-1 71-036 m C) 1 � j1ff3/ '- 1 ;r O co _m NI t_l l �I -INI ,11>> Y� N I I , 118-171-043 1 I E 118-171-022 o I 1 � 1 QI >��1 QI 118-171-029 p1 Q QI o Ln - - i 1 1 W3 ' —1 i _II cD "jar 1" 10 ° N81 56 00 -- -! 1 118-171-035 1 -1C41 I (' I 60' -, i IW 118-171-044 Q 118-171-030 � 20.00 DOC° NO. 1- 2010- Ql 0043661 0i O.R.; -1 118-171-021 1z 1 '11 Q 1 t\l a, 1i18-171-045 DI -1 o v- aryl 118-171-034 1 18-1 71 -020 0 0 \n I - 1 18-1 71 -031 , i ( 1 0 LEGEND 1 ,, _1Y �o rZi _ POB Indicates Point Of Beginning 9 9 1 1 LOT 1�} 1 i � on co Q 1 18-1 71-019 p •- TPOB Indicates True Point Of Beginning 118-171-032 1 i -1 1 to •- (R) Indicates Radial Bearing ( ) Title to State JJJ__L Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 TEMPORARY CONSTRUCTION 8 9- 3 EASEMENT nl distances. All distances are in feet unless otherwise noted. I Iit I FEET 0 50 100 200 300 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santa (714)481Ana, 8053/(7114)545-8883 (Fax) DATE: 01-21-13 REV.: EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 1 _9 91 5.3 1 2 EXHIBIT A, PAGE 12 EXHIBIT C2 PARCEL# TITLE AREA APN 221 89-3 TCE 13209 SOFT. 1 1 8-1 71 -026 & 039 LINE TABLE L 1 - S08° 1 7'36"W 3.1 0' L2 - S08° 1 7'36"W 49.34' L3 - N36° 1 3'39"W 1 9.61 ' L4 - S54°08'06"W 28.56' ROUTE 91 RIVERSIDE FREEWAY L5 - N08° 1 7'36"E 56.50' / C/L STATIONING 9 280 1 2 ROUTE 91 RIVERSIDE FREEWAY EXISTING R/W 22189-3) PROPOSED R/W POB S81°54'57"E 360.80' S79°02'59"E 311.39' 1 72.94' ---\ -F L1 - - t 1- I -h -1- 1-1 -1 -1- f 1-i o o� S81 25 05 E 21 0.57 0 - S77°32'51 "E .Mime - -\"C" STREET J TPOB (A.K.A. SOFIA LANE) 118.92' 1- _ - `l — , /_-- o --�-- �-- �- — y N81 25 05 W 161.01 LOT 21 L3 -- — -�� - - - - - 75,77' \ N77°32'51 "W N J N 0 i-' 1L. Q 1 18- 1 71-1040 \ L4 — 1 — c 1� I I � 1 18-1 71-039 1 1 LD-r 8 % c_° 1 LOT 22 o4.65 Ni81 25 05 W 118-171-026 00.77 N77 58 515 W w � 1 _ _ j•Z '11 �� j1t 6 / ' NO I I CO w W 0' 5' LOT 9 LOT 23 1 Q Q 1 1 18-1 71-038 ,'_ i.o • --.1-1 I I L.V o I 118-171-041 Z ! `1 Q U »� � (Yi NO l ( 118-171-027 � Z Q I� IQ ) OZ \ I c C7 Q• � � (--)1 ri. ' 1_ O r _I CJ I I I � � oo - 1- 1 Q Q 1 1 I LOT 2,1 DOC. NO. 2010- >- 0043661 O.R. o W1 '� l 1-Li � w CO N Ito �I `, _� � 1 1 18-1 71-042 118-171-037 118-171-028 Q - 11- I Q1 cc � IQ 60 I Q oo - I LOT 19 NI LOT 10 CD • Q ^ 1 1 1 I LEGEND 1 • I" POB Indicates Point Of Beginning 118-171-0316 1 1 18-1 71-029 Q TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing LOT 18 1 1 LOT 11 10 1-1 ( ) Title to State J_L_LL Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 TEMPORARY CONSTRUCTION 8 9- 3 EASEMENT distances. All distances are in feet unless otherwise noted. FEET 0 30 60 120 180 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santa (714)481Ana, 8053/(7114)545-8883 (Fax) DATE: 01-21-13 REV.: EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 120 91 5.3 2 2 EXHIBIT A, PAGE 13 -SR=91-W/B TOLLIANE SOFI A LANE National Community Renaissance of California 118-171-026, 118-171-039 { II SR-91 E/ B FEE 325 SF PWFE (WALL FOOTI NG) 1,452 SF TCE (TEMPORARY CONSTRUCTION) 13,209 SF 121 ATTACHMENT 5 RESOLUTION NO. 14-031 RESOLUTION OF NECESSITY FOR THE ACQUISITION OF FEE, PERMANENT WALL FOOTING EASEMENT AND TEMPORARY CONSTUCTION EASEMENT INTERESTS IN PORTIONS OF CERTAIN REAL PROPERTY, BY EMINENT DOMAIN, MORE PARTICULARLY DESCRIBED AS ASSESSOR PARCEL NO. 118-171-025, LOCATED IN CORONA, RIVERSIDE COUNTY, CALIFORNIA, FOR THE STATE ROUTE 91 CORRIDOR IMPROVEMENT PROJECT, WHICH COVERS THE AREA BETWEEN PIERCE STREET ON THE EAST TO THE COUNTY LINE ON THE WEST, IN RIVERSIDE COUNTY, CALIFORNIA WHEREAS, the Riverside County Transportation Commission (the "Commission") proposes to acquire fee, permanent wall footing easement and temporary construction easement interests in portions of certain real property, located in Riverside County, California, more particularly described as Assessor Parcel No. 118-171-025 (CPNs 22190-1, 22190-2 and 22190-3) for the State Route 91 Corridor Improvement Project in Riverside County, California, pursuant to the authority granted to it by section 130220.5 of the California Public Utilities Code; and WHEREAS, pursuant to section 1245.235 of the California Code of Civil Procedure, the Commission scheduled a public hearing for Wednesday, September 10, 2014 at 9:30 a.m., at the County Administration Building, Board of Supervisors Chambers, at 4080 Lemon Street, Riverside, California, and gave to each person whose property is to be acquired and whose name and address appeared on the last equalized county assessment roll, notice and a reasonable opportunity to appear at said hearing and be heard on the matters referred to in section 1240.030 of the California Code of Civil Procedure; and WHEREAS, said hearing has been held by the Commission, and the affected property owner and other interested parties were afforded an opportunity to be heard on said matters; and WHEREAS, the Commission may now adopt a Resolution of Necessity pursuant to section 1240.040 of the California Code of Civil Procedure; NOW, THEREFORE, THE COMMISSION DOES HEREBY RESOLVE AND DECLARE AS FOLLOWS: Section 1. Compliance with California Code of Civil Procedure. There has been compliance by the Commission with the requirements of section 1245.235 of the California Code of Civil Procedure regarding notice and hearing. Section 2. Public Use. The public use for fee, permanent wall footing easement and temporary construction easement interests in portions of property to be acquired is for the SR-91 Corridor Improvement Project in Riverside County, California. Section 130220.5 of the California Public Utilities Code authorizes the Commission to acquire, by eminent domain, property necessary for such purposes. 122 Section 3. Description of Property. Attached and marked as Exhibit "A" are the legal definitions, legal descriptions and assessor parcel map of the portion of the parcel upon which the fee, permanent wall footing easement and temporary construction easement interests to be acquired by the Commission are located, and which describe the general location and extent of the property with sufficient detail for reasonable identification. Section 4. Findings. The Commission hereby finds and determines each of the following: (a) The public interest and necessity require the proposed project; (b) The proposed project is planned or located in the manner that will be most compatible with the greatest public good and least private injury; (c) The property defined, described and/or depicted in Exhibit "A" is necessary for the proposed project; and (d) The offer required by section 7267.2 of the California Government Code was made. Section 5. Use Not Unreasonably Interfering with Existing Public Use. Some or all of the real property affected by the interests to be acquired is subject to easements and rights of way appropriated to existing public uses. The legal descriptions of these easements and rights of way are on file with the Commission and describe the general location and extent of the easements and rights of way with sufficient detail for reasonable identification. In the event the herein described use or uses will not unreasonably interfere with or impair the continuance of the public use as it now exists or may reasonably be expected to exist in the future, counsel for the Commission is authorized to acquire the herein described interests subject to such existing public use(s) pursuant to section 1240.510 of the California Code of Civil Procedure. Section 6. More Necessary Public Use. Some or all of the real property affected by the interests to be acquired is subject to easements and rights of way appropriated to existing public uses. To the extent that the herein described use or uses will unreasonably interfere with or impair the continuance of the public use as it now exists or may reasonably be expected to exist in the future, the Commission finds and determines that the herein described use or uses are more necessary than said existing public use. Counsel for the Commission is authorized to acquire the herein described real property appropriated to such existing public uses pursuant to section 1240.610 of the California Code of Civil Procedure. Staff is further authorized to make such improvements to the affected real property that it determines are reasonably necessary to mitigate any adverse impact upon the existing public use. Section 7. Further Activities. Counsel for the Commission is hereby authorized to acquire the hereinabove described real property in the name of and on behalf of the Commission by 123 eminent domain, and counsel is authorized to institute and prosecute such legal proceedings as may be required in connection therewith. Legal counsel is further authorized to take such steps as may be authorized and required by law, and to make such security deposits as may be required by order of court, to permit the Commission to take possession of and use said real property at the earliest possible time. Counsel is further authorized to correct any errors or to make or agree to non- material changes in the legal description of the real property that are deemed necessary for the conduct of the condemnation action, or other proceedings or transactions required to acquire the subject real property. Counsel is further authorized to reduce or modify the extent of the interests or property to be acquired so as to reduce the compensation payable in the action where such change would not substantially impair the construction and operation for the project for which the real property is being acquired. Section 8. Effective Date. This Resolution shall take effect upon adoption. APPROVED AND ADOPTED this 10th day of September, 2014. Marion Ashley, Chair Riverside County Transportation Commission ATTEST: Jennifer Harmon, Clerk of the Board Riverside County Transportation Commission 124 125 Legal Definitions of Property to be Acquired The following is a list of definitions of legal rights to be acquired by Riverside County Transportation Commission. (The rights being acquired may be exercised mutually exclusive of each other.) "Fee," also known as fee simple or fee simple absolute, grants to RCTC absolute ownership of the portion of the property acquired. "Permanent Wall Footing Easement" grants to ROTC, including its successors and assigns, a permanent easement to construct, maintain, operate repair, alter, replace and remove footings, under, along and across the easement area. "Temporary Construction Easement (TCE)" refers to the right of RCTC, its successors and assigns, to engage in construction and related activities for the project. Such right shall be exercised for a period of 12 consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. 17336.02100\9125496.1 126 EXHIBIT A, PAGE 1 127 PS OMAS EXHIBIT `Al' LEGAL DESCRIPTION Ca'trans Parcel No. 22190-1 Fee Acquisition APN 118-171-025 In the City of Corona, County of Riverside, State of California, being a portion of Lot 7 of Tract No. 2687 as shown on the map filed in Book 48, Pages 65 and 66 of Maps, records of said County, together with those portions of Isabella Way, (Garfield Avenue, Lot "I"), Sofia Avenue, ("C" Street, Lot "D") and the alley shown as Lot "J" of said Tract No. 2687, vacated and abandoned by Resolution No. 97-43, recorded June 24, 1997 as Instrument No. 222392 of Official Records of said County, lying adjacent to said Lot 7, which would pass by operation of law upon conveyance, described as follows: Beginning at the northeasterly conger of said Tract No. 2687; thence South 08°04'00" West 7.88 feet along the easterly line of said Tract No. 2687; thence North 77°32'51" West 117.34 feet; thence South 12°27'09" West 1.50 feet; thence North 77°32'51" West 10.00 feet; thence North 12°27'09" East 1.50 feet; thence North 77°32'51" West 42.87 feet to the centerline of said Isabella Way; thence North 08°17'36" East 3.41 feet along said centerline to the northerly line of said Tract No. 2687; thence South 79°02'59" East 169.91 feet along said northerly line to the Point of Beginning. Containing 973 square feet. See Exhibit `A2' attached hereto and made a part hereof. This conveyance is made for the purpose of a freeway and the Grantor hereby releases and relinquishes to the Grantee any and all abutter's rights or access, appurtenant to Grantor's remaining property, in and to said freeway. M:12PTG0105011SURVEYILI GALS122188-22190 APNW118-171-025,026,039,&0401LegaIs122190-1-Fee.doe 3/12/2014 Page 1 of 128 EXHIBIT A, PAGE 2 PS OMAS The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of 3 r l . ear 4- Jeremy L. Evans, PLS 5282 Date M:12PTG0105011SURVEY LEGALS122188-22190_APN_118-171-025,026,039A0401Lega[s122190-1-Fee.doc 3/3/2014 Page 2 of 2 129 EXHIBIT A, PAGE 3 EXHIBIT A2 PARCEL# TITLE AREA APN 221 90T-1 PEE 973 SQ.FT. 1 1 8--1 71 -026 & 039 -ii ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 / C/L STATIONING FOR DETAIL 1 4 1 1 I i I 7 8 9 280 1 2 3 4 EXISTING R/W EXISTING R/W PROPOSED R/W 221 90-1 - S81 ° 54 "57"E 360.80' - S79° 02'59"E 31 1 .39' POB l _-_ _ - --1-��"C" STREET) -o _ 1 SOFIA LANE -- -- _ _ _�c�:1._ ----____- 7__ 1118-171-040 "\_- �� cs) ��3----- 1 r- _ �� 1 1� 0 1 b 1 � 18-171-039 q 118-171-026 118-171-025 1 Z Ili I — .r- i Q i � I -1 � W� I q 01 I -� I� I 1 Q w o0 1 118-171-041 � ❑C U 118-171-038 118-171 027 0 > - 1 118-171-024 in ,- 1 I I Q U -1 -1 j 1 1 ro co col �I 1 s • 11 n 1 o 0 �1 - in I W ]18-171-042 1 ]]8-171-037 Li UI 118-171--028 I -1 W 118-171-023 114.1 a o ^ o �11 1 60 _;�I 1 1�1 _11 1 �1-1I L�r Jo ❑ m iJ a O I -1 -1 1 rr7 1i 1 o� zI 1 �� O in ]18-171-036 L°I�1 r+t iN oo - ni � �1I C -IN 1��,� 11 1 1 1 18-1 71-043 I c 1 l- 118-171-022 1 0 1 ;, 1 ?. J 1- 1 1 1 18-1 71-029 q 1 Q I Q 1 u1 - 1 ° _1 _I 1 C7 3 I � i~ N81 ° 56'00"1W -J -- .t) I 118-171-035 1I NI 60' -1 II 1n 1118-171-044 1 Q iri 118-171-030 20.00 1" 1DOC. N0. , 1 201 0 �1 0043661 'DI O.R.I 1 118-171--021� -� A€ � 1 I 1 �1 - rn 1118-171-045 Cc1 p m ,sr , 1 118-171-034 -1 -1 , 1-o 118-171-020 1 vQ 1� 1 118--171-031 -» C� c) o 0 LEGEND 1 _ii 1 _1, o - POB Indicates Point Of Beginning 1 LD7 14 1 11-- 0 o m 118-171-032 118-171--019 o �- TPOB Indicates True Point Of Beginning j € 1 i •- (R) Indicates Radial Bearing C----) Title to State I I I I Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 FEE ACQUISITION 1 9 ®- 1 distances. All distances are in feet unless otherwise noted. FEET Q 50 100 200 300 PREPARED BY: PSOMAS 3 Hutton Centre Dr'iye, Ste. ZOO 2767 (71nta 4)4B1n 8D53/(7a14)545rnio 98BB3 (Fax) DATE: 01-21-13 REV.: 2; 02-25-14 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 130 91 5.3 1 2 EXHIBIT A PAGE 4 EXHIBIT A2 PARCEL# TITLE AREA APN 221 90-1 FEE 973 SQ.FT. 1 1 8-1 71 --025 LINE DATA BEARING DISTANCE L1 N77°32'51 "W 42.87` L2 N12°27'09"E 1 ,50' L3 N77° 32'51 "W 1 O.QQ' L4 S12°27'09"W 1.50` 118-171-047 DETAIL "A" EXISTING RAN N08° 1 7`36HE 3.41' ROUTE 91 RIVERSIDE FREEWAY PROPOSED R/W S79°02'59"E 311.39' POB C () �.11:1110 - - -_- _ _ "W 7.88' �a _ _ _N77°32'51 ALLEY �LOi 71,j„---- 1_1 7.34' - --- 0o L1 i L4 L T l (221 90- 1 - ~- _ >� 5- k I ' /� DOC. NO. 2010-0043661 O.R. VACATED AND ABANDONED PER 1- c) _ �- M 0") •zz- z � (fr � w` RES. NO. 97-43, REC'd 6-24-1 997 b r° AS INST. NO. 222392, O.R. 1r�J..� � o i w CO � .. O - c\I q �� I o W � I: c) -� \O' f 1 18-1 71-024 5-- Co o CAD a CC 1 '�i��c� VACATED AND ABANDONED w 00 30' PER RES. NO. 97-43, REC'D 6-24-1997 AS -.z NN r-- LEGEND INST. NO. 222392, O.R. 1 2 n POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( ) Title to State L.IJLJ- Access Prohibited NOTES Coordinates and bearings are on CGS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 FEE ACQUISITION 9 �j V- 1 distances. All distances are in feet unless otherwise noted. f FEET 0 15 30 60 90 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 2707 (711n a4)9448180534715458883 (Fax) DATE: 01-21--13 REV.: 3; 02-25-14 EA: 0E540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 t I V 131 91 5.3 2 2 EXHIBIT A, PAGE 5 PS OMAS EXHIBIT `BP LEGAL DESCRIPTION Ca'trans Parcel No. 22190-2 Permanent Wall Footing Easement APN 118-171-025 In the City of Corona, County of Riverside, State of California, being a portion of Lot 7 of Tract No. 2687 as shown on the map filed in Book 48, Pages 65 and 66 of Maps, records of said County, together with those portions of Isabella Way, (Garfield Avenue, Lot "I"), Sofia Avenue, ("C" Street, Lot "D") and the alley shown as Lot "J" of said Tract No. 2687, vacated and abandoned by Resolution No. 97-43, recorded June 24, 1997 as Instrument No. 222392 of Official Records of said County, lying adjacent to said Lot 7, which would pass by operation of law upon conveyance, described as follows; Beginning at the northeasterly corner of said Tract No. 2687; thence South 08°04'00" West 7.88 feet along the easterly line of said Tract No. 2687, to the True Point of Beginning; thence North 77°32'51" West 117.34 feet; thence South 12°27'09" West 1.50 feet; thence North 77°32'51" West 10.00 feet; thence North 12°27'09" East 1.50 feet; thence North 77°32'51" West 42.87 feet to the centerline of said Isabella Way; thence South 08° 17'36" West 3.51 feet along said centerline; thence South 77°32'51" East 170.22 feet to said easterly line; thence North 08°04'00" East 3.51 feet to the True Point of Beginning. Containing 581 square feet. See Exhibit `132' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean M:12PTG0105011SURVEYILEGALS122188-22190 APN 118-171-025,026,039,&0401Legals122190-2-PE.doc 3/12/2014 Page 1 of 2 132 EXHIBIT A, PAGE 6 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS oMAS combination factor for this conversion is 0.99997476. Prepared under the direction of CG�-no .3 • (1, ZD / 4- Jeremy L. Evans, PLS 5282 Date M:12PTG0105011Si1RVEYILEGALS122188-22190 APN_118-171-025,026,039,&0401Legals122190-2-PE.doe 3/3/2014 Page 2 of 133 EXHIBIT A, PAGE 7 EXHIBIT B2 PARCEL# TITLE AREA APN 221 90-2 ESMT 581 SQ.FT. 1 1 8-1 71 -026 & 039 .i, ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 / C/L STATIONING FOR DETAIL 1 1 1 1 1 1 1 1 7 8 9 280 1 2 3 4 EXISTING R/W PROPOSED R/W 22190-2 - S81 ° 54'57"E 360.80' S79°02159"E 31 1 .39' POB / - + 1-1-t + I -I + 1-1-1 - �T +' 1-1 -k - - - __ - -, 1 1 "C" S TREE T) ___SOFIA_LANE=__ `�___� — Eric__. I L� � ' „.---�' , ,i i �;F_j 1 .—^�T TPOIB 118-171-040 co 1-I o j b 1 118-171-039 _i 118-171-026 ! 118-171-025 7 i 1 M 1 Ww of �c\I 1 1 —.. W I� I I 'Kr~ " w e 1 18-1 71-041 1- 1 q t 1 18-1 71-038 1 1 1 18-1 71-027 o Z 1 18- 1 71 -024 I -- I Co �- .i 1 ? f Q �n 1 �` - O �J 1 o -J 118-171-042 •;-•1 11 118-171-037 118-171-028 € W 1_ 118--171-023 1i p ti 60' 1-'�11 I ti -I � �, -1 I L O T J O i Q c a 1 _1 � R �lI -1i' ���P 1Q o d -.J ,' to mill 118-171-036 MINI � i" CO N1I V\'-) ,I � IN 1 1 18-1 71-043 � L ,_ I cc 1 1- 1 18-1 71-022 I j 1 18 1 71-029 11 o -- I i �� a o � I I qi\�� �1 1 `60` 1 N81 °56'00"iW ---- �" 1 118-171-035 -' 118-171-030 �1 -. fv) 1 118-171-044 1 Ic9i 20.00' 1- -.1 1 ,_I 1DOCo NOa 1— 2010— , q 1 0043661 biI Oeo, Q R1 118-171-021 — z 1 �I Q 1 t�l 1 1118-1 71-045 Cr I 1 -1 o , I 1 18-1 71 -034 --rn 1 1 0 y� .� 118-171-031 1_1 C.i a 118--171-020 O LEGEND 11 1 �1 1 'V 1 — o Pp8 Indicates Point Of Beginning 1 LOT 14 1 o a co 118-171-032 q 118-171-019 - TPOB Indicates True Point Of Beginning 1 _i cn (R) Indicates Radial Bearing ( ) Title to State 1J_11L Access Prohibited NOTES Coordinates and bearings are an CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 PERMANENT WALL 9 0- FOOTING 2 EASEMENT distances. All distances are in feet unless otherwise noted. ' FEET 0 50 100 200 300 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 290 to Aa, California 92707 (71,1)481n 805347114)545-8E63 (Fax) DATE: 01-21-13 REV.: 2; 02-25-14 EA: OF540 FM*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 1 91 5.3 1 2 EXHIBIT A, PAGE 8 EXHIBIT B2 PARCEL# TITLE AREA AP 221 90-2 ESMT 581 SOFT. 1 1 8-1 71 -025 LINE DATA BEARING DISTANCE 'il L1 N77°32'51 "W 42.87' L2 N12°27'09"E 1.50' L3 N77°32'51 "W 1 0.00` L4 S12°27`09"W 1,50' 118-171-047 DETAIL "A" N08° 1 7'36"E EXISTING R/W 3.41 ' ROUTE 91 RIVERSIDE FREEWAY PROPOSED R/W S79°02'59"E 311.39' L2 L4 POB AI A 1 69.91 ' _ 111h1._1 in o t08°17`36HE 1111111-11ThUllimuwu,IrW, 117.34' S77` 32'51 "E wt�luv. 7.88` AILLEY- r_0- trjn ` - _ 1 70.22� -=- 0\ 3,51' _ _ ��- L31 - r TPOB -___ --_ter --=±: � I LOT 1 '71- `- (22190-2 Lc, o ° o w ‹t. DOC , NO. 201 0-0043661 O.R. VACATED AND ABANDONED PER - c_-) .__--:o .,- 1n co c5, ,(- �i z j Q w CO RES. NO 97-43, REC'D 6-24-1997 TO AS INST, NO. 222392, O.R. , r-- to �0 ,�, 7.) o - �� , - 0 0 %''`' .O �,3 C a (.' �P' 118--171-024 o M "� CCO 'Y VACATED AND ABANDONED co 30' PER RES. N0. 97-43, REC'D 6-24-1997 AS N r� `_ � LEGEND INST. NO. 2223929 O.R. I ti POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( ) Title to State Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 PERMANENT WALL 9 O- 2 FOOTING EASEMENT distances. All distances are in feet unless otherwise noted. i FEET 0 15 30 60 90 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 n B053/Ifornia (714)545g2707 (714)4Ana, 8883 (Fax) DATE: 01 -21 -13 REV.: 3; 02-25-14 EA: OF540 FA#: DISTRICT COUNTY - ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 136 91 5.3 2 2 EXHIBIT A PAGE 9 PS OMAS EXHIBIT `C1' LEGAL DESCRIPTION Caltrans Parcel No. 22190-3 Temporary Construction Easement APN 118-171-025 In the City of Corona, County of Riverside, State of California, being a portion of Tract 2687, as said tract is shown on that map, filed in Book 48 of Maps, Pages 65 and 66, in the office of the County Recorder of said county, described as follows: Beginning at the northeasterly corner of said tract; thence South 08°04'00" West 11.39 feet along the easterly line of said tract to a point thereon, said point being the True Point of Beginning; thence South 08°04'00" West 36.61 feet continuing along said easterly line to a point thereon; thence North 77°32'51" West 123.75 feet; thence South 55° 17'25" West 23.89 feet; thence North 81 ° 19' 19" West 29.03 feet to a point on the centerline of Garfield Avenue, also known as Isabella Way, as shown on said map; thence North 08°17'36" East 56.07 feet along said centerline to a point thereon; thence South 77°32'51" East 170.23 feet to the True Point of Beginning. Containing 6,907 square feet. See Exhibit `C2' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. PA2PTG010501 \ SURVEY \LEGALS\22188-22190_APN_ 118-171-025,026,039,&040\Legals\22190-3-TCE.doc 1/21/2013 Page 1 of 2 136 EXHIBIT A, PAGE 10 PS OMAS Prepared under the direction of Brian E. Bullock, PLS 5260 Date PA2PTG010501 \SURVEY\LEGALS\22188-22190_APN_118-171-025,026,039,&040\Legals\22190-3-TCE.doc 1/21/2013 Page 2 of 2 137 EXHIBIT A, PAGE 11 EXHIBIT C2 PARCEL# TITLE AREA APN 22190-3 TCE 6907 SOFT. 118-171-025 ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY / C/L STATIONING I I I I I I I I 7 8 9 280 1 2 3 4 SEE SHEET 2 PROPOSED R/W FOR DETAIL EXISTING R/W - S81 °54'57"E 360.80' POB S79°02'59"E 31 1 .39' - --- \, - - �ta� __ or��► - "C" -'` 1 STREET --`, (A.K.A. SOFIA LANE) I- - ' .--- __ _____ ---` -- 1 LOT i TPOB 1 1 1 118-1 71-040 N.- -- �t -r - m - - N 1 18-1 71-039 oil 1 18-1 71-026 t � I 1 18-1 71-025 , .. I o o 1 -t _i Q 1 I N Qwwi Q N W n --1- M I-'J ' 1 18-1 71 -041 Y Q Ui 1 18-1 71-038 1- 1 18-1 71-027 o z Q1 1- J 1 18-1 71 -024 ( o _,i Qo�i _,i -i i w _� 1 i,t co O co - 1' >-1 �� Q �l rr i >-1 Q Q to 1 I >-'(, o 1 N OO 1n 1 �i-1 wi 118-1 71-042 118-171-037 118-171-028 vli ,_ 118-171-023 i4% 0 6 0 t_I�j ri I` 1'_1 Q I- O I --11 1 L o-r 1 D J -t , J, _ O 1 IQ 1QI , Q IQ�` O m z �,--or (3/cam -J m OI In 118-171-036 mIOI j —1 � Y1 Imo`, 0� N1 N N -iNi ��,�� - w 1N 1 1 118-171-043 � �i cr Ql 118-171-022 1 O I �i c1 0 J 1 18- 1 71-029 Q �i o i cn - i }; l y0 , C3 '� � N81 °56'OO iW ---! i1-0- 1 18-1 71-035 - i N 60' - r' 1 1 18-1 71-044 Q is i 1 18- 1 71-030 1- 20.00 DOC. NO. 0 1- 2010- 91 0043661 ai O.R. 118-171-021 1118-171-045 •01 1i ��i ( 118-171-034 118-171-020 O O o yn 81 118-171-031 ,1 („)11a LEGEND _11 _II '' O 0 •- POB Indicates Point Of Beginning 1 ,or 1�� h a o 1 co 118-171-019 TPOB Indicates True Point Of Beginning 1 118-171-032 1 i s in -- (R) Indicates Radial Bearing ( ) Title to State LLLL Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing ore grid distances. Divide by 0.99997476 to obtain ground 2 2 1 TEMPORARY CONSTRUCTION 9 0- 3 EASEMENT distances. All distances are in feet unless otherwise noted. i FEET 0 50 100 200 300 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santa (714)481Ana, 8053/(7114)545-8883 (Fax) DATE: 01-21-13 REV.: EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V --,09 1 5.3 1 2 EXHIBIT A, PAGE 12 EXHIBIT C2 PARCEL# TITLE AREA APN 221 90-3 TCE 6907 SOFT. 1 1 8-1 71 -025 ROUTE 91 RIVERSIDE FREEWAY 118- 1 71 -047 —Th EXISTING R/W PROPOSED R/W S79°02'59"E 311.39' POB TPOB Nz � c) _ — , S77°32'51 "E 1 70°23� -_,. --�.�. .' 11 .39' V► n.m _ W 03 - ro o z N- O Ln- 1 \ I . I .4 (0 N77°32'51"W—o ,`L _ � 12 �h i lrn0 — — — - � Z Q = DOC. NO. 2010-0043661 O.R. 29.03' 1 N81 ° 1 9'1 9"W ,- -r/0 I b-' Ps'; 1 0,> ---- -+ —7 ,r- ro M o m o - °o 1 I o N O� `- --I 1_,.. Q f to -.1I C� ��' Y. ^ .CJ I 05 � 'Q I- . 0�>' Q Q 0 � O m O M <1- IW Q`— —I 1 18-1 71 - 024 i J I m .- 30' i Q I O IN N_ i LEGEND I I I ,- POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( )Title to State J_L_LL Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 TEMPORARY CONSTUCTION 9 0- 3 EASEMENT distances. All distances are in feet unless otherwise noted. I FEET 0 15 30 60 90 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santa Aa California 92707 (714)481n 8053/(7114)545-8883 (Fax) DATE: 01-21-13 REV.: EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 139 91 5.3 2 2 EXHIBIT A, PAGE 13 National Community Renaissance of California 118-171-025 mouremaumbwiliegommti— MMONIMINOOMM—&". FEE 973 SF PWFE (WALL FOOTI NG) 581 SF TCE (TEMPORARY CONSTRUCTION) 3,229 SF SR- 9a E/-3 TOLL -LANE. la 14U ATTACHMENT 6 RESOLUTION NO. 13-011 A RESOLUTION OF THE RIVERSIDE COUNTY TRANSPORTATION COMMISSION AMENDING RESOLUTION OF NECESSITY NO. 13-011 TO ACQUIRE ADDITIONAL PROPERTY INTERESTS IN PORTIONS OF CERTAIN REAL PROPERTY, BY EMINENT DOMAIN, MORE PARTICULARLY DESCRIBED AS ASSESSOR PARCEL NOS. 115- 060-013, 115-060-015; 117-270-005 and 117-270-013 LOCATED IN CORONA, RIVERSIDE COUNTY, CALIFORNIA, FOR THE STATE ROUTE 91 CORRIDOR IMPROVEMENT PROJECT, WHICH COVERS THE AREA BETWEEN PIERCE STREET ON THE EAST TO THE COUNTY LINE ON THE WEST, IN RIVERSIDE COUNTY, CALIFORNIA WHEREAS, on June 12, 2013, the Riverside County Transportation Commission (the "Commission") adopted Resolution of Necessity No. 13-011 to acquire fee, permanent wall easement, permanent access easement, permanent utility easement and temporary construction easement interests (CPNs 22275-1, 22275-2, 22275-3, 22275-4, 22275-6, 22275-7 and 22275-8) in portions of certain real property, located in Riverside County, California more particularly described as Assessor Parcel Nos. 115-060-013, 115-060-015, 117-270-005 and 117-270-013 ("Subject Property"). WHEREAS, the Commission now proposes to acquire additional fee, temporary access easement, permanent drainage easement and temporary construction easement interests (CPNs 22275-5, 22275-9, 22275-10 and 22275-11) in portions of the Subject Property for the State Route 91 Corridor Improvement Project in Riverside County, California, pursuant to the authority granted to it by section 130220.5 of the California Public Utilities Code; and WHEREAS, the property owner and the Commission having entered into a stipulation on July 30, 2014 the Court entered an Order authorizing the Commission to amend Resolution of Necessity 13-011 to add the additional property interests; and WHEREAS, pursuant to section 1245.235 of the California Code of Civil Procedure, the Commission scheduled a public hearing for Wednesday, September 10, 2014 at 9:30 a.m., at the County Administration Building, Board of Supervisors Chambers, at 4080 Lemon Street, Riverside, California, and gave to each person whose property is to be acquired and whose name and address appeared on the last equalized county assessment roll, notice and a reasonable opportunity to appear at said hearing and be heard on the matters referred to in section 1240.030 of the California Code of Civil Procedure; and WHEREAS, said hearing has been held by the Commission, and the affected property owner and other interested parties were afforded an opportunity to be heard on said matters; and WHEREAS, the Commission may now adopt a Resolution amending Resolution of Necessity 13-011 pursuant to section 1240.040 of the California Code of Civil Procedure; 141 NOW, THEREFORE, THE COMMISSION DOES HEREBY RESOLVE AND DECLARE AS FOLLOWS: Section 1. Compliance with California Code of Civil Procedure. There has been compliance by the Commission with the requirements of section 1245.235 of the California Code of Civil Procedure regarding notice and hearing. Section 2. Amendment to Resolution of Necessity 13-011. Resolution of Necessity 13-011 adopted on June 12, 2013 is amended to add the additional fee, temporary access easement, permanent drainage easement and temporary construction easement interests (CPNs 22275-5, 22275-9, 22275-10 and 22275-11). Section 3. Public Use. The public use for the fee, permanent wall easement, permanent access easement, permanent utility easement and temporary construction easement interests (CPNs 22275-1, 22275-2, 22275-3, 22275-4, 22275-6, 22275-7 and 22275-8) and for the additional fee, temporary access easement, permanent drainage easement and temporary construction easement interests (CPNs 22275-5, 22275-9, 22275-10 and 22275-11) to be acquired in portions of the Subject Property is for the State Route 91 Corridor Improvement Project in Riverside County, California. Section 130220.5 of the California Public Utilities Code authorizes the Commission to acquire, by eminent domain, property necessary for such purposes. Section 4. Description of Property. Attached and marked as Exhibit "A" are the legal definitions, legal descriptions and plat maps of the portions of the parcel upon which all of the property interests to be acquired by the Commission are located, and which describe the general location and extent of the property with sufficient detail for reasonable identification. Section 5. Findings. The Commission hereby finds and determines each of the following: (a) The public interest and necessity require the proposed project; (b) The proposed project is planned or located in the manner that will be most compatible with the greatest public good and least private injury; (c) The property defined, described and/or depicted in Exhibit "A" is necessary for the proposed project; and (d) The offer required by section 7267.2 of the California Government Code was made. Section 6. Use Not Unreasonably Interfering with Existing Public Use. Some or all of the real property affected by the interests to be acquired is subject to easements and rights of way appropriated to existing public uses. The legal descriptions of these easements and rights of way 142 are on file with the Commission and describe the general location and extent of the easements and rights of way with sufficient detail for reasonable identification. In the event the herein described use or uses will not unreasonably interfere with or impair the continuance of the public use as it now exists or may reasonably be expected to exist in the future, counsel for the Commission is authorized to acquire the herein described interests subject to such existing public use(s) pursuant to section 1240.510 of the California Code of Civil Procedure. Section 7. More Necessary Public Use. Some or all of the real property affected by the interests to be acquired is subject to easements and rights of way appropriated to existing public uses. To the extent that the herein described use or uses will unreasonably interfere with or impair the continuance of the public use as it now exists or may reasonably be expected to exist in the future, the Commission finds and determines that the herein described use or uses are more necessary than said existing public use. Counsel for the Commission is authorized to acquire the herein described real property appropriated to such existing public uses pursuant to section 1240.610 of the California Code of Civil Procedure. Staff is further authorized to make such improvements to the affected real property that it determines are reasonably necessary to mitigate any adverse impact upon the existing public use. Section 8. Further Activities. Counsel for the Commission is hereby authorized to acquire the hereinabove described real property in the name of and on behalf of the Commission by eminent domain, and counsel is authorized to institute and prosecute such legal proceedings as may be required in connection therewith. Legal counsel is further authorized to take such steps as may be authorized and required by law, and to make such security deposits as may be required by order of court, to permit the Commission to take possession of and use said real property at the earliest possible time. Counsel is further authorized to correct any errors or to make or agree to non- material changes in the legal description of the real property that are deemed necessary for the conduct of the condemnation action, or other proceedings or transactions required to acquire the subject real property. Counsel is further authorized to reduce or modify the extent of the interests or property to be acquired so as to reduce the compensation payable in the action where such change would not substantially impair the construction and operation for the project for which the real property is being acquired. Section 9. Effective Date. This Resolution shall take effect upon adoption. APPROVED AND ADOPTED this 10th day of September, 2014. Marion Ashley, Chair Riverside County Transportation Commission ATTEST: Jennifer Harmon, Clerk of the Board Riverside County Transportation Commission 143 144 Legal Definitions of Property to be Acquired The following is a list of definitions of legal rights to be acquired by Riverside County Transportation Commission: (The rights being acquired may be exercised mutually exclusive of each other.) "Fee," also known as fee simple or fee simple absolute, grants to RCTC, absolute ownership of the property. "Permanent Wall Footing Easement" grants to RCTC, including its successors and assigns, a permanent easement to construct, maintain, operate repair, alter, replace, and remove footings, under, along and across the easement area, together with all necessary and convenient means of ingress and egress to and from the easement area or strip or parcel of land, for the purpose of constructing, reconstructing, maintaining, operating, repairing, renewing, or enlarging in any manner the footings together with any and all of the purposes hereinbefore mentioned. "Temporary Construction Easement" (TCE) refers to the right of RCTC, its successors and assigns, to engage in construction and related activities for the project. With respect to CPN 22275-7 and 22275-8, such right shall be exercised for a period of 12 months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. With respect to CPN 22275-11, such right shall be exercised for a period of thirty-six (36) consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. The duration of the rights under this easement shall not extend beyond November 6, 2017, or upon filing of a Notice of Completion, whichever is earlier. Property Owner shall not cause, directly, indirectly or negligently, any interference with or harm to the rights conveyed hereunder. "Utility Easement" grants to RCTC, including its successors and assigns, a permanent and perpetual easement, to relocate, construct, operate, use, maintain, alter, add to, reconstruct, enlarge, repair, renew, replace, inspect and/or remove, at any time and from time to time, underground utilities, including but not limited to sewers, water, electrical systems and communication systems, consisting wires, underground conduits, cables, vaults, manholes, handholds, and including above -ground enclosures, markers and concrete pads and other appurtenant fixtures and equipment necessary or useful for conveying electric energy to be used for light, heat, power, and for transmitting intelligence by electrical means and/or other purposes, in, under, on, over, along and across the land, as determined necessary by RCTC, its successors and assigns, together with all necessary rights of ingress and egress to the easement area in connection with the exercise of any of the easement rights. 173 3 6.02100\9131264.1 145 Property owners shall not erect or construct, or permit to be erected or constructed, any building, structure or improvement on, over or under any portion of the easement, or plant any tree or trees or plant any other vegetation or flora on any portion of the easement except at the written consent of RCTC, its successors and assigns. RCTC will not unreasonably withhold from Grantor, its successors and assigns, the right to utilize the easement area for parking, driveway access, landscaping (exclusive of vertical penetration), open space and density or floor area calculation. RCTC shall be entitled to trim, cut, or clear away any trees, brush, or other vegetation or flora from time to time determined in its sole discretion without payment of any additional compensation. No other easement or easements shall be granted on, under or over the easement without obtaining the prior written consent of RCTC, its successors and assigns. "Permanent Drainage Easement" refers to a perpetual drainage easement in favor of RCTC, its successors and assigns, together with a right of way upon, through, under, over and across the hereinafter described real property for the installation, construction, maintenance, repair, replacement, reconstruction, and inspection of an underground enclosed storm drainage system including any all structures and appurtenances incidental thereto designed to convey storm water runoff Property Owner may use the surface of the easement area for parking and to traverse over in a manner that will not interfere with or be detrimental to the use of said easement and right-of- way by RCTC, its successors and assigns. Property Owner shall not erect or construct, or permit to be erected or constructed, any building, structure or improvement on, over, or under any portion of the easement, or plant trees or any other vegetation on any portion of the easement except with the prior written consent of RCTC, its successors and assigns. RCTC shall have the right to trim, cut or clear away any trees, brush, or other vegetation from time to time as determined in its sole discretion, without payment of additional compensation. No other easements shall be granted on, under or over the easement without the prior written consent of RCTC, its successors and assigns. Property Owner shall not cause, directly, indirectly or negligently, any interference with or harm to the rights conveyed hereunder. "Temporary Access Easement" refers to a non-exclusive temporary easement and right of way in favor of RCTC, its successors and assigns, together with the right to traverse and maintain an access way to access RCTC owned facilities and/or construction sites, as determined necessary by RCTC, together with all necessary rights incidental thereto, on, over, under, and across the property in connection with the exercise of any easement rights described herein. Property Owner shall not erect or construct, or permit to be erected or constructed, any 173 3 6.02100\9131264.1 146 building, structure or improvement on, over, or under any portion of the easement, or plant trees or any other vegetation on any portion of the easement except with the prior written consent of RCTC, its successors and assigns. RCTC shall have the right to trim, cut or clear away any trees, brush, or other vegetation for the duration of the easement as determined in its sole discretion, without payment of additional compensation. No other easements shall be granted on, under or over the easement without the prior written consent of RCTC, its successors and assigns. Such right shall be exercised for a period of thirty-six (36) consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. The duration of the rights under this easement shall not extend beyond November 6, 2017, or upon filing of a Notice of Completion, whichever is earlier. Property Owner shall not cause, directly, indirectly or negligently, any interference with or harm to the rights conveyed hereunder. 173 3 6.02100\9131264.1 147 148 AS EXHIBIT `Al' LEGAL DESCRIPTION 3 4 Caltrans Parcel No. 22275-1 5 Fee Acquisition 6 APN 117-270-007 7 8 In the City of Corona, County of Riverside, State of California, being a portion of the 9 land described as Parcel 2 in the Quitclaim Deed recorded August 2, 2006 as Document to No. 2006-0565691 of Official Records of said County, described as follows: 11 12 Beginning at the southeasterly corner of said Parcel 2; thence North 81°40'38" West 13 212.14 feet along the general southerly line of said Parcel 2 to a point on the westerly line 14 of the land described in the Final Order of Condemnation entered September 29, 1915, in 15 Case No. 6889, Superior Court of said Riverside County, a Certified Copy thereof being 16 recorded October 4, 1915 in Book 427, Page 282 of Deeds, Records of said County, said 17 point being the True Point of Beginning; thence North 81°40'38" West 19.65 feet 18 continuing along said general southerly line to the beginning of a curve concave 19 northeasterly having a radius of 25.00 feet; thence northwesterly along said curve and 20 said general southerly line 15.87 feet through a central angle of 36°21'56"; thence South 21 81°26'22" East 29.38 feet to a point on said westerly line, said point being the beginning 22 of a non -tangent curve concave northeasterly having a radius of 206,53 feet, to which 23 point a radial line bears South 52°17'05" West; thence southeasterly along said curve and 24 said westerly line 6.96 feet through a central angle of 01°55'52" to the True Point of 25 Beginning. 26 27 28 Containing 130 square feet 29 30 31 See Exhibit 'A2' attached hereto and made apart hereof. PA2PTG010501\SURVEY\LEGALSk22275 APN 117-270-007iLegals\22275-1-Fee,doex Page 1 of 2 10/17/2012 0 A 1 2 This conveyance is made for the purpose of a freeway and the Grantor hereby releases 3 and relinquishes to the Grantee any and all abutter's right or access, appurtenant to 4 Grantor's remaining property, in and to said freeway. 5 6 The distances described herein are grid distances and are based on California Coordinate 7 System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing 8 grid distances by the mean combination factor of the courses being described. The mean 9 combination factor for this conversion is 0.99997476. 10 Il 12 t Prepared under the direction of 13 14 15 16 17 Brian B. Bullock, PLS 5260 18 19 20 21 22 23 24 25 26 27 28 29 30 31 7-72 Date PA2PTG010501\SURVEY\LEGALS122275_APN_ 7-270-007Tegals\22275-I-Fee.docx Paue 7 of 2 10/17/2012 150 FARCE 117-270-003 TITLE 7-2 0-00 SHEET 2 360 GRANTOR T A 30 SO. FT. SHEET INDEX ROUTE 91 RIVERSIDE FREEWAY EGEND PO8 indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ) Title to State [Access Prohibited NOTES Coordinates and bearings ore on iCCS 1983(2007.00) Zone 6, Distances and 'stationing ore grid distances. Divide lby 0.99997476 to obtain ground ldistances. All distances are in feet ianless otherwise noted, PREPARED BY: 3 33323300 Centre 02 02e, Ste, 200 S0321.0 Ana, Col:f3-23300 92707 03242351-237:1227 2022,42088323 ,333331 8 FEET 0 365 APN 117-270-007 1 -060-016 \ROUTE 91 RIVERSIDE FREEWAY C/L STATIONING 100 FEE .4COUISITION 200 40C, 600 DATE:06-15_12 REV.: 10-17-12 EA:. 0[540 FA#: DISTRICT COUNTY ROUTE I SHEET PM SHEET NO. TOTAL SHEETS T3 ci 151 EXHIBIT A2 PARCEL.# TITLE GRANTOR AREA APN 22275-1 FEE PEARL STREET PROP 130 SOFT. 117-270--007 30' 1-r Lij C re) � 0 �• o CV co M t O z A`89051 "7 4„ Rz25,0a, Lz3�,21' A=36°21 '56 Rz25.00' �2A LEGEND t POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Beoring Title to State I I I I Access Prohibited 19.65' N8 7 °40,38„ w POR , LOT 3 g gL OCX 73 SOUTH ROJERSIDE LAND AND WATER COMPANY MS 9/6 POL 2 2006-056569J 0,R, N$1°40'38 4 TPae 212.74, PROPOSE R/W ROUTE 91 RIVERSIDE FREEWAY NOTES Coordinates and bearings ore on CCS 1993(2007.00) Zane 6. Distances and stationing Ore grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. 22275-1 FEE ACQUISITION E >•ummi lmommimmomm FEET 0 10 20 -00 60 PREPARED BY: PSOMAS 3 Horton Centre Drive Ste. 200 Sonto *no, Coiirorni0 92707 i714i751-7373it714E545-8883 (Cox) DATE: 6-15-12 REV.: 10-t 7-12 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 Rev 91 6.9 2 2 152 3 4 5 6 10 ll 12 1 14 15 16 17 18 19 23 24 25 26 27 28 29 30 31 EXi IBIT 'Br LEGAL DESCRIPTION Caltrans Parcel No. 22275-2 Fee Acquisition APN 115-060-013, 015 and 1 7-270-005. 013 In the City of Corona, County of Riverside, State of California, being a portion of the land described as Parcels 1, 2, 3 and 4 in the Quitclaim Deed recorded August 2, 2006 as Document No. 2006-0565691 of Official Records of said County:, described as follows: Beginning at the southeasterly corner of said Parcel. 2; thence North 81°40'38" West 61.21 feet along the general southerly line of said Parcel 2 to a point on the easterly line of the land described in the Final Order of Condemnation entered September 29, 191.5, in Case No. 6889, Superior Court of said Riverside County, a Certified Copy thereof being recorded October 4, 1915 in Book 427, Page 282 of Deeds, Records of said County, said point also being the beginning of a non -tangent curve concave northeasterly having a radius of 1.76.53 feet, to which point a radial. line bears Sou.th 37°58'42" West; thence northwesterly along said curve and said easterly line 8.81. feet through a central angle of 02°51'28"; thence South 81°26'22" East 57.22 feet to the beginning of a curve concave northerly having a radius of 2,851.00 feet; thence easterly along said curve 767.34 feet through a central angle of 15°25'16"; thence North 41°20'45" West 18.21 feet to the beginning of a non -tangent curve concave northerly having a radius of 2,837.00 feet, to which point a radial line bears South 06'38'56" East; thence easterly along said curve 339.28 feet through a central angle of 06°51'08" to the beginning of a non -tangent curve concave northerly having a radius of 2,837.00 feet, to which point a -radial line bears South 14'40'09" East; thence easterly along said curve 48.35 feet through a central angle of 00°58'35" to the general easterly line of said Parcel 4; thence South 09'22'38" West 73.38 :feet along the general easterly line of said Parcel 4 to the southeasterly corner thereof and the beginning of a non -tangent curve concave northwesterly having a radius of 1,950.00 feet, to which point a radial line bears South I 8'23'16" East; thence westerly MX2PTG010501'SURVEY\LEGALSA22275_APN_Il7-270-005_117-270-013_115-060-013Tegafs\22275-2-FEE.docx 6/7/2013 Page I of "? 153 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 `>2 23 24 25 26 27 along the general southerly line of said Parcel 4 and along said curve 199.21 feet through a central angle of 05°51'11" to the most southerly comer thereof, also being a point on the northeasterly line of said Parcel 3; thence South 41'19'57" East 15.92 feet along said northeasterly line to the most easterly corner of said Parcel 3; thence along the southerly line of said Parcel 3 North. 78'58'24" West 131.00 feet to the most easterly comer of said Parcel 1, said point being the beginning of a non -tangent curve concave northerly, having a radius of 2,000.00 feet, to which point a radial line bears South 08'20'59" East; thence westerly along the southerly line of said Parcel I the following two (2) courses: 1) along said curve 581.97 feet through a central angle of 16°40'20" and 2) North 81°40'38" West 123.15 feet to the Point of Beginning. Containing 41,255 square feet. This conveyance is made for the purpose of a freeway and the Grantor hereby releases and relinquishes to the Grantee any and all abutter's rights or access, appurtenant to Grantor's remaining property, in and to said freeway. See Exhibit `B2' attached hereto and made a part hereof. The distances described. herein are grid distances and are based on California Coordinate Sy -stem of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion. is 0.99997476. 're yared under the direction of Date / 1,422PTG010501aSURVErlIGALS\22275.21,,PN221121-270-00522.1.7-270-0122115-060-0131„egais\22275-2-FEEdocx. 6/212P I a Page 2 of 2 154 PARCEL# TITLE GRANTOR AREA APN 22275-2 FEE FM_ PEARL STREET ROP 41,255 115-060-013 & 015 117-270-005 & 013 SHEET INDEX SHEET 3 NCJ 2D06-056c:')71 :FOL. : 1 POB 360 SHEET 4 SHEET 5 2227' 115-060-016 ROUTE 91 RIVERSIDE FREEWAY \\_ROUTE 91 RIVERSIDE FREEWAY C/L STATIONING LEGEND POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing (-__---) Title to State 1 ii I ; Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and sta ioAiling are and di- J eSs Divide t,y }=G?,97476 to obtain res. All distcnces dFre irl ise noted, FEE AC OUI I TION FEET 0 DATE:06-15-12 REV,: 06-07-1 200 EA: OF540 400 FA#: 600 155 PARCEL# TITLE GRANTOR A R E A A P N 22275- 2 FEE PEARL STREET pRDp' 41.255 S-0. 'r-T. 115-060-013 117 27O OO5 P-,� & 015 013 FDR. LOT :�; BLOCX 7---� S CUTH R|V�BSlDE iAND AMO �ATER �O&4��NY I "ill -,-! 9/�) pOTR. F, CL. 2 OOC. NO. 20O6- 05cl) C)| D.R. A=02051'28^ R=l76.53' L=8.8l�- S81o26'22"E 57.22' \ -- -- -- �- -- 'A=15c 25'16" R=2857.00'-- ^_' / --TT-F—|�- -- /-- N87o4O'3 N8,7`4O'38"� /2J.15' �OR. �ECT!ON 3D R�NCHO EEL �OB8AMTE k�B 1/8 PcL. / DO�. �O. 200�� -- O56569/ O.G. - 6�/66 \ ROUTE 91 RIVERSIDE FREEWAY P0B {ndico+eo point Of Beginning /r0B indico+es True Point Or Beginning (R) |ndico+co Radio! 8eoring { }rir/a to srotle | | | | iAccess Proribi+*d NOTES Cunrcllnoteo ond Leorings ore on |CCS 19831,2007.0O) Zone 6. Dlstonucm and |sto,ioning ore griu !�a+ooces. n�v|ue /oy i O' 9gBS7176 +o ob/oln groun� �is�unc�o. x|| U/n,onc�s or� fee+ un|ess o'msrw�sa noted. ROUTE 91 RIVERSIDE FREEWAY / CIL STATIONING FEE 4COUJ"S/7/0v 5O oO 115o PREPARED BY: DATE: 05-15-12 REv.'08-O7-l3 Ex: OF54O Fx4' MISTR lCT SHEET P� |�HEET NO �T�T4L �HEETS| � ^| � / 1 + � | 156 PARCEL# TITLE GRANTOR AREA APN 222(5-2 FEE PEARL STREET PROP. 41 ,z. _ . FT, 115-060-013 117-270-005 a & 015 013 FrOYM EH-Fe-TP.1.)N --"HT) RANCHO EL SDERANTP- MEI 1/ E3 o..1 ____ h- ___ ....._ A:=15825'16" LU -7 LU (J) .23 A--,16840'20" I\ 1°40'38"W 23.15' C2_2275-2 POI— 1 DOrH ND, 200(L)- 05mS.56cil 0,H, PROPOSED RIW R=285 .00' R=2000.00' EXISTING R/W/ =767.34'2r-1- L=581.97' ROUTE 9 1 RIVERSIDE FREEWAY LEGEND ROB Indicates Point Of Beginning TP03 Indicates True Point Of Beginning (R) indicates Radial Bearing (-- Title to State iilllAccess Prohibited NOTES Coordinates and becriogs arc on CCS 1933(2007.00) Zone 6. Ws -Fences and stationinc are grid distances. Divide by 0.99997476 to obtain ground distances. 411 distances are in feet unless otherwise noted. ROUTE 91 RIVERSIDE FREEWAY C/L STATIONING FEET 0 FEE ACOLliSI T iON 50 100 150 PREPARED BY: 1 REV.: 06-07-13 DATE: 06-15-12 i 1 1 1 IDISTRICTICOUNTYIROUTFI SHEET PM SHEET NO,ITOTAI SHEETS L ; t- , --f--- ---1 ' R I V I 81 1 6.9, I 5 i EA: OF540 A#: 157 PARCEL# TITLE GRANTOR AREA APN 22275- 'I -LE PEARL !FEET , OP. 41,255 . FT 115-060-013 117-270-005 & & 015 015 FOR, SFDTJON 3c) RE3IAJ, RANDHo EL SOE1RANTr it F I'D FBI J COO, NO, 200.,(,)- 05LE591 DOR, pRopp_g Lim-16°40'20" 22275-2 RES, ROU-- 365 LEGEND POB Indicates Point Of Beginning TPOB indicates True Point Of Beginning ) Indicates Radial Bearing Title to State Access Prohibited NOTES Coordinates and bearings ore on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances, Divide by 0.99997476 to obtain around distances. All distances ore in feet unless otherwise noted. 3'56' FOL- 3 m 121,Ong„ NO, 2H00%'-- 056561D„R, PC!, Fine, NO, 2006- 0591 f\-_0(6° 5"8 33 • EFOR, LOT, 12-A \--ASSmg-SOR'S MAP NO, 3J AM2 JP42-43 S06° SA '38"E (R) so8 - icJINGJ---/211 IDE 91 RIVERS D9 '3A" - _131.o0' N78°58'244 REEWA ROUTE 97 RIVERSIDE FREEWAY C/L STATIONING FEE ACOUISITION FEET C 25 5 kiMMOOMMMWMWW. 100 150 PREPARED BY: DATE: 06-15-2012 REV.: 06-07-1 1,0T"PIE lEOUNTm-POHTFI FHEET mg g, mg- ggi , I8 1 kiv D, EA: OF 540 FA#: PM mg-ggHEF T NO.1 TOT,,,,AL (94-45 E 6 49 4 158 w P4RCF1L# TITLE GRANTOR A R E A A P N 22275-2 FEE PE4RL STREET pROP. 41`255 SO. FT' ll5-UG0-Ol� O15 1>7-27O-OO5 6i 0l] m m m '/7 4 ^ T ^ & s^�� A S13o30'D3"E (R) OOD, NO, 2006- O�65�91 O.R. � -~- 7�/.0--~= ' - N78o�8'24"w ` NO j 63/6�),,� ~. - 'u / m(l ` w� POB [nUioo+ca Point Of Beglnning rpOB (ndicoteo True Point Or Beginning (R> |ndicofea Rodio| 8enring ( )Title to stote | III L*cccss Prohibited NOTES Coordinates on0 L�ooringn ore on 'CS 198](2007.00) Zcnc 6' U�u+oncea om1 a|o-Yoning ore grid u;sloncea. Dlvlcia �y 0.9999/476 +o obtoin around d'olonoeo. m| U[s�onCc3 ^rc in feet un|cns o+hcrx�ae noteu. `REP4RED BY: / l\=00058'35^ +~ R=28j7.00' L=18.35 S15o38'45"E (R) 115-060-815 o ROUT[ 9/ RIVERS/DE FREEWAY C/L STATIONING FEE xC�'U/S/OON rE2T o 25 50 /o3 |5o � DATE. 06-15-12 REv.:06-07-/ Ex: Op54O Fx#: / �HEET P� T0T4L SHEET 6.8 ^ - --� ---- 159 160 PSOMAS EXHIBIT 'Cl 2 LEGAL DESCRIPTION 3 4 Caltrans Parcel No. 22275-3 5 Permanent Wall Footing Easement 6 APN 117-270-007 7 8 In the City of Corona, County of Riverside, State of Califomia, being a portion of the 9 land described as Parcel 2 in the Quitclaim Deed recorded August 2, 2006 as Document to No. 2006-0565691 of Official Records of said County, described as follows: 11 12 Beginning at the southeasterly comer of said Parcel 2; thence North 81°40'38" West 13 212.14 feet along the general southerly line of said Parcel 2 to a point on the westerly line 14 of the land described in the Final Order of Condemnation entered September 29, 1915, in 15 Case No. 6889, Superior Court of said Riverside County, a Certified Copy thereof being 16 recorded October 4, 1915 in Book 427, Page 282 of Deeds, Records of said County; said 17 point being the beginning of a non -tangent curve concave northeasterly having a radius of 18 206.53 feet, to which point a radial line bears South 50°21'13" West; thence 19 northwesterly along said curve and said westerly line 6.96 feet through a central angle of 20 01°55'52" to the True Point of Beginning; thence North 81°26'22" West 29.38 feet to a 21 point on the general southerly line of said Parcel 2, said point being the beginning of a 22 non -tangent curve concave northeasterly having a radius of 25,00 feet, to which point a 23 radial line bears South 44°41'18" West; thence northwesterly along said curve and said 24 general southerly line 10.77 feet through a central angle of 24°40'57" to a point thereon; 25 thence South 81°26'22" East 28.54 feet to a point on said westerly line of said land 26 described in said Final Order of Condemnation, said point being the beginning of a non- 27 tangent curve concave northeasterly having a radius of 206.53 feet, to which point a 28 radial line bears South 55°24'29" West; thence southeasterly along said curve and said 29 westerly line 11.26 feet through a central angle of 03°07'25" to the True Point of 30 fling. 31 P:\2PTGO1 10/17/2012 0 SURVEY \LEGALS‘22275_APN_117-270-007\Legals122275-3-PEdocx Page 1 of 2 161 2 3 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 SOMAS Containing 235 square feet. See Exhibit `C2' attached hereto and made apart hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of Brian E. Bullock, PLS 5260 Date P:12PTG0105 10/17/2012 /e) - /7-/ URVEY\LEGALS122275AP1V_117-270- 7 \L gals\22275-3-PEdocx Page 2 of 2 162 TtTI E ESMT PARCE 22275-3 7-270-00 117..270_004 AREA 235 SO. FT. SHEET INDEX 0 . 2006-0565691 POL. SHEET 2 360 \ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY C/L STATIONING APN 117-270-007 115-060-0 6 EGEND POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) IndicoteS Radial Bearing C----) Title to State I I I (Access Prohibited NOTES Coordinates and bearings ore on CCS 1983(2007.001 Zone 6. Distances and stationing are grid distances. Divide by 0.99947476 to oatein ground distances. AII distances ore ;n feet unless otherwise noted. PREPARED By: DATE: 06-15-12 FUT 0 100 REV.: 10-17-12 PERMANENT WALL FOOTING EASEMENT 400 'OO EA: OF-540 FAxt: 600 -A ',..eritre k-e, 2,30 IDISTRICT COUNTY ROUTE SHEET PM !SHEET NO. TOTAL SHEETS Ar—J, 5,?,707 8 RIV 9 1 163 &=-:89°51•74, R:4:25.00, L'39.21' EGEND POB Indicates Point Of beginning TPOB Indicates true Point Of Beginning (R) Indicates Radial Bearing Title fa State Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997470 to obtain ground distances. Ail distances cre in feet unless otherwise noted. PREPARED BY: 3 Hutton Centre Ortse, Ste, 200 t Souto Aunt CH1;401000 9200 t t7o0021-72730700014-8883 000 19.65' N81°40'38" CURVE DATA RADIUS DELTA LENGTH 25.0 206.53' N8 rPoB 24°40'57" 03°07'2 RADIAL DATA R1 DEARING' S69°22'14"W '91 0,'L 10.77' .26' FOR, LOT COX V3 SOUTH VERS1DE LAND AND WATE7R COMPANY MS 9/' 272.1 PRo ROUTE 91 RIVERSIDE FREEWAY FEET PERkfANENT WAI_1 FOOTING EASEMENT le 20 40 60 DATE: 6-15 12 REV.: 10- 7-12 DISTRICT NTY ROUTE EA: OF540 FAn: SHEET PM SHEET NO. R "' ,9 R/ 6 TOTAL SHEETS' 164 2 3 4 5 6 SOMAS EXHIBIT `D1 LEGAL DESCRIPTION Caltrans Parcel No. 22275-4 Permanent Wall Footing Easement APN 117-270-005 & 013 7 8 In the City of Corona, County of Riverside, State of California, being a portion of the 9 land described as Parcels 1, and 2 in the Quitclaim Deed recorded August 2, 2006 as io Document No. 2006-0565691 of Official Records of said County, described as follows: 11 12 Beginning at the southeasterly comer of said Parcel 2; thence North 81°40'38" West 13 161.21 feet along the general southerly line of said Parcel 2 to a point on the easterly line 14 of the land described in the Final Order of Condemnation entered September 29, 1915, in 15 Case No. 6889, Superior Court of said Riverside County, a Certified Copy thereof being 16 recorded October 4, 1915 in Book 427, Page 282 of Deeds, Records of said County, said 17 point also being the beginning of a non -tangent curve concave northeasterly having a 18 radius of 176.53 feet, to which point a radial line bears South 37°58'42" West; thence 19 northwesterly along said curve and said easterly line 8.81 feet through a central angle of 20 02°51'28" to a point on said easterly line, said point being the True Point of Beginning; 21 thence northwesterly continuing along last said curve and said easterly line 14.10 feet 22 through a central angle of 04°34'41"; thence South 81°26'22" East 68.83 feet to the 23 beginning of a curve concave northerly having a radius of 2,843.00 feet; thence easterly 24 along said curve 759.69 feet through a central angle of 15°18'37"; thence South 25 41°19'57" East 9.71 feet to the beginning of a non -tangent curve concave northerly 26 having a radius of 2,851.00 feet, to which point a radial line bears South 06°51'38" East; 27 thence westerly along said curve 767.34 feet through a central angle of 15°25'16"; thence 28 North 8l '26'22" West 57.22 feet to the True Point of Beginning. 29 30 Containing 6,614 scinare feet 3 1 PA2PT0010501 \SURVEY\ LEG 10/9/2012 2275_APN_117-270-005 and 013 I i 5 460-013 and 015Qegals122275-4-PE.docx Page 1 of 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3; 0 AS See Exhibit 'D2' attached hereto and made a part hereof, The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of Brian E. Bullock, PLS 5260 /0 -69-1Z Date P:12PTG010501\SURVEYTEGAL5122275_,APN _1 17-270-005 and 013_115-060-013 and Oi 5 Legais122275-4-PEdocx 10/9/2012 Page 2 of 2 166 PARCE PEARL STREET PROP. SHEET INDEX SHEET 3 SHEET 4 TPOB 117-270-005 & 013 Fn. r ROUTE 91 RIVERSIDE FREEWAY \ROUTE 91 RIVERSIDE FREEWAY C✓L STATIONING EGEND POB Indicates Point 0f Beginning TPOB Indicates True Point Of Beginning' (R) Indicates Radial Bearing ) Title to State Access Prohibited NOTES Ct�orclinotes at:d bearings ore on CCS 1983(2007.00) Zane 6, Distances and inning are grid distances. Divide 997476 to obtain ground All ktances ore in feet unless otherwise noted, �t by PREPARED BY: RUT 0 PERMANENT WALL FOOTING EASEMENT 100 400 ATE:06-1 12 REV,: 70-09-12 EA: OF540 FA#: 600 167 PARCE 22275-4 PROPOSED C2 TITLE FOR, SOUTH R1V`rRS1O LAND AND I,A TER COWANY d 9 /'6 GRANTOR PEAR1 STREET PROP. TPOB C1 FOR, OJG, N0, 0565o9 1 2 4 SO.LT.1 117-270-005 & 013 S45°24'51"W{R) S40°50 1µ0"WAR N81 °401354 EXISTING R/W S37"58'42''W{R) CURVE DATA DELTA C RADIUS 02° 51 '28" 176.53 04°34'41 176.53 1 5°25'1 6", 2851.00 EGEND • POB Indicates Paint Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing J Title to State _1 Access Prohibited NOTES Ocst�rdinetes and bearings ore can O 1983(2007,00 Zane C. Distances and stationing are grin distances. Divide by 0.99997476 to obtain ground distances. All di ;trances care unless otherwnoted. PREPARED air: DATE:06-15 LENGTH 8.81' 14.10' 767.34' 16 FOR T 3 PC!, 1 DOC, NO, 200�- 031°5691 O,R, R.S. 6316.(:) '37" R-284' .00' L=75 .21 7 2: 81°a POB L1 L2 N LINE DATA BEARING 5 0'38"W DISTANCE S81°26'22"E 68.83' N81 °26'22"W 57.22' ROUTE 91 RIVERSIDE FREEWAY O _.�,.... — —�. STAT1r`IINTG ROUTE 91 RIVERSIDE FREEWAY FEET PERMANENT WALL FOi TING E -E ENT 50 10 REV.: 10-09=12 EA s OF540 FA#: SKEET PM SHEET NO 15 TOTAL SHEET 168 PARCEL# Z7275-4 TITLE ESMT GRANTOR PEARL STREET PROP. POR, 8ECT|ON 30 R�N�HO EL SOBRA0TE mg |/8 A=15025'16" N81a40'38^W 72].5' AREA 6614 SQ.FT. PROPOSED R/W R=2851.00' _ 4PK 117-270-005 & Ol] PCL. | DDC. NO, 2006- 0&�5�)9) O.R. A=16040'20" R=2000.00' EXISTING, R/ -- __�- ./ ROUTE 91 RIVERSIDE FREEWAY pOB <ndica+-s point Of Beginning rpO8 Indicates True Point 0r Beginning (R) Indicates Ronio/ oeor|oy �. }Title to State ] | | | |AcceSs prorilDi/eu � NOTES Loorm|notea ond Oyoringa ore on CCS 1983(20o7.00) 70ne 6. D7s+onces m s+ntynning qre grilg diotonces. Div/(le by o�ee997476 to obtain grounu distances. All u|atancrs ore in feet un/ess other*s no�ed. PREP«REO er: ,n . OATE.O6-15-}2 DISTRICT | 67. ,97' ROUTE 91 RIVERSIDE FREEWAY FEET 8 oS oo REV-: 10-09-12 E^' or540 UNTYIROUTE SHEET PM ---' 6.8 100 150 FA9x ( ______-__ I SHEET N0�TOT4L SHEETS! - 3 | 4 I � 169 PARCE 22275 GRANTOR 4 ESMT PC!, 1 ND ?C 9 I O. ° 40' 20„ ©' F'Ci , 3 IOC., No, 2906 05U569 1 O , R _ EXISTING R/W ROUTE 9 1 RIVERS ROUTE 91 RIVERS STATIONING LEGEND PO8 In es Paint Of beginning TP08 Indicates True Point of Beginning (R) indicates Radial Bearing ( Title to State 3 I I I I access ProtMbited NOTES .'oardinates and bearings are on CCS 1983(2007.00) Zone 6. Distances stationing are grid distances. Divide by 0.99997176 to obtain ground distances, all distances are in feet otherwise noted. n er3:r Drive, liDATE: 06- 1 5s 1 2 ,DISTRICT }ll 1— FEET FOR. [ r1T, 1 ASSESSJR' S i9> 31 ANS 17 12-43 71' PROPOSED R/W 541 ° 1 9'57"E 12.13' DE FREEWAY ©E FREE N7 AY 8'244 PERlA T WAL„L FCOT!NG EASEMENT 25 REV.: 10-09-1? ROUTE 50 100 Ex: 0E540 FA#: SHEET PM SHEET 10 TOTAL SHEET 170 PS OMAS EXHIBIT `E1' LEGAL DESCRIPTION Caltrans Parcel No. 22275-5 Temporary Access Easement APN 115-060-013, 015 and 117-270-005, 013 In the City of Corona, County of Riverside, State of California, being a portion of the land described as Parcels 1, 2, 3 and 4 in the Quitclaim Deed recorded August 2, 2006 as Document No. 2006-0565691 of Official Records of said County, described as follows: Beginning at the southeasterly corner of said Parcel 2; thence North 81°40'38" West 161.21 feet along the general southerly line of said Parcel 2 to a point on the easterly line of the land described in the Final Order of Condemnation entered September 29, 1915, in Case No. 6889, Superior Court of said Riverside County, a Certified Copy thereof being recorded October 4, 1915 in Book 427, Page 282 of Deeds, Records of said County, said point also being the beginning of a non -tangent curve concave northeasterly having a radius of 176.53 feet, to which point a radial line bears South 37°58'42" West; thence northwesterly along said curve and said easterly line 83.74 feet through a central angle of 27°10'45" to a point on said easterly line, said point being the True Point of Beginning; thence continuing northwesterly along last said curve and said easterly line 29.96 feet through a central angle of 09°43'31" to a point thereon; thence South 80°17'36" East 46.41 feet to the beginning of a curve concave northerly having a radius of 224.00 feet; thence easterly along said curve 24.60 feet through a central angle of 06°17'32"; thence South 86°35'08" East 123.46 feet to the beginning of a curve concave southerly having a radius of 1,686.00 feet; thence easterly along said curve 151.42 feet through a central angle of 05°08'45" to the beginning of a compound curve concave southerly having a radius of 500.00 feet; thence easterly along said curve 63.00 feet through a central angle of 07° 13'08"; thence South 74°13'16" East 50.63 feet to the beginning of a curve concave northerly having a radius of 350.00 feet; thence easterly along said curve 65.39 feet through a central angle of 10°42'19" to the beginning of a compound curve concave MA2PTG010501\SURVEYILEGALS\22275 APN_117-270-005 and 013_115-060-013 and 015ROSEVELLE\Legats\22275-5- Access.docx 4/22/2014 171 Page 1 of 3 PS OMAS northerly having a radius of 1,432.00 feet; thence easterly along said curve 137.16 feet through a central angle of 05°29'16" to the beginning of a compound curve concave northerly having a radius of 375.00 feet; thence easterly along said curve 169.53 feet through a central angle of 25°54'09" to the beginning of a reverse curve concave southerly having a radius of 325.00 feet; thence easterly along said curve 154.43 feet through a central angle of 27°13'30"; thence South 89°05'30" East 63.16 feet; thence South 02°32'29" West 25.01 feet; thence North 89°05'30" West 62.45 feet to the beginning of a curve concave southerly having a radius of 300.00 feet; thence westerly along said curve 142.55 feet through a central angle of 27°13'30" to the beginning of a reverse curve concave northerly having a radius of 400.00 feet; thence westerly along said curve 180.83 feet through a central angle of 25°54'09" to the beginning of a compound curve concave northerly having a radius of 1,457.00 feet; thence westerly along said curve 114.83 feet through a central angle of 04°30'56" to the beginning of a compound curve concave northerly having a radius of 400.00 feet; thence westerly along said curve 80.25 feet through a central angle of 11°29'40"; thence North 74°24'15" West 34.28 feet to the beginning of a curve concave southerly having a radius of 400.00 feet; thence westerly along said curve 35.97 feet through a central angle of 05°09'10" to the beginning of a compound curve concave southerly having a radius of 1,660.00 feet; thence westerly along said curve 203.64 feet through a central angle of 07°01'43 "; thence North 86°35'08" West 123.46 feet to the beginning of a curve concave northerly having a radius of 250.00 feet; thence westerly along said curve 27.46 feet through a central angle of 06°17'32"; thence North 80°17'36" West 31.59 feet to the True Point of Beginning. Containing 26,164 square feet. See Exhibit `E2' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. MA2PTG010501\SURVEY\LEGALS\22275 APN_117-270-005 and 013_115-060-013 and 015ROSEVILLE\Legals\22275-5- Access.docx 4/22/2014 Page 2 of 3 172 PS OMAS Prepared under the direction of r Brian E. Bullock, PLS 5260 4- z3- l4 Date MA2PTG010501\SURVEY\LEGALS\22275_APN_117-270-005 and 013_115-060-013 and 015ROSEVILLE\Legals\22275-5- Access.docx 4/22/2014 Page 3 of 3 173 174 EXHIBIT E2 PARCEL# TITLE AREA APN 22275-5 TAE 26,164 SQ. FT. 115-060-013 & 015 117-270-005 & 013 SHEET INDEX 117-270-003 117_ SHEET 3 SHEET 4 SHEET 5 2?0-004 1 w 1 SHEET E E T 2 — A ` j° &S° F° R° R, no I 11 g_3p0 1 1 5-060-016 i- v) DOD, � Q POL, 2 W 1 021 1 NO„ 2006-05656911 D,R, ,, 1 - 1 POL , J I ,`. -- N r�, ���_'�v4 117-270-006 1 3/66 I �_---_______ �,,: ..i, '`,. .. J TPOB POB ' .. ss T. 3 ., 22275- ) 365 360 ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY C/L STATIONING LEGEND POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing . ( )Title to State 1 1 1 1 1 Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 2 7 5- 5 TEMPORARY ACCESS EASEMENT distances. All distances are in feet unless otherwise noted. FEET 0 100 200 400 600 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santa (714)751n 7373/(714)54598883 (Fox) DATE:06-15-12 REV. 4:04-22-14 EA:0E540 FA#: DISTRICT COUNTYIROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 17 91 6.9 1 5 EXHIBIT E2 PARCEL# TITLE AREA APN 22275-5 TAE 26,164 SQ. FT. 115-060-013 & 015 117-270-005 & 013 1---- Li W cc (,) POR. LOT 3; CLOCK 73 SOUTH RIVERSIDE LAND POR, PCL, 2 POR , SECTION 30 AND WATER COMPANYDOC, NO, 2006- T,3S,; R,6W, Ma 7/0 0565691 0 , R , RANCHO EL SOaRANTE R2 TPOB ma 1/ cc W S86° 35'08"E 0=05° 08'45" — L 1 C3 1 23.46' R=1 686.00' L=1 51 .42' a 0 R122275- j ,� L5 C14 N 86°35'08" C-'- 123.46' 0 v > — — — — _, — _ 0 N81 ° _ W — — _ 0=07°01'43" R=1660.00' L=203.64' 1 DOC., NO, 2006- _ 0565691 O ., R ., M LL 40 38 W 1 61 .21 PROPOSED R/W `-*- °40'38"W i ti N81 EXISLU TING R/W POB 123.15' °ham �i\ ROUTE 91 RIVERSIDE FREEWAY CURVE DATA LINE DATA DELTA 'RADIUS LENGTH BEARING DISTANCE Cl 27°10'45" 176.53' 83.74' L1 S80°17136"E 46.41' C2 09°43'31" 176.53' 29.96' L5 N80°17'36"W 31.59' C3 06°17'32" 224.00' 24.60' R1 S65°09'27"W C1 4 06° 1 7'32" 250.00' 27.46' R2 S74° 52'58"W ROUTE 91 RIVERSIDE FREEWAY LEGEND C/L STATIONING POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing 9 360 ( ) Title to State I I I I 1 Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 2 7 5- 5 TEMPORARY ACCESS EASEMENT distances. All distances are in feet unless otherwise noted. ' FEET 0 25 50 100 150 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 (714)751n 73734714)54598883 (Fax) DATE:06-15-12 REV. 4:04-22-14 EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 176 91 6.9 2 5 EXHIBIT E2 PARCEL# TITLE AREA APN 22275-5 TAE 26,164 SQ. FT. 115-060-013 & 015 117-270-005 & 013 PM. SECT I ON 30 T,39.; R.6W. RANCHO PCL , 1 EL SO2RANTr DOC, NO, 2006- ma 1/8 0565691 O.R, S74° 1 3'1 6"E 50.63' —C4 C5 R,S, � //�� C6 C8 C7 ` C13 C12 �22275-5� N — 1 w — N74°24'15"k- 34.28'y — — — — — f CT-1 — — — — — — — �— — — —I C10 _ — — — — — _ C9 � w w w EXISTING R/W PROPOSED R/W = cn _ \cn LIJ w w =16°40'20" R=2000.00' L=581.97' --Lii N81 °40'38"W 123.15' ROUTE 91 RIVERSIDE FREEWAY CURVE DATA CURVE DATA DELTA RADIUS LENGTH DELTA RADIUS LENGTH C4 05°08'45" 1686.00' 151.42' C9 25°54'09" 400.00' 180.83' C5 07°13'08" 500.00' 63.00' C10 04°30'56" 1457.00' 114.83' C6 10°42'1 9" 350.00' 65.39' C1 1 1 1 °29'40" 400.00' 80.25' C7 05°29'16" 1432.00' 137.16' C12 05°09'10" 400.00' 35.97' C8 25°54'09" 375.00' 169.53' C13 07°01'43" 1660.00' 203.64' ROUTE 91 RIVERSIDE FREEWAY C/L STATIONING LEGEND POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing 363 2 ( )Title to State 1 1 1 1 1 Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 2 7 5- 5 TEMPORARY ACCESS EASEMENT distances. All distances are in feet unless otherwise noted. FEET 0 25 50 100 150 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 (714)751n 7373/(714)54598883 (Fax) DATE:06-15-12 REV. 4: 04-22-14 EA: OF540 FM*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 1/ 7 91 6.9 3 5 EXHIBIT E2 PARCEL# TITLE AREA APN 22275-5 TAE 26,164 SQ. FT. 115-060-013 & 015 117-270-005 & 013 rr)_ = (r) Li]1 o FOrrin , LLD�S r OT 1 ON �:3O J , 3S,,: R,�W, RANCHO EL SO8;-ANTr ME) 1 /0 PCL, 1 DOC, NO 200'v` 05J5W 91 O,R ° 50,109 250 R,3� 5 °00 -- R-Q 00 PROPOSED R/W —ui 69. °5AIog0°83 or, Os R,S, 53' R-2000°00 EXISTING Pei ; jJ�Ot: J�c)9 � 0. > /> r N,� `f N JJ ` N /7, R,325 _ — N FOR, LOT, 12-A ASSESSOR'S MAF � NO, / 4321 \ r�M2 1//r —43 N 13, 30" q3, ° 2 4 ° °0 " i N,L4- 013 105�` _7u.2° 2 R,300 ° DO pCI 1 DOC, NO, 200'�� 31 .00, L1°g7 v) N78°58'24"W - m N 0 0rri -73 -' FREEWAY ROUTE 91 RIVERSIDE FREEWAY Ln E- w w w w L 2 \ — R/W p=16°40,20 LINE DATA BEARING DISTANCE L2 S89°05'30"E 63.16' L4 N89°05'30"W 62.45' ROUTE 91 RIvERSIDE C/L STATIONING 1 6 LEGEND POB Indicates TPOB Indicates (R) Indicates Point Of Beginning True Point Of Beginning Radial Bearing to State Prohibited ( ) Title 1 1 1 1 1 Access NOTES FEET 2 2 2 7 5- 5 TEMPORARY ACCESS EASEMENT Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. ' 0 25 50 100 150 PREPARED BY: PSOMAS SantatAna, Calon Centre iforrniae92707 200 (714)751-7373/(714)545-8883 (Fax) DATE:06-15-12 REV. 4: 04-22-14 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 1/8 R IV 91 6. 9 4 5 EXHIBIT E2 PARCEL# TITLE AREA APN 22275-5 TAE 26,164 SQ. FT. 115-060-013 & 015 117-270-005 & 013 i � LINE DATA t 66' _- — BEARING DISTANCE .5��g Ru'26� 59 L2 S89°05'30"E 63.16' L3 S02°32'2911W 25.01' L4 N89°05'3011W 62.45' ..-- A.Ta S77°3412„E — . F. R.R. 14 88 / I i � _ L 2 ---, --- poi , 4 '-r) DOD NJ , 900 - J 0565691 0, R, � L4 1n 115-060-015 w I = i w I l� PJR , I JT , 12-r1 rn N ASSESSOR'S AP � N I NO , .31 � 6, MAE) 1 /42-43 o m R.S. ,S3lbn cn g Q2�', ) 0 PROPOSED R/WOq 0 000 L�1g e °32 �g 5 "'- A\( EW EXISTING R/W FRE E N783500 S41°19'57"E �ERSI� ° 8 24 "W 1 5.92 RD\-)oeE 91 RI 31 0 LEGEND POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) 9 ROUTE 91 RIVERSIDE FREEWAY Indicates Radial Bearing C/L STATIONING )Title to State 1 1 1 II Access Prohibited NOTES � Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain 2 2 2 // S - S TEMPORARY ACCESS EASEMENT ground distances. All distances are in feet unless otherwise noted. i' FEET 0 25 50 100 150 PREPARED BY: PSOMAS 3 Hutton Centre Ste. 200 Santa (714)751Ana, 7373/(711D4)5459 883 (Fax) DATE:06-15-12 REV. 4:04-22-12 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 1 i9 91 6.9 5 5 180 2 4 / 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3 1 EXHIBIT 'F1' LEGAL DESCRIPTION Ca trans Parcel No. 22275-6 Permanent Utility Easement APN 115-060-013 & 015 In the City of Corona, County of Riverside, State of Califomia, being a portion of the land described as Parcels 3 and 4 in the Quitclaim Deed recorded August 2, 2006 as Document No. 2006-0565691 of Official Records of said County, described as follows: Beginning at the northeasterly comer of said Parcel 4; thence along the general northerly line thereof the following two (2) courses: I) North 77°34'12" West 140.88 feet to the beginning of a curve concave northerly having a radius of 5,779.66 and 2) westerly along said curve 76.62 feet through a central angle of 00°45'34" to a point thereon; thence South 02°32'29" West 95,94 feet to the beginning of a non -tangent curve concave northerly having a radius of 2,837.00 feet, to which point a radial line bears South 09°59'54" East; thence westerly along said curve 73.33 feet through a central angle of 01'28'52" to the True Point of Beginning; thence continuing westerly along said 2,837.00 foot radius curve 14.82 feet through a central angle of 00°17'58"; thence North 39°12'38" East 32.30 feet; thence North 51°44'48" West 248.65 feet to a point on the northerly line of said Parcel 3; thence South 74°26'30" East 64.80 feet along said northerly line to a point thereon; thence South 51°44'48" East 206.79 feet; thence South 39°12'38" West 25.00 feet; thence North 51°44'48" West 7.50 feet; thence South 39°12'38" West 21.53 feet to the True Point of Beginning. Containing 6,181 square feet, See Exhibit 'F2' attached hereto and rnade a part hereof PA2PTGO 0500SUR VEYIEGALS‘22275_AFN_117-270-005 a_nd 013i 15-060-013 and 0151Lcgals \22275-6-PUE,docx Page of 2 0/9f20! 2 181 The distances described herein are grid distances and are based on California Coordinate 3 System of 1983, Zone 6, 2007,00 epoch. Ground distances may be obtained by dividing 4 grid distances by the mean combination factor of the courses being described. The mean 5 combination factor for this conversion is 0.99997476. 6 9 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 78 29 30 31 Prepared under the direction of Brian E. Bullock, PLS 5260 Date PA2PTC010501)511RVErIEGAL,S122275_APN_117-270-005 and 013_115-060-013 and 0151.LegalsX22275-6-PUE docx Page 2 of 2 0/9(20 APN -013 015 PARCEL# 22275-6 -270-003 7-270-007 TITLE PUE 1�7-270-00, PCI 2 7-270-006 GRANTOR PEARL STREET PROP. AREA SCE. FT. SHEET INDEX 200a-0565671 r rI J SHEET 2 ROUTE 91 RIVERSIDE FREEWAY \ ROUTE 97 RIVERSIDE FREEWAY C/L STATIONING EGEND . P06 [ndicates Point Of E3eyinning TPO3 Indicates True Point Of Beginning (R) Indicates Radial Bearing Title to State access Prohibited NOTES tes and bearings are on -7.00) Lone 6. Distances and ng are gri distances. Divide 747E to obtain ground stances. A! distances are in teed' otherwise noted. PARED BY: DATE: 06-15-12 .DISTRIL.T FEET PEP-A-EiUT UTILITY EASCMEN 5 183 PARCEL# !TITLE PUE EGEND PEARL STREET PROP. ndicates Point Of Beginning True Point Of Beginning Radial Bearing -) Title to State 1.1 i Access Prohibited NOTES ICoordinates and bearings are on CCS 1983(2007.00) Zane 6, ii tonce ;ing are, grid distances, Divide y 0.99997476 to obtain ground Ai! distances are j unless otherwise ncted. jPREPARED A. 6,181 SO. R2 L 4 ` R3 2 W .0©' S41 ° 1 9'57" 1 5.92' R3 R4 513°11`22"W 509°59`54"E 508°13'04"E 115-060-013 & 015 L1 L2 L4 & Sa F� Ro R. 67 59' CI r 0 BE L€NE DATA ARtNG BtSTANCE N39° 1 2'38"E 539 2'38"W N51 5 44'4 S39 1 2'38" LOT, 1 lY ��2AA - SOR S AH POB NO, 31 PCL., 4 NO. 2006- '>91 O<R, A PERMANENT UTILITY EASEMENT 32.30' 25.00' 7.50" 21 .53' 160 240 DATE: 06-15-2012 REV.: 2; 10-09-12 EA: 0F540 FA#: ! SHEET NO J TOTAL SHEETS! T I COUNTY ROUTE SHEET PM 184 PSOMAS EXHIBIT `G1 LEGAL DESCRIPTION Caltrans Parcel No. 22275-7 Temporary Construction Easement APN 117-270-007 In the City of Corona, County of Riverside, State of Califomia, being a portion of the land described as Parcel 2 in the Quitclaim Deed recorded August 2, 2006 as Document No. 2006-0565691 of Official Records of said County, described as follows: Beginning at the southeasterly corner of said Parcel 2; thence North 81°40'38" West 212.14 feet along the general southerly line of said Parcel 2 to a point on the westerly line of the land described in the Final Order of Condemnation entered September 29, 1915, in Case No. 6889, Superior Court of said Riverside County, a Certified Copy thereof being recorded October 4, 1915 in Book 427, Page 282 of Deeds, Records of said County; said point being the beginning of a non -tangent curve concave northeasterly having a radius of 206.53 feet, to which point a radial line bears South 50°21'13" West; thence northwesterly along said curve and said westerly line 18.22 feet through a central angle of 05°03'17" to the True Point of Beginning; thence North 81°26'22" West 28.54 feet to a point on said general southerly line of said Parcel 2, said point being the beginning of a non -tangent curve concave easterly having a radius of 25.00 feet, to which point a radial line bears South 69°22'14" West; thence northerly along said curve and said general southerly line 12.54 feet through a central angle of 28°44'54" to a point thereon; thence South 81°26'22" East 21.31 feet to a point on said westerly line of said land described in said Final Order of Condemnation, said point being the beginning of a non -tangent curve concave northeasterly having a radius of 206.53 feet, to which point a radial line bears South 59°49'01" West; thence southeasterly along said curve and said westerly line 15.89 feet through a central angle of 04°24'31" to the True Point of;beginning. Containing 304 square feet. PA2PTG01050 SURVEY \LEGALS\22275_APN_117-270-007Tegals',22275-7-TCE,doex Page 1 of 2 10/I7/2012 185 PSO AS 1 2 See Exhibit 'GT attached hereto and made apart hereof. 3 4 The distances described herein are grid distances and are based on California Coordinate 5 System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing 6 grid distances by the mean combination factor of the courses being described. The mean 7 combination factor for this conversion is 0.99997476. 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 epared under the direction of E. Bullock, PLS 5260 / 7 lZ Date PA2PTG010 OIVSURVEY\LEGALS;22275_APN i 17-270-007ILega 2275-7-TCE.docx Page 2 of 2 10/17/2012 186 PARCE 22275-7 7- TITLE 117-270_004 117-270-006 1°40'3 212.14 GRANTOR PEARL STREET PROP. 4 SQ. FT. SHEET INDEX DDI NO, 2006-0 t 691 O. . POL. R'8- 63/66 SHEET 2 360 ROUTE 91 RIVERSIDE FREEWAY EGEND POB Indicates Point Of Beginning TP08 Indicates True Point Of Beginning (R) Indicates Radial Bearing Title to State III I (Access Prohibited APN 117-270-007 1 -060-01 5 ROUTE 91 RIVERSIDE FREEWAY C/L STATIONING NOTES 'Coordinates and bearings are on CCS 1983(2007.001 Zone 6. Distances and stationing are grid distances. Divide ty 0.99997476 to obtain ground distances. Ali distances ore in feet unfess otherwise noteW PREPARED BY: Dui tart re Dr „te., 200 Son Ar,l, Cot 127P7 R1V „ , DATE: 06-1 DISTRICT TEMPORA Y CONSTRUCTION EASEMENT FEET 0 100 200 u -12 REV.: 10-17-12 COUNTY ROUTE 400 EA: 0F540 FA#: 600 SHEET PM r, SHEET NO. TOTAL SHEETS 187 PARCEL 22275-7 GRANTOR PEARL STREET PROP TITLE TCE 3o' LINE DATA 1\18122622- . 54' BEARING DISTANCE S81°26'22"E 21.31' LEGEND POB indicates Point Of Beginning TPOB indicates True Point Of Beginning (R) Indicates Radial Hearing Title to State Access Prohibited Cl AREA 304 SOFT. APN 117-270-007 U VE DATA RADIUS DELTA LENGTH 25.00' C2 206.5 ' .10'384 28°44'54" 0 4 ° 2 4' 3 1" RADIAL DATA BEARING S69°22'14"W R2 N81 52'51"W 559°49'01"W PGI 2 15.89' 0 T 7 3 Tl I RlVERSIOL. LAND D WATER COMPANY MS 9/,,,J 40'384 -14' P OPOSED R ROUTE 91 RIVERSIDE FREEWAY NOTES °ordinates and becrihgs are on CCS 1983(2007,00) 7one 6, Distances and stationing ore grid distances. Divide by 0.99997476 fo obtain ground distances. All distances are in feet unless otherwise noted. PREPARED Bt: -1 i-12 !DISTRICT 3 Hut/00 Centre Drive, See. 200 Sento Ann, Wiforein CO22707 phi 1 itintisiRcriiiiiisirRaut FEET 0 TEMPOPARY CONSTRUCT ION EASEMENT 0 REV,: 1 0-1 7-12 20 -10 EA! OF540 FA#: COUNTY RO LITE SHEET PM SHEET NO. co ERR 2, T— TOTAL SHEETS] 2 188 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS© AS EXHIBIT LEGAL DESCRIPTION Caltrans Parcel No. 22275-8 Temporary Construction Easement APN 117-270-005 & 013 In the City of Corona, County of Riverside, State of California, being a portion of the land described as Parcels 1 and 2 in the Quitclaim Deed recorded August 2, 2006 as Document No. 2006-0565691 of Official Records of said County, described as follows: Beginning at the southeasterly corner of said Parcel 2; thence North 81°40'38" West 161.21 feet along the general southerly line of said Parcel 2 to a point on the easterly line of the land described in the Final Order of Condemnation entered September 29, 1915, in Case No. 6889, Superior Court of said Riverside County, a Certified Copy thereof being recorded October 4, 1915 in Book 427, Page 282 of Deeds, Records of said County, said point also being the beginning of a non -tangent curve concave northeasterly having a radius of 176.53 feet, to which point a radial line bears South 37°58'42" West; thence northwesterly along said curve and said easterly line 22.91 feet through a central angle of 07°26'09" to a point on said easterly line, said point being the True Point of Beginning; thence continuing northwesterly along said easterly line and said curve 18.72 feet through a central angle of 06°04'33" to a point thereon; thence South 81°26'22" East 83.19 feet to the be: ng of a curve concave northerly having a radius of 2,831.00 feet; thence easterly along said curve 294.53 feet through a central angle of 05°57'39"; thence North 59'49'50" East 46.06 feet; thence South 74°24'15" East 73.17 feet; thence South 87°22'34" East 66.13 feet; thence South 02'37'26" West 10.98 feet to the beginning of a non -tangent curve concave northerly having a radius of 2,839,00 feet, to which point a radial line bears South 00°57'28" East; thence easterly along said curve 20.04 feet through a central angle of 00°24'16", thence North 02°37'26" East 8,02 feet to the beginning of a non -tangent curve concave northerly having a radius of 2,831.00 feet, to which point a radial line bears South 01'22'25" East, thence easterly along said curve P:\2PTC1010501 \SURVEYtLEGALS\22275_APN_ 17-270-005 and 013 J15-060-013 and 015Eegals122275-8-TCE docN Page 1 of 2 to/9(2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 "")1 22 23 24 25 26 27 28 29 30 S A 278.36 feet through a central angle of 05°38'01" to a point on the easterly line of said Parcel 1; thence South 41°19'57" East 6.07 feet along said easterly line to a point thereon, said point being the beginning of a non -tangent curve concave northerly having a radius of 2,837.00 feet, to which point a radial line bears South 07°04'21" East; thence westerly along said curve 20.99 feet through a central angle of 00°25'26"; thence South 41°21'39" East 8.50 feet to the beginning of a non -tangent curve concave northerly having a radius of 2,843.00 feet, to which point a radial line bears South 06°44'59" East; thence westerly along said curve 759.69 feet through a central angle of 15°18'37"; thence North 81°26'22" West 68.83 feet to the True Point of Beginning. Containing 11,819 square feet. See Exhibit `112' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described* The mean combination factor for this conversion is 0.99997476. Prepared under the direction of Brian E. Bullock, PLS 5260 /0 -09-/2 Date PA2PIGO 0501 \ SURVEYALEGALSA22275_APN_117-270-005 and 01 egalsQ2275-8-TCEdocx Paige 2 of 2 t 0/9,2012 190 TITLE' TCE PARCEL# 22275-8 7-270-003 SHEET 2 GRANTOR PEARL STREET PROP. AREA ,81 9 SO.F T , SHEET INDEX SHEET 3 SHEET q "9 300_021 DC , NO, 2006— 05656 9 1 i PCL, 1 TPOt,POB 360 APN 117-270-005 & 01 ) 5-060-0 ROUTE 91 RIVERSIDE FREEWAY \ROUTE 91 RIVERSIDE FREEWAY C1L STATIONING EGEND POB Indicates Point Of Eieginning TP08 Indicates True Point Of Beginning (R) Indicates Radial Bear' Title to State I I I .1 Access Prohibited NOTES Coordinotes and bearings are an CS 1983(2007rt00) Zone 6, Distances and gng are grid distances. Divide 97476 to ob'nin ground tances. All distances are in feet ss Otherwise noted. ~PARED BY: DATE:06-15w 2 FEET TEMPORARY CONS7RUEit0 _AEMENT 100 200 C.. 60e REV.: 10-09- 1 2 EA: OP540 FAn: DISTRICT 1 COUNTY ROUTE SHEET PM 1SHEET NO —TOTAL SHEETS 191 PARCEL# 22275-8 TITLE GRANTOR I TCE PEARL STREET PROP. AREA SQ.FT. APN 117-270-005 & 013 FOR, �+ SOUTH AND v� PROPOSED R S45°24'51"W(R)/ S37°58'42'W(R) CURV ELTA N 0 EXISTING ATA RADIUS ENGTH C1 07"2Ci"09' C2' 06°04'33" 176.53 176.53 22.91' 8.72' LEG_END PO8 Indicates Point Of Beginning TP08 Indicates True Point 0f Beginning (R) Indicates Radial Bearing Title to State Access Prohibited t` OTES _. Coordinates and oeorings ore on CGS 13 3(2007.00) Zone 5. Distances and PCL NO, 200i- 69I 0.R POB 7 FOR, 'SECTION ,I 0 T ,3S, j fR, 6W, RANCHO SOSRANTS me I/8 N NE DATA PCL, I N0, 200�- 2 °40'38"W BEARING DISTANCE L2 S81 °26'22"E N81 °26'22"W ROUTE 91 RIVER OE FREEWAY CAL STATIONING 360 ROUTE 91 R rE S DE FREEWAY ng are grid distances. Divide TEMPORARY rONSTRU 'HON EASEMENT 97476 to obtain ground ss -a cea Ali distances are in feet -t 0 25 50 00 150 PREPARED 5Y: pDATE: 08-15-12 REV.:10-12 EA: 0E5410 FA#: Sle, eS27;t7 DISTRICT ¢ CGi iF q . ROUTE, SHEET r SHEET NOg€ TOTAL SHEETS 192 PARCEL# 22275-8 TITLE TCE GRANTOR PEARL STREET PROP. SEOTI ON11 3:J 3S, ; RANCH.° EL SOBRAINTE IVI 2 1/3 N 59 ° 4 9' 50"E 46.06' S 2°35'59"W (R) ©=05° 57'39" R=2831.00' L=294.53' 81 °40'38" v 123.1 5' S74024,1 1 7 ' (222:75-0 R=2843.00'u \PROPOSED R/W AREA 6 0-2©„ LINE DATA FARING SO2° 37'26" NO2°37'26"E LEGEND R=2000.00` EXISTING RA/ S©.F T. ,PN 117-270-005 & 013 PCL, I NO, 10Jb- ' 1 0,R f RADIAL DATA R1 R2 R3 BEARING SOO° 57 '28"E S01°21'44"E SO1 ° 22'25"E S87°22°34"E L4 _66.1 3` C =5)31 C RVE DATA DELTA I RADIUS LENGTH 00 24'16" 2839.00' 4 05° 38'01 °' 2831 .00' 20.04' 278.36' ROUTE 91 RIVERSIDE FREEWAY POB Indicates Point 0f Beginning TPCB Indicates True Point Of Beginning (.R) Indicates Radial Bearing ) title to Stale (Access Prohibited NOTES Coordinates rind becrings are on CCS 1983(2G07.00) Zene 6, € stationing are -arid distances. 0 ty 0.99997476 to onto€n ground ices. A!! distances ore in PREPARaC c. t CATE:06-15-12 DISTRIC ROUTE 91 ,RIVERSIDE C/Lw STATIONING TEMP RAPY CvSTAJC' N EASEMENT RP ET REV.: 1 0-09- 1 2 EA: 0E540 FA#. COUNT ROUTE( SHEET' PM \SHEET NO. TOTAL SHEETS 193 PARCEL# 22275-8 TITLE TCE GRANTOR PEARL STREET PROP. PC!, I DOC, NO, ?JCS 05 9 1 ROUT EGEND POB Indicates Point Of Beginning TP08 Indicates True Point Of Beginning (R) Indicates Radial Bearing Title to State Access Prohibited NOTES L8ordirEat s and bearings are on US 1 3(20 7.00) Zane a. Distances a€ stationing are grid distances. Divide by 0.99997476 to .obtain ground distances. All distances are in feet unless the✓,vis noted. PREPARED BY: AREA 11819 SO.FT. DO C . 0665691 RivERS APN 270-005 & 013 ROUTE 91 RIVERSIDE FREEWAY /C/L STATIONING TEMPORARY CONSTRUCTION EASEMENT .DATE: 06--1 5-1 2 REV.: 1 B-09- 1 2 EA: 0E 540 SHEET PM 1 A€ : EFT NG.1TOTAL SHEETS' 194 PS OMAS EXHIBIT IV LEGAL DESCRIPTION Caltrans Parcel No. 22275-9 Fee Acquisition APN 117-270-013 In the City of Corona, County of Riverside, State of California, being a portion of the land described as Parcel 1 in the Quitclaim Deed recorded August 2, 2006 as Document No. 2006-0565691 of Official Records of said County, being described as follows: Beginning at the southeasterly corner of Parcel 2 of said deed; thence North 81 °40'38" West 161.21 feet along the general southerly line of said Parcel 2 to a point on the easterly line of the land described in the Final Order of Condemnation entered September 29, 1915, in Case No. 6889, Superior Court of said Riverside County, a Certified Copy thereof being recorded October 4, 1915 in Book 427, Page 282 of Deeds, Records of said County, said point also being the beginning of a non -tangent curve concave northeasterly having a radius of 176.53 feet, to which point a radial line bears South 37°58'42" West; thence northwesterly along said curve and said easterly line 8.81 feet through a central angle of 02°51'28"; thence South 81 °26'22" East 57.22 feet to the beginning of a curve concave northerly having a radius of 2,851.00 feet; thence easterly along said curve 718.79 feet through a central angle of 14°26'43" to a point, said point being the True Point of Beginning; thence North 04°49'37" West 9.99 feet to the beginning of a non - tangent curve concave northerly having a radius of 2,841.30 feet, to which point a radial line bears South 05°53'14" East; thence westerly along said curve 25.00 feet through a central angle of 00°30'15"; thence South 04°49'37" East 9.99 feet to a point on said 2,851.00 foot radius curve, to which point a radial line bears South 05°22'57" East; thence easterly along said curve 25.00 feet through a central angle of 00°30'09" to the True Point of Beginning. Containing 250 square feet MA2PTG010501\SURVEYTEGALS\22275_APN_117-270-005 and 013_115-060-013 and 015ROSEVILLE\Legals\22275-9- FEE.doex 4/23/2014 Page 1 of 2 195 PSOMAS The above described conveyance is made for the purpose of a freeway and the Grantor hereby releases and relinquishes to the Grantee any and all abutter's rights or access, appurtenant to Grantor's remaining property, in and to said freeway. See Exhibit `I2' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of Brian E. Bullock, PLS 5260 Date 4 -z3-/¢ MA\2PTG010501\SURVEY\LEGALS\22275_APN_117-270-005 and 013_115-060-013 and 015ROSEVILLE\Legals\22275-9- FEE.docx 4/23/2014 Page 2 of 2 196 EXHIBIT I2 PARCEL# TITLE AREA APN 22275-9 FEE 250 SO. FT. 117-270-013 SHEET INDEX 117-270-003 '-2�0_004 o SHEET 3 SHEET 4 SHEET 5 I A I- j'(XS.F I R" R. w SHEET 2 I i y 9 3p 1 1 5-060-01 6' N W v) OOC � I 2 P✓ , °-021 NO, 200n-05 )5 )9 1 I 0 , R , - N p C L, 1 �^`' �' �� �. " - ---'Iu 117-270-006 R c 1PCL' -f i 03/66 22275-9 �=;-': '`,�, --; • _ "- _ _ I 1 o 3�r POB TPOB 365 360 ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY C/L STATIONING LEGEND POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( ) Title to State 11 11 I Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 2 7 5- 9 FEE ACQUISITION distances. All distances are in feet unless otherwise noted. 1 FEET 0 100 200 400 600 PREPARED BY: PSOMAS Huttonrive, Ste. 200 Santa Ana, California 92707 (717373/(71Centre 04)545 8883 (Fax) DATE:06-15-12 REV. 4: 04-23-14 EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 197 91 6. 9 1 4 EXHIBIT I2 PARCEL# TITLE AREA APN 22275-9 FEE 250 SQ. FT. 117-270-013 ti LiI, Lu � (r) -1 cc "Q fill PROPOSED -- - c3 0 O C — I. R/W FOR, LOT SOUTH T�1Vrt�jl�r AND WATER 1V1e _ — — __ — — — — ��— --- ,-:- ct o ,-2 8L OCX 3 LAND COMPANYRANCHO 9/6 FOR, PCL , 2 DOC, NO, 7006- 0565691 0 , R ., A=02° 51 '28" R=176.53' L=8.81 ' — — — — — — S81 °26'22"E — — 57.22 — p=1 5°25'1 6" , — 0_14°26'43" N81 °40'38"W 1 61 .21 ' — R=2851 'FOR, T.,3So El OOC, 0565691 R ., S ., .00' L=71 SECTION 30 R.,6W,, SOSRANTr Mg J /O PCL I NO, 2006- O , R , — — — 63/66 L=76_7.34' _ 8.79'— — — M w w 0 / N81°40'38"W o o EXISTING R/W POB 123.15 w oco o 0 (/) N. in ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY w (/) C/L STATIONING LEGEND POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing 9 360 ) Title to State 1 1 1 1 I Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 2 7 5- 9 FEE ACQUISITION distances. All distances are in feet unless otherwise noted. 1 FEET 0 25 50 100 150 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 (714)751n 73734 7114)545-8883 (Fox) DATE: 06-15-12 REV. 4: 04-23-14 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 198 91 6.9 2 4 EXHIBIT I2 PARCEL# TITLE AREA APN 22275-9 FEE 250 SQ. FT. 117-270-013 N I— w w w N _ 15—° POR, SECTION 30 r ., 3 S ., y R ., J IJ11 RANCHO EL SUARANTr Mil 1/8 R , S , L�/6b — __.— _ T /z R=2851 .00 2-5'16—" — — — — — DOC, 05.65 PCL , 1 NO, 200�- 91 0,R, PROPOSED R/W — —� — Q=- i— w w _ J6734 —L=_ _ __ L=71 8.79' — — — — —= 0=1 4° 26'43" =16°40'20" N81 °40'38"W 123.15' ROUTE 91 2 R=2000.00' EXISTING R/W L=581.97' -- FREEWAY RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE C/L STATIONING 363 LEGEND POB Indicates Point Of TPOB Indicates True Point (R) Indicates Radial Beginning Of Beginning Bearing ( ) Title to State I I 11 I Access Prohibited NOTES FEET �/ 2 2 2 / S - 9 FEE ACQUISITION Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. ' 0 25 50 100 150 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 (714)751n 7373/(7114)545-8883 (Fax) DATE:06-15-12 REV. 4:04-23-14 EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 199 91 6.9 3 4 EXHIBIT I2 PARCEL# TITLE AREA APN 22275-9 FEE 250 SO. FT. 117-270-013 wMw � w w >JJis' Sr0T1 JN 30 RANCr10 r l SJBRANTr R'S' prL. ° 1 ..-- Doc, No, 700- -- 05b5:4391 O,R, „ -"- — OSED R /W PROP -- p=1 _4° 2_6 43 \- V 8.79 ° 4020R __ p-16 '" �� �--/ i DE o \\`_--, 1 9 / 22275 I _ _ R1 1 -- — R2 Cl - li, 111111r I- , C2 R4 718e79' " R3 TPO 1_ 0 1 4° 20 43 R=2851 \ — 6,=15 25'16'1 —� \ ____ -' 365 Po „ 3 \ DDC, NJ„ 200 - 05-" 1 0 R, '63 ' DJG, i 05-n5a71 � i — — *Mg �, illii 1 22275-9�IV TPOgL=581 °97S 000.00 Da° „E 2 20,59 I _�.J S EXISTING RAW RIVERSIDE �' — \ — _ \ �1 \ g J -j67e34�� .,- �� — ROUTE 91 RIVERSIDE \ -- \ prl , ND, l R) R°UTE QOR, L ol, As8r§SOR �NJ, �\ - -� 112-ram I S MAP 31 43 — — \ �� , 4 \ 700.6 - 0„R, < < ::10\35\18\.\020\:: FREEWAY RADIAL DATA R1 - S05°53'14"E R2 - 505°22'59"E R3 - S05°22'57"E R4 - S05° 53'06"E FREEWAY C/L STATIONING LINE DATA 9.99 E 9.99 L=25.00' p=00°30'1 5" L=25.00' p=00°30'09" LEGEND L1 - N04o49;37;;W L2 - SO4 49 37 CURVE DATA POB Indicates TPOB Indicates (R) Indicates Point Of Beginning True Point Of Beginning Radial Bearing to State Prohibited ( ) Title C1 - R=2841 .30' C2 - R=2851 .00' I I I I I Access NOTES FEET 2 2 2 7 5- 9 FEE ACQUISITION Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. ' 0 25 50 100 150 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 (714)751n 7373/(714)545-8883 (Fax) DATE:06-15-2012 REV. 4:04-23-14 EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 2C0 91 6.9 4 4 PS OMAS EXHIBIT `J1' LEGAL DESCRIPTION Caltrans Parcel No. 22275-10 Permanent Drainage Easement APN 117-270-013 In the City of Corona, County of Riverside, State of California, being a portion of the land described as Parcel 1 in the Quitclaim Deed recorded August 2, 2006 as Document No. 2006-0565691 of Official Records of said County, being described as follows: Beginning at the southeasterly corner of Parcel 2 of said deed; thence North 81 °40'38" West 161.21 feet along the general southerly line of said Parcel 2 to a point on the easterly line of the land described in the Final Order of Condemnation entered September 29, 1915, in Case No. 6889, Superior Court of said Riverside County, a Certified Copy thereof being recorded October 4, 1915 in Book 427, Page 282 of Deeds, Records of said County, said point also being the beginning of a non -tangent curve concave northeasterly having a radius of 176.53 feet, to which point a radial line bears South 37°58'42" West; thence northwesterly along said curve and said easterly line 8.81 feet through a central angle of 02°51'28"; thence South 81 °26'22" East 57.22 feet to the beginning of a curve concave northerly having a radius of 2,851.00 feet; thence easterly along said curve 718.79 feet through a central angle of 14°26'43" to a point, said point being the True Point of Beginning; thence easterly continuing along last said curve 48.55 feet through a central angle of 00°58'32"; thence North 41 °20'45" West 12.13 feet to a point, said point being the beginning of a non -tangent curve concave northerly having a radius of 2,841.30 feet, to which point a radial line bears South 06°43'13" East; thence westerly along said curve 41.32 feet through a central angle of 00°50'00"; thence South 04°49'37" East 9.99 feet to the True Point of Beginning. Containing 449 square feet. MA2PTG010501\SURVEY\LEGALS\22275_APN_117-270-005 and 013_115-060-013 and 015ROSEVILLE\Legals\22275-10- PDE. docx 4/23/2014 Page 1 of 2 201 PS OMAS See Exhibit `.12' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of Brian E. Bullock, PLS 5260 Date 4 - f3 -/4 NI: \2PTG010501\SURVEY\LEGALS\22275_APN_117-270-005 and 013_115-060-013 and 015ROSEVILLE\Legals\22275-10- PDE. docx 4/23/2014 Page 2 of 2 202 EXHIBIT J2 PARCEL# TITLE AREA A P N 22275-10 ESMT 449 SO. FT. 117-270-013 SHEET INDEX 117-270-003 / ,to-0p4 o SHEET 3 SHEET 4 A`j-�s.F R` R, w SHEET 2 9- >> 3p0 1 1 5-060-01 6 � IV) DOC, P, 2 J crR,s 021 NO, 200t-05b5b911 0,R, ss FO, I ..` _ - 17.1 117-270-006 03/66 1►2275-10 - _- -;�--- -------------- - _ --- ; -- — �rnTr,r -- -r --- _- --'--- - - - ' -------- -i--- - <:� _ -------- - ----_=w--=.��.--: ' ! J , nrn i —1 0 3/ POB 365 360 ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY C/L STATIONING LEGEND POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( -) Title to State 1 1 1 1 1 Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 2 7 5- PERMANENT DRAINAGE 1 0 EASEMENT distances. All distances are in feet unless otherwise noted. FEET 0 100 200 400 600 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santa (714)751n 73734714)545g8883 (Fax) DATE:02-10-14 REV.: 04-23-14 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 2 D 3 91 6.9 1 4 EXHIBIT J2 PARCEL# TITLE AREA APN 22275-10 ESMT 449 SQ. FT. 117-270-013 1--- W ct 1--- v) J Cc Q Lu PROPOSED FOR, LOT SOUTH R1VrRS1Dr AND WATER r 1V18 _ — _ -� OOP — — — — b. _�—i.� �-� R/W o 3; SL OOK 13 LAND COMPANY )/� FOR, PCL, 2 DOC, NO, 7006- 0565691 D ., R 0=02°51'28" R=176.53' L=8.81' S81 °26'22"E _ — 57.22 — A=15°2516" — — 0=1 4 A — N81 °40'38"W 1 61 .21' ° 26'4 3" — — FOR, SECTION 30 _r „�S � ; R , �I,11, RANCHO EL SOSRANT MEI 1 /8 PCL, 1 — DOC, NO 7006- 05n51-)91 0 , R , R.,S., .63/�6 R=2851 .00' L=767.34' — , L=718.79' N81°40'38"W M w w _ 0 o EXISTING R/W POB 123.15' w °q `n , o 0 (,) � M ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY cn C/L STATIONING LEGEND POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing 9 360 ( ) Title to State 1 1 1 1 1 Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 2 7 5_ 1 PERMANENT DRAINAGE 0 EASEMENT distances. All distances are in feet unless otherwise noted. FEET 0 25 50 100 150 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 (714)751n 7373/(714)545-8883 (Fax) DATE:02-10-14 REV. : 04-23-14 EA OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 2 04 91 6.9 2 4 EXHIBIT J2 PARCEL# TITLE AREA APN 22275-10 ESMT 449 SQ. FT. 117-270-013 N I— w w w 0=15°25'16" POR , SECTION 30 T „3S ; R , 6 lill , RANCHO EL SOSRANTr M8 1 /8 R ., S ., — ,— T z � R=2851.00_ — — — — — — 63/66 -_— �— — R=2000.00' EXISTING DOC, 0565691 PCL, 1 NO 2006- 0, R, PROPOSED R/W _— - -- -- _ = v 1— w w cn w — — R/W — — jL=767_34 — — — L=71 8.79' — — — — — 0=14°26'43" =16°40'20" ROUTE 91 2 N81 °40'38"W 123.15' L=581.97' FREEWAY -- RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE C/L STATIONING 363 LEGEND POB Indicates Point Of TPOB Indicates True Point (R) Indicates Radial Beginning Of Beginning Bearing ( ) Title to State 1 1 1 1 1 Access Prohibited NOTES FEET �/ 2 2 2 / S- 1 0 PERMANENT DRAINAGE EASEMENT Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0,99997476 to obtain ground distances. All distances are in feet unless otherwise noted. 1 0 25 50 100 150 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 (714)751n 73734 714)545-8883 (Fax) DATE:02-10-14 REV. : 04-23-14 EA:OF540 FM*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 2 C 5 91 6.9 3 4 EXHIBIT J2 PARCEL# TITLE AREA APN 22275-10 ESMT 449 SO. FT. 117-270-013 rn w Li 0 W W cn FCf�., Sr C r1 CN .JJ FOR, SE' 1 ., 3So; f`;., �fJ' llll� ;�r1NCH0 rL SO8RANTr R A/18 1/2 PC I_ , 1 / CCC, NO., 7006- i 0565691 C , R , , � � _ � / PROPOSED RPN � / _ _41. _ R=2851 p=1 5° 25 1 6! ° 2 6 43, L=T18�TTPOB 0=1 4 ° R=2pp0.00 __ 0=16 40 20 J-, / DETAIL \\EXIST 1 30 / 22275-10 _ i _ i — _ TPOB RQ / vs - / 79' R1 / 6_14°26 °, pp p1525, I�R2g51p-- �-- 365 PCL 3 \ �� �/ D0565691 0,R, � S 63 / / , � i 0' / / DOC, / 0565691 � / / _ 3q- — ►- 7 . . —� _ _ sp6° /222 75-10 =581 -97 ° p 5g„E I spg 2 � Riw IN RIVERSIDE \____ � RIVE — -- _ R3 _ C2 �L1 ,. \ C1 R2 _/ 4 —T18.3T6T3 L 6 ROUTE 91 RIVERSIDE \ i \ -- ' PGL , NO, 51 0 ) R��TE UR I_JT r� JCi�.3l , rl� Al\/1. 1 /-f �\ � \ , 11 -A All;�fr' it �1� � f3 �- N/ / \ \ \ \ \ 24, A 4N 7006- 0 R / / (\ 38„E (R) \ 131. N78°58 FREEWAY RADIAL DATA R1 - S05°53'06"E R2 - S06° 51 R3 _ S06°43'13"E R4 S05°53'14"E FREEWAY '38"E C/L STATIONING LINE DATA W 1 2.1 3 E 9.99 L=48.55' 0=00°58/32" L=41 .32' 0=00°50'00H LEGEND L1 - N41 020 45 L2 - SO4 49 37 CURVE DATA POB Indicates TPOB Indicates (R) Indicates Point Of Beginning True Point Of Beginning Radial Bearing to State Prohibited C1 - R=2851 .00' C2 - R=2841 .30' ( -) Title I I I I I Access NOTES FEET 2 2 2 7 5- 1 0 PERMANENT DRAINAGE EASEMENT Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. ' 0 25 50 100 150 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 (714)751n 7373/(7014)545-8883 (Fax) DATE:02-10-14 REV. : 04-23-14 EA:OF540 FM*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 2C6 91 6.9 4 4 PS OMAS EXHIBIT `Kl' LEGAL DESCRIPTION Caltrans Parcel No. 22275-11 Temporary Construction Easement APN 115-060-015 In the City of Corona, County of Riverside, State of California, being a portion of the land described as Parcel 4 in the Quitclaim Deed recorded August 2, 2006 as Document No. 2006-0565691 of Official Records of said County, described as follows: Beginning at the southeasterly corner of said Parcel 4; thence North 09°22'38" East 73.38 feet along the general easterly line of said parcel to a point thereon, said point being the True Point of Beginning; said point also being the beginning of a non -tangent curve concave northerly having a radius of 2,837.00 feet, to which point a radial line bears South 15°38'45" East; thence westerly along said curve 48.35 feet through a central angle of 00°58'35" to a point, said point being the beginning of a non -tangent curve concave northerly having a radius of 2,837.00 feet, to which point a radial line bears South 13°30'03" East; thence westerly along said curve 173.43 feet through a central angle of 03°30'10"; thence North 02°32'29" East 95.94 feet to a point on the general northerly line of said Parcel 4, said point being the beginning of a non -tangent curve concave northerly having a radius of 5,779.66 feet, to which point a radial line bears South 13°11'22" West; thence easterly along said general northerly line the following two (2) courses: 1) along said curve 76.62 feet through a central angle of 00°45'34" and 2) South 77°34'12" East 140.88 feet to the most easterly corner of said Parcel 4; thence South 09°22'38" West 0.59 feet along said general easterly line to the True Point of Beginning. Containing 10,698 square feet. MA2PTG010501\SURVEI'\LEGALS\22275_APN_117-270-005 and 013_115-060-013 and 015ROSEVILLE\Legals\22275-11- TCE.docx 4/23/2014 Page 1 of 2 207 PS OMAS See Exhibit `1(2' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of Brian E. Bullock, PLS 5260 .-2,?•/4 Date MA\2PTG010501\SURVEY\LEGALS\22275_APN_117-270-005 and 013_115-060-013 and 015ROSEVILLE\Legals\22275-11- TCE.docx 4/23/2014 Page 2 of 2 208 EXHIBIT K2 PARCEL# TITLE AREA APN 22275-11 TCE 10,698 SOFT. 115-060-015 SHEET INDEX 117-270-003 1/7-270 004 oti SHEET 2 To �So F O Re R' NN 1�i1 1 7 9 300 1 1 5-060-01 6 N � 30C, cc PCI , 2 Q W 021 NO 00 —05 5- 9J 0,R, PCL, 1 �., . -n' ` '-CI R ` ` ,� ., r __- _ —_ nr "; __-----_ ______-______________ ::_, (;� -" �P 0 g POB 365 360 ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY C/L STATIONING LEGEND POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( ) Title to State 1 1 1 1 1 Access Prohibited NOTES �/ Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 1 2 2 2 / S- 1 TEMPORARY CONSTRUCTION 1 1 EASEMENT distances. All distances are in feet unless otherwise noted. FEET 0 100 200 400 600 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 (714)7Ana, 1n 7373/(714)545g8883 (Fax) DATE:06-15-12 REV. 5: 04-23-14 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 2C9 91 6.9 1 2 EXHIBIT K2 PARCEL# TITLE AREA APN 22275-11 TCE 10,698 SOFT. 115-060-015 CURVE DATA DELTA RADIUS LENGTH 119-30p_p21 C6 00°58'35" 2837.00' 48.35' CC A. T ° S.F. R.R. p��l =02°39 �R" F?_577g 66 " Ao p°� ��PZL 267.5g,° �A � � � S C 0* 034 2 DEL � 4°53q„ 77 1 E 140°88, i ° \ S15 3845"E (R ) _ m ;fc�0 S13°30'03"E (R-IN) N N Q C\f ' )C� t� c\i? . 0 ,�� �ir>> 22275-11 CC w ° CP'I 6c) 0� , ice. co �> �P 11 5-060-01 5 � LiJ = cn w � o 0� 0 , A"E ) A3 in °, N zSo°059 5 p" L�1�3° �'�r� �T 1 ��r1 �'�a, �--- 03° 30 g37 poo A .: SS._M G l AF) 0 i � � Al p= R,2 NO, 31 z �S770 R/w r11�/Ja 1 /,f2-,i` / -- 140.88 E \ in PpS0 PRO R,S, pA'' lRl 2 32 „ R,1 g5 S ° IAA D�0 Iw R .D 3/bn 2A �9°�° / 0.59 o °oo �- P 0� i P 08 . -co I E lRl C6 m cv °23'1 i 5``F- m In cv I g 0 aA `1 n.'�° S \ S\ 5 3 R rn I o \ DETAIL �/ 1S�ZNC EX 1=5 i i - 131.00' s DE �--, N78°58,244 76:5770 ERSI ° 9c' /9 S,% R I F U-� E F REEW A � o RO 3 LEGEND POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ROUTE 91 RIVERSIDE FREEWAY ( ) Title to State C/L STATIONING I I I I I Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 2 7 5- TEMPORARY CONSTRUCTION 1 1 EASEMENT distances. All distances are in feet unless otherwise noted. ' FEET 0 25 50 100 150 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santa (714)751n 7California 92707 373/(714)545-M33 (Fax) DATE:06-15-12 REV. 5: 04-23-14 EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 2 1 R I V D 91 6. 9 2 2 Pearl Street Properties, LLC 117-270-005, 117-270-013 115-060-013, 115-060-015 FEE 250 SF PDE (DRAT NAGE) 449 SF TAE (TEMPORARY ACCESS) 26,164 SF TCE (TEMPORARY CONSTRUCT! ON) 10,698 SF 211 LAW OFFICES GREENBERG, WHITCOMBE, TAKEUCHI, GIBSON & GRAYVER, LLP RICHARD C. GREENBERG JOHN D. WHITCOMBE$ DERRICK K. TAKEUCHI MICHAEL I. GIBSON LEONARD GRAYVER SAMANTHA F. LAMBERG MICHAEL J. WEINBERGER JOEL L. BENAVIDES AARON M. LAVINE $Also Member of District of Columbia Bar VIA E-MAIL & U.S. MAIL 21515 HAWTHORNE BOULEVARD, SUITE 450 TORRANCE, CALIFORNIA 90503-6531 (310)540-2000 FAX (310) 540-6609 • (310) 316-0505 E-MAIL: GWTLLP@GWTLLP.COM September 9, 2014 Members of the Board of the Riverside County Transportation Commission c/o Jennifer Harmon, Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3fd Floor Riverside, CA 92501 Re: Taking of portions of Corona Towne Center Dear Board Members: MICHAEL E.ADLER• PATRICIA M. BAKST• 'OF COUNSEL SENDERS E-MAIL RGREENBERG@G WTLLP.COM OUR FILE 100-2701 This firm represents Corona Towne Center, LLC ("CTC"), the property owner of the Corona Towne Center ("Center") property located on Lincoln Boulevard. CTC requests that this letter be made part of the administrative record on this matter. CTC has informed Riverside County Transportation Commission ("RCTC") staff of its concerns and objections relating to RCTC's proposed project and takings from the Center. CTC's concerns have not been met. While CTC understands the RCTC and Caltrans mission to widen the 91-Freeway, RCTC and Caltrans have not taken reasonable measures in planning to minimize the adverse economic impact on the Center. As the project has been designed, the Center is not viable in the after condition. Prior to the proposed project, the Center was developed and configured to be accessed from Lincoln. Four entry points and four drive aisles from Lincoln led into the center. The parking and access adequately served the anchor tenants as well as the entire center; however, there was no surplus parking. Parking spaces behind the Cardenas Market are not used by patrons. In the proposed "after condition" the remaining buildings will still be oriented towards Lincoln while the RCTC project proposes to provide primary access from a new side road -- 2"d Street. The Center will effectively have egress to Lincoln that is not workable. The queuing to the one driveway LAW OFFICES GREENBERG, WHITCOMBE, TAKEUCHI, GIBSON & GRAYVER, LLP Members of the Board of the Riverside County Transportation Commission September 9, 2014 Page 2 slated to remain in its entirety will result in a bottleneck that would be impassable. Since the last RCTC meeting, RCTC has proposed a minor modification to the project, to include an additional access point to Lincoln. While this change does provide an additional access point to Lincoln, the driveway is limited as it only allows for a right -turn in and a right -turn out. This means that this driveway will only allow entrance to the Center to vehicles travelling north on Lincoln -- vehicles that would have to pass the other Lincoln access point before reaching this additional entrance. The driveway would likewise only allow exit to Lincoln for vehicles that wish to continue travelling north on Lincoln. Yet, the majority of the customers coming to the subject property come from the south. This additional driveway does nothing to help the majority of the traffic to the subject property. We have been advised that the perceived constraints by the RCTC preclude any further modification of the planned project to mitigate CTC's concerns and damage to the Center. We want to leave no misapprehension about the fact that the proposed design does not minimize damage to the Center. Similarly, we want to make it abundantly clear that CTC does not agree that the RCTC-proposed site reconfiguration is the appropriate reconfiguration of the site. The RCTC-proposed site reconfiguration is not suitable or desirable for CTC. Such site reconfiguration only addresses one issue -- parking. However, it fails to address the deeply flawed egress and circulation, nor does it take into consideration that the remaining parking includes 80 spaces of virtually no utility as the Center will now be configured. Neither does it address the key fact that the buildings are no longer oriented towards the main access points/frontage. This property would not have been developed, built or redeveloped, nor would any knowledgeable buyer even consider purchasing the Center as it is outlined in the RCTC-proposed site reconfiguration. Very truly yours, Richard C. Greenberg for the firm RCG/rsc ANGELO J. PALM ROBERT F. WALD ALAN H. WIENER• MICHAEL J. GREENE. DENNIS W. GHAN• DAVID D. PARR* CHARLES H. KANTER• PATRICK A. HENNESSEY DON FISHER GREGORY N. WEILER WARREN A. WILLIAMS JOHN R. LISTER MICHAEL H. LEIFER SCOTT R. CARPENTER RICHARD A. SALUS NORMAN J. RODICH RONALD M. COLE MICHAEL L. D'ANGELO STEPHEN A. SCHECK DONNA L. SNOW w W W PALMIERI, TYLER, WIENER, WILHELM &WALDRON IERI (1928-1998) RON (1927-1998) RYAN M. EASTER ELISE M. KERN MELISA R. PEREZ MICHAEL I. KEHOE CHADWICK C. BUNCH ANISH J. BANKER RYAN M. PRAGER BLAINE M. SEARLE ERIN BALSARA NADERI CANDICE L. LEE ERICA M. SOROSKY MICHAEL P. BURNS JOSHUA J. MARX ERIN K. OYAMA STEVEN R. GUESS KATHERINE M. HARRISON BRIAN GLICKLIN MICHAEL C. CHO, OF COUNSEL ROBERT C. IHRKE, OF COUNSEL JAMES E. WILHELM, OF COUNSEL DENNIS G. TYLER•, RETIRED •A PROFESSIONAL CORPORATION VIA E-MAIL & U.S. MAIL 2603 MAIN STREET EAST TOWER — SUITE 1300 IRVINE, CALIFORNIA 92614-4281 (949) 851-9400 www. ptwww.com September 4, 2014 Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, CA 92501 _ ij;'e S -5 P.O. BOX 19712 IRVINE, CA 92623-9712 WRITER'S DIRECT DIAL NUMBER (949)851-7294 WRITER'S DIRECT FACSIMILE NUMBER (949)825-5412 FIRM'S DIRECT FACSIMILE NUMBERS (949) 851-1554 (949)757-1225 mleifer©ptwww.com REFER TO FILE NO. 36964-000 Re: Corona Towne Center, LLC - Parcel No. 22218-1; 22218-2; 22218- 3; 22218-4; 22218-5; 22218-6; 22218-7; 22218-8 Our Clients: Cardenas Markets Dear Clerk: This office represents Cardenas Markets, the anchor tenant of Corona Towne Center, LLC. The purpose of this letter is to notify the Riverside County Transportation Commission that Cardenas Markets intends to appear and be heard at the Resolution of Necessity hearing scheduled for September 10, 2014. cc: Client 1304085.1 ANGELO J. PALM ROBERT F. WALD ALAN H. WIENER* MICHAEL J. GREENE* DENNIS W. GHAN' DAVID D. PARR' CHARLES H. KANTER* PATRICK A. HENNESSEY DON FISHER GREGORY N. WEILER WARREN A. WILLIAMS JOHN R. LISTER MICHAEL H. LEIFER SCOTT R. CARPENTER RICHARD A. SALUS NORMAN J. RODICH RONALD M. COLE MICHAEL L. D'ANGELO STEPHEN A. SCHECK DONNA L. SNOW W W W PALMIERI, TYLER, WIENER, WILHELM &WALDRON; IERI (1926-1998) RON (1927-1998) RYAN M. EASTER ELISE M. KERN MELISA R. PEREZ MICHAEL I. KEHOE CHADWICK C. BUNCH ANISH J. BANKER RYAN M. PRAGER BLAINE M. SEARLE ERIN BALSARA NADERI CANDICE L. LEE ERICA M. SOROSKY MICHAEL P. BURNS JOSHUA J. MARX ERIN K. OYAMA STEVEN R. GUESS KATHERINE M. HARRISON BRIAN GLICKLIN MICHAEL C. CHO, OF COUNSEL ROBERT C. IHRKE, OF COUNSEL JAMES E. WILHELM. OF COUNSEL DENNIS G. TYLER*, RETIRED 'A PROFESSIONAL CORPORATION VIA E-MAIL & U.S. MAIL 2603 MAIN STREET EAST TOWER — SUITE 1300 IRVINE, CALIFORNIA 92614-4281 (949) 851-9400 www.ptwww.com September 9, 2014 Members of the Board of the Riverside County Transportation Commission c/o Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, CA 92501 Re: P.O. BOX 19712 IRVINE, CA 92623-9712 WRITER'S DIRECT DIAL NUMBER (949) 851-7294 WRITER'S DIRECT FACSIMILE NUMBER (949)825-5412 FIRM'S DIRECT FACSIMILE NUMBERS (949)851-1554 (949)757-1225 mleifer@ptwww.com REFER TO FILE NO. 36964-000 Taking of portions of Cardenas Markets' business location at Corona Towne Center; Proposed Resolution of Necessity No. 14- 022 Dear Board Members: Cardenas Markets ("Cardenas"), is the anchor tenant of the Corona Towne Center retail center located on Lincoln Boulevard. Cardenas requests that this letter and its enclosures be made part of the administrative record on this matter. This letter follows the June 10, 2014 and July 8, 2014 letters to the RCTC Board and enclosures as included in the administrative record on this matter, as well as RCTC's entire file to be included in the administrative record on this matter, as it relates to this property, including, but not limited to, internal communications, reports, notes, correspondence and any submittals or communications with the City of Corona (much of which has not been produced to the property owner or this stakeholder). 1310507.3 PALMIERI, TYLER, WIENER, WILHELM &WALDRON Jennifer Harmon September 9, 2014 Page 2 This matter came before this Board on June 11, 2014 for consideration of adoption of a resolution of necessity to authorize takings from Corona Towne Center. The Board did not adopt the resolution of necessity and the matter was continued to the next Commission meeting --July 9, 2014. At the July 9, 2014 meeting, at the request of RCTC Staff, the matter was continued to the Commission's September 2014 meeting. At the June 11, 2014 Commission meeting, the first one, this Board directed staff to sit down and meet with Cardenas (and the property owner) to discuss the Cardenas - proposed reconfiguration plan and the obvious concerns by the Board, the property owner and Cardenas relating to the proposed project --which necessitates the reconfiguration of the subject property. Staff has not worked with the property owner and Cardenas to discuss site reconfiguration and the other impacts of the proposed takings and project. Since the June 11, 2014 meeting, Cardenas has been attempting to start a dialogue and meet with RCTC staff. (See Ex. 1.) Cardenas did not receive any meaningful official response from RCTC staff. RCTC staff has not officially offered any comments to the Cardenas proposed reconfiguration plan. Basically, it is ignoring the reconfiguration plan as its official position. Later, Cardenas learned that instead of working with Cardenas and Corona Towne Center property owner, RCTC staff covertly sought to obtain approval for a right/in- right/out only driveway on Lincoln. Staff supposedly obtained agreement by the City of Corona for the right/in-right/out driveway. Staff held a meeting with the property owner and Cardenas on August 28, 2014. At the meeting, Staff was asked to provide the documentation, if any, and analysis, if any, for the very recent site reconfiguration change. Staff did not have any of the documentation at the meeting that staff called for the purpose. Staff has not provided the documentation or analysis for the driveway to date. That was the only reconfiguration change proposed. Despite repeated requests by Cardenas, RCTC staff has not addressed the Cardenas -proposed site reconfiguration. RCTC staff has not addressed the very real concerns of the property owner and its anchor tenant, Cardenas, relating to the whole host of impacts caused by the RCTC proposed takings and project. 1310507.3 PALMIERI, TYLER, WIENER, WILHELM &WALDRON Jennifer Harmon September 9, 2014 Page 3 As Cardenas explained at the June 11, 2014 Commission meeting, the RCTC project will leave a center that was developed and oriented towards Lincoln having primary access from a new side road--2nd Street. Corona Towne Center will be turned on its side. Yet, RCTC staff has been unwilling to discuss the severe impact that will be caused to Corona Towne Center that will require reconfiguration of the buildings. The self-serving "re -design" conducted by RCTC staff to add a limited driveway from Lincoln does little to address the concerns of Cardenas or the property owner as it expressed at the late August meeting with RCTC staff. Despite this Board's direction, staff has not officially commented on Cardenas' proposed site reconfiguration. Instead, staff (and the revised appraisal report and precondemnation offer) are officially ignoring the Cardenas -proposed reconfiguration. At a prior meeting, staff conceded that these are the biggest takes on the biggest property in the widening project. Why then, did staff wait to address this property at the "end" --when staff claims that it is too late to make substantive changes to the project? Common sense dictates that the bigger issues are dealt with first. This Board directed staff to address the problems its project was causing to the center and Cardenas. Essentially, staffs official position is that it is refusing to address the Cardenas - proposed site reconfiguration. Despite being obligated to do so and promising to do so, staff has not even provided the data demonstrating how, at this late date, it could add a driveway apron as "reconfiguration," but, it cannot address the reconfiguration that is actually required. The revised appraisal is invalid. The revised appraisal argues that there is no need for reconfiguration. Its invalidity is confirmed by staffs conduct --even though staffs conduct to reconfigure is inadequate. By directing staff to address the Cardenas -proposed reconfiguration plan, this Board agrees that the RCTC appraisal's conclusion is invalid. 1310507.3 PALMIERI, TYLER, WIENER, WILHELM &WALDRON Jennifer Harmon September 9, 2014 Page 4 Hunt Enterprises, and an appraiser on its behalf, determined that the RCTC appraiser's conclusion is invalid. Cardenas, the largest stakeholder at the property, does not agree with the RCTC appraiser's conclusion. Staffs conduct in adding a driveway underscores the need to reconfigure the center. Therefore, the real parties in interest all agree that reconfiguration is necessary. Yet, the appraisal asserts that it is not. Therefore, it is invalid. Cardenas anticipates that RCTC staff and legal counsel will argue that this argument is simply a "compensation issue." However, this Board is required to make findings before adopting a resolution of necessity. One such finding is that an offer based upon a valid appraisal was made. Here, the appraisal is invalid, thus this Board cannot make that required finding. Another finding this Board is required to make is that the proposed project is planned or located in the manner that will be most compatible with the greatest public good and least private injury. Here, where all real parties in interest agree that reconfiguration is necessary yet none is provided, this Board cannot make that required finding. Cardenas reasserts its objections to the proposed resolution of necessity. Cardenas maintains and reasserts all of the objections it made in advance of and at the June 10, 2014 Commission meeting. Cardenas incorporates herein by this reference its objections made in its June 10, 2014 letter to the Board (Ex. 2), including but not limited to: • The RCTC-proposed mitigation and reconfiguration of the site should not be part of the RCTC public project and should not be approved as part of the Resolution of Necessity. The RCTC-proposed mitigation and reconfiguration is not suitable or desirable for Cardenas Markets. • The project has not been located or planned in a manner compatible with the greatest public good and least private injury. 1310507.3 PALMIERI, TYLER, WIENER, WILHELM &WALDRON n Jennifer Harmon September 9, 2014 Page 5 • Section 7 of the proposed resolution is an invalid delegation of legislative authority. It violates Cardenas' rights to substantive and procedural due process. If adopted as proposed, the resolution is void. • RCTC is incapable of conducting a fair, legal and impartial hearing on the proposed adoption of the resolution of necessity. RCTC staff has left this large significant taking as one of the last to be brought to the RCTC Board for consideration. Cardenas believes the timing was strategic on RCTC staffs part such that staff will claim no further changes to the project in terms of time or the nature of the project. RCTC staffs purposeful delay on bringing this significant taking to the Board was an effort to avoid really dealing with the concerns of the property owner and its anchor tenant. Staff officially and inappropriately ignored this Board's direction to meet with Cardenas and provide comments relating to the Cardenas -proposed site reconfiguration. For all of the foregoing reasons, the reasons set forth in Cardenas' prior objection letters dated June 10, 2014 and July 8, 2014, Cardenas requests that this Board not adopt any resolution of necessity authorizing takings from the Corona Towne Center. Very truly yours, MHL:mp Enclosures Exhibit 1: July 8, 2014 letter to RCTC Board with enclosures Exhibit 2: June 10, 2014 letter to RCTC Board (without enclosures) cc: Client 1310507.3 EXHIBIT 1 ANOELO J. PALMIERI (1920-1990) ROBERT F WALDRON (1927.1991) ALAN N WIENER' MICNAEL J GREENE* DENNIS W OMAN' DAVID D. PARR' CHARLES M KANTER' PATRICK A NENNESSEY DON FFSNER GREGORY N. WEILER WARREN A. WILLIAMS JONN R LISTER MICNAEL M LEIFER SCOTT R. CARPENTER RICHARD A SALUS NORMAN J RODICM RONALD M COLE MICNAEL L. D ANOELO STEPNEN A SCMECK DONNA L. SNOW W PALMIERI, TYLER, WIENER. WILHEL.M & WALDRON RYAN M EASTER EL/SE M KERN MEL1SA R PEREZ MICNAEL 1 KENOE CHADWICK C. BUNCH ANISM J. BANKER RYAN M PRAOER BLAINE M SEARLE ERIN BALSARA NADERI CANDICE L. LEE ERICA M SOROSKY MICNAEL P. BURNS JOSMUA J. MARX ERIN K OYAMA. STEVEN R. GUESS KATHERINE M HARRISON BRIAN OLICKLIN MICNAEL C. CMO, OF COUNSEL ROBERT C. IMRKE, OF COUNSEL JAMES E WILHELM. OF COUNSEL DENNIS O. TYLER', RETIRED 2603 MAIN STREET EAST TOWER — SUITE 1300 IRVINE, CALIFORNIA 92614-4281 (949) 851-9400 www. ptwwW . CO m July 8, 2014 VIA E-MAIL & U.S. MAIL Members of the Board of the Riverside County Transportation Commission c/o Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, CA 92501 P.O. BOX 19712 IRVINE. CA 92823-9712 WRITER'S DIRECT DIAL NUMBER (949) 851-7294 WRITER'S DIRECT FACSIMILE NUMBER (949) 825.5412 FIRM'S DIRECT FACSIMILE NUMBERS (949) B51-1554 (949) 757.1225 mleiler®plwww. com REFER TO FILE NO. 36964-000 Re: Taking of portions of Cardenas Markets' business location at Corona Towne Center APNs 118-270-034, 35, 36, 38, 39, 40, 41 and 42 Dear Board Members: Cardenas Markets ("Cardenas"), is the anchor tenant of Corona Towne Center retail center located on Lincoln Boulevard. Cardenas requests that this letter and its enclosures be made part of the administrative record on this matter. Additionally, Cardenas requests that RCTC's entire file, as it relates to this property, including, but not limited to, internal communications, reports, notes, correspondence and any submittals or communications with the City of Corona be included as part of the administrative record on this matter. This matter came before the Commission on June 11, 2014 for adoption of a resolution of necessity to authorize takings from Corona Towne Center. The Commission did not adopt the resolution of necessity and the matter was continued to the next Commission meeting --July 9, 2014. 1266315.1 PALMIERI, TYLER. WIENER. WILHELM &WALDRON3 Jennifer Harmon July 8, 2014 Page 2 Since the June 1 lth meeting, Cardenas has been attempting to start a dialogue and meet with RCTC staff to discuss reconfiguration of the Corona Towne Center site. Cardenas has not received any meaningful response from RCTC staff. RCTC staff has not offered any comments to the Cardenas proposed reconfiguration plan. RCTC staff has not offered to meet with Cardenas to discuss the RCTC project or reconfiguration of Corona Towne Center. The correspondence between this office and RCTC staff is enclosed. On July 3, 2014, we received a letter from RCTC attorney, Mark Easter, advising that RCTC staff would be requesting a continuance of the Resolution of Necessity to September 2014. In the event that this matter is not continued, Cardenas renews its prior objections made in its June 10, 2014 object letter to the Commission and Cardenas' counsel's comments at the June 11, 2014 hearing. At this time, RCTC should not adopt any resolution of necessity authorizing takings from the Corona Towne Center. MHL:mp Enclosures cc: Client 1266315.1 ATTACHMENT 1 Michelle M. Pase From: Erin BaIsere Naderi <ENaderi@ptwww.com> Sent Friday, June 13, 2014 4:52 PM To: 'Mark Easter; 'mlancaster@rctc.org' Cc: 'rgreenberg@gwtllp.com'; Michael H. Leifer, Michelle M. Pase Subject: RCTC partial acquisition of Corona Towne Center/Cardenas Markets' Site Please see the below message and attachment from Mike Leifer: Mark and Mark, We would like to hear back concerning Cardenas' proposed alternative design previously submitted last year to the City of Corona and RCTC's acquisition agent, OPC, and further discuss early next week. Please contact me to discuss. Very Truly Yours, Mike Leifer cc: clients Erin B. Naderi I Associate Palmieri, Tyler, Wiener, Wilhelm & Waldron LLP 2603 Main Street, Suite 1300 I Irvine, CA 92614 Direct Dial (949) 851-7348 I Fax (949) 825-5426 Email Bioaraphy j Vcari Website IRS Circular 230 Disclosure: Pursuant to Internal Revenue Service Circular 230, only formal opinions satisfying specific requirements may be relied on for the purpose of avoiding certain penalties under the Internal Revenue Code. Any tax advice contained in this communication (including attachments) does not constitute a formal opinion satisfying such requirements. Accordingly, we must advise you that any such tax advice was not intended or written to be used, and cannot be used, by you or any other person as such an opinion for the purpose of (i) avoiding penalties imposed under the Intema) Revenue Code or (ii) promoting, marketing or recommending to another party any matters addressed herein. This message and any attached documents contain information from the law firm of Palmieri, Tyler, Wiener, Wilhelm & Waldron LLP that may be privileged and confidential and protected from disclosure. If the reader of this message is not the intended recipient, or an employee or agent responsible for delivering this message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by replying to the message and deleting it from your computer. Thank you. 1 ATTACHMENT 2 9 Michelle M. Pase From: Erin Balsara Naderi <ENaderi@ptwww.com> Sent: Monday, June 16, 2014 10:29 AM To: 'Mark Easter' Cc: Michael H. Leifer; Michelle M. Pase Subject: RE: RCTC partial acquisition of Corona Towne Center/Cardenas Markets' Site Mark, The alternative design that was submitted in the Cardenas objection letter to the resolution of necessity was the same alternative design that was submitted in 2013 to the City of Corona and RCTC's acquisition agent, OPC. Thanks, Erin From: Mark Easter [mailto:Mark.Easter@bbklaw.com] Sent: Saturday, June 14, 2014 6:07 PM To: Erin Balsara Naderi Subject: Re: RCTC partial acquisition of Corona Towne Center/Cardenas Markets' Site We need clarification as to which proposed alternative design Mr. Leifer is referring to. Is it the same design he presented to the Commission at the Resolution of Necessity hearing? Sent from my iPad On Jun 13, 2014, at 16:53, "Erin Balsara Naderi" <ENaderi@otwww.com> wrote: Please see the below message and attachment from Mike Leifer: Mark and Mark, We would like to hear back concerning Cardenas' proposed alternative design previously submitted last year to the City of Corona and RCTC's acquisition agent, OPC, and further discuss early next week. Please contact me to discuss. Very Truly Yours, Mike Leifer cc: clients Erin B. Naderi I Associate Palmieri, Tyler, Wiener, Wilhelm & Waldron LLP 2603 Main Street, Suite 1300 I Irvine, CA 92614 Direct Dial (949) 851-7348 1 Fax (949) 825-5426 <image001.jpg> Email j Biography 1 Vcard 1 Websitc 1 IRS Circular 230 Disclosure: Pursuant to Internal Revenue Service Circular 230, only formal opinions satisfying specific requirements may be relied on for the purpose of avoiding certain penalties under the Internal Revenue Code. Any tax advice contained in this communication (including attachments) does not constitute a formal opinion satisfying such requirements. Accordingly, we must advise you that any such tax advice was not intended or written to be used, and cannot be used, by you or any other person as such an opinion for the purpose of (i) avoiding penalties imposed under the Internal Revenue Code or (ii) promoting, marketing or recommending to another party any matters addressed herein. This message and any attached documents contain information from the law firm of Palmieri, Tyler, Wiener, Wilhelm & Waldron LLP that may be privileged and confidential and protected from dscbsure. If the reader of this message is not the intended recipient, or an employee or agent responsible for delivering this message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by replying to the message and deleting it from your computer. Thank you. IRS CIRCULAR 230 NOTICE: To ensure compliance with requirements imposed by the IRS, we inform you that any U.S. tax advice contained in this communication (or in any attachment) is not intended or written to be used, and cannot be used, for the purpose of (i) avoiding penalties under the Internal Revenue Code or (ii) promoting, marketing or recommending to another party any transaction or matter addressed in this communication (or in any attachment). This email and any files or attachments transmitted with it may contain privileged or otherwise confidential information. If you are not the intended recipient, or believe that you may have received this communication in error, please advise the sender via reply email and immediately delete the email you received. 2 ATTACHMENT 3 GRFFN13FRG, NN HITCOM13F, TAKFUCH1, ( !MOY GR N Fit I l I' .tune 17. 2014 13Y U.S. Mall_ AND E-MA1L. Mark A Easter, Esq. 3390 University Avenue, 5th Floor Riverside, CA 92501 Mark Lancaster, Right of Way Manager Riverside County Transportation Commission P.O. 13o\ 12008 Ri‘ersicle. CA 92502-2208 Re' Corona 1 ownc Center C,ent)emen. Cardenas Markets has proposed to the RCfC a reconfiguration of Corona Towne Center (the "C'enter") to accommodate a redesign and relocation of its market, so that it faces northward from the south-easterl) quadrant of the Center. I am told by its counsel Mike Leifer that the RC'TC has declined to consider that proposal because of its belief that our client l lunt Enterprises. Inc.. fee owner of the Center. does not support that reconfiguration_ As I hope 1 made clear during the hearing of June 11, 2014. relocation of the Cardenas store as proposed is a necessary element to preserving the Center in its after condition. It will position the store properly, and open the parking currently behind the store that is of no utility in the present configuration. As) have also previously advised the RCFC in correspondence, and on June 11. the other necessary element to retaining; a viable center is removal of the shops (with partial relocation) in the ,•outhvkest portion of the Center, to enable enhanced ingress. egress and circulation, and. we would anticipate, additional ingress from Lincoln Avenue. S GREE:NBERG, WHITCOMBE,TKF.LCIiI, GIBSON & GRAVVER, I.LP Miark A taster. Esq. Mark Lancaster June 17. 2014 Page 2 Our client would certainly be open to a resolution that resohcs both issues. with appropriate mitigation and compensation. We look lorward to working with Cardenas Markets and the I C' TC to that end 1 would be pleased to discus, the matter further with }uu. \tern tru! v curs. re•&4-7 ichard C. Greenberg. 1.or the !tent ce• \like l oiler. 1 sq. Janet Parks ATTACHMENT 4 PALMIERI. TYLI k. WIEN R. WILFUL'1 &WALDRON, ANGELO J. PALWERI (1Sl6.Up) ROSERT F. WALDRON (1027-/ESS) ALAN M WIENER* RYAN M MICNAEL J. ORtENt• ELISE N KERN DENNIS W ONAN• MELISA R. PEREZ DAVIO D. PARR• MICHAEL I. KENO( CHARTES M KANTER• CHADWICK C. BUNCH PATRICKA MENNNNNEY ANISH J. BANKER CON FISHER RYAN M PRAGER GREGORY N woman ELAINE M. SEARLE W A WILLIAM. ERIN NADERI JOHN R LISTER CANOK:E L TEE MICNAEL N LEIFER ERICA M BOROSKY SCOTT R. CARPENTER MICNAEL P. BURNS RICHARO A SALUS JOSHUA J. MARK NORMAN J RODICM ERIN K. OYAMA RONAL D M, COLE STEVEN R. CUESS MICNAEL L. OANOELO KATNERINE M HARRISON STEPHEN A SCNECK BRIAN OLICKLIN DONNA L. SHOW MICNAEL c. CNO. OF COYNSEI ROSERT C. IMRK! DI COUNSEL JAMES E. WILHELM OP COUNSEL DENNIS D. TYLER•. RETIRED •A PAOTLITH4H•I CV4►O.41 O. VIA E-MAIL & U.S. MAIL 2603 MAIN STREET EAST TOWER — SUITE 1300 IRVINE, CALIFORNIA 92614-4261 (949) 851-9400 www.ptwww.com Mark Easter Best, Best & Krieger 3390 University Ave., 5th Floor PO Box 1028 Riverside, CA 92502 June 23, 2014 P.O. BOX 19712 IRVINE, CA 92623 9712 WRITER S DIRECT DIAL NUMBER (949) 851 7294 WRITER'S DRECT FACSIMILE NUMBER (9491 825 5412 F Rio 8 D RECT FAGS LL LE NLMBERS (949) 851 1554 (949)757.1225 mI61Isreplwww COm REFER TO FIl E NO. 38984 OOO Re: Riverside County Tramortation Conunission - Cardenas Market and Corona Towne Center Dear Mark: On June 20, 2014 I sent you an email asking for you to call me to discuss the RCTC's proposed acquisition. In response, you sent me an email claiming that from your perspective, the property owner and Cardenas' concerns regarding reconfiguration and the taking were "compensation" issues and that they do not need to be resolved before the next Resolution of Necessity hearing. We strongly disagree. It was obvious from the public hearing on June 11, 2014, that the RCTC Commissioners were directing staff to work with Cardenas and the property owner to seek a solution. 1254253.1 PALMIERI, TYLER, WIENER, WILH ELM & WALDRON � Mark Easter June 23, 2014 Page 2 At the public hearing, RCTC staff represented to the Commissioners that they would do so. So far, staff has not made any attempt to work with us. On June 13, 2014, my office sent a message to you and Mark Lancaster stating that we would like to hear back concerning Cardenas' proposed alternative design. In response, you emailed asking clarification of which proposed alternative design I was referring to. On June 16, 2014, my associate, Erin Naderi, responded to you advising that the alternative design submitted in the Cardenas objection letter to the June 1 lth hearing was the same alternative design submitted over a year ago to the City of Corona and RCTC's acquisition agent, OPC. On Monday, June 16th, I had a telephone conversation with you regarding this matter. You did not say that the issue did not need to be dealt with or discussed before the Resolution of Necessity hearing. Rather, then, you claimed that RCTC was stymied, felt its hands were tied, and did not know what to do because the property owner was not supporting the Cardenas' plan for reconfiguration. I promptly disagreed with you and advised you that RCTC staff was trying to set up an excuse for not acting and not considering the reconfiguration. On Tuesday, June 17th, the property owner's attorney, Richard Greenberg, cleared up RCTC staffs feigned confusion and again clarified that the property owner did support the Cardenas' plan for reconfiguration. I again reached out to you on June 20th, and now the story has changed. From staff, addressing these issues should be postponed until sometime in the hazy future. 1254253_1 PALMIE RI. TYLE R., WIENER. WILHELM &WALDRON. Mark Easter June 23, 2014 Page 3 Staff has done the opposite of what it was directed to do by the RCTC Commissioners. It has done the opposite of what it told its Commissioners it would do. It is evading. It is feigning confusion and it is refusing to address the RCTC project, impacts and reconfiguration. Staffs conduct is causing even greater impact on Cardenas Markets. MHL:mp cc: Clients Richard Greenberg, Esq. (via e-mail) Mark Lancaster (via e-mail) 1254253.1 ATTACHMENT 5 Indlan Wells (750) 588.2511 Irvine (949) 203-2500 Los Angeles (213)517-8100 Ontario (909) 080-8584 Mark A. Easter (951)826-8237 mark.easter@bbklaw.com BEST BEST & KRIEGER ATTORNEYS AT LAW 3390 Unhierslty Avenue, 5th Floor, P.O. Box 1028. RArerskle, CA 92502 Phone: (951) 886-1450 I Fax (951) MB-3083 I www.bbklaw.com June 24, 2014 VIA E-MAIL - MLEIFER [QPTWWW.COM Michael H. Leifer Palmieri, Tyler, Weiner, Wilhelm & Waldron LLP 2603 Main Street Fast Tower - Suite 1300 Irvine, CA 92614 Sacramento (910) 325-4000 San Diego (819) 525-1300 Walnut Creek (925) 977-3300 Washington, DC (202) 785-0800 Re: Riverside County Transportation Commission - Cardenas Market and Corona Towne Center Dear Mr. Leifer. I am in receipt of your letter dated June 23, 2014. The manner in which Corona Towne Center elects to reconfigure its remainder property, in order to mitigate what it. believes are the severance damages to the Corona Towne Center that will be caused by RCTC's SR-91 Project, is indeed a severance damages issue, as it does not pertain to the findings of need and necessity that the Commission must make in order to adopt a Resolution of Necessity at the Commission meeting in July. I am sorry that you do not agree with our position, but that is your prerogative. The rest of your letter appears to be bent on trying to create a paper trail so that you can "tell on" RCTC staff at the next Commission meeting and accuse RCTC staff of "avoiding" meeting with the property owners, or even "faking" it. To set the record straight, your office chose to wait until the evening before the last Resolution of Necessity hearing to submit objections to the adoption of the Resolution, along with a reconfiguration or mitigation plan that you never previously provided to ow office. After the Resolution of Necessity hearing on June 1 lth, Mr. Lancaster met with Corona Towne Center and its legal counsel at the County Administration Building. You were also III present. At the time, it was entirely unclear if the Corona Towne Center was in support of Cardenas' mitigation plan. In fact, the Corona Towne Center representatives expressed their view that they were more concerned with the fate of the smaller tenants at the shopping center than they were Cardenas Market. As a result, when we had our telephone conversation on June 16, 2014, I explained to you that I was not sure what you expected RCTC to do, because 1) it remained unclear whether the Corona Towne Center group was in support of your plan; 2) the plan has not been approved by 17336.02100189197a I Michael Leiffer June 24, 2014 ' Page 2 I NW BEST BEST & KRIEGER ATTORNEYS AT LAW r the City of Corona; and 3) it came unaccompanied by any appraisal analysis. You responded that you understood, and you further acknowledged that the only purpose of your inquiry on the previous Friday (June 13th) was to "get our attention". You said nothing about my confusion being feigned. Since that time, Mr. Grreenberg's office has confirmed that Corona Towne Center is in support of your client's proposed mitigation plan. Your letter now accuses RCTC staff of "evading and feigning confusion," but what are you specifically asking RCTC to do? RCTC is not the entity that would approve the plan. If you are alluding to who would be paying for what under your client's proposed plan, then those are, in fact, just compensation issues that are not going to be resolved before the next hearing, and RCTC is under no formal or informal obligation to resolve them before the next hearing. For the record, there is nothing RCTC is doing (or is failing to do) that is preventing Corona Towne Center and Cardenas Market from going forward with the proposed mitigation plan. Meanwhile, your ongoing objections and resistance to RCTC adopting a Resolution of Necessity is creating MORE uncertainty and confusion about the timing of construction and the need for implementing any mitigation plan. In that regard, it would seem to us that the greatest impact on Cardenas Market is currently being caused by your law firm. Very truly yours, E-er Mark A. Easter of BEST BEST & KRIEGER LLP MAE:mvv 19336.02100S/919762.1 ATTACHMENT 6 ANGELO J. PALMIERI (1528. 15Y8) ROBERT F. WALDRON (192T-TBiS) ALAN N WIENER• MICHAEL J. GREENE• DENITIB W GNAW DAVID D. PARR. CHARLES I/ KANTER• PATRICK A HENNEBBEY DON FISHER GREGORY N WE L ER WARREN A. WILLIAMS J01414 R, LISTER MICHAEL H. LEIFER SCOTT R. CARPENTER RICHARD A. SALUS NORMAN J RODICH RONALD N COLE MICHAEL L. D ANGELO STEPHEN A. SCNECK DONNA L. SNOW PAL' RI.. TYLER. WIENER. WILHELM &WALDRON RVAN M EASTER 0,18E M. KERII MELISA R. PEREZ MICHAEL ! KENDE CHADWICK C. BUNCH AMBIT J RANKER RYAN M PRAGER KAIME N REARLE ERIN DIADEM CANDICE L LEE ERICA M BOROSKY MICHAEL P. BURNS JOSHUA J. MARK ERIN R. OVAMA STEVEN R. GUESS KATHERINE M HARRISON BR/AN GLICKLIN MICHAEL C. CNO. OF COUNSEL ROBERT C. MAKE, OF COUNSEL JAMES E. WILHELM. OF COUNSEL DENNIS G. TYLER% RETIRED '. 110.1..10.•L COR•OR.tIOR VIA E-MAIL & U.S. MAIL 2603 MAIN STREET EAST TOWER — SUITE 9 300 IRVINE. CALIFORNIA 921314 4261 (949) 651-9400 www. ptwww. corn Mark Easter Best, Best & Krieger 3390 University Ave., 5th Floor PO Box 1028 Riverside, CA 92502 July 1, 2014 P.O. 80K 19712 IRVINE. CA 92623.9712 WRITER S DIRECT DIAL NUMBER (949) 551.7294 wN TER'S DIRECT FAGS MILE Rohm R (949)825.5412 FIRM 8 DIRECT FACE MILE NUMBERS (949) 851-1554 (949)757-1225 mhifer.plwww.tom REFER TO FILE N0. 39984.000 Re: Riverside County Transportation Commission - Cardenas Market and Corona Towne Center Dear Mark: This is in response to your June 24, 2014 letter. Your claims that we are causing our own damage by asserting our constitutional and statutory rights to object to the adoption of the resolution of necessity are unfounded and inappropriate. That is especially so considering our objections are obviously well founded considering the RCTC Commission could not obtain enough votes on June 11, 2014 to adopt the resolution of necessity. Even more, the RCTC Commissioners repeatedly directed staff to work with Cardenas and the property owner. RCTC staff represented that it would. 12573032 PALM) ERI.TYLER. WIENER. WILHELM &WALDRON3 Mark Easter July 1, 2014 Page 2 Some of those quotes from the audio transcript of the resolution of necessity hearing are as follows: Mark Lancaster: "And as always, staff will continue to work with the property owners in an attempt to negotiate a settlement." "We are definitely willing to work with Cardenas -- and the Corona Towne Center itself -- to come up with a viable site." "I, I think it's, as a good -neighbor policy, it is appropriate to meet with Cardenas, and I've actually been wanting to meet with them for quite some time." City of Lake Elsinore: ". . . ask our Staff to spend some more time with the Cardenas folks and the property owner ..." City of Palm Desert: "...understanding that we will continue working on what is best for the property owner..." Based on the directions from the Commission and staffs representations, we again reached out to seek RCTC staffs position and comment on Cardenas' proposed reconfiguration of the Corona Towne Center site. Yet staff has been silent. No comments have been received by staff pertaining to the Cardenas' proposed reconfiguration. Neither staff, nor your office, have offered to meet with Cardenas and the property owner. Further, claims that Cardenas did not provide its reconfiguration plan "to [)]our office" before the evening before the June 11, 2014 Resolution of Necessity hearing is absurd. 1257505.2 PALMIERI.TYLER. WIENER WILHELM &WALDRON3 Mark Easter July 1, 2014 Page 3 The Cardenas proposed site reconfiguration was provided to RCM's agent, Janet Parks at Overland Pacific & Cutler and to the City of Corona in April and May of 2013. The fact that your client and its agents may have failed to inform you of the same is wholly irrelevant. In your letter, it is asserted that the reconfiguration issue is simply a "compensation" issue. We disagree. This is more than a "compensation" issue. This goes to a fundamental element of the adoption of a resolution of necessity --whether the project complies with the greatest public good and least private injury. Further, if this were simply a "compensation" issue, why was RCTC staff and its agents working on numerous iterations of "mitigation plans" for the site? Why were numerous iterations of those plans submitted to the City of Corona, if not necessary? Why were RCTC staff and its agents meeting with City of Corona officials numerous times over the years? If Cardenas did not object and make its position known that site reconfiguration is necessary in order to have a viable site after the RCTC project and raised those issues for the first time later in the "compensation" phase of the trial, I am fairly confident that RCTC and your office would have been launching claims of "sandbagging." Cardenas wants to and is entitled to address with the RCTC the proposed reconfiguration plan for the site. Very truly yours, MHL:mp cc: Clients Richard Greenberg, Esq. (via e-mail) 1257505.2 ATTACHMENT 7 Indian Wells (780) 566-2611 Irvine (649) 263-2600 Los Angeles (213) 6174100 Ontario (909) 989-8584 Mark Easter (951)826-8237 Mark. Eaatertabbidaw.corn BEST BEST $r KRIEGER 3 ATTORNEYS AT LAW 3390 University Avenue, 5th Floor. P.O. Box 1028, Riverside. CA 92502 Phone: (951) 686-1450 f Fax: (951) 686-3083 ( www bbkaw.com July 3, 2014 VIA US MAIL AND E-MAIL Richard C. Greenberg Greenberg, Whitcombe, Takeuchi, Gibson & Grayver LLP 21515 Hawthorne Blvd. Suite 450 Torrance, CA 90503 rgreenberg@gwtllp.com Michael H, Leifer Palmieri, Tyler, Weiner, Wilhelm & Waldron LLP 2603 Main Street East Tower - Suite 1300 Irvine, CA 92614 mleifer@ptwww.com sacssm.nto (918) 325-4000 Son Dlepo (619) 525-1300 Walnut Creek (925)977.3300 Washington. DC (202) 785.0800 Re: Riverside County Transportation Commission - Cardenas Market and Corona Towne Center Dear Messrs. Greenberg and Leifer: Please be advised that staff for the Riverside County Transportation Commission ("RCTC") will be requesting at the July 9, 2014 Resolution of Necessity hearing that the hearing as to the Corona Towne Center parcel be continued to September 2014 so that RCTC can further review the project design and further investigate alternatives. Veryly yours aster or BEST BEST & KRIEGER LLP 17336.0210019065743 3 EXHIBIT 2 ANGELO J. PALMIERI (1020. 1990) ROBERT F. WALDRON (1027-1000) ALAN H. WIENER' MICHAELJ GREENE' DENNIS W GHAN' DAVID D. PARR' CHARLES H. KANTER' PATRICK A HENNESSEY DON FISHER GREGORY N WEILER WARREN A. WILLIAMS JOHN R. LISTER MICHAEL H. LEIFER SCOTT R. CARPENTER RICHARD A SALUS NORMAN J. RODICH RONALD M COLE MICHAEL L. D'ANGELO STEPHEN A. =HECK DONNA L. SNOW W PA1 ERI, TYLER,WIENI R, WILHEL,M & WALDRON RYAN M EASTER ELISE M KERN MELISA R. PEREZ MICHAEL I. KEHOE CHADWICK C. BUNCH ANIBH J. BANKER RYAN M. PRAGER BLAINE M. SEARLE ERIN BALSARA NADERI CANDICE L. LEE ERICA M SOROSKY MICHAEL P. BURNS JOSHUA J. MARX ERIN K. OYAMA STEVEN R. GUESS KATHERINE M HARRISON BRIAN GLICKLIN MICHAEL C. CHO OF COUNSEL ROBERT C. IHRKE. OF COUNSEL JAMES E. WILHELM OF COUNSEL DENNIS G. TYLER'. RETIRED "A PRGFESSIONAL CORP.-RAT',.-N VIA E-MAIL & U.S. MAIL 2603 MAIN STREET EAST TOWER — SUITE 1300 IRVINE, CALIFORNIA 92614-4281 (949) 851-9400 www.ptwww.com June 10, 2014 Members of the Board of the Riverside County Transportation Commission c/o Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, CA 92501 Re: Taking of portions of Cardenas Markets' business location at Corona Towne Center Dear Board Members: P.O. BOX 19712 IRVINE, CA 92823-9712 WRITER'S DIRECT DIAL NUMBER (949) 851-7294 WRITER'S DIRECT FACSIMILE NUMBER (949) 825 5412 FIRM'S DIRECT FACSIMILE NUMBERS (949) 851-1554 (949) 757-1225 mleIferalp(Www.com REFER TO FILE NO. 38984-DOD Cardenas Markets ("Cardenas"), is the anchor tenant of Corona Towne Center retail center located on Lincoln Boulevard. Cardenas requests that this letter and its enclosures be made part of the administrative record on this matter. Additionally, Cardenas requests that RCTC's entire file, as it relates to this property, including, but not limited to, internal communications, reports, notes, correspondence and any submittals or communications with the City of Corona be included as part of the administrative record on this matter. Cardenas is a significant stakeholder in the City of Corona and the County of Riverside. Cardenas has been the anchor tenant in a synergistic retail center --Corona Towne Center --for approximately 10 years. Corona Towne Center was a great site for Cardenas. Because of the RCTC project that is changing. 1244391.2 PALMIERI, TYLER. WIENER. WILHELM & WALDRON Jennifer Harmon June 10, 2014 Page 2 Cardenas serves over one million customers at the location through the assistance of about 130 onsite employees (over 85 percent of the employees live in Corona). Cardenas wants to continue to operate from this site. Cardenas wants its many employees to continue to assist this family -owned business from this site for years to come. The RCTC project puts all that in significant question. Cardenas has so informed the City of Corona, RCTC senior staff and the property owner of its concerns about the viability of this center. What has Cardenas received in response from RCTC staff? Very little. Cardenas has largely been ignored. Its concerns have been ignored. For over two years the Cardenas ownership has expressed concern directly to the RCTC staff about proposed impacts to its business location caused by takings from the Cardenas -anchored center. What did Cardenas seek from RCTC staff? A plan and a commitment from RCTC that would put Cardenas in the same position as it was as if the project had not gone forward. That is, Cardenas sought to be made whole for the impacts to its business location. It is understood that the RCTC and Caltrans mission is to widen the 91. It must also be RCTC's mission to economically protect those in the path of the widening. How should Cardenas be put in the same position? Prior to the project, the Cardenas store was situated as an anchor to the Corona Towne Center. The Center was developed and configured to be accessed from Lincoln. Four entry points and four drive aisles from Lincoln led to an extremely visible anchor location. The parking field was situated in front of Cardenas. Cardenas is entitled to and has sought no more than what it had in terms of site configuration. Because of the numerous takings and the nature of the infrastructure, the remainder of Corona Towne Center is totally misconfigured and misoriented. The Corona Towne Center was developed to be a Lincoln Avenue -oriented development. All primary access points were from Lincoln Avenue. The building orientation was directed to the Lincoln Avenue orientation. The RCTC project flips the remainder of the property on its side. Effectively it will have no Lincoln Avenue access. The one driveway slated to remain, out of four, is the shortest possible drive aisle and creates the biggest bottleneck. RCTC staff is proposing more access from a new side road--2nd Street while all of the buildings will still be oriented towards Lincoln Avenue. Tens of thousands of square -feet of synergistic retail building will be demolished. The aesthetics of the Center and the presentation of the Cardenas Market business location are proposed "no shrift" or at best "short shrift." 1244391.2 PALMIERI, TYLER. WIENER, WILHELM &WALDRON Jennifer Harmon June 10, 2014 Page 3 Despite all of those significant impacts, at this time, RCTC has ignored Cardenas requests to relocate the business to another location in the Center so that it will be re- oriented to its prior street orientation. Moreover, RCTC has not offered any amount of compensation for such damages to Cardenas, or as far as Cardenas is aware, to the property owner. Instead, RCTC has hired a company to come up with a hypothetical, "for litigation" study that concludes 1 + 1 = 5. RCTC has completely ignored the fact that the buildings are no longer oriented in the correct direction and that the site will be under the siege of construction for years to come. It is ignoring that it has an obligation to put Cardenas in a position in which it is or can be made whole. RCTC has ignored Cardenas and continues to do so. RCTC's elaborate scheme to avoid paying Cardenas its just compensation only works, in theory, if the someone else does what RCTC assumes under RCTC's precise timing. For certain, RCTC is not treating this significant stakeholder properly. 1. Mitigation and reconfiguration of the site is not part of the RCTC "public proiect." At the time of preparation of this objection letter, Cardenas Markets continue to get bits and pieces of information from RCTC. On Friday, June 5, 2014 and Monday June 9, 2014, RCTC's counsel, Mark Easter, advised this office that the RCTC proposed site reconfiguration plan was not part of the RCTC public project and was not being adopted as part of the Resolution of Necessity. The RCTC proposed site reconfiguration should not be part of the RCTC public project and should not be approved as part of the Resolution of Necessity. To the extent RCTC attempts to do so, Cardenas objects. The RCTC proposed site reconfiguration --the basis upon which the precondemnation appraisal and offer were based --is not suitable or desirable for Cardenas Markets. As discussed above, the RCTC proposed site reconfiguration plan requires the implementation by someone else (presumably the property owner) on a specific timetable in between RCTC activities on or around the property. Further, the RCTC proposed site reconfiguration plan only addresses one issue --parking. It does not address the fact that the buildings are no longer oriented towards the main access points/frontage. 1244391.2 PALMIEE I. TYLER. WIENER. WILHELM &WALDRON Jennifer Harmon June 10, 2014 Page 4 The property would never have been developed, built or redeveloped in the way outlined in the RCTC proposed site reconfiguration. A private property owner would not get approved to develop the property in that way. That demonstrates that there is significant damage that is not being addressed. It is not being addressed to Cardenas and it is not being addressed to the property owner either (as far as we are informed). In discussions with the property owner, Cardenas has been advised that the property owner/landlord does not believe the RCTC proposed reconfiguration plan is viable. Cardenas has been in discussions with its landlord, Corona Towne Center, LLC and the City of Corona, relating to a site reconfiguration that would change the orientation of the buildings and parking in Corona Towne Center to fit with the proposed RCTC project that changes the on and off ramp to SR-91, adds a new frontage road, and changes the primary access to and from the Corona Towne Center to be from the new frontage road. A copy of the conceptual site reconfiguration being proposed by Cardenas Markets is attached hereto as Exhibit 2. 2. The project has not been located or planned in a manner compatible with the greatest public good and least private injury. The Design/Build project plans are not complete. Without the design being known, the Commission cannot make the required findings that any of the proposed takings are necessary for the project or that the project has been located or planned in a manner compatible with the greatest public good and greatest private injury. In fact, Cardenas Markets is still getting bits and pieces of information from RCTC just prior to the resolution of necessity hearing. Cardenas Markets does not have a complete understanding of the takings that are being proposed, including, but not limited to, the building demolition easement and the vaguely referenced "building access easement." Is not clear what portion of property the "building access easement" applies to, though it appears to be a small area. Further, the wording of the "building access easement" is very broad and does not appear to limit RCTC in any way. RCTC's proposed takings are either taking too little, in which case RCTC will likely exceed the scope of the takings improperly requiring the property owner and/or tenant to monitor the RCTC project and file an inverse condemnation case, or taking too much. 1244391.2 PALMIERI. TYLER. WIENER WILHELM St. WALDRON- Jennifer Harmon June 10, 2014 Page 5 3. The proposed resolution is an invalid delegation of legislative authority. The proposed resolution gives RCTC's attorney the ability to change the taking at counsel's sole discretion. Such delegation is an invalid delegation of the Commission's authority. At each of the resolution hearings on this project, staff has repeated how the Commission must make certain findings to authorize the specific takings proposed. The Commission is in fact required by the Eminent Domain Law to make such findings as the legislative body for RCTC. (Code Civ. Proc., § 1245.210, subd.(a).) However, the proposed resolution provides that counsel, not the Commission, "is further authorized to reduce or modify the extent of the interests or property to be acquired so as to reduce the compensation payable in the action where such change would not substantially impair the construction and operation for the project for which the real property is being acquired." (Proposed Resolution, Section 7, last sentence [emphasis added].) The Commission should know, and in fact must know, the taking it is approving. Likewise, when RCTC is authorizing its attorneys to take property, the property owner and tenant are entitled to know what property and property rights are being taken. The proposed resolution fails to provide the basic and fundamental information of what is being taken. The proposed resolution is an invalid delegation of legislative authority contrary to law. It violates my clients' rights to substantive and procedural due process. If adopted as proposed, the resolution is void. 4. RCTC is incapable of conducting a fair, legal and impartial hearing on the proposed adoption of the resolution of necessity. As a condition precedent to the exercise of the power of eminent domain, a public entity must hold a public hearing to determine whether a particular taking meets the public interest and necessity criteria articulated in Code of Civil Procedure section 1240.030. (Code Civ. Proc., § 1245.235.) If, after such public hearing, the public entity determines that the proposed taking meets that criteria, then it must adopt a resolution of necessity before proceeding to condemn the property. (Code Civ. Proc., §§ 1240.040, 1245.220.) Implicit in this requirement of a hearing and the adoption of a resolution of necessity is the concept that, in arriving at its decision to take, the public entity engages in a good faith and judicious consideration of the pros and cons of the issue and that the 1244391.2 4 # PALMIERI. TYLER. WIENER. WILHELM ISLWALDRON Jennifer Harmon June 10, 2014 Page 6 decision to take be buttressed by substantial evidence of the existence of the three basic requirements set forth in Code of Civil Procedure section 1240.030. (Redevelopment Agency v. Norm's Slauson (1985) 173 Ca1.App.3d 1121, 1125-1126.) In the absence of a fair and impartial hearing, the resolution of necessity is void. Here, RCTC has already committed itself to the project and has contractually committed itself to the adoption of this resolution of necessity. The sole reason staff seeks authorization to acquire the property and property rights now is RCTC's contractual agreement to deliver the set right of way regardless of whether the proposed right of way is actually needed. This was again confirmed to me at a January 6th meeting with RCTC staff. Even so, RCTC has contracted away its ability to decide not to acquire or delay acquiring the right of way proposed. RCTC contractually committed to delivery of the right of way without actually knowing if the project as designed actually requires the proposed right of way. Adoption of the resolution under these facts is an abuse of discretion. MHL:mp Enclosures Exhibit 1: RCTC Before Condition Access Map and RCTC proposed site reconfiguration plan Exhibit 2: Cardenas existing site plan, Cardenas proposed site reconfiguration plan and renderings Exhibit 3: Correspondence with senior RCTC staff cc: Client 1244391.2 9/10/2014 �pRUJecr FAST lOSNtlQO THE COMMISSION IS REQUESTED TO MAKE THE FOLLOWING FINDINGS : 1. The public interest and necessity require the proposed project; 2. The project is planned or located in a manner that will be most compatible with the greatest public good and the least private injury; 3. The real property to be acquired is necessary for the project; and 4. The offer of just compensation has been made to the property owner. r +-11:=1 15 ... a halal WOK A 4111%lamsidim liu,rtsriw BiallAiWornisiar�r 1 9/10/2014 4�R2JEcz fASt'FQAWAA'D 1. Corona Towne Center, LLC, a California limited liability company 2. Platinum Oil Company, a California corporation 3. National Community Renaissance of California, a California nonprofit public benefit corporation 4. National Community Renaissance of California, a California nonprofit public benefit corporation 5. National Community Renaissance of California, a California nonprofit public benefit corporation 6. Pearl Street Properties, LLC, a Nevada limited liability company of pROJEcT AST ♦OAWARG N. 1 2 3 4 5 6 ©wnershn Corona Towne ;Center, LLC; Platinum Oil Company National Community Renaissance of California National Community Renaissance of California National Community Renaissance of California Pearl Street Properties, LLC Offer Date August 6, 2014 July 22 2014 May 27, 2014 May 27, 2014 June , 2014 2 9/10/2014 9apROJeT HST FORWARD 1 2 4` 5 6 Ownership Corona"tlTowne 'Center, LLC: Platinum oil Company National Community ;- Renaissance of California National Community Renaissance of California National Community Renaissance of California's. Pearl Street Properties, LLC In Person Meetings 4 4. Mailings 2 Phone Contacts 22 E-Mails 31 9 5 Total 23 19 40 3 9/10/2014 9/ pROJECT MST kOPWAkD ORIGINAL DESIGN •INCOOUBOLN LEV •RIONTE TUPM D 9T ER-91 CORRIDOR IMPROVEMENT PROJECT PARSONS 4 9/10/2014 91 pROJECT 7 I FASTFOAWARD IM►NOVtMCNY PgOJEOT siik PARSONS FEE 114,644 SF TCE(TEMPORARY CONSTRUCTION) 7,839 SF BDE (BUILDING DEMOLITION 14,474 SF BAE (BUILDING ACCESS) 1,810 SF 5 9/10/2014 FEE 438 SF TCE (TEMPORARY CONSTRUCTION) 904 SF 6 9/10/2014 ROJECT MST IOSS10110 i • M�'1/IF i ill ►# ylti� w..-YMf -A4Y - i/ • a*'# s z ■ • i r � _ - 3," #4NRili. code i 7 9/10/2014 FEE 325 SF moomommummi PWFE (WALL FOOTING) 1,952 SF TCE (TEMPORARY CONSTRUCTION) 13,209 SF 8 9/10/2014 FEE 973 SF PWFE (WALL FOOTING) 581 SF TCE (TEMPORARY CONSTRUCTION) 3,2295E oFr i 9 9/10/2014 FEE 250 SF PDE (DRAINAGE) 449 SF TAE (TEMPORARY ACCFs) 26,164 SF TCE (TEMPORARY CONSTRUCTION) 10,698 SF 10 9/10/2014 91 pROJ cT FAST WXW,RD THE COMMISSION ADOPT A RESOLUTION OF NECESSITY BASED ON THE FOLLOWING FINDINGS: 1. The public interest and necessity require the proposed project; 2. The project is planned or located in a manner that will be most compatible with the greatest public good and the least private injury; 3. The real property to be acquired is necessary for the project; and 4. The offer of just compensation has been made to the property owner. 11 ICON No. ly-o22 ANGELO J. PALMIERI (1920-1996) ROBERT F. WALDRON (1927-199a) ALAN H. WIENER' MICHAEL J. GREENE• DENNIS W. OHAN• DAVID D. PARR* CHARLES H. KANTER• PATRICK A HENNESSEY DON FISHER GREGORY N. WEILER WARREN A. WILLIAMS JOHN R. LISTER MICHAEL H.. LEIFER SCOTT R. CARPENTER RICHARD A. SALUS NORMAN J. RODICH RONALD M_ COLE MICHAEL L. D'ANGELO STEPHEN A =HECK DONNA L. SNOW 0 W PALMIERI. TYLER, WIENER. WILHELM &WALDRON RYAN M EASTER ELISE M KERN MELISA R PERE2 MICHAEL 1 KEHOE CHADWICK C. BUNCH ANISH J. BANKER RVAN M PRAGER BLAINE M SEARLE ERIN BALBARA NADER! CANDICE L LEE ERICA M. SOROSKY MICHAEL P. BURNS JOSHUAJ MARK ERIN K. OYAMA STEVEN R. GUESS KATHERINE M HARRISON BRIAN GLICKLIN MICHAEL C. CHO, OF COUNSEL ROBERT C. IHRKE, OF COUNSEL JAMES E WILHELM, OF COUNSEL DENNIS O. TYLER•, RETIRED •A PAOr E6010NAL CORPORATION VIA E-MAIL & U.S. MAIL 2603 MAIN STREET EAST TOWER — SUITE 1300 IRVINE, CALIFORNIA 92614-4281 (949) 851-9400 www.ptwww.COM September 4, 2014 Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, CA 92501 Re: Dear Clerk: P.O. BOX 19712 IRVINE, CA 92823-9712 WRITER'S DIRECT DIAL NUMBER (949) 851-7294 WRITER'S DIRECT FACSIMILE NUMBER (949) 825.5412 FIRM'S DIRECT FACSIMILE NUMBERS (949) 851-1554 (949)757-1225 mleiler®ptwww.com REFER TO FILE NO. 36964-000 Corona Towne Center, LLC - Parcel No. 22218-1; 22218-2; 22218- 3; 222184; 22218-5; 22218-6; 22218-7; 22218-8 Our Clients: Cardenas Markets This office represents Cardenas Markets, the anchor tenant of Corona Towne Center, LLC. The purpose of this letter is to notify the Riverside County Transportation Commission that Cardenas Markets intends to appear and be heard at the Resolution of Necessity hearing scheduled for September 10, 2014. cc: Client 1304085.i Indian Wells (760) 568-2611 Irvine (949) 263-2600 Los Angeles (213) 617-8100 Ontario (909) 989-8584 BEST BEST & KRIEGER ATTORNEYS AT LAW 3390 University Avenue, 5th Floor, P.O. Box 1028, Riverside, CA 92502 Phone: (951) 686-1450 I Fax: (951) 686-3083 I www.bbklaw.com Margaret L. Barnes (951) 826-8357 margaret.barnes@bbklaw.com File No. 17336.02100 August 26, 2014 VIA HAND DELIVERY Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, P Floor Riverside, California 92501 C �_ ,1.I\VIE AUG 26 2014 i itiVERSIDE CUUNTY 'RANSPORTATION COMMISSION I) r Sacramento (916) 325-4000 San Diego (619) 525-1300 Walnut Creek (925) 977-3300 Washington, DC (202) 785-0600 Re: Notice of Hearing to Property Owner as to Corona Towne Center, LLC; APNs 118-270-034, 118-270-035, 118-270-038, 118-270-039 and 118-270-042; CPNs 22218-1, 22218-2, 22218-3, 22218-4, 22218-5, 22218-6 and 22218-7 RCTC/SR91 CIP Project Dear Jennifer: Attached is the original Notice of Hearing to Property Owner, with proof of mailing, of the hearing on the adoption of a resolution of necessity scheduled for September 10, 2014, as to fee, temporary construction easement, building demolition easement and building access easement interests for property sought for the project. This notice is being provided for your use in noting the date of mailing at the hearing. Please do not hesitate to contact me, should have any questions. Very truly yours, ��L.. cL. • �ls%`tom-l�L- Margafet L. Barnes Senior Litigation Paralegal for BEST BEST & KRIEGER LLP Attachment 17336.02100\9191020.1 NOTICE OF HEARING TO CONSIDER ADOPTION OF A RESOLUTION OF NECESSITY Pursuant to Section 1245.235 of the California Code of Civil Procedure, you are hereby notified that at a regular meeting to be held on Wednesday, September 10, 2014, at 9:30 a.m., at the Riverside County Administration Building, Board of Supervisors Chambers, located at 4080 Lemon Street, Riverside, California, the Commission of the Riverside County Transportation Commission intends to consider adopting a Resolution of Necessity, authorizing the commencement of eminent domain proceedings for the acquisition of real property interests in property that, according to the last equalized county assessment roll, is owned by you. The public use for which this resolution of necessity will be considered is for the SR-91 Corridor Improvement Project in Riverside County, California. The definition of the property rights to be acquired, together with the legal descriptions and corresponding depictions, are attached to this notice. A hearing will be held at the time and place mentioned above. You have the right to appear and be heard on the following matters: 1. Whether the public interest and necessity require the project for which the property is sought to be acquired. 2. Whether the project is planned or located in the manner that will be most compatible with the greatest public good and least private injury. 3. Whether the property sought to be acquired by eminent domain and described in the Resolution of Necessity is necessary for the proposed project. 4. Whether the offer required by Section 7267.2 of the California Government Code has been made. 17336.02100\9134547.1 Pursuant to California Code of Civil Procedure section 1245.235(b)(3), your failure to file a written request with RCTC to appear and be heard within 15 days from the date that this Notice is mailed may result in the waiver of your right to appear and be heard on the above - stated matters and issues that are the subject of the hearing. ALL COMMUNICATIONS SHOULD BE ADDRESSED TO: Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3`d Floor Riverside, California 92501 DATE OF HEARING: PLACE OF HEARING: DATED: August , 2014. Wednesday, September 10, 2014 9:30 a.m. Riverside County Administration Building Board of Supervisors Chambers 4080 Lemon Street Riverside, California 92501 BEST BEST & KRIEGER LLP Bv: ark A. Easter Artin N. Shaverdian Attorneys for Riverside County Transportation Commission 17336.0210019134547.1 Legal Definitions of Property to be Acquired The following is a list of definitions of legal rights to be acquired by Riverside County Transportation Commission: (The rights being acquired may be exercised mutually exclusive of each other.) "Fee" (as to 22218-1) also lalown as fee simple or fee simple absolute, grants to RCTC absolute ownership of the portion of the property to be acquired. "Temporary Construction Easement" (TCE) (as to 22218-2, 22218-3, 222184, and 22218-5) refers to the right of RCTC, its successors and assigns, to engage in construction and related activities for the project. Such rights shall be exercised for a period of six (6) consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. The duration of the rights under the TCEs shall not extend beyond November 6, 2017, or upon filing of a Notice of Completion, whichever is earlier. Property Owner shall not cause, directly, indirectly or negligently, any interference with or harm to the rights conveyed hereunder. "Building Demolition Easement" (as to 22218-6) refers to an exclusive temporary easement and right of way in favor of RCTC, its successors and assigns, for the purpose of demolition, construction, reconstruction, and repair of the building and improvements located therein, together with all necessary rights incidental thereto. Property Owner shall not erect or construct, or permit to be erected or constructed, any building, structure or improvement on, over, or under any portion of the easement, or plant trees or any other vegetation on any portion of the easement except with the prior written consent of RCTC, its successors and assigns. RCTC shall have the right to trim, cut or clear away any trees, brush, or other vegetation from time to time as determined in its sole discretion, without payment of additional compensation. No other easements shall be granted on, under or over the easement without the prior written consent of RCTC, its successors and assigns. Such right shall be exercised for a period of three (3) consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. The duration of the rights under this easement shall not extend beyond November 6, 2017, or upon filing of a Notice of Completion, whichever is earlier. 173 36, 02100\9125466.1 EXHIBIT A, PAGE 1 Property Owner shall not cause, directly, indirectly or negligently, any interference with or harm to the rights conveyed hereunder. "Building Access Easement" (as to 22218-7) refers to a non-exclusive temporary easement and right of way in favor of RCTC, its successors and assigns, to use the area to disconnect and tie-in to the existing structure, utilities and mechanical systems, for inspection purposes, and to traverse an access way to access RCTC owned facilities and/or construction site, as determined necessary by RCTC, together with all necessary rights incidental thereto, on, over, under and across the property in connection with the exercise of any easement rights described herein. Property Owner shall not erect or construct, or permit to be erected or constructed, any building, structure or improvement on, over, or under any portion of the easement, or plant trees or any other vegetation on any portion of the easement except with the prior written consent of RCTC, its successors and assigns. No other easements shall be granted on, under or over the easement without the prior written consent of RCTC, its successors and assigns. Such right shall be exercised for a period of three (3) consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. The duration of the rights under this easement shall not extend beyond November 6, 2017, or upon filing of a Notice of Completion, whichever is earlier. Property Owner shall not cause, directly, indirectly or negligently, any interference with or harm to the rights conveyed hereunder. 17336.02100\9125466. l EXHIBIT A, PAGE 2 r 2 3 4 6 7 8 9 10 11 t2 13 14 15 I6 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PSOMAS EXHIBIT `Al' LEGAL DESCRIPTION Caltrans Parcel No. 22218-1 Fee Acquisition 11PN 118-270-034, 35, 36, 38, 39, and 42 Those portions of Parcels 1 through 6, inclusive, of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of .Parcel Maps, Records of said County, described as follows: 'I Beginning at the most northerly comer of said Parcel 2; thence along the northerly line of said Parcel 2 South 81°57'20" East 288.27 feet to a point thereon; thence South 72°26'28" West 218.38 feet; thence South 73°45'06" West 161.02 feet to the beginning of a curve concave northerly having a radius of 903.00 feet; thence westerly along said curve 382.42 feet through a central angle of 24°15'53" to the beginning of a compound curve concave northerly having a radius of 1,403.00 feet; thence westerly along said curve 32.48 feet through a central angle of 01°19'36"; thence South 54°27'43" West 54.62 feet; thence South 09°15'36" West 95.59 feet; thence South 08°05'21" West 34.85 feet; thence South 09'23'23" West 155.22 feet to a point, said point being the beginning of a non -tangent curve concave westerly having a radius of 95.00 feet, to which point a radial line bears South 79°06'07" East; thence southerly along said curve 9.83 feet through a central angle of 05°55'39" to a point on the westerly line of said Parcel 6; thence along the westerly line of said Parcels 1 through 6, also being the easterly line of Lincoln Avenue as shown on said parcel map the following five (5) courses: 1. North 08°03'59" East 342.88 feet to the beginning of a curve concave southeasterly having a radius of 14.50 feet; 2. Northeasterly along said curve 22.78 feet through a central angle of 90°00'00"; 3. North 08°03'59" East 65,00 feet to the beginning of a non -tangent curve concave northeasterly having a radius of 14.50 feet, to which point a radial line bears South 08'03'59" West; PA2PTG0105'))1'',SU YILEGALS122218 APN...118-270-035 036 038 039 0421Lega1A22218-1-FEE.doc Pagc 1 of 6/2..7/7014 EXHIBIT A, PAGE 3 2 5 6 7 8 9 lU it 12 13 14 15 16 17 1.8 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS 4. Northerly along said curve 22.78 feet through a central angle of 90°00'00"; 5. North 08°03'59" East 82.16 feet to a point thereon, said point being the most southerly comer of Parcel 2070-107B as described in the .Final Order of Condemnation, Case No. 217114, Superior Court of said County, a Certified Copy thereof being recorded October 5, 1995 as Instrument No. 333298 of Official Records of said County; thence along the southerly line of said Parcel 2070-107B the following two (2) courses: 1. North 66°09'06" East 12.61 feet and 2. North 86°05'56" East 64.11 feet to a point on the northerly line of said Parcel l; thence along the northerly line of said Parcel 1 the following four (4) courses: 1. South 81 °55'24" East 214,71 feet to the beginning of a curve concave northerly having a radius of 150.00 feet; 2. Easterly along said curve 72.60 feet through a central angle of 27°43'49" to the beginning of a reverse curve concave southerly having a radius of 150.00 feet; 3. Easterly along said curve 72.51 feet through a central angle of 27°41'53"; and 4. South 81 °57'20" East 77.36 feet to the Point of Beginning. Containing 114,644 square feet. This conveyance is made for the purpose of a freeway and the Grantor .hereby releases and relinquishes to the Grantee any and all abutter's rights or access, appurtenant to Grantor's remaining property, in and to said freeway. The distances described herein are grid distances and are based on California Coordinate System of 1983, Lone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476 See Exhibit `A2' attached hereto and made a part hereof. P-2PT0010501 a VE`hLEGALS122218_APN_118-270-035_036 038_039 0421Lega1s\22218-1-FEE.doc 6:27/2014 Page 2 of 3 EXHIBIT A, PAGE 4 I I, PSOMAS Prepared under the direction of Brian E. Bullock,, PLS 5260 Date - 27- 14- PA2PTGO 10501 \SUR V ErtliCiALS \ 2.221ELAPNL I I 8-270-035_036_038239_0,I2 \ Legals\22218-1-FELdoe 6127/7.014 Page 3 of 3 EXHIBIT A, PAGE 5 EXHIBIT A2 PARCEL# TITLE AREA APN 22218-1 FEE 114,644 5.F. 118--270-034,35,36,38,39,42 r PARCEL PARCEL 1 20 70 - 107 P P01 j 5 1 18-270-023 , ., ill A a2 2 51 / 62-63 77.36' N66° 09'06 ;E 12.61 )~ 11. 581'75524E 214. 71 '----'. 581 ° 57'20"E 64• "E w into 86°05 56 R=150.00' � PARCEL 1 =27°43' a=27 43 49 R=150.00' L=72.51' A=27°41'53" � ni' I 1 18-270-042 (2221 8-1) PARCEL °m 2 o I z 118-270-0341 R=14.501; L=22.78'�.00111L S08°03`59"W (R) A=90 00 00 ' D ST. ! I N08°03159"E / (R) R=1403.00' L=32.48' PARCEL 3 42: I-- w 65.00' N08°03'59'°E=01 L-3a2' ° 1 9'36" 3 oot W r '` -..- -.,R...90 ✓ t- — N R=14.50 ! L=22.78' 1 \ ©'�4° 1 5"53" Lu ©=90°00'00". I co �, j I rn Q jI � s09°20'34"W 554°27'43"W 54.62' S09° 1 5'36"W 95.59' (R) DOC. #2000-033061 P�1\01, P � N1.. 2 .. 143/ 1\1Dr 91 - Lu O.R. `n 21 ��1U 93 "W P`1r�Cr 1 1$-270-035 Z1 44' 1 S S08°05`21 34.85' PARCEL 3 I O 118-270-039 U I 1.1, Z i cn � I rn ® __-- q. __._____- PARCEL -4 I M PAR DEL 1; a i 18-270-036 10 N N O I z i LO• rn 1 18-270-038 N ��a CO 1 I ) o in S79°06'07"E (R) — iiiiiihro._ S73°10128"E (R), r R=95.00' f L=9.83' A=05° 55139" I I—ommR mitimmiNMWER FEET 0 40 80 160 240 NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zane 6. Distances and stationing are grid distances. Divide to POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing 2 2 2 '( Q _ 1 1 U by 0.99997476 obtain ground )Tiffs to State FEE ACQUISITION distances. Ail distances ore in feet I((( Access Prohibited unless otherwise noted, PREPARED BY: DATE: 06-27-14 REV.: EA: OF540 FA#: PSOMAS Centre e200 DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS t+A Sanara/California (714)751-373/C714)54S-8883 (Fax) 8 R I y 91 C • C 2 2 EXHIBIT A, PAGE 6 EXHIBIT A2 PARCELi* TITLE AREA APN 22218-1 FEE 114,644 S.F. 118-270-034,35,36 38,39,42 /i PARCEL PaA/1,8a /R=150.00 PARCEL 2 / 62-63 1 18-270-023 1 18-270-024 L=72.51` A=27°41'53" P013 R=150.00' L=72.60' A=27° 43'49" . 77.36 S81 I 307.25' o ' 57 20 E 365.63 288.27' PARCEL 2 -6 PARCEL 1 2°5 118-270-034 a6'W 1 i 8-270-042 3�O 2`6 5pac,3 Q, IA� , O w (2221 8-1� µ S�Z Sa1\0 Op rn� z 0 6'`N Q- 0 re) 00 W oA5 2 W SI 161 ,0 in �O V) PARCEL 3 3$�'a2 �p�•0p ° 5'S3 Q 1 18-270-035 F�'—° - --- D'2 DOC. #2000-033061 .'i O.R. P P,N,S, M, NO, 21690 1 3/ 91- 3 PARCEL Iffilmomminuini 3 FEET 0 0 4BO 160 240 _ Li) PARCEL 4 _t 1341 118-270-036 L) 0- NOTES LEGEND Coordinates and bearings ore on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide P08 Indicates Point Of Beginning TP08 Indicates True Point Of Beginning (R) Indicates Radial Bearing 2 2 2 1 S - 1 by 0.99997476 to obtain ground ( )Title to State FEE ACQUISITION distances. All distances are in feet 1i1I Access Prohibited unless otherwise noted. PREPARED 8Y: DATE: 06-27-14 REV.: EA:OF540 FA#: PSOMAS 3 ton Centre Drive 5tc, n DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS Santo Ana, 73/(714)54 4x7a7 , (?14)751 �737D/(11 AISGS-88D3 {i'axb 8 R I V 91 5.5 1 2 EXHIBIT A, PAGE 7 • 2 5 7 10 11 12 13 l4 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS EXHIBIT `131' LEGAL DESCRIPTION Caltrans Parcel No. 22218-2 Temporary Construction Easement APN 118-270-034 That portion of Parcel 2 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly comer of said Parcel 2; thence South 81°57'20" East 288.27 feet along the northerly line of said parcel to a point thereon, said point being the True Point of Beginning; thence South 81 °57'20" East 10.41 feet continuing along said northerly line to a point thereon; thence South 17°33'32" East 13.50 feet; thence South 72°26'28" West 100.00 .feet; thence North 17°33'32" West 18.00 feet; and thence North 72°26'28" East 90.62 feet to the True Point of Beginning. Containing 1,779 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit 132' attached hereto and made a part hereof. P.12PTCi0100 'SURVEY\1,C:GALS':22218_ N_118-27041;5_336_0:41_039.. 94ZLegals`22218-2=11.1 doe 12 1012012 Page I a?. EXHIBIT A, PAGE 8 7 8 9 10 11 E i 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS Prepared under the direction of Brian E. Bullock, PI.S 5260 Date PAPTC.i010501 iSURVEY!LEGAL5122218_APN_118-270-03i_036_038_039_042kLegalc122218-2-TCF dac 12110!2012 Page 2 of 2 EXHIBIT A, PAGE 9 EXHIBIT B2 PARCEL# TITLE AREA APN 22218-2 TCE 1,779 SO. FT. 118-270-034 C1 V°0 \ L*1.1, \� C2 r<•o V{11 r PARCr L 118-270-042 PATCEL 1 P,M E3, PARCEL 2 51 / 62-63 f118-270-024 -- 307.25' S81°57'20"E 288.27 PARCEL 2 [ i 8-270-0341 PARCEL 3T 4`} 178-270-039 P. +/1, P. M. B. 118-270-035 DOC. #2000-033061 O.R. NO, 21 690 143/ 91-93 (.2218 J L1 L3 L4 L2 io Q' v .r- v o M co Icn O LINE TABLE BEARING DISTANCE L1 S08°07'46"W 53.36' L2 S81°52'14"E 10.00' L3 581°57'20"E 10.41' L4 517°33'32"E 13.50' L5 572°26'29"W 100.00' L6 N17°33'32"W 18.00' L7 N72°26'28"E 90.62' CURVE TABLE DELTA RADIUS LENGTH C1 27°43'49" 150.00' 72.60' C2 27°41'53' 150.00' 72.51' 118-270-036 FEET 0 40 80 160 240 118-270-003 0 N 1 co NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zane 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. C POB Indicates Paint Of Beginning TPOB Indicates True Paint Of Beginning (R) Indicates Radial Bearing Title to State 11 U Access Prohibited 22218-2 TEMPORARY CONSTRUCT f ON EASEMENT PREPARED BY: PS O M A S 3 HOW'', Centre Ori,e Ste. 800 Sonia Ano, CoWernie 98707 f 718)151-t30/C7te)Se5 8883 (Cnel DATE:03-06-12 REV.:2; 12-10-12 EA: OF540 FAn: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 RIV 91 5.5 1 1 EXHIBIT A, PAGE 10 3 4 5 6 7 8 9 10 11 t2 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 I 11 1, I t PSOMAS EXHIBIT `CI' LEGAL DESCRIPTION Caltrans Parcel No. 22218-3 Temnoran' Construction Easement APN 118-270-035 & 036 Those portions of Parcels 3 and 4 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of Califomia, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of said Parcel 4; thence South 81 °54'34" East 209,29 feet along the northerly line of said parcel to a point thereon; said point being the beginning of non -tangent curve concave northerly having a radius of 903.00 feet, to which point a radial line bears South 00°18'16" East; thence easterly along said curve 69.24 feet through a central angle of04°23'35" to the True Point of Beginning; thence easterly, continuing along said curve 54.34 feet through a central angle of 03°26'53"; thence South 08°08'46" East 18.00 feet to the beginning of a non -tangent curve concave northerly having a radius of 921.00 feet, to which point a radial line bears South 08°08'46" East; thence westerly along said curve 55.43 feet through a central angle of 03°26'53 "; thence North 04'41'53" West 18.00 feet to the True Point of Beginning. Containing 988 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `C2' attached hereto and made a part hereof. € aPTGOIO501,SURVEI^LEGALSt.2221A APN_115-270-035 016_038_039_042A e8,als+22218-3-1Cl .doc 12/10/2012 Pnge 1 or2 EXHIBIT A, PAGE 11 r 2 3 4 5 PSOMAS Prepared under the direction of �t a. c'.. • , ag. 6 Brian E. Bullock, PLS 5260 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2=l 25 26 27 28 29 30 31 /2-M - /2 Date P:'2PT001050I STAVE MEGA l.St2,,y18 APN 118.270-035 03ri 038 039 042'1.cuts1222iS-3-T(Edoc 12110/2012 _ _ _ _ _ _ Pagr 2 of 2 EXHIBIT A, PAGE 12 •e • EXHIBIT C2 PARCEL# TITLE AREA APN 2221 8-3 TCE 988 S0. FT. 118-270-035 & 036 L3 N IC2 o T. C1 PO8 PARCEL 1 PARCEL 2010- 101 A ! L4-.: PARCEL 1 118-270-042 S08°03'59"W (R) P.M.a, 51 / 62-63 C4 519°39'13"E (PRC) 1J L5 118-270-023 P,M. P,M,S., ' N08°03'59"E IR) PARC;=L 3 / S00°18'16"E (R) 581 °54'3,1"E 209.29' _.. TPOB,i 1 8.00' N04°41'53"W(R) PARCEL 5 118-270-039 -10 1 DOC. #2000-033061 O.R. PARCEL 6 118-270-038 "1- op 1 FEET 0 1111111111111111. C L6 NO, 21b,40 1 '}3/ 9 1 93 PARCEL 2 40 80 160 240 118-270-034 (22218-3 1 8.00' SO8°08'46"E(R) 118-270-035 PARCEL 3 LINE TABLE BEARING DISTANCE L1 N08°03'59"E 65.00' L2 N08°03'59"E 82.16' L3 N66°09'06"E 12.61' L4 N86°05'56"E 64.11' L5 581°55'24"E 214.71' L6 581 °57'20"E 77.36' CURVE TABLE DELTA RADIUS LENGTH C1 90°00'00" 14.50' 22.78' C2 90°00'00" 14.50' 22.78' C3 27°43'49" 150.00' 72.60' C4 27°41'53" 150.00' 72.51' C5 04'23'35" 903.00' 69.24' C6 03°26'53" 903.00' 54.34' C7 03°26'53" 921.00' 55.43' NOTES LEGEND Coordinates and bearings are on CCS 19133(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. C POB Indicates Point Of Beginning TPOB Indicates True.Point Of Beginning (R) Indicates Radial Bearing )Title to State ) r) 1 Access Prohibited 22218-3 TEMPORARY CONSTRUCTION EASEMENT PREPARED BY: PS®MS 3 Hutton Centre Drive, Ste. 206 Son:a Ano, Colifornio 92767 (714)751 7373/{i 4)54S 6803 Wax) DATE:09-05-12 REV.: 12-10-12 EA: 0E540 FAtt: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R1V 91 5.5 1 1 EXHIBIT A, PAGE 13 PS OMAS EXHIBIT `D 1' LEGAL DESCRIPTION Caltrans Parcel No. 22218-4 Temporary Construction Easement APN's 118-270-038, & 39 Those portions of Parcels 5 and 6, of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of Parcel 2 of said parcel map; thence along the northerly line of said Parcel 2 South 81 °57'20" East 288.27 feet to a point thereon; thence South 72°26'28" West 218.38 feet; thence South 73°45'06" West 161.02 feet to the beginning of a curve concave northerly having a radius of 903.00 feet; thence westerly along said curve 382.42 feet through a central angle of 24°15'53" to the beginning of a compound curve concave northerly having a radius of 1,403.00 feet; thence westerly along said curve 32.48 feet through a central angle of 01 ° 19'36"; thence South 54°27'43" West 40.53 feet to the True Point of Beginning; thence continuing South 54°27'43" West 14.09 feet; thence South 09°15'36" West 95.59 feet; thence South 08°05'21" West 34.85 feet; thence South 09°23'23" West 155.22 feet to a point, said point being the beginning of a non -tangent curve concave westerly having a radius of 95.00 feet, to which point a radial line bears South 79°06'07" East; thence southerly along said curve 9.83 feet through a central angle of 05°55'39" to a point on the westerly line of said Parcel 6; thence along the westerly line of said Parcel 6, also being the easterly line of Lincoln Avenue as shown on said parcel map, South 08°03'59" West 34.88 feet to a point thereon, said point being the beginning of a non -tangent curve concave southeasterly having a radius of 77.12 feet, to which point a radial line bears North 66°45' 14" West; thence northeasterly along said curve 9.78 feet through a central angle of 07°16'02" to the beginning of a reverse curve concave westerly having a radius of 105.00 feet; thence northerly along said curve 35.24 feet through a central angle of 19°13'53"; thence North P:\2PTG010501\SURVEY\LEGALS\22218_APN_118-270-035_036_038_039_042\Lega(s\22218-4-TCE.doc Page 1 of 2 6/30/2014 EXHIBIT A, PAGE 14 1 PS OMAS 09°23'56" East 156.30 feet; thence North 08'05'21" East. 11.93 feet; thence South 80°46'22" East 10.00 feet; thence North 09'13'38" East 56.43 feet; thence North 80°46'22" West 10.43 feet; thence North 09'15'36" East 71.91 feet to the True Point of Beginning. Containing 3784 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476 See Exhibit `D2' attached hereto and made a part hereof Prepared under the direction of Brian E. Bullock, PLS 5260 Date PA2PTG010501 SURVE,YTE:GALS`•.22218 APN 1.1.8-20-035 — 036— 038_039_042\Legals\22218-4= OEaloe Page 2 of 2 6/30t2014 - EXHIBIT A, PAGE 15 EXHIBIT D2 PARCEL# TITLE AREA APN 22218-4 TCE 3784 S.F. 118-270-038 & 039 PARCEL 1 P,1V1,8, PARC L 2 / 62-63 118-270-023 118-270-024 POB 4 77.36 S810 307.25' 57 20 E 365.63 288.27' P A R 0 E L 2 1:(2) PARCEL 1 118-270-034 A6 �36 \ cv 1 18-270-042 0 `� pas 1 �� 0 62 S 3• A !� 2 I w w = 0 , • „� S1 0 52 0' Sa11 p 0 v- v . r� v- 0 r-0 M 0 0 q5 OZ w S'l 61 ' 0 - PARCr L 3 L� 3�2 °AZ R=gp3 .pp 5 53 1 18-270-035 2A0 D` DOC. #2000-033061 O.R. P.M. P.,1V1.,5, NO. 21690 1 3/ 91- 3 PARCEL FEET 0 40 80 160 240 L7 —I PARCr L z1 —1 1 18-270-036 0 P 11_ NOTES LEGEND 2 2 2 1 8 - 4 TEMPORARY CONSTRUCTION EASEMENT Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing Title to State Access Prohibited PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santo Ana California 92707 (714)751-7373/(714)545-8883 (Fax) DATE: 06-27-14 REV.: 1, 06-30-14 EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO.TOTAL SHEETS 8 ,],� FX1 F�1MYT A PAP-1' 1 R 5. 5 1 3 EXHIBIT D2 PARCEL# TITLE AREA APN 22218-4 TCE 3784 S.F. 118-270-038 & 039 PARCEL PARCEL 1 070-l J l P, NJ J, 1 18-270-023 A A J , 51 / b2.-b3 77.36' S81 ° 57'20"E I PARCEL 1 I 1 18-270-042 PARCEL I 118-270-034 J D ST. - -------1 R=1403.00' PARCEL 3 r- 1 I I L=32.48' �p=01 ° g2. �,3 •A21 w 1 9'36„ w 9p3`00 0 r'` C p=24° 15'53"R= w Lu I ' ' \ S09°20'34"W ' S54°27'43"W 40.53' TPOB (R) DOC. #2000-033061 P .A ., NO., O.R. o 21690 > I ; ; PA,8, 1 3/ 91 -93 Q I i ' 22218-4� PARCEL 5 1 18-270-035 ZO r ' 4411 PARCEL 3 _ 1 118-270-039 z I M�� '� I I-J ----� I PARCEL 4 —J WIa w11-- I •si- I =iw OM 1 PARCEL b O 1 1 18-270-036 I o I w Cr 1118-270-038 v Ul w I � I I I I I I ( I I I I ) ( 1 \ i i I FEET 0 40 80 160 240 NOTES LEGEND 2 2 2 1 8- 4 TEMPORARY CONSTRUCTION EASEMENT Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( )Title to State 1t1 Access Prohibited PREPARED BY: PSOMAS 3 Hutton Centre Drive Ste. 200 Santa Ana Col ifornia �32707 (714)751-�373/(714)545-BBB3 (Fox) DATE:06-27-14 REV.: 1; 06-30-14 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 pr V\, CVLJ' l: T A q CAPI 4 T 5.5 2 3 EXHIBIT D2 PARCEL# TITLE AREA APN 22218-4 TCE 3784 S.F. 118-270-038 & 039 \ S09°20'34"W (R) ��� R=90 .00, �-- ��- 0-24 15'53" S54°27'43"W 1 4.09' uJ io �� R=1403.00' L=32.48' A=01 ° 1 9'36" S54 27 43 W DOC. # 40.53' 2000-0330610.R. TPOB F NJ, NO 2 J 690 Q I o, in -r) .. N09° 1 5'36"E p , iyi „ 5 „ J 3/ 9 1 - 93 o _I 1 rn (3) 'N80°46'22"W Z 2221 8-i) 0 r r 10.43' PARCEL 5' j N09° 1 3'38"E J 44 56.43' 118-270-039 I S08°05'21"W 34.85' S80°46'22"E � 1 0.00' F �� NO8° 905 21 E PARCEL 8 i � , 118-270-038 118-270-041 i j inin 1+7 o I rn 'ii S79°06'07"E (R) R=95.00' � .� c9 in M 1 O o oo rn, O �' \ \.. __ \.� °O• r� / N66°45'14"W DETAIL NO SCALE 1 R=77.12' L=9.78' 1 0=07° 16'02" (R) / �,� L=9.83' 0=05°55'39" S73°10'28"E (R) //, S08°03'59"W I ,' I 1S 78°43'05"E (R) /�'� R=105.00' 11 p=19°13'53' ,- -------- ' 34.88' .' _ N66°45'14"W (R) //`- -1 FEET 0 25 50 100 150 NOTES LEGEND _ " 4 TEMPORARY CONSTRUCTION EASEMENT Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing )Title to State Access Prohibited _U_LL PREPARED BY: PSOMAS 3 Hutton Centre Drive Ste 200 Santa Ano, California 92707 (714)481-80534714)545-8883 (Fax) DATE:06-27-14 REV.: 1; 06-30-14 EA:OF540 FAvt: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 p FY1-RRlT\/ T a qq PAA 111 5.5 3 3 r ]0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS EXHIBIT `E1' LEGAL DESCRIPTION Caltrans Parcel No. 2221.8-5 5 "' Temporary Construction Easement 6 APN 118-270-038 7 8 That portion of Parcel 6 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the southwest corner of said parcel; thence North 08°03'59" East 71.55 feet along the westerly line of said parcel to a point thereon; thence South 81°56'01" East 18.00 feet; thence South 08°03'59" West 71.51 feet to a point on the southerly line of said parcel; thence North 82°03'18" West 18.00 feet along said southerly line to the Point of Beginning. Containing 1,288 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `E2' attached hereto and made a part hereof. Prepared under the direction of �- Gam. /2-A9-72 Brian E. Bullock, P1.S 5260 Date P:12PTG010501\5URVEY%EliAIS,22218_APN_I 18-270-035_036_018y9_042'Legais`22218-5-rCE doc 12/10/2012 rate I or I EXHIBIT A, PAGE 19 EXHIBIT E2 PARCEL# TITLE AREA APN 22218-5 TCE 1,288 S0. ET. 118-270-038 CV !PARCEL 1 PARCEL 2 I -' ' 118-270-042 .— "' j ! ._----- 118-270-034 i C2 S08°03'59"W (R1 - D ST. J < N08°03'59"E (R) j 118-270-035 C1 -' PARCEL 3 I—___ , .— c� II .qr o 118-270-039 � I . 1 c P.M, - 1 F' , l . S . NO. 2170 ., 1 43/ 91- 93 _i tLl V' n` co Q 1 v 1 LINE TABLE LI-j 1 BEARING DISTANCE Z —1_ 0 � 1 PARCEL 0 L1 L2 NOS°03'59"E N08°03'59"E 65.00' 82.16' - U I Z 4 4 _---- 1 CURVE TABLE --I I DOC. #2000-033061 O.R. DELTA RADIUS LENGTH j C1 C2 90°00'00" 90°00'00" 14.50' 14.50' 22.78' 22.78' 1 w 118-270-041 in j u' PARCEL 6 i a 118-270-040i jo co 118-270-038 Z j i 1 581 ° 56'01 "E 18.00' N82°02'33"W 644.64' 0) j � in r18-270-Or2 I In;� POBj •' 508°03'59"W 1' 71.51' "- o TRACT �1U 21690 �``,°� � M.8.. 154/ 92-93 .i I r— 137.00` '.immm. 18.j00' N82°03 18"W I- plIMIlill.111111111111111111111111 FEET 0 40 80 160 240 NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide POB Cndicates Point Of Beginning TP08 Indicates True Point Of Beginning (R) Indicates Radial Bearing 2 2 2 1 8 - 5 TEMPORARY by 0.99997476 to obtain ground ( )Title to State CONSTRUCTION distances. All distances are in feet (1 1 Access PrahiDited EASEMENT unless otherwise noted. PREPARED BY: DATE: 09-05-12 REV.: 12-10-12 EA: OF540 FAtt: PSOMAS 3 tut+on Cet;tre prf:,c, Ste. 2n DISTRICT COUNTY ROUTE SHEET Pad SHEET NO. TOTAL SHEETS Scrto A-q, C^ 31C,nic;•'07 (714)f51-73231; ti4)3-15-8333 (�^.Y 8 RIV 9 t t . 1 1 EXHIBIT A, PAGE 20 1 2 3 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 23 ?4 26 27 28 29 30 31 PS OMAS EXHIBIT IT LEGAL DESCRIPTION Caltrans Parcel No. 22218-6 Building Demolition Easement APN 118-270-034 & 035 Those portions of Parcels 2 and 3 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of said Parcel 2; thence South 81 °57'20" East 288.27 feet along the northerly line of said parcel to a point thereon; thence South 72'26'28" West 100.51 feet to the True Point of Beginning; thence South 72°26'28" West 117.88 feet; thence South 73°45'06" West 159.62 feet to a point on the southerly line of said Parcel 2; thence South 81°56'01" East 251.74 feet along a portion of said southerly line and the prolongation of said portion of said southerly line; thence North 08°03'59" East 116.70 feet to the True Point of Beginning. Containing 14,474 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described, The mean combination factor for this conversion is 0.99997476. See Exhibit `F2' attached hereto and made a part hereof. P i2PIG010501 LSURV LYILEGA LSt222I8_APN_I18.270.033_036_038,_039_042\Legals122218-6•11DF doc 12/ 02012 Page 1 of EXHIBIT A, PAGE 21 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS oMAs Prepared under the direction of Brian E. Bullock, PLS 5260 Date P.N2PTG010501 SURVEY LEGALS`22218 APN 9I8-270-035 .036_038 039 042 I eg11s'22218-6-1313F,.doc 12/10/2012 Huge 2 of 2 EXHIBIT A, PAGE 22 EXHIBIT F2 PARCEL# TITLE AREA APN 22218-6 BDE 14,474 SO. FT. 118-270-034 & 035 C1 PARCr i 718-270-042 PARCEL 1 P,M,ga 118-270-023 PARCr L 3 � L.- POB PARCEL 2 51 / 62-63 718-270-024 307.25' 581°57'20"E - 288.27' 1 18-270-034 581°56'01"E 251.74' 118-270-035 DOC. #2000-033061 O.R. P,M, NO, 21690 P.M,r1, 143/ 91-93 118-270-036 L1 3 La cc m- Ira co 1� v7 LINE TABLE BEARING DISTANCE L1 S08°07'46"W 53.36" L2 S81°52'14"E 10.00' L3 S72°26'28"W 100.51" CURVE TABLE DELTA RADIUS LENGTH C1 27°43'49" 150.00' 72.60' C2 27°41'53" 150.00' 72.51' I FEET 0 40 80 160 240 178 270-003 718-270-015 NOTES LEGEND Coordinates and bearings ore on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. POB indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radio! Bearing Title to State ! ► ! Access Prohibited 3 2221.8-6 BUILDING OFMOLITION EASEMENT PREPARED BY: PSOMAS 3 `otton Centre Orive St-„ 200 Soitc Aro, Co! fornia 92707 l 1141751.7373/it14l545^UO3 `oK DATE:09-05-2012 REV.:2; 12-10-2012 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 RCV 91 5.5 1 1 EXHIBIT A, PAGE 23 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 78 29 30 31 I PSOMAS EXHIBIT `GP LEGAL DESCRIPTION Caltrans Parcel No. 22218-7 Building Access Easement APN 118-270-034 & 035 Those portions of Parcels 2 and 3 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of said Parcel 2; thence along the northerly line of said Parcel 2 and the general easterly lines of said Parcels 2 and 3 the following four (4) courses: 1) South 81°57'20" East 307.25 feet to the northeasterly comer of said Parcel 2; 2) South 08°07'46" West 53.36 feet; 3) South 81 °52'14" East 10.00 feet; and 4) South 08°07'46" West 106.87 feet to a point thereon; thence North 81 °54'03" West 97.18 feet to a corner of a commercial building, said corner being the True Point of Beginning; thence South 08°09'05" West 10.00 feet along the general easterly face of said building to a point thereon; thence North 81°54'03" West 180.99 feet to a point on the general westerly face of said building; thence North 08°11'21" East 10.00 feet along said general westerly race to a comer of said building; thence South 81'54'03" East 180.98 feet along the northerly face of said building to the True Point of Beginning, Containing 1,810 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `02' attached hereto and made a part hereof. P:12PTG01050RSURVEMEGA LSi22213_AI'N_1i3.270-035.036 03$,039,042"Lega1st22213-7-8AFdoc 12/10(2012 Page 1 of 2 EXHIBIT A, PAGE 24 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS it Prepared under the direction of Brian E. Bullock. PLS 5260 Date 1z-/a-/Z P`.?P'1`601050I,SURVEY!I.17GALS122218_APN_118.270-035_03b 038039_A21LegalsL2218-7-RAFaide 12/ 10l2012 Page 2 of EXHIBIT A, PAGE 25 EXHIBIT G2 PARCEL# TITLE AREA APN C1 22218-7 BAE PARCEL 1 C2 PARCEL 118-270-042 PARCEL 3 ..- t P,M, NO. 21690 P.1•l.2, J43/ 91— 93 PARCEL 4 P.M.O. 118-270-023 POB 77.36' 1 1401" 10.00t 118-270-035 1 81 0 S0. FT. PARCEL 2 'J / F2-63 118-270-024 ��- - 307.25' S81 °57'20"E -- 288.27 PARCEL 2 118-270-034 1,22218-7 581 ° 54'03"E 180.98' M_. 1 §10.99' N81 54'03"W 508° 09'05"W 10.00' 118-270-034 & 035 I r IN81 ° 54'03"W I 97.1 8' i I DOC.I#2000-033061 • I r i 1 18-270-036 O.R. TPOB L1 L2 LINE TABLE BEARING DISTANCE L1 508°07'46"W 53.36' L2 581°52'14"E 10.00' CURVE TABLE DELTA RADIUS LENGTH C1 27°43'49" 150.00' 72.60' C2 27°41'53" 150.00' 72.51' I FEET 0 I-� 40 80 rmmilimmmumwmi 160 240 118-270-003 NOTES LEGEND Coordinates and bear`ngs are on CCS 1983(2007.00) Zone 6. Distances and stationing ore grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. PO8 TP08 (R) C ) Indicates Point Of Beginning Indicates True Point Of Beginning Indicates Radial Bearing Title to State t i t t Access Prohibited 22218-7 BUILDING ACCESS EASEMENT PREPARED BY: PSOMAS 7 H.Ittnn Cen>re °rlue, Ste. 7,0 Sarin Ann Ghiilnrnfo 92707 t714t+51-7373vt710545.9883 DATE:12-1 2012 REV.: EA: OF540 FA*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO TOTAL SHEETS 8 R1V 91 5.5 i EXHIBIT A, PAGE 26 R PROOF OF MAILING NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on Augusti✓-2014, I mailed a copy of the attached notice by first-class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as Assessor Parcel Nos. 118-270-034, 118-270-035, 118-270-036, 118-270-038, 118-270-039 and 118-270-042 (CPNs 22218-1, 22218-2, 22218-3, 22218-4, 22218-5, 22218-6 and 22218-7): Corona Towne Center, LLC Record Owner 4416 West 154`1i Street Lawndale, CA 90260 Corona Towne Center, LLC Record Owner 251-401 North Lincoln Avenue Corona, CA 92882 Corona Towne Center, LLC Record Owner 10410 South Vintage Avenue, Suite A Ontario, CA 91761 Richard G. Greenberg, Esq. Courtesy Copy Greenberg, Whitcombe & Takeuchi, LLP 21515 Hawthorne Boulevard, Suite 450 Torrance, CA 90503-6531 Michael H. Leifer, Esq. Palmieri, Tyler, Wiener, Wilhelm & Waldron LLP 2603 Main Street, Suite 1300 Irvine, CA 92614 Dated: Augusr7✓`2014. Courtesy Copy Margaret L. Barnes 17336.02100\9134547.1 1RckN1 1\)0. vy -022 ANGE IO J. PALMIERI (1926,199e) ROBERT F. WALDRON (1927-19911) ALAN H. WIENER.' MICHAEL J,GREENE' DENNIS W, GHAN• DAVID D. PARR. CHARLES H, KANTER• PATRICK A. HENNESSEY DON FISHER GREGORY N; WEILER WARREN A. WILLIAMS JOHN R. LISTER MICHAEL H. LEIFER SCOTT R. CARPENTER RICHARD A.. SALUS NORMAN J. RODICH RONALD M. COLE MICHAEL L. D'ANGELO STEPHEN A. SCHECK DONNA L. SNOW PAI.. RYAN M. EASTER ELISE LI KERN MELISA R. PERE2 MICHAEL I. KEHOE CHADWICK C. BUNCH ANISH J. BANKER RYAN M. PRAGER BLAINE M. SEARLE ERIN BALSARA NADERI CANDICE L. LEE ERICA M.. SOROSKY MICHAEL P. BURNS JOSHUA J. MARX ERIN K. OYAMA STEVEN R. GUESS KATHERINE M.. HARRISON BRIAN GLICKLIN MICHAEL C. CHO., OF COUNSEL ROBERT C. IHRKE, OF COUNSEL JAMES E. WILHELM; OF COUNSEL DENNIS G. TYLER•, RETIRED 'A PROr EASIOMAL CORPOPAT101 IERI, TYLER. WIENF R, WI LHELM &L WALDRON: VIA E-MAIL & U.S. MAIL 2603 MAIN STREET EAST TOWER — SUITE 1300 IRVINE, CALIFORNIA 92614-4281 (949)851-9400 lvww. ptwww. com June 10, 2014 Members of the Board of the Riverside County Transportation Commission c/o Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, CA 92501 Re: Taking of portions of Cardenas Markets' business location at Corona Towne Center Dear Board Members: P.O. BOX 19712 IRVINE, CA 92623-9712 WRITER'S DIRECT DIAL NUMBER (949) 851-7294 WRITER'S DIRECT FACSIMILE NUMBER (949) 825-5412 FIRM'S DIRECT FACSIMILE NUMBERS (949) 851-1554 (949) 757-1225 mleeleraiptwww.com REFER TO FILE NO. 36964-000 Cardenas Markets ("Cardenas"), is the anchor tenant of Corona Towne Center retail center located on Lincoln Boulevard. Cardenas requests that this letter and its enclosures be made part of the administrative record on this matter. Additionally, Cardenas requests that RCTC's entire file, as it relates to this property, including, but not limited to, internal communications, reports, notes, correspondence and any submittals or communications with the City of Corona be included as part of the administrative record on this matter. Cardenas is a significant stakeholder in the City of Corona and the County of Riverside. Cardenas has been the anchor tenant in a synergistic retail center --Corona Towne Center --for approximately 10 years. Corona Towne Center was a great site for Cardenas. Because of the RCTC project that is changing. ►244391.2 PALMIERI, TYLER, WIENER, WILHELMtWALDRON7 Jennifer Harmon June 10, 2014 Page 2 Cardenas serves over one million customers at the location through the assistance of about 130 onsite employees (over 85 percent of the employees live in Corona). Cardenas wants to continue to operate from this site. Cardenas wants its many employees to continue to assist this family -owned business from this site for years to come. The RCTC project puts all that in significant question. Cardenas has so informed the City of Corona, RCTC senior staff and the property owner of its concerns about the viability of this center. What has Cardenas received in response from RCTC staff? Very little. Cardenas has largely been ignored. Its concerns have been ignored. For over two years the Cardenas ownership has expressed concern directly to the RCTC staff about proposed impacts to its business location caused by takings from the Cardenas -anchored center. What did Cardenas seek from RCTC staff? A plan and a commitment from RCTC that would put Cardenas in the same position as it was as if the project had not gone forward. That is, Cardenas sought to be made whole for the impacts to its business location. It is understood that the RCTC and Caltrans mission is to widen the 91. It must also be RCTC's mission to economically protect those in the path of the widening. How should Cardenas be put in the same position? Prior to the project, the Cardenas store was situated as an anchor to the Corona Towne Center. The Center was developed and configured to be accessed from Lincoln. Four entry points and four drive aisles from Lincoln led to an extremely visible anchor location. The parking field was situated in front of Cardenas. Cardenas is entitled to and has sought no more than what it had in terms of site configuration. Because of the numerous takings and the nature of the infrastructure, the remainder of Corona Towne Center is totally misconfigured and misoriented. The Corona Towne Center was developed to be a Lincoln Avenue -oriented development. All primary access points were from Lincoln Avenue. The building orientation was directed to the Lincoln Avenue orientation. The RCTC project flips the remainder of the property on its side. Effectively it will have no Lincoln Avenue access. The one driveway slated to remain, out of four, is the shortest possible drive aisle and creates the biggest bottleneck. RCTC staff is proposing more access from a new side road--2nd Street while all of the buildings will still be oriented towards Lincoln Avenue. Tens of thousands of square -feet of synergistic retail building will be demolished. The aesthetics of the Center and the presentation of the Cardenas Market business location are proposed "no shrift" or at best "short shrift." 1244391.2 PALMIERI, TYLER. WIENER, WILHELM &WALDRON_ Jennifer Harmon June 10, 2014 Page 3 Despite all of those significant impacts, at this time, RCTC has ignored Cardenas requests to relocate the business to another location in the Center so that it will be re- oriented to its prior street orientation. Moreover, RCTC has not offered any amount of compensation for such damages to Cardenas, or as far as Cardenas is aware, to the property owner. Instead, RCTC has hired a company to come up with a hypothetical, "for litigation" study that concludes 1 + 1 = 5. RCTC has completely ignored the fact that the buildings are no longer oriented in the correct direction and that the site will be under the siege of construction for years to come. It is ignoring that it has an obligation to put Cardenas in a position in which it is or can be made whole. RCTC has ignored Cardenas and continues to do so. RCTC's elaborate scheme to avoid paying Cardenas its just compensation only works, in theory, if the someone else does what RCTC assumes under RCTC's precise timing. For certain, RCTC is not treating this significant stakeholder properly. 1. Mitigation and reconfiguration of the site is not part of the RCTC "public project." At the time of preparation of this objection letter, Cardenas Markets continue to get bits and pieces of information from RCTC. On Friday, June 5, 2014 and Monday June 9, 2014, RCTC's counsel, Mark Easter, advised this office that the RCTC proposed site reconfiguration plan was not part of the RCTC public project and was not being adopted as part of the Resolution of Necessity. The RCTC proposed site reconfiguration should not be part of the RCTC public project and should not be approved as part of the Resolution of Necessity. To the extent RCTC attempts to do so, Cardenas objects. The RCTC proposed site reconfiguration --the basis upon which the precondemnation appraisal and offer were based --is not suitable or desirable for Cardenas Markets. As discussed above, the RCTC proposed site reconfiguration plan requires the implementation by someone else (presumably the property owner) on a specific timetable in between RCTC activities on or around the property. Further, the RCTC proposed site reconfiguration plan only addresses one issue --parking. It does not address the fact that the buildings are no longer oriented towards the main access points/frontage. 1244391.2 PALMIERI. TYLER. WIENER. WILHELM &,WALDRON` Jennifer Harmon June 10, 2014 Page 4 The property would never have been developed, built or redeveloped in the way outlined in the RCTC proposed site reconfiguration. A private property owner would not get approved to develop the property in that way. That demonstrates that there is significant damage that is not being addressed. It is not being addressed to Cardenas and it is not being addressed to the property owner either (as far as we are informed). In discussions with the property owner, Cardenas has been advised that the property owner/landlord does not believe the RCTC proposed reconfiguration plan is viable. Cardenas has been in discussions with its landlord, Corona Towne Center, LLC and the City of Corona, relating to a site reconfiguration that would change the orientation of the buildings and parking in Corona Towne Center to fit with the proposed RCTC project that changes the on and off ramp to SR-91, adds a new frontage road, and changes the primary access to and from the Corona Towne Center to be from the new frontage road. A copy of the conceptual site reconfiguration being proposed by Cardenas Markets is attached hereto as Exhibit 2. 2. The project has not been located or planned in a manner compatible with the greatest public good and least private injury. The Design/Build project plans are not complete. Without the design being known, the Commission cannot make the required fmdings that any of the proposed takings are necessary for the project or that the project has been located or planned in a manner compatible with the greatest public good and greatest private injury. In fact, Cardenas Markets is still getting bits and pieces of information from RCTC just prior to the resolution of necessity hearing. Cardenas Markets does not have a complete understanding of the takings that are being proposed, including, but not limited to, the building demolition easement and the vaguely referenced "building access easement." Is not clear what portion of property the "building access easement" applies to, though it appears to be a small area. Further, the wording of the "building access easement" is very broad and does not appear to limit RCTC in any way. RCTC's proposed takings are either taking too little, in which case RCTC will likely exceed the scope of the takings improperly requiring the property owner and/or tenant to monitor the RCTC project and file an inverse condemnation case, or taking too much. 1244391.2 PALMIERI. TYLER. WIENER. WILHELM &WALDRON- Jennifer Harmon June 10, 2014 Page 5 3. The proposed resolution is an invalid delegation of legislative authority. The proposed resolution gives RCTC's attorney the ability to change the taking at counsel's sole discretion. Such delegation is an invalid delegation of the Commission's authority. At each of the resolution hearings on this project, staff has repeated how the Commission must make certain findings to authorize the specific takings proposed. The Commission is in fact required by the Eminent Domain Law to make such findings as the legislative body for RCTC. (Code Civ. Proc., § 1245.210, subd.(a).) However, the proposed resolution provides that counsel, not the Commission, "is further authorized to reduce or modify the extent of the interests or property to be acquired so as to reduce the compensation payable in the action where such change would not substantially impair the construction and operation for the project for which the real property is being acquired." (Proposed Resolution, Section 7, last sentence [emphasis added].) The Commission should know, and in fact must know, the taking it is approving. Likewise, when RCTC is authorizing its attorneys to take property, the property owner and tenant are entitled to know what property and property rights are being taken. The proposed resolution fails to provide the basic and fundamental information of what is being taken. The proposed resolution is an invalid delegation of legislative authority contrary to law. It violates my clients' rights to substantive and procedural due process. If adopted as proposed, the resolution is void. 4. RCTC is incapable of conducting a fair, legal and impartial hearing on the proposed adoption of the resolution of necessity. As a condition precedent to the exercise of the power of eminent domain, a public entity must hold a public hearing to determine whether a particular taking meets the public interest and necessity criteria articulated in Code of Civil Procedure section 1240.030. (Code Civ. Proc., § 1245.235.) If, after such public hearing, the public entity determines that the proposed taking meets that criteria, then it must adopt a resolution of necessity before proceeding to condemn the property. (Code Civ. Proc., §§ 1240.040, 1245.220.) Implicit in this requirement of a hearing and the adoption of a resolution of necessity is the concept that, in arriving at its decision to take, the public entity engages in a good faith and judicious consideration of the pros and cons of the issue and that the 1244391.2 PALMIERI. TYLER. WIENER. WILHELM & WALDRON'_ Jennifer Harmon June 10, 2014 Page 6 decision to take be buttressed by substantial evidence of the existence of the three basic requirements set forth in Code of Civil Procedure section 1240.030. (Redevelopment Agency v. Norm's Slauson (1985) 173 Ca1.App.3d 1121, 1125-1126.) In the absence of a fair and impartial hearing, the resolution of necessity is void. Here, RCTC has already committed itself to the project and has contractually committed itself to the adoption of this resolution of necessity. The sole reason staff seeks authorization to acquire the property and property rights now is RCTC's contractual agreement to deliver the set right of way regardless of whether the proposed right of way is actually needed. This was again confirmed to me at a January 6th meeting with RCTC staff. Even so, RCTC has contracted away its ability to decide not to acquire or delay acquiring the right of way proposed. RCTC contractually committed to delivery of the right of way without actually knowing if the project as designed actually requires the proposed right of way. Adoption of the resolution under these facts is an abuse of discretion. MHL:mp Enclosures Exhibit 1: RCTC Before Condition Access Map and RCTC proposed site reconfiguration plan Exhibit 2: Cardenas existing site plan, Cardenas proposed site reconfiguration plan and renderings Exhibit 3: Correspondence with senior RCTC staff cc: Client 1244391.2 EXHIBIT 1 3/11L3If CHIC VI 4.1,0,61 " • 1.4 afaria j..=7: It; = 7.2^21%.74t2E2.:Sarr• 3/117' N709IVI7 S' 1I8IHX3 2:81N30 NMO_L it • Jr -- maw ma woo. e *AMIN nel/M1r amen err Awe um I wars 0 §*not e :161.0170.11,0fi .17.07.ra:op:"' -- „- „.,— 0 1S VLSIA V2/213IS 1.1•11141.Z•VglIMIN21411•11:40.01,10. aYl 'a amps eT re: e.;•," Zre'• anfial -Wad Ins MISIM :aro. S77V1S113S0daid 6.6e NO111011109 03S0d02ld 31111 VIVO 00101M1 11•7111,7011l7 EXHIBIT 2 The Parts Acquired 58 Before Condition Access Map Corona Towne Center - CPN 22218 I I I (E) 97 FREEWAY ON RAMP Retail BOK Retat etad Refer!R Corona Towne Center Cardenas Market 301 S. Lincoln Ave., Corona, CA 92882 Reconfigure Site Due To RCTC Takings r; NEW CARDENAS '. :,:,cr,• �a�r�•h,r u 1 a 141ur n, 1 !l cO Site Shutt, - Reconfigured Site Prz.�,p�Sci� .� i �A. , _ �- r. .... ..........�....__.._.__..__. �u,.a....... Y w w w. +�Ab CF , rw waist— _..._. NW., bead,* £ ba YW F.e•wa YMM 0lr0.yWLq C v 4 �— Site Study - Site Plan Corona Towne Center Cardenas Market 301 S. Lincoln Ave., Corona, CA 92882 litueolnp Sei*.Cdrars 1 i Salo . Chn.7-p hotly Reth—TEArliv- Owlish. Fier An* I, 4,...,0 F.I...e r ::-.... t:' ----, tt- ----1, -,_27 14. .t: I Z. * - ,,,, ----- - ...... :- - - 4-4." , ....._. 7. wiiiiras . ....._... 3 411.r., -r...' .-1-1, , ru. fyik**11* Awe 1 .44000 I Me !V) i Man I • A .0 ,41 ..,:..171 11461 M., 0' '' ' '61',1 't. ' -J'r2+ •;'w''r-10.tF.... rkUZ" , ,::'+' M 7*"...... Vii Peary . a .aa AI wro lit ,o.. 'Svoa .... Fifir, V Pr4 oglarlidio44414 1I1449 ail$ n ue to tog lQ{M'J 0 WMCl 11.110400 SYOt-03 (6174 �1 lei - Nl IWDra buwo 18 wiz Z88Z6 VJ 'mewoD "'NW "1"11 l 'S LOC 4a3pn v snuapanJ wimp junta-( vow.) +aIVAION•iaMf - APRs MS saw ra ',nano •v.v Ivan vi in JoRao3 sOLVsy OV0403 MINIa..ri era VO = WOO ni 'saliva Vomits mason ZUZ6 VD 'mRa/o) 'any alauurl "S L06 ;avvyQ svuap tva .14103 211010,E uuoio) e04+e+xd+474,11 - APRS oiH nua va 40111113 eu.wl Otuwo3 smw em RM) ra apt tcaet ri l.Lt.KJ blq 'RI Dwell MI WOW 2'v tua,par3. wxvtrwusurustiivii 'PAW — sew lwijyxU - EXHIBIT ANGELO J PALMIEFU It/2/•IS/B.) ROSERT F WALDRON 11927.11101P ALAN H WIENER' ROBERT C IHRKE• MICHAEL J GREENE• DENNIS W CHAN• DAVID O PARR• CHARLES H KANTER• PATRICK A HENNNNNEY DON FISHER GREGORY N WEILER WARREN A WILLIAMS JOHN R LISTER MICHAEL H LEIFER SCOTT R RICHARD A SALUS NORMAN J RODICH RONALD M COLE MICHAEL I. O ANGELO STEPHEN A SCHECK JAMES E WILHELM OF COUNSEL DENNIS G TYLER OF COUNSEL PROxe.xalnwi CORPORxnolx PALMIERI TYLER• WI ENER WI LHELM & WALDRONt DONNA L SNOW RYAN M EASTER ELISE M KERN MELT/A R PERE2 MICHAELt KENO! CHADWICK.0 BUNCH ANIBH J B ROBERT H GARRETSON RYAN M PRAGER BLAINE II SEARLE JERAO BELT2 ERIN BAIBARA RADE Rs ERICA L1 SOROSKY PETER MOSLEH JOSHUAJ MARK ERIN K OYAMA STEVEN R GUESS VIA E-MAIL & U.S. MAIL Mark LaBonte Overland, Pacific & Cutler 2280 Market Street, Suite 205 Riverside, CA 92501 2603 MAIN STREET EAST TOWER SUITE 1300 IRVINE, CALIFORNIA 92614-4261 (949)661-9400 www ptwww com October 15. 2012 P O BOx 18712 IRVINE CA 92623.9712 WRITER'S DIRECT DIAL NUMBER )9491 1351>T294 WRITER'S DIRECT FACSIMILE NUMBER )949a 825-5412 FaRY'S DIRECT FACSIMILE NUMBERS i9493 051, 1554 (NW 757.1225 mNHBr®p1ww cam REFER TO FILE NO 38884-DOD 38848-DOD Re: Riverside County Transportation Commission —Eminent Domain Acquisitions Dear Mark: Mike Kehoe and I attended the most recent RCTC open house on behalf of a number of clients last month. At the open house, one client (a principal of Corona Autoplex) was told by you, that RCTC was in the acquisition phase and that he needed to attempt to relocate his business at this time. At the same open house, you informed that another client, (Cardenas Markets), was in the RCTC planning phase and it did not have to attempt to relocate at this time. Nothing available at the open house or on display at the open house displayed that distinction. RCTC's position as to both was inconsistent and unsupported in various aspects. PALMIERI TILER. WIENER. WILHELM&WALDRON; Mark LaBonte October 15, 2012 Page 2 RCTC's position leaves both businesses currently subject to tremendous uncertainty. Both businesses seek further information from RCTC in the form of meetings with any or all applicable RCTC representatives. Please contact the undersigned to schedule the meetings. MHL:mp 00 Indian Wells (760) 588-2811 Irvine (949)263-2600 Los Angeles (213) 617.8100 Ontario (909) 989-8564 Mona M. Nemat mona. nemat@ bbkiaw, com ids BEST BEST & KRIEGER ATTORNEYS AT LAW 3390 University Avenue, 5th Floor, P.O. Box 1028, Riverside, CA 92502 Phone: (951) 686-1450 I Fax: (951) 686-3083 ) www.bbklaw.com November 8, 2012 VIA EMAIL MLEIFERQPTW W W.COM Michael H. Leifer Palmieri, Tyler, Wiener, Wilhelm & Waldron LLP 2603 Main Street, Suite 1300 Irvine, CA 92614 Dear Michael: Sacramento (916) 325.4000 San Diego (819) 525-1300 INalnut Creek (925) 977-3300 Washington, DC (202) 785-0600 Re: Riverside County Transportation Commission (RCTC) — Cardenas Market This responds to your October 15, 2012 letter to Mark LaBonte of Overland, Pacific and Cutler, Riverside County Transportation Commission's (RCTC) relocation consultant for the 91 Corridor Improvement Project (Project), regarding questions you raised on Cardenas Market's relocating. Your questions regarding Corona's Autoplex's possible relocation are addressed via separate letter. As you may be aware, the Project, which is still in the planning stages, is anticipated to be quite large and focuses on increasing capacity and reducing congestion for an existing 14-mile stretch of SR-91 and a 6-mile stretch along Interstate 15. Accordingly, given the scale of the Project, some businesses will need relocation assistance while others will not. RCTC does not anticipate relocation of Cardenas Market as a result of the Project at this time. We do understand your clients desire to meet and discuss the Project however. Accordingly, staff and consultants would be happy to meet with your clients, but we ask that the record owner be present at any such meeting for now. As you may know, there has been no offer made to buy any interests in the property yet. There is a concern that if RCTC were to meet with a tenant before an offer has been made, the owner may assert that RCTC interfered with the lease between the owner and the tenant. If having the owner present is not feasible, then it makes sense to have the meeting after the offer is made. We anticipate that an offer will be made in the next 60 days. 17336.02100\7651199.1 Michael Liefer November 8, 2012 Page 2 I ti BEST BEST & KRIEGER ATTORNEYS AT LAW Pleases let us know how you wish to proceed. If the owner is going to join in on the meeting, please provide dates and times when everyone is available. Please also provide a list of general discussion points so we can ensure the appropriate staff members attend. 17336.02100\7651199.1 Sincey, 0— Mona M. Nemat for BEST BEST & KRIEGER LLP ANGELO J PAL41ER111920.1000) ROBERT F WALDRON 11927.1000) ALAN M WIENER' ROBERT C IMRKE' MICMAEL J GREENE• DENNIS W GNAW DAM D PARR• CHARLES M KANTER' PATRICK A HENNESSEY DOM FISHER GREGORY N WEILER WARREN A WILLIAMS JOMN R L,STER MICMAEL N LEIPER SCOTT R CARPENTER RICHARD A SALUS NORMAN J RODICM RONALD M DOLE MICMAEL L D'ANOELO STEPHEN A SCMECK PALMIERI TYLER. WIENER WILHELM Si. WALDROW DONNA L SNOW RYAN M FASTER ELISE M KERN MELISA R PERE2 MICHAEL4 KENOE CIIADWICK C BUNCM AMISM J BANKER ROBERT M GARRETSON RYAN M PRAGER BLAINE M SEARLE JERAD SELT2 ERIN BALBARA NADER. ERICA M SOROSKY PETER MOSLEM JOSNUA J MAR% ERIN K OYAMA STEvEN R Mina JAMES E WILHELM OF COUNSEL DENNIS G TYLER, OF COUNSEL f90/[)1WNAL CORrO.IAf104 VIA E-MAIL & U.S. MAIL 2603 MAIN STREET EAST TOWER - SUITE 1300 IRVINE. CALIFORNIA 92614-4281 (949) 851-9400 www ptwww com Mona Nemat Best, Best & Krieger 3390 University Ave., 5th Floor PO Box 1028 Riverside, CA 92502 November 30, 2012 Re: Riverside County Transportation Commission - Cardenas Market Dear Ms. Nemat: P O 90x 19712 IRVINE CA 92823-9712 WRITER'S DIRECT DIAL NUMBER (949) 851-7294 WRITER'S DIRECT FACSIMILE NUMBER (949)825.5412 FIRM'S DIRECT FACSIMILE NUMBERS (949)1151-1554 (949)757-1225 misllsr®ptwww Gem REFER TO FILE NO 35954-000 This responds to your letter earlier in November concerning Cardenas Market. Your letter responded to our letter to Mark LaBonte of OPC. We wrote to Mark LaBonte because he and the OPC team was holding itself out to the public as the point of contact relating to RCTC's ongoing and future acquisition activities for the 91 project. In fact, we were present at a meeting held by RCTC and staffed by OPC personnel in their team uniforms. The reason why the public and their representatives attended was to view the right-of-way acquisition maps to see whether and how they would be impacted by RCTC acquisition. The individual property owners were not there for the juice and cookies. Further, Mark LaBonte personally told another one of our clients at the meeting, the owner of Corona Autoplex, that his business was in the process of being acquired Mr. LaBonte also admonished the owner of the Corona Autoplex that he had an obligation to RCTC to attempt to relocate. 823983 1 PALMIERI, TYLER, WIENER, WILHELM & WALDRON Mona Nemat November 30, 2012 Page 2 As you know OPC is most well-known for providing right of way acquisition and related services for public agencies. OPC has been actively working for RCTC concerning the widening project for some time. In fact, acquisition activities by RCTC and its agents like RCTC have been occurring for a period of years. At this point, RCTC has acquired properties for the 91 widening project. According to RCTC's latest statements to the media, the acquisitions are in the double digits. RCTC, through its agents, is currently negotiating to acquire properties/property interests for the project. Further, the environmental document has been approved and a Record of Decision issued by Caltrans on the selected alignment. Thus, this project has been planned. It has been and is being "done." Like the other property owners at the meeting trying to obtain full and transparent disclosure from RCTC, Cardenas has rights as a business and holder of property rights. Cardenas is affected by RCTC's project. Particularly because of the size of the business and number of its employees, Cardenas should be provided full and transparent disclosure early and on an ongoing basis. It has not been. RCTC has already met with the Cardenas' lessor without Cardenas present. It is believed that RCTC has met with City personnel and other consultants and officials about Cardenas' business location. Cardenas has not been present or informed about the nature and scope of the meetings. Why was Cardenas not invited to the discussions or the meetings? It is the anchor business on the affected property. Cardenas has leasehold rights that RCTC may have already interfered with by virtue of its exclusion. Cardenas has sincere concern that RCTC is negotiating with the lessor and communicating with other public agencies to its detriment either vis-a-vis the lease or the project impacts. We request all written communications and notes of same between RCTC (inclusive of its agents and consultants) and Cardenas Market's lessor concerning the 91 widening project (euphemistically labeled the Corridor Improvement Project by RCTC). We also request notes and documents pertaining to communications with the City and Caltrans that concern Cardenas' business location. Should it be necessary, please consider this request to be pursuant to the Public Records Act. As you are aware, all of the requested information is discoverable and will be obtained at some point. 823983 i PALMIERI. TYLER. WIENER WILHELM &WALDRONs Mona Nemat November 30, 2012 Page 3 As for the meeting that was requested some time ago, Cardenas wishes to receive full and transparent disclosure of the project's impacts on its site. It wants to receive this information on an on -going basis. RCTC should determine who to send to such meetings on its behalf, Please provide available dates for such a meeting. The sooner the better. How about next Wednesday or Thursday? MHL:mp cc: Client Michael I. Kehoe 823983. I ANGELO J PALMIERI leas-1009} ROBERT F WALORON 0927.10095 ALAN N WIENER' ROBERT C. IHRKE' MICNAEL J. GREENE' DENNIS W GNAN' DAVID D PARR' CHARLES N KANTER- PATRICK A NENNEBSEY DON FISHER GREGORY N WEILER WARREN A WILLIAMS JOHN R LISTER MICNAEL H LEIFER SCOTT R CARPENTER RICHARD A SALU8 NORMAN J. RODICH RONALD M COLE MICNAEL L O'ANGELO STEPHEN A SCHECK JAMES E WILHELM. OF COUNSEL DENNIS O TYLER, OF COUNSEL PALMIERI TYLER. WIENER. WILHELM& WALDRON DONNAL SNOW RYAN M EASTER ELISE M KERN MEL18A R PEREZ MICNAEL t KENOE CHADWICK C BUNCH mow, l BANKER ROBERT N GARRETSON RYAN M PRAGER BLAINE M JERAD SELTZ ERIN BALSARA NADERI ERICA M SOROBKV PETER MOSLEH JOSHUAJ MARK ERIN K OYAMA STEVEN R GUESS •. PROI ISSIONA, GOR►OR.hON VIA E-MAIL & U.S. MAIL 2603 MAIN STREET EAST TOWER — SUITE 1300 tRVINE. CALIFORNIA 92614-4281 (949) 1351-9400 www, ptwww , corn Mona Nemat Best, Best & Krieger 3390 University Ave., 5th Floor PO Box 1028 Riverside, CA 92502 December 7, 2012 PO BOX 19712 IRVINE.CA 92023.9712 WRITER'S DIRECT DIAL NUMBER 19491 851.7294 WRITER'S DIRECT FACSIMILE NUMBER (949) 825-5417 FIRM'S DIRECT FACSIMILE NUMBERS 1949) 851.1554 ;949)757-1225 mlBlfBreppiNwnv Cam REFER TO FILE NO 38984-000 Re: Riverside County Transportation Commission - Cardenas Market Dear Ms. Nemat: The purpose of this letter is to again contact you on behalf of my client, Cardenas Markets, to obtain a response and a meeting scheduled with RCTC. Thank you for your attention to this matter. MHL:mp cc: Client 823983 I LAW OFFICES RICHARD C. GREENBERG JOHN D. WHITCOMBE3 Much 4, 2013DERRICK K. TAKEUCHI MICHAEL J.. GIBSON SAMANTHA F. L.AMBERG LEONARD GRAVVER MICHAEL J. WEINBERGER JOEL L. BENAVIDES TAke Member of District of Columbia Bar GREENBERG, WHITCOMBE & TAKEUCHI, LLP 21313 HAWTHORNE BOULEVARD, SUITE 430 TORRANCE, CALIFORNIA 90303.6531 (J 10) 540.2000 FAX (310) 340 6609 • (310) J16.0305 E-MAJL, GWTLLP®GWTLLP.COM March 15, 2013 VIA E-MAIL FOLLOWED BY U.S. MAIL Jason Scott, Mayor (JScottOsi.corona.ca.us) Karen Spiegel, Mayor Pro Tem (KSpiegel@ci.corona.ca.us) Dick Haley, Council Member (DHaley(a@ci.corona.ca.us) Eugene Montanez, Council Member (EMontanez@a ci.corona.ca.us) Stan Skipworth, Council Member (SSkipworth@ci.corona.ca.us) Corona City Hall 400 S. Vicentia Ave. Corona, CA 92882 Re: Corona Towne Center Dear Mayor Scott, Mayor Pro Tem Spiegel, and members of the Council: MICHAEL E. ADLER• •OF COUNSEL SENDERS EMAIL rgre nbag@gw4p cam OUR FILE 100-270I We represent the property owner of Corona Towne Center. As you likely know, Corona Towne Center (the "Center") fronts on Lincoln Avenue, and West 2" Street and is immediately south of the 91 Freeway. We believe that City staff is aware that the Center is slated to be very significantly impacted by the RCTC 91 project ("Project"). The Project will require the acquisition of large portions of the Center. The remaining land will be left in a totally different shape. All aspects of the Center will be severely impacted by the Project. From my client's perspective, the Project will have an extremely adverse impact upon the size, shape, access, marketability, utility and other elements of the Center. The anchor tenant of the Center, Cardenas, feels just as strongly about the impacts to the Center. Both the property owner and Cardenas believe that the Center cannot continue to function as an anchored center with ancillary retail shop space as the acquisition for the Project is now configured. The anchor tenant's location in the Center would have to change for Cardenas or any anchor tenant to be viable in the Center in its reduced and altered shape. From what we understand, the Project leaves Corona Towne Center with no left-in/left-out turning movement. If that is the case, access to and from the Center will be extremely poor for this type of development. In addition to all of the other impacts, this will reduce rental rates for the retail space and make those spaces more difficult to lease. A signalized entrance on 2nd Street with a westbound turning movement must be included in this Project. The Center has thrived and has been a solid contributor to the City as a center for retailers small and large. It directly benefits the City and has done so for a long time. It has also been a very strong business location for its tenants. LAW OFFICES GREENBERG, WHITCOMBE & TAKEUCHI, LLP Council Board Members Corona City Hall March 15, 2013 Page 2 This Project is and has been a matter of great concern to the owners and to Cardenas. It should also be of great concern to the City because the 91 widening threatens the continued survival of a thriving Center. We understand that the City staff has had many discussions with RCTC personnel. Unfortunately, we were not included in those discussions. We are concerned that those discussions may not have taken into consideration the elements necessary, and we believe feasible, to minimize the adverse impact of the takings. We would like to meet at your earliest convenience to explore planning and design alternatives that would enable the Center to remain viable. Cardenas Markets joins in this request. We, our client, and representatives of Cardenas Markets look forward to meeting with you and the appropriate concerned members of your staff as soon as possible. Thank you for your anticipated cooperation. Very truly yours, zii.A.„ Richard C. Greenberg For the firm RCG:cl cc: Michael Leifer, Esq. For Cardenas Markets ANGELO J. PALMIERI (1026.1090) ROBERT F. WALDRON (1927.1990) ALAN 1/. WIENER• MICHAEL J. GREENE• DENNIS W CHAN• DAVID O. PARR' CHARLES H KANTER• PATRICK A. HENNESSEY DONFISHER GREGORY N, WEILER WARREN A. WILLIAMS JOHN R. LISTER MICHAEL H. LEIFER SCOTT R.. CARPENTER RICHARD A. SALUS NORMAN J. ROOICH RONALD II. COLE MICHAEL L. O'ANOELO STEPHEN A. SCHECK DONNA L. SNOW PALMIERI. TYLER. WIENER WILHELM &WALDRON RYAN M. EASTER ELISE M KERN MELISA R. PERE2 MICNAEL I. KEHOE CHADWICK C. BUNCH ANION J BANKER RYAN M PRAGER BLAINE M.. SEARLE ERIN BALSARA MADERI CANDICE L. LEE ERICA M.. BOROSKY MICHAEL P. BURNS JOSHUAJ MARX ERIN K. OYAMA BTEVEN R. GUESS KATHERINE II. HARRISON BRIAN GLICKLIN MICHAEL C. CHO, OF COUNSEL ROBERT C IHRKE, OF COUNSEL JAMES E WILHELM, OF COUNSEL DENNIS O. TYLER•, RETIRED •A •110/19910M1 L 1011 VIA E-MALT. & U.S. MAIL 2603 MAIN STREET EAST TOWER — SUITE 1300 IRVINE, CALIFORNIA 92614-4261 (949) 1351-9400 www, ptwww, com Mark Easter Best, Best & Krieger 3390 University Ave., 5th Floor PO Box 1028 Riverside, CA 92502 June 9, 2014 P.O. BOX 19712 IRVINE, CA 92823,9712 WRITER'S DIRECT DIAL NUMBER (949) 851-7294 WRITER'S DIRECT FACSIMILE NUMBER (949) 825.5412 FIRM'S DIRECT FACSIMILE NUMBERS (949) e51-1ss4 (949) 757-1225 mleilereplwww.com REFER TO FILE MO. 38954.000 Re: Riverside County Transportation Commission - Cardenas Market and Corona Towne Center Dear Mark: To follow-up on our Friday emails, this is to confirm that the only work RCTC is proposing to do to the Corona Towne Center remainder is demolition of buildings and construction of new access points. Anything else discussed in RCTC's precondemnation appraisal (i.e., reconfiguration of the site, parking, etc.) is conceptual and is not part of the RCTC public project. 1244483.1 PALMIERI, TYLER. WIENER, WILHELM &WALDRON'1; Mark Easter June 9, 2014 Page 2 Please confirm prior to the resolution of necessity hearing. Very truly yours, MHL:mp 1197669.1 Erin Balsara Naderi From: Mark Easter <Mark.Easter@bbklaw.com> Sent: Monday, June 09, 2014 5:38 PM To: Michelle M. Pase Cc: Michael H. Leifer; Erin Balsara Naderi Subject: RE: RCTC - Cardenas Market and Corona Towne Center Responding to your letter, RCTC's offer to the owner included a severance damage component of $1,154,978, which was based on a Proactive mitigation plan for replacing the hardscape, landscaping, other improvements and re -configuring parking. This plan is conceptual and is neither something that RCTC itself will be doing as part of its project, or requiring the owner to do. RCTC's project DOES include the demolition of several buildings, including the property on the north end of the building, and the Dollar Tree building, as well as the construction of several new access points. I believe this is reflected in the Temporary Construction Easements that RCTC is acquiring as well. Feel free to call me if you have any questions. From: Michelle M. Pase [mailto:MPase(aptwww.com] Sent: Monday, June 09, 2014 4:25 PM To: Mark Easter Cc: Michael H. Leifer; Erin Balsara Naderi; Michelle M. Pase Subject: RCTC - Cardenas Market and Corona Towne Center Dear Mr. Easter: At the request of Mr. Leifer, attached in PDF format is a correspondence of today's date regarding the above referenced matter. Please review. Thank you. Michelle Pase I Assistant to Michael H. Leifer, Erin B. Naderi, and Steven R. Guess Palmieri, Tyler, Wiener, Wilhelm & Waldron LLP 2603 Main Street, Suite 1300 I Irvine, CA 92614 Direct Dial (949) 851-7325 I Facsimile (949) 851-1554 NAt1111 11111lWILMAl��tliifINt Email Website �11A1 r it v IRS Circular 230 Disclosure: Pursuant to Internal Revenue Service Circular 230, only formal opinions satisfying specific requirements may be relied on for the purpose of avoiding certain penalties under the Internal Revenue Code. Any tax advice contained in this communication (including attachments) does not constitute a formal opinion satisfying such requirements. Accordingly, we must advise you that any such tax advice was not intended or written to be used, and cannot be used, by you or any other person as such an opinion for the purpose of (i) avoiding penalties imposed under the Internal Revenue Code or (ii) promoting, marketing or recommending to another party any matters addressed herein. This message and any attached documents contain information from the law firm of Palmieri, Tyler, Wiener, Wilhelm & Waldron LLP that may be privileged and confidential and protected from disclosure. If the reader of this message is not the intended recipient, or an employee or agent responsible for delivering this message to the intended recipient, you are hereby notified that any 1 dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by replying to the message and deleting it from your computer. Thank you. IRS CIRCULAR 230 NOTICE: To ensure compliance with requirements imposed by the IRS, we inform you that any U.S. tax advice contained in this communication (or in any attachment) is not intended or written to be used, and cannot be used, for the purpose of (i) avoiding penalties under the Internal Revenue Code or (ii) promoting, marketing or recommending to another party any transaction or matter addressed in this j communication (or in any attachment). This email and any files or attachments transmitted with it may contain privileged or otherwise confidential information. If you are not the intended recipient, or believe that you may have received this communication in error, please advise the sender via reply email and immediately delete the email you received. ANGELO J. PALMIERI (1020-1900) ROBERT F. WALDRON (1927.199S) ALAN M. WIENER• MICHAEL J. GREENE• DENNIS W. OMAN' DAVID D. PARR' CHARLES M KANTER. PATRICK A HENNESSEY DON FISHER GREGORY N. WEILER WARREN A. WILLIAMS JOMN R, LISTER MICHAEL M, LEIFER SCOTT R.CARPENTER RICMARD A. SAWS NORMAN J. RODICH RONALD M. COLE MICHAEL L. ° ANGELO STEPHEN A. SCHECK DONNA L. SNOW 0 PALMIERI, TYLER, WIENER, WILHELIM &WALDRON RYAN M.EASTER ELISE M KERN MELISA R. PEREZ MICHAEL I. KEHOE CMADWICK C BUNCH AMISH J. BANKER RYAN M, PRAGER BLAINE M. SEARLE ERIN BALSARA NADERI CANDICE L. LEE ERICA M SOROSKY MICHAEL P. BURNS PETER MOSLEM JOSHUA J. MARK ERIN K. OYAMA STEVEN R. GUESS BRIAN OLICKLIN MICHAEL C. CHO, OF COUNSEL ROBERT C. IHRKE, OF COUNSEL JAMES E. WILMELM, OF COUNSEL DENNIS G. TYLER', RETIRED •A PROFESSIONAL CORPORATION 2603 MAIN STREET EAST TOWER — SUITE 1300 IRVINE, CALIFORNIA 92614-4281 (949) 851-9400 www.ptwwW.com May 7, 2014 VIA E-MAIL & U.S. MAIL Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, CA 92501 P.O. BOX 19712 IRVINE, CA 92623-9712 WRITER'S DIRECT DIAL NUMBER (949) 851-7294 WRITER'S DIRECT FACSIMILE NUMBER (949) 625-5412 RAM'S DIRECT FACSIMILE NUMBERS (949) 851-1554 (949) 757-1225 mleltereptwww.Com REFER TO FILE NO. 36984-000 Re: Corona Towne Center, LLC - Parcel No. 22218-1; 22218-2; 22218- 3; 22218-4; 22218-5; 22218-6; 22218-7; 22218-8 RON NQ y _ O22. Our Clients: Cardenas Markets Dear Clerk: This office represents Cardenas Markets, the anchor tenant of Corona Towne Center, LLC. The purpose of this letter is to notify the Riverside County Transportation Commission that Cardenas Markets intends to appear and be heard at the Resolution of Necessity hearing scheduled for June 11, 2014. MHL:mp cc: Client 1216995.1 Indian Wells (760) 568-2611 Irvine (949) 263-2600 Los Angeles (213) 617-8100 Ontario (909) 989-8584 BEST BEST & KRIEGER ATTORNEYS AT LAW 3390 University Avenue, 5th Floor, P.O. Box 1028, Riverside, CA 92502 Phone: (951) 686-1450 I Fax: (951) 686-3083 I www.bbklaw.com Margaret L. Barnes (951) 826-8357 margaret.barnes@bbklaw.com File No. 17336.02100 June 10, 2014 VIA HAND DELIVERY Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, California 92501 Sacramento (916) 325-4000 San Diego (619) 525-1300 Walnut Creek (925) 977-3300 Washington, DC (202) 785-0600 n�s�I��NIC 1-1\\ JuN io 2014 RIVERSIDECOUNTY TRANSPORTATICOMMISSION Re: Amended Notice of Hearing to Property Owners , as to Corona Towne Center, LLC RCTC/SR91 CIP Project Rox o2 2. Dear Ms. Harmon: Attached is the original Amended Notice of Hearing to Property Owners, with proof of mailing, of the hearing on the adoption of a resolution of necessity scheduled for June 11, 2014. Please do not hesitate to contact me, should have any questions Sincerely, n 1 rgare : arnes Best Bes Krieger LLP MLB:mvv Enclosure 17336.02100\8863894.1 114 - 022 AMENDED NOTICE OF HEARING TO CONSIDER ADOPTION OF A RESOLUTION OF NECESSITY Pursuant to Section 1245.235 of the California Code of Civil Procedure, you are hereby notified that at a regular meeting to be held on Wednesday, June 11, 2014, at 9:30 a.m., at the Riverside County Administration Building, Board of Supervisors Chambers, located at 4080 Lemon Street, Riverside, California, the Commission of the Riverside County Transportation Commission intends to consider adopting a Resolution of Necessity, authorizing the commencement of eminent domain proceedings for the acquisition of real property interests in property that, according to the last equalized county assessment roll, is owned by you. The public use for which this resolution of necessity will be considered is for the SR-91 Corridor Improvement Project in Riverside County, California. The definition of the property rights to be acquired, together with the legal descriptions and corresponding depictions, are attached to this notice. A hearing will be held at the time and place mentioned above. You have the right to appear and be heard on the following matters: 1. Whether the public interest and necessity require the project for which the property is sought to be acquired. 2. Whether the project is planned or located in the manner that will be most compatible with the greatest public good and least private injury. 3. Whether the property sought to be acquired by eminent domain and described in the Resolution of Necessity is necessary for the proposed project. 4. Whether the offer required by Section 7267.2 of the California Government Code has been made. 17336.02100\8825305.1 Pursuant to California Code of Civil Procedure section 1245.235(b)(3), your failure to file a written request with RCTC to appear and be heard within 15 days from the date that this Notice is mailed may result in the waiver of your right to appear and be heard on the above - stated matters and issues that are the subject of the hearing. ALL COMMUNICATIONS SHOULD BE ADDRESSED TO: Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3`d Floor Riverside, California 92501 DATE OF HEARING: PLACE OF HEARING: DATED: May 30, 2014. Wednesday, June 11, 2014 9:30 a.m. Riverside County Administration Building Board of Supervisors Chambers 4080 Lemon Street Riverside, California 92501 BEST BEST & KRIEGER LLP By: A. Easter Artin N. Shaverdian Attorneys for Riverside County Transportation Commission 17336.02100\8825305.1 Legal Definitions of Property to be Acquired The following is a list of definitions of legal rights to be acquired by Riverside County Transportation Commission: (The rights being acquired may be exercised mutually exclusive of each other.) "Fee" (as to 22218-1) also known as fee simple or fee simple absolute, grants to RCTC absolute ownership of the portion of the property to be acquired. "Temporary Construction Easement" (TCE) (as to 22218-2, 22218-3, 22218-4, and 22218-5) refers to the right of ROTC, its successors and assigns, to engage in construction and related activities for the project. Such rights shall be exercised for a period of 6 consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. The duration of the rights under the TCEs shall not extend beyond November 6, 2017, or upon filing of a Notice of Completion, whichever is earlier. Property Owner shall not cause, directly, indirectly or negligently, any interference with or harm to the rights conveyed hereunder. "Building Demolition Easement" (as to 22218-6) refers to an exclusive temporary easement and right of way in favor of RCTC, its successors and assigns, for the purpose of demolition, construction, reconstruction, and repair of the building and improvements located therein, together with all necessary rights incidental thereto. Property Owner shall not erect or construct, or permit to be erected or constructed, any building, structure or improvement on, over, or under any portion of the easement, or plant trees or any other vegetation on any portion of the easement except with the prior written consent of RCTC, its successors and assigns. No other easements shall be granted on, under or over the easement without the prior written consent of RCTC, its successors and assigns. Such right shall be exercised for a period of 3 consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. The duration of the rights under this easement shall not extend beyond November 6, 2017, or upon filing of a Notice of Completion, whichever is earlier. Property Owner shall not cause, directly, indirectly or negligently, any interference with or harm to the rights conveyed hereunder. 17336.02100\8819430.1 EXHIBIT A, PAGE 1 "Building Access Easement" (as to 22218-7) refers to a non-exclusive temporary easement and right of way in favor of RCTC, its successors and assigns, to use the area to disconnect and tie-in to the existing structure, utilities and mechanical systems, for inspection purposes, and to traverse an access way to access RCTC owned facilities and/or construction site, as determined necessary by RCTC, together with all necessary rights incidental thereto, on, over, under and across the property in connection with the exercise of any easement rights described herein. Property Owner shall not erect or construct, or permit to be erected or constructed, any building, structure or improvement on, over, or under any portion of the easement, or plant trees or any other vegetation on any portion of the easement except with the prior written consent of RCTC, its successors and assigns. No other easements shall be granted on, under or over the easement without the prior written consent of RCTC, its successors and assigns. Such right shall be exercised for a period of 3 consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. The duration of the rights under this easement shall not extend beyond November 6, 2017, or upon filing of a Notice of Completion, whichever is earlier. Property Owner shall not cause, directly, indirectly or negligently, any interference with or harm to the rights conveyed hereunder. 17336.02100\881.9430.1 EXHIBIT A, PAGE 2 1 3 4 5 6 7 8 9 10 H 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 PS OMAS EXHIBIT `Al' LEGAL DESCRIPTION Caltrans Parcel No. 2221.8-1 Fee Acquisition APN 118-270-034, 35, 36, 38, 39, and 42 Those portions of Parcels 1 through 6, inclusive, of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of said Parcel 2; thence along the northerly line of said Parcel 2 South 81 °57'20" East 288.27 feet to a point thereon; thence South 72°26'28" West 218.38 feet; thence South 73°45'06" West 161.02 feet to the beginning of a curve concave northerly having a radius of 903.00 feet; thence westerly along said curve 405.45 feet through a central angle of 25°43'33"; thence South 50°04' 12" West 38.02 feet; thence South 09°13'38" West 145.98 feet to the beginning of a curve concave westerly having a radius of 168.00 feet; thence southwesterly along said curve 68.33 feet through a central angle of 23°18' 10" to the beginning of a reverse curve concave southeasterly having a radius of 146.00 feet; thence southwesterly along said curve 45.53 feet through a central angle of 17°52'05" to a point on the westerly line of said Parcel 6; thence along the westerly line of said Parcels 1 through 6, also being the easterly line of Lincoln Avenue as shown on said parcel map the following five (5) courses: 1. North 08°03'59" East 293.97 feet to the beginning of a curve concave southeasterly having a radius of 14.50 feet; 2. Northerly, northeasterly and easterly along said curve 22.78 feet through a central angle of 90°00'00'; P\2PTG01050I\SURVEY\LEGALS122218_APN_I18-270-035_036_038 039 0421Legals\22218-1-PEE.doe 12/10/2012 Page 1 of 3 EXHIBIT A, PAGE 3 PS OMAS 3. North 08°03'59" East 65.00 feet to a point, said point being the beginning of a non -tangent curve concave northeasterly having a radius of 14.50 feet, to which point a radial line bears South 08°03'59" West: 4. Westerly, northwesterly and northerly along said curve 22.78 feet through a central angle of 90°00'00"; 5. North 08°03'59" East 82.16 feet to a point thereon, said point being the most southerly corner of Parcel 2070-107B as described in the Final Order of Condemnation, Case No. 217114, Superior Court of said County, a Certified Copy thereof being recorded October 5, 1995 as Instnlment No. 333298 of Official Records of said County; thence along the southerly line of said Parce12070-107B the following two (2) courses: 1. North 66°09'06" East 12.61 feet and 2. North 86°05' 56" East 64.11 feet to a point on the northerly line of said Parcel 1; thence along last said southerly line and the northerly line of said Parcel 1 the following four (4) courses: 1. South 81°55'24" East 214.71 feet to the beginning of a curve concave northerly having a radius of 150.00 feet; 2. easterly along said curve 72.60 feet through a central angle of 27°43'49" to the beginning of a reverse curve concave southerly having a radius of 150.00 feet; 3. easterly along said curve 72.51 feet through a central angle of 27°41'53' ; and 4. South 81°57'20" East 77.36 feet to the Point of Beginning. Contains 119,587 square feet. This conveyance is made for the purpose of a freeway and the Grantor hereby releases and relinquishes to the Grantee any and all abutter's rights or access, appurtenant to Grantor's remaining property, in and to said freeway. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combinationfactor for this conversion is 0.99997476 RUPTG010501 \SURV EY\LEGALS122218_APN_I 18-270-035_036_038_039_042\Legais122218.1-FEE.doc 12/10/2012 Page 2 of 3 EXHIBIT A, PAGE 4 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 P S O MAS See Exhibit `A2' attached hereto and made a part hereof. Preparedunder the direction of Brian E. Bullock, PLS 5260 /2-/0 - /2. Date PA2PTG010501\SURVEY\LE..GALS\22218_APN_118-270-035_036_038039 042\Legals\22218-1-EEE.doc 12/10/2012 Page 3 of 3 EXHIBIT A, PAGE 5 EXHIBIT A2 PARCEL# TITLE AREA APN 22218-1 FEE 119,587 S.F. / PARCEL r�l�C L 1 P,M,8, PARCEL f ARC L 2 -1 / 62-63 118-270-023 118-270-024 1..1 C6 P®B C5 ,-- -77.36 S81 1 307.25' ----, °57'20"E 365.63' ' " 288.27' , PARDEL I 3; 21a- L 7 L8 cv 11 ;.270-042 relA z 2 b W �( �y iIILRL. cj 17 'vQ s- X , � � il4t0 40,3q . � 0 �.. M ° q5 W S 11�1 o UL PARCEL ,3 LINE TABLE gp5•g5 BEARING DISTANCE R= gp3•pp °q '33j1 118-270-035 L1 L2 N08o03'S9"E N08 03 59"E 65.00' 82.16' `�_ p-25 DOC. #2000-033061 O.R. L3 L4 N66°09'06"E N86°05'56"E 12.61' 64.11' P, P , N bl, NO,21690 B 1 43/ 7 1 -93 L5 L6 L7 L8 581°55'24"E 581°57'20"E 508 07'46' W 581 ° 52'1 4"E 214.71' 77.36' 53.36' 10.00' PARCEL 3 CURVE TABLE DELTA RADIUS LENGTH .'ii Cl 23°18'10" 168.00' 68.33' --( ID PAiiCr 1} C2 C3 C4 17°52'05" 90°00'00" 90°00'00" 146.00' 14.50' 14.50' 45.53' 22.78' 22.78' —1 w 118-270-036 C5 27°43'49" 150.00' 72.60' 72.51' 0 C6 27°41'53" 150.00' Pr' a, FEET 0 40 80 160 240 NOTES LEGEND Coordinates and bearings ore on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Beoring 2 2 Z 1 8 - 1 obtain ground ( ) Title to State FEE ACQUISITION distances. All distances are in feet ))i) Access Prohibited unless otherwise noted. PREPARED BY: DATE:03-06-12 REV.:3; 12-10-12 EA: OF540 FAQ: PSOMAS 3 Hutton Centre Drive, Ste. 200 DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS (714)751n 7373/(714)54S-8883 (Fox) 8 R I V 91 5.5 1 2 EXHIBIT A, PAGE 6 EXHIBIT A2 PARCEL# TITLE AREA APN 22218-1 FEE 119,587 S.F. 118-270-034,35,36,38,39,42 SEE SHEET 1 FOR LINE C6 L6 AND CURVE TABLES PARCEEL 1 r , 1118-270-023 C5 _ PARCEL 20 /0` 1 0 / A :1 � 51 / 62 - 63 2221 ' 1 � w L5 Q L 3 ``• `w — L 14: ?Aga L. 1118-274-0341 C4 ''.'W.R.,�. S08*0 STo i �!.:1��i,D 'PARC) i3 `— '�ia05,A5 w I �x --�"' �903t-- A=25°43'33" v1 w N I Lu � 44' ��-coQ ,r,-Irn \ s09°28'39"W (R) DOC. 4t2000-033061 S50°04'12"W 38.02' P.M.NO. P,M,5 1'r3/ JJ w O.R. `A 21690 )3 I,- PARCEL J 1 1 8-270-035 Z —1 � o I PARCEL 3 LA rn U m 118-270-039 I !n ,; Z ---- i O N---- `I I °o P�1r�C�l 'v .... v- PARCEL 4o z o 118-270-036 I 118-270-038 0o N I C 2 �\N75°20'16"W (R)- ,- r- �� FEET 0 40 80 160 240 NOTES LEGEND 2 2 2 1 S _ 1 1 FEE ACQUISITION Coordinates and bearings ore on CCS 1983(2007.00) Zone 6. Distances and stationing ore grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing Tifiie to State 1(il Access Prohibited PREPARED BY: PSOMAS 3 Hution Centre Drive, Ste. 200 2707 (714)751-7373/(714)545-8883 Vox) DATE:03-06-12 REV.: 3; 2-10-12 EA: OF540 FM*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V f� J 1 5.5 2 2 EXHIBIT A, PAGE 7 1 3 4 5 6 9 10 11 12 13 14 15 1.6 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS EXHIBIT `131' LEGAL DESCRIPTION Caltrans Parcel No. 22218-2 Temporary Construction Easement APN 118-270-034 That portion of Parcel 2 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of said Parcel 2; thence South 81 °57'20" East 288.27 feet along the northerly line of said parcel to a point thereon, said point being the True Point of Beginning; thence South 81°57'20" East 10.41 feet continuing along said northerly line to a point thereon; thence South 17°33'32" East 13.50 feet; thence South 72°26'28" West 100.00 feet; thence North 17°33'32" West 18.00 feet; and thence North 72°26'28" East 90.62 feet to the True Point of Beginning. Containing 1,779 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `132' attached hereto and made a part hereof. PA2PTG0105011S U R V EY\LEGALS12221.8_APN_ 118-270-03 5_036_038_039_042\Legals`32 218-2-TC E. doe 12/10/2012 Page I of EXHIBIT A, PAGE 8 1 2 3 4 5 6 7 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PSOMAS Prepared under the direction of Brian E. Bullock, PLS 5260 Date �2 -/4 12 PA2PTG010501 lSUR VEYILEGALS122218_APN_ 118-270-03 5_036_038_039_0421Lega ls122218-2-TCE.. doe 12/10/2012 Page 2 of 2 EXHIBIT A, PAGE 9 EXHIBIT B2 PARCEL# TITLE AREA APN 22218-2 TCE 1,779 S0. FT. 118-270-034 \s PARCEL 1 \`S'° P,m,5. \"'7g PARCr I 2 51 1 62-63 rn \ � 1 18-270-023 1 18-270-024 TPOB o o \� Cz ` P O B 3 0 7.2 5" —� L 3 o \--o C1 \1?-, \� ` S81°57'20"E 77 36 _____ 365.63' 288 27 .. ........: .............. 40 L4 N o1 :2 �.; L1 PARCEL 1 ,.,°' L5 � L2 118-270-042 I L 6 (s) PARCEL 2 I 00- s�� . "vv � 1 118-270-034 i No 0 Mo N _ _IkI� PARCEL 3 LINE TABLE BEARING DISTANCE 118-270-035 L1 S08°07'46"W 53.36' -- L2 S81°52'14"E 10.00' >< DOC. #2000-033061 O.R. L3 L4 S81°57'20"E S17°33'32"E 10.41' 13.50' P , N1 a No, 21690 L5 L6 L7 S72°26'28"W N17°33'32"W N72°26'28"E 100.00' 18.00' 90.62' rn P,NI,e. 143/ 91-93 1-1) In o PARDEL 3 CURVE TABLE 1 DELTA RADIUS LENGTH al 2 (v C1 27°43'49" 150.00' 72.60' C2 27°41'53" 150.00' 72.51' °0 PARDEL '1 118-270-036 FEET 0 40 80 160 240 NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing _ TEMPORARY obtain ground distances. All distances are in feet )Title to State 1()I Access Prohibited CONSTRUCTION EASEMENT unless otherwise Hated. PREPARED BY: DATE:03-06-12 REV.:2; 12-10-12 EA: OF540 FAn: PSOMAS ,ente 200 DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS Soniaton A a,Cal iforniae92707 (710 751- W3/(714)545--8BH (Fax) 8 R I V 91 5.5 1 1 EXHIBIT A, PAGE 10 I 2 3 4 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS EXHIBIT `C1' LEGAL DESCRIPTION Caltrans Parcel No. 22218-3 Temporary Construction Easement APN 118-270-035 & 036 Those portions of Parcels 3 and 4 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of said Parcel 4; thence South 81 °54'34" East 209.29 feet along the northerly line of said parcel to a point thereon; said point being the beginning of a non -tangent curve concave northerly having a radius of 903.00 feet, to which point a radial line bears South 00°18'16" East; thence easterly along said curve 69.24 feet through a central angle of 04°23'35" to the True Point of Beginning; thence easterly, continuing along said curve 54.34 feet through a central angle of 03°26'53'; thence South 08°08'46" East 18.00 feet to the beginning of a non -tangent curve concave northerly having a radius of 921.00 feet, to which point a radial line bears South 08°08'46" East; thence westerly along said curve 55.43 feet through a central angle of 03°26'53"; thence North 04°41'53" West 18.00 feet to the True Point of Beginning. Containing 988 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `C2' attached hereto and made a part hereof. PA2PTG0105011SURVEYILEGALS122218_APN_1 18-270-035_036_038_039_042\Legals'i22218-3-TCF_.doc 12/10/2012 Page 1 of 2 EXHIBIT A, PAGE 11 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS Prepared under the direction of /y Brian E. Bullock, PLS 5260 Date /2- /D - / Z PA\2PTG010501 \SURVEY\LEGALS\22218_APN_118-270-035_036_038_039__042\Legals122218-3-TCE.Jac 12/10/2012 Page 2 of 2 EXHIBIT A, PAGE 12 EXHIBIT C2 PARCEL# TITLE AREA APN 22218-3 TCE 988 SQ. FT. 118-270-035 & 036 PARCEL 1 P,M,51, 51 / 62-63 C4 - L6 pRCEL S19°39'13"E (PRC) 20/0- 1 0/ A %? _0 118-270-023 C3 ' ..: L5.- L3 L I I , PA, NO, 21690 PARCEL 1 N0 J' 1 18-270-042 P ° �11' �'' 1 '13/ 9 1 - 93 PARCEL 2 118-270-034 i C2 S08°03159"W (R) D STo N08°03'59"E (R) PARCEL 3 C5 - C6,: C1 '' ' 500° 18' 16"E (R) V S81 °54'34"E 209.29' - '46"E(R) POB C'` 508° 8. TPOB lLo I cr, in I ' 1 8.00' o NOQ°41'S3"W(R) -~ O`I c) 1 o 118-270-035 I� cv (.si 44' 3 PARCEL J _ -1 _1 lu 0 n_ N 1 co PARCEL 3 Q� I 118-270-039 LINE TABLE I BEARING DISTANCE Z 1 uj O I � _ I DOC. #2000-033061 O.R. L1 L2 N08°03'59"E N08°03'59"E 65.00' 82,16' (.3Lin Z , 0 J I ao I o t PARCEL v r o 1 L3 L4 L5 L6 N66°09'06"E N86°05'56"E 581 °55'24"E 581 ° 57'20"E 12.61' 64.1 1 ' 214.71 ' 77.36' 1 I 118-270-038 0 CURVE TABLE I N DELTA RADIUS LENGTH 1 �O .- C1 C2 C3 C4 C5 90°00'00" 90°00'00" 27°43'49" 27°41'53" 04°23'35" 14.50' 14.50' 150.00' 150.00' 903.00' 22.78' 22.78' 72.60' 72.51' 69.24' C6 03°26'53" 903.00' 54.34' I C7 03°26'53" 921.00' 55.43' FEET 0 40 80 160 240 NOTES LEGEND 2 2 2 1 S - 3 TEMPORARY CONSTRUCTION EASEMENT Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. POB Indicates Point Of Beginning TPOB Indicates True'Point Of Beginning (R) Indicates Radial Bearing ( ) Title to State O(I Access Prohibited PREPARED BY: PSOMAS 3 Huttan Centre Drive, Ste. 200 Santa , California 92707 (7141751Ana 7373/(7114)545-8883 (Fax) DATE:09-05-12 REV.: 12-10-12 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5. 5 1 1 EXHIBIT A, PAGE 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2g 29 30 31 PS OMAS EXHIBIT `D1' LEGAL DESCRIPTION Caltrans Parcel No. 2221.8-4 Temporary Construction Easement APN 118-270-039 That portion of Parcel 5 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most westerly corner of said parcel; thence South 81°56'01" East 27.23 feet along a portion of the southerly line of said parcel to a point thereon; thence North 09°13'38" East 15.90 feet to the True Point of Beginning; thence North 09°13'38" East 56.43 feet; thence South 80°46'22" East 20.00 feet; thence South 09°13'38" West 56.43 feet; and thence North 80°46'22" West 20.00 feet to the True Point of Beginning. Containing 1,129 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `D2' attached hereto and made a part hereof. Prepared under the direction of Brian E. Bullock, PLS 5260 Date P:\2PTG0105011SURV EY\LEGA.LS\22218_APN_118-270-035_036_038_039_042\Legals\22218-4-TCE.doc 12/10/2012 Pape 1 of 1 EXHIBIT A, PAGE 14 EXHIBIT D2 PARCEL# TITLE AREA APN 22218-4 TCE 1,129 SO. FT. 118-270-039 PARCEL 1 P.M,E, 51 / 62-63 C4 L6 PARCEL S19°39'13"E—(PRC) '� r �. e ��1� 1 �l 1 118-270-023 3 4 �,<,,,,. 5 7- ' L 3 Mm2 .: Y .. i-,` PARCEL 1 P.M, NO, 21690 N I �1 1 18-270-042 P , loll , E ., 1 —''r.3/ ) 1 `- 93 PARCEL 2 118-270-034 I IC2 S08°03'59"W (R) �- D ST. I C1 - N08°03'5911E (R) PARCEL — I DOC. #2000-033061 O.R. , Lc,_W Iv-) r\, M --s 0 0 118-270-035 • 3''"'�; c ° 580°46'22"E PARCEL J 20.00' _1 Li.1 N ' PARCEL .3 _ I .o 118-270-039 0 co 4 4 ' I z ---a� � Q� o 20.00" LINE TABLE a; 56.43' BEARING DISTANCE Z I � _n S09° 1 3'38"W L1 N08°03'59"E 65.00' O I inx ` L2 N08°03'59"E 82.16' C) j o j � . _ �TPOB '" r'"f ( L3 L4 N66°09'06"E N86°05'56"E 12.61' 64.11 ' J o ® z A. �. N80 46022"W '- L5 L6 581°55'24"E S81°57'20"E 214.71' 77.36' 27.23' ro CURVE TABLE 581 ° 56'01 "E (i) DELTA RADIUS LENGTH PARCEL 6 `o - -- C 1 C2 C3 90° 00'00" 90°00'00" 27°43'4911 1 4.50' 1 4.50' 150.00' 22. 78' 22.78' 72.60' 118-270-038 C4 27°41'53" 150.00' 72.51' FEET 0 40 80 160 240 NOTES LEGEND Q 2 2 2 1 V - 4 TEMPORARY CONSTRUCTION EASEMENT Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( ) Title to State l((( Access Prohibited PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santo Ano, California 92707 (714)751-73734714)545-8883 (Fox) DATE:09-05-12 REV.: 12-10-12 EA: OF540 FM*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 RIV 91 5.5 1 1 EXHIBIT A, PAGE 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1.9 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS EXHIBIT `E1' LEGAL DESCRIPTION Caltrans Parcel No. 22218-5 Temporary Construction Easement APN 118-270-038 That portion of Parcel 6 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the southwest corner of said parcel; thence North 08°03'59" East 71.55 feet along the westerly line of said parcel to a point thereon; thence South 81°56'01" East 18.00 feet; thence South 08°03'59" West 71.51 feet to a point on the southerly line of said parcel; thence North 82°03'18" West 18.00 feet along said southerly line to the Point of Beginning. Containing 1,288 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `E2' attached hereto and made a part hereof. Prepared under the direction of /2-/0-72 Brian E. Bullock, PLS 5260 Date PAA2PTG010501 \SORVEYILEGA.LS122218_APN_ 118-270-035_036_038_039_0421Legals122218-5-TCE.doc 12/10/2012 Page 1 of 1 EXHIBIT A, PAGE 16 EXHIBIT E2 PARCEL# TITLE AREA APN 22218-5 TCJJE++ 1,288 S0. FT. 118-270-038 EL 1 PARCEL 7 --'� 718-270-042 I 118-270-034 I C2 _S08°03'59"W (R) I D STo — N08°03'59"E (R) r------- ` I [118-270-035 Cl - - ` PARCEL 3 L.- j n j -1 ( o I 118-270-039 o N. I . I Q j I � ;',loll, NO, 21690 --I P,m,,e, 143/ 91 � 93 _1 Lt1 f, n`_ o1 CO <L I Q " 1 LINE TABLE I BEARING DISTANCE J j Q _ I PARCEL 5 L1 L2 N08°03'59"E N08°03'59"E 65.00' 82.16' - vI 1 ( Z 144 CURVE TABLE —1 I DOC. #2000-033061 O.R. DELTA RADIUS LENGTH j C1 C2 90°00'00" 90°00'00" 14.50' 14.50' 22.78' 22.78' w 1 18-270-041 ( m i 1-° 'Ij PARCEL 6 0 118-270-040 ° I� 118-270-038 O z s. a, s3 t z :. c_ ... �;� . , a ��< ��a .�`.r ;., ,r . K , .�, .T ar. .: �a._. S81 ° 56'01 "E 1 8.00' N82°02'33' W 644.64' is co in 1 18-270-012 POBu° S08°03'59"W : 71 .51 ;-0 TRACTNO,1 ��1� rn Ml J4/ 92-93 _.__ 1 18.j00' N82°03'1 8 I ��"W FEET 0 40 80 760 240 NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide P08 Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing 2 2 2 1 8 - 5 TEMPORARY by 0.99997476 to obtain ground )Title to State CONSTRUCTION distances. All distances are in feet (Pi( Access Prohibited EASEMENT unless otherwise noted. PREPARED BY: DATE:09-05-12 REV.: 12-10-12 EA: OF540 FAtt: P S O A S 3 Hutton Centre Drive, Ste. 200 DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS Sento Ana, Colifornio 92707 (714)751-7373/(714)545-0883 (Fax) 8 R I V 91 5. 5 1 1 EXHIBIT A, PAGE 17 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS EXHIBIT `F1' LEGAL DESCRIPTION Caltrans Parcel No. 2221.8-6 Building Demolition Easement APN 118-270-034 & 035 Those portions of Parcels 2 and 3 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of said Parcel 2; thence South 81 °57'20" East 288.27 feet along the northerly line of said parcel to a point thereon; thence South 72°26'28" West 100.51 feet to the True Point of Beginning; thence South 72°26'28" West 117.88 feet; thence South 73°45'06" West 159.62 feet to a point on the southerly line of said Parcel 2; thence South 81 °56'01" East 251.74 feet along a portion of said southerly line and the prolongation of said portion of said southerly line; thence North 08°03'59" East 116.70 feet to the True Point of Beginning. Containing 14,474 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `F2' attached hereto and made a part hereof. PA2PTG0105011S URVEY\LEGALS\22218_APN_118-270.035_036_038_039_0421Legais\22218-6-BDE.doc 12/10/2012 Page 1 of 2 EXHIBIT A, PAGE 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PSOMAS Prepared under the direction of Brian E. Bullock, PLS 5260 PA2PTG010501 \SURVEY\LEGALS\22218_APN_ 113-270-035_036_038_039_042Tegals\22218-6-BDE.doc 1211.0/2012 Page 2 of 2 EXHIBIT A, PAGE 19 EXHIBIT F2 PARCEL# TITLE AREA A P N 22218-6 BDE 14,474 S0. FT. 118-270-034 & 035 v, i',�r?Cr L 1 I \`Q° P,M,8, \ °,19 PARCEL 2 51 / 62-63 M 118-270-023 118-270-024 o o �; V` C2 POB 307.25' ) o N \'� C1 \T1 \J 77 36 S81 l- °57'20'E 365.63 288 27' col �- ..`�", ' .,s, PARCEL 2 TPOB 3 k1 PARCEL J 1 18-270-034 �„ -- ' - L L2 °2�2� 1 18-270-042 Sl \1- 6 `u 4.oLn io Sri'`° �- o Q5 r�2 (5. r:M �9 0 ° : vQ dl- r Q- 0 O 1 0 5 —co O M N- N I O C10 -r3x S81°56'01"E 251.74' PARCEL 3 718-270-035 LINE TABLE 5 -- ' BEARING DISTANCE r DOC. #2000-033061 O.R. L1 L2 508°07'46"W S81°52'14"E 53.36' 10.00' L3 572°26'28"W 100.51' P,M„ P,N,B„ NO, 21690 143/ 91-93 PARCEL I 3 CURVE TABLE DELTA RADIUS LENGTH C1 27°43'49" 150.00' 72.60' C2 27°41'53" 150.00' 72.51' 1S7 PARCEL '1 i Lo 118-270-036 U FEET 0 40 80 160 240 NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing / 2221_8-6 BUILDING obtain ground iTitle to State. DEMOLITION distances. All distances are in feet I)ii Access Prohibited EASEMENT unless otherwise noted. PREPARED BY: DATE:09-05-2012 REV.:2; 12-10-2012 EA: OF540 FA#: PSOMAS 3 'iutton Centre Drive, Ste, 200 DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS Santo Ano California 92707 (714)751-7373/i714)SA5-e9e3 (Fake 8 R I V 91 5.5 1 1 EXHIBIT A, PAGE 20 PS OMAS EXHIBIT `GP LEGAL DESCRIPTION Caltrans Parcel No. 22218-7 Building Access Easement APN 118-270-034 & 035 Those portions of Parcels 2 and 3 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of said Parcel 2; thence along the northerly line of said Parcel 2 and the general easterly lines of said Parcels 2 and 3 the following four (4) courses: 1) South 81°57'20" East 307.25 feet to the northeasterly corner of said Parcel 2; 2) South 08°07'46" West 53.36 feet; 3) South 81°52'14" East 10.00 feet; and 4) South 08°07'46" West 106.87 feet to a point thereon; thence North 81 °54'03" West 97.18 feet to a corner of a commercial building, said corner being the True Point of Beginning; thence South 08°09'05" West 10.00 feet along the general easterly face of said building to a point thereon; thence North 81°54'03" West 180.99 feet to a point on the general westerly face of said building; thence North 08°11'21" East 10.00 feet along said general westerly :face to a corner of said building; thence South 81 °54'03" East 180.98 feet along the northerly face of said building to the True Point of Beginning. Containing 1,810 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `G2' attached hereto and made a part hereof. P:12PT001050 RSUR VEY\LEGALS122218_APN_ 118-270-035_036_038_039_04211,ega1s122218-7-RA E.doe 12/10/2012 Page 1 of 2 EXHIBIT A, PAGE 21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PSOMAS Prepared under the direction of wg-Pe /2-/©-/2 Brian E. .Bullock, PLS 5260 Date P^2PTCi010501 \SUR V GY\LBGALS\22218_APN__ 118-270-035_036_038_ 039042\Legais'22218-7-BAE.doc 12/ l0/2012 Page 2 of 2 EXHIBIT A, PAGE 22 EXHIBIT G2 PARCEL# TITLE AREA APN 22218-7 BAE 1810 SQ. FT. 118-270-034 & 035 PARCEL 1 P,N1,6, 1 ARCr L, l 5 1 / .):2-_>3 M 118-270-023 118-270-024 0 0 C2 POB 307.25' 0 C1 , 77 36' ...,. S81°57'20"E �-- 365.63' I 288 27' :........r. :fi....... ... N p �- .v ¢.,.;;:8 e r,x:. <....; F.A.7 r. 1 f.::aE PARCEL 2 L1 PARCEL J 1 18-270-034 - L2 118-270-042 `° r IN81°54'03"W `�:' �. _ o °54'03"E ': rn `r— o (v S81 180.9 I 8'... .. r rr) c1 ,-- E° 1 ' „" `; e� wr -St rs-, ,- x �r x« --w' �- T , 1 P 0 B a Pr1;-�Cr I NO$�p,00 N81"54903'W v 1 1 18-270-035 I 508° 09105"W 1 1 0.00' 1` 0 I o P , NL P . M , 0 DOC.1#2000-033061 O.R. NO, 21690 I " , 143/ 91- 3 LINE TABLE PARCEL ,� I BEARING DISTANCE L1 L2 508°07'46"W S81°52'14"E 53.36' 10.00' I 17 - - -1 Pr11�CEI 'f CURVE TABLE - - - DELTA RADIUS LENGTH ttl I I C1 27°43'49" 150.00' 72.60' o 118-270-036 C2 27°41'53" 150.00' 72.51' t� a, I FEET 0 40 80 160 240 NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zane 6. Distances and stationing ore grid distances. Divide POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing 2 2 2 1 S - 7 BUILDING by 0.99997476 to obtain ground Title to State ACCESS distances. All distances are in feet I'll Access Prohibited EASEMENT unless otherwise noted. PREPARED BY: DATE:12-10-2012 REV.: EA: OF540 FA#: PSOMAS Putton200 DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS Soria A aC Califorr-niae92707 (719)751-7373/1719)545-8883 (Fax) 8 R I V 91 5. 5 1 1 EXHIBIT A, PAGE 23 PROOF OF MAILING NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on May 30 2014, I mailed a copy of the attached notice by first- class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as Assessor Parcel Nos. 118-270-034, 118-270-035, 118-270-036, 118-270-038, 118-270-039, 118-270-040, 118-270- 041 and 118-270-042 (CPNs 22218-1, 22218-2, 22218-3, 22218-4, 22218-5, 22218-6 and 22218-7): Corona Towne Center, LLC 4416 West 154`s Street Lawndale, CA 90260 Record Owner Corona Towne Center, LLC 251-401 North Lincoln Avenue Corona, CA 92882 Record Owner Corona Towne Center, LLC 10410 South Vintage Avenue, Suite A Ontario, CA 91761 Record Owner Richard G. Greenberg, Esq. Greenberg, Whitcombe & Takeuchi, LLP 21515 Hawthorne Boulevard, Suite 450 Torrance, CA 90503-6531 Courtesy Copy Michael H. Leifer, Esq. Palmieri, Tyler, Wiener, Wilhelm & Waldron LLP 2603 Main Street, Suite 1300 Irvine, CA 92614 Courtesy Copy Dated: May 30, 2014. oef Margaret L. Barnes 17336.02100\8825305.1 Indian Wells (760)568-2611 Irvine (949) 263-2600 Los Angeles (213) 617-8100 Ontario (909) 989-8584 11019: BEST BEST & KRIEGER ATTORNEYS AT LAW 3390 University Avenue, 5th Floor, P.O. Box 1028, Riverside, CA 92502 Phone: (951) 686-1450 I Fax: (951) 686-3083 I www.bbklaw.com Margaret L. Barnes (951)826-8357 margaret.barnes@bbklaw.com File No. 17336.02100 April 28, 2014 VIA HAND DELIVERY Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, California 92501 p[EC I1WI APR 28 f M k RIVERSIDE COUNTY TRANSPORTATION COMMISSION J Sacramento (916)325-4000 San Diego (619) 525-1300 Walnut Creek (925) 977-3300 Washington, DC (202) 785-0600 Re: Notice of Hearing to Property Owners as to T & C Exchange Accommodators, Inc. (Assessor Parcel No. 118-270-003, CPN 22217), Corona Towne Center, Inc. (Assessor Parcel Nos. 118-270-034, 118-270- 035, 118-270-036, 118-270-038, 118-207-039, 118-270-040, 118-270-041 and 118-270-042, CPNS 22218-1 through 22218-8), and VEJ Corona LP (Assessor Parcel No. 118-050-002, CPN 22171-1) RCTC/SR91 CIP Project Dear Jennifer: RON No. 1t-I- 02-2_ Attached are the original Notices of Hearing to Property Owners, with proofs of mailing, of the hearing on the adoption of a resolution of necessity scheduled for June 11, 2014, as to T & C Exchange Accommodators, Inc., Corona Towne Center, Inc. and VEJ Corona LP, for right of way, possessory and/or leasehold interests sought for this project. These are the only parcels to be considered for the adoption of resolutions of necessity at that hearing with regard to this project. Please do not hesitate to contact me, should have any questions. Very truly yours, ietteeeseetOW Margaret. Barnes Senior Litigation Paralegal for BEST BEST & KRIEGER LLP Attachments 17336.02100\8755118.1 a ORIGINAL �y-0 NOTICE OF HEARING TO CONSIDER ADOPTION OF A RESOLUTION OF NECESSITY Pursuant to Section 1245.235 of the California Code of Civil Procedure, you are hereby notified that at a regular meeting to be held on Wednesday, June 11, 2014, at 9:30 a.m., at the Riverside County Administration Building, Board of Supervisors Chambers, located at 4080 Lemon Street, Riverside, California, the Commission of the Riverside County Transportation Commission intends to consider adopting a Resolution of Necessity, authorizing the commencement of eminent domain proceedings for the acquisition of real property interests in property that, according to the last equalized county assessment roll, is owned by you. The public use for which this resolution of necessity will be considered is for the SR-91 Corridor Improvement Project in Riverside County, California. The definition of the property rights to be acquired, together with the legal descriptions and corresponding depictions, are attached to this notice. A hearing will be held at the time and place mentioned above. You have the right to appear and be heard on the following matters: 1. Whether the public interest and necessity require the project for which the property is sought to be acquired. 2. Whether the project is planned or located in the manner that will be most compatible with the greatest public good and least private injury. 3. Whether the property sought to be acquired by eminent domain and described in the Resolution of Necessity is necessary for the proposed project. 4. Whether the offer required by Section 7267.2 of the California Government Code has been made. 17336.02100\8755168.1 Pursuant to California Code of Civil Procedure section 1245.235(b)(3), your failure to file a written request with RCTC to appear and be heard within 15 days from the date that this Notice is mailed may result in the waiver of your right to appear and be heard on the above -stated matters and issues that are the subject of the hearing. ALL COMMUNICATIONS SHOULD BE ADDRESSED TO: Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, California 92501 DATE OF HEARING: PLACE OF HEARING: DATED: April 26, 2014. Wednesday, June 11, 2014 9:30 a.m. Riverside County Administration Building Board of Supervisors Chambers 4080 Lemon Street Riverside, California 92501 BEST BES KRIEGER LLP B v: ark A. Easter Artin N. Shaverdian Attorneys for Riverside County Transportation Commission 17336.02100\8755168. l Legal Definitions of Property to be Acquired The following is a list of definitions of legal rights to be acquired by Riverside County Transportation Commission: "Fee" (as to 22218-1) also known as fee simple or fee simple absolute, grants to RCTC absolute ownership of the portion of the property to be acquired. "Temporary Construction Easement" (TCE) (as to 22218-2, 22218-3, 22218-4, 22218-5 and 22218-8) refers to the right of RCTC, its successors and assigns, to engage in construction and related activities for the project. Such right shall be exercised for a period of 6 months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. The duration of the rights under the TCEs shall not extend beyond November 6, 2017, or upon filing of a Notice of Completion, whichever is earlier. Property Owner shall not cause, directly, indirectly or. negligently, any interference with or harm to the rights conveyed hereunder. "Building Demolition Easement" (as to 22218-6) refers to a temporary easement and right of way in favor of RCTC, its successors and assigns, together with all necessary rights incidental thereto, on, over, under and across the property in connection with the exercise of any easement rights described herein. Property Owner shall not erect or construct, or permit to be erected or constructed, any building, structure or improvement on, over, or under any portion of the easement, or plant trees or any other vegetation on any portion of the easement except with the prior written consent of RCTC, its successors and assigns. No other easements shall be granted on, under or over the easement without the prior written consent of RCTC, its successors and assigns. Such right shall be exercised for a period of 3 months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. The duration of the rights under this easement shall not extend beyond November 6, 2017, or upon filing of a Notice of Completion, whichever is earlier. 173 36.02100\8755928.1 Property Owner shall not cause, directly, indirectly or negligently, any interference with or harm to the rights conveyed hereunder. "Building Access Easement" (as to 22218-7) grants to RCTC, including its successors and assigns, a non-exclusive temporary easement and right of way in favor of RCTC, its successors and assigns, to facilitate the building demolition described in 22218-6, together with all necessary rights incidental thereto, on, over, under and across the property in connection with the exercise of any easement rights described herein. Property Owner shall not erect or construct, or permit to be erected or constructed, any building, structure or improvement on, over, or under any portion of the easement, or plant trees or any other vegetation on any portion of the easement except with the prior written consent of RCTC, its successors and assigns. Such right shall be exercised for a period of 3 months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. The duration of the rights under this easement shall not extend beyond November 6, 2017, or upon filing of a Notice of Completion, whichever is earlier. Property Owner shall not cause, directly, indirectly or negligently, any interference with or harm to the rights conveyed hereunder. 17336.02100\8755928.1 1 2 3 4 5 6 7 8 9 10 I 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 PSOMAS EXHIBIT `Al' LEGAL DESCRIPTION Caltrans Parcel No. 22218-1 Fee Acquisition APN 118-270-034, 35, 36, 38, 39, and 42 Those portions of Parcels 1 through 6, inclusive, of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of said Parcel 2; thence along the northerly line of said Parcel 2 South 81°57'20" East 288.27 feet to a point thereon; thence South 72°26'28" West 218.38 feet; thence South 73°45'06" West 161.02 feet to the beginning of a curve concave northerly having a radius of 903.00 feet; thence westerly along said curve 405.45 feet through a central angle of 25°43'33"; thence South 50°04' 12" West 38.02 feet; thence South 09'13'38" West 145.98 feet to the beginning of a curve concave westerly having a radius of 168.00 feet; thence southwesterly along said curve 68.33 feet through a central angle of 23°18' 10" to the beginning of a reverse curve concave southeasterly having a radius of 146.00 feet; thence southwesterly along said curve 45.53 feet through a central angle of 17°52'05" to a point•on the westerly line of said Parcel 6; thence along the westerly line of said Parcels 1 through 6, also being the easterly line of Lincoln Avenue as shown on said parcel map the following five (5) courses: 1. North 08°03'59" East 293.97 feet to the beginning of a curve concave southeasterly having a radius of 14.50 feet; 2. Northerly, northeasterly and easterly along said curve 22.78 feet through a central angle of 90°00'00"; P:12PTG0105011SURVEY !LEGALS122218_APN_118-270-035_036 038_039_0421Legals122218-1-FEE.doc 12/10/2012 Page 1 of 3 EXHIBIT A, PAGE 3 l 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS 3. North 08°03'59" East 65.00 feet to a point, said point being the beginning of a non -tangent curve concave northeasterly having a radius of 14.50 feet, to which point a radial line bears South 08°03'59" West; 4. Westerly, northwesterly and northerly along said curve 22.78 feet through a central angle of 90°00'00"; 5. North 08°03'59" East 82.16 feet to a point thereon, said point being the most southerly corner of Parcel 2070-107B as described in the Final Order of Condemnation, Case No. 217114, Superior Court of said County, a Certified Copy thereof being recorded October 5, 1995 as Instrument No. 333298 of Official Records of said County; thence along the southerly line of said Parcel 2070-107B the following two (2) courses: 1. North 66°09'06" East 12.61 feet and 2. North 86'05'56" East 64.11 feet to a point on the northerly line of said Parcel 1; thence along last said southerly line and the northerly line of said Parcel 1 the following four (4) courses: 1. South 81°55'24" East 214.71 feet to the beginning of a curve concave northerly having a radius of 150.00 feet; 2. easterly along said curve 72.60 feet through a central angle of 27°43'49" to the beginning of a reverse curve concave southerly having a radius of 150.00 feet; 3. easterly along said curve 72.51 feet through a central angle of 27°41'53"; and 4. South 81'57'20" East 77.36 feet to the Point of Beginning. Contains 119,587 square feet. This conveyance is made for the purpose of a freeway and the Grantor hereby releases and relinquishes to the Grantee any and all abutter's rights or access, appurtenant to Grantor's remaining property, in and to said freeway. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476 PA2PTG010501\SURVEY\LEGALS`.22218_APN_i 18-270-035 036_038_039_042\Legals122218.1-FEE_doc 12/10/2012 Page 2 of 3 EXHIBIT A, PAGE 4 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS See Exhibit `A2' attached hereto and made a part hereof. Prepared under the direction of Brian E. Bullock, PLS 5260 /Z-V • j7 Date PA2PTGOl 0501 \SURVEY\LEGALS\22218_APN_118-270-035_036_038_039_0421Legals\222:18-1-FEE.doc 12/ 10/2012 Page 3 of 3 EXHIBIT A, PAGE 5 EXHIBIT A2 PARCEL# TITLE AREA APN 22218-1 FEE 119,587 S.F. 118-270-034,35,36,38,39,42 PARCEL 1 P,M,EI, PARCEL 2 51 / 62-63 118-270-023 116-270-024 2221$-1 C6 POB C5 77.36 . S81 -- I 307.25 --� °57'20"E 365.63' 288.27' -5 rl L 7 FARCES 1 21 $ ' L 8 cv 11$-270-0d2 ,2a ' � 2�O w w. PARG L . - S t 2 up al r— N P 1 470 -034� ,0 p� : r,co 1 ° w, G w S� 16� p2 o 0 �l 01 +, >. s r, LINE TABLE p5• BEARING DISTANCE R DOC. #2000-033061 O.R. L3 L4 N66°09'06"E N86°05'56"E 12.61' 64.11' P, P.,M,g., All„ NO 21690 143/ 91-93 L5 L6 L7 L8 581°55'24"E S81°57'20"E S08°07'46"W 581°52'14"E 214.71' 77.36' 53.36' 10.00' PARCEL 3 CURVE TABLE DELTA RADIUS LENGTH C1 23°18'10" 168.00' 68.33' L7 --'I PARCEL 4 C2 C3 C4 17°52'05" 90°00'00" 90°00'00" 146.00' 14.50' 14.50' 45.53' 22.78' 22.78' —1 toC6 118-270-036 72.511' 27°41'53" 150.00' o ]ti FEET 0 40 80 160 240 NOTES LEGEND _ FEE ACQUISITION Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing (---7) Title to State I t I ( Access Prohibited PREPARED BY: PSOMAS 3 Hu+ton Centre Drive, Ste. zoo nta a, California 92707 (714)751 7373/(714)545-B883 (Fox) DA7E:03-06-12 REV.:3; 12-10-12 EA: OF540 FAtt: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 9 1 5. 5 1 2 EXHIBIT A, PAGE 6 EXHIBIT A2 PARCEL# TITLE AREA APN 22218-1 FEE 119,587 S.F. 118-270-034,35,36,38,39,42 SEE SHEET 1 FOR LINE C6 L6 AND CURVE TABLES RARrri ) P 1•/1,�� �, 118-270-023 C5� PARC I �0 /0� 10l A a6.� 51 / 62- (22218-i , / L5 rl L3 I —I- - - _ i PARCEL I j (\, f18-270=042� ..PARC. L 2 t It i 8-i it o.74^ j C 4 ,----V S08 03 59 W_IRI, D S T e � i C3 � N 9r1.3.�9,. �_IR1 �- PARCEL 3 , , � ,�,ApS°A� LA w I i N I j (Ni W v \ S09°28'39"W (R) DOC. #2000-033061 S50°04'12"W 38.02' P,1U1, -co NO., O.R. v) 216 90 I !s_ PARCEI. J 1 18-270-035 Z _I o) O! PARCEL 3 I w rn U' ! O 1 18-270-039 � I O N -J i � O ., 1--)ARCEL 6 ---- v PARCEL -4 z O 118-270-036 I 118-270-038 0 I N 1 co I I C2 �NN75°20'16"W (R)- r FEET 0 40 80 160 240 NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicotes Radial Beoring 2 2 2 1 8 - 1 obtain ground C ) Title to State FEE ACOUISITION distances. All distances ore in feet I I I I Access Prohibited unless otherwise noted. PREPARED BY: DATE:03-06-12 REV.: 3; 12-10-12 EA: OF540 FAu: PSOMAS 3 Hution Centre Drive, Ste. ?0D DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS Sonia Ana, alifornia2707 (714)751-7313/(114)54598883 (Fax) 8 R I V 91 5. 5 2 2 EXHIBIT A, PAGE 7 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS EXHIBIT `Bl' LEGAL DESCRIPTION Caltrans Parcel No. 22218-2 Temporary Construction Easement APN 118-270-034 That portion of Parcel 2 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of Califomia, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of said Parcel 2; thence South 81 °57'20" East 288.27 feet along the northerly line of said parcel to a point thereon, said point being the True Point of Beginning; thence South 81°57'20" East 10.41 feet continuing along said northerly line to a point thereon; thence South 17°33'32" East 13.50 feet; thence South 72°26'28" West 100.00 feet; thence North 17°33'32" West 18.00 feet; and thence North 72°26'28" East 90.62 feet to the True Point of Beginning. Containing 1,779 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `132' attached hereto and made a part hereof. PA2PTG010501 iS UR V EYILEGALS122218_APN_ 118-270-035_036_038_039_042\Legals\22218-2-TC Gdoc 12/10/2012 Page 1 of EXHIBIT A, PAGE 8 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS Prepared under the direction of Zifai4ex Brian E. Bullock, PLS 5260 Date /2-/O PA2PTG010501ISURVEY\LEGA LS\22218_APN_l I8-270-035_036_038_039_0421Legals\22218-2-TCE.doe 12/10/2012 Page 2 of 2 EXHIBIT A, PAGE 9 EXHIBIT B2 PARCEL# TITLE AREA APN 22218-2 TCE 1,779 S0. FT. 118-270-034 �; P�� VCrL 1 \�° P,M,8, \`1, PARCEL 51 / 62-63 'n \ 1 s-27o-023 1 18-270-024 TPOB c) \ c�` C 2 POB 307.25' —� L3 0 N \� -73 Cl \� -✓ 77.36' S81 �--- °57'20"E 365.63' 288 27' L4 co — .: PARCEL ) ... ,„. r' '` L 1 L2 118-270-042 I �� L6 a ko w PARCEL 2 i I o �� . r-- o 1 118-270-034 I 0 No » rn co N J I co co °o PARCEL 3 LINE TABLE BEARING DISTANCE 118-270-035 L1 508°07'46"W 53.36' -� L2 S81°52'14"E 10.00' DOC. #2000-033061 O.R. L3 L4 S81°57'20"E S17°33'32"E 1.41' 13.50' P ANl , NO, 2 1 !....) )0 L5 L6 L7 S72°26'28"W N17°33'32"W N72°26128"E 100.00' 18.00' 90.62' rn P,>•i,a.. 1 3/ 91- 3 10 M PARCEL 3 CURVE TABLE .__1�1 DELTA RADIUS LENGTH IQ U O 'i C1 27°43'49" 150.00' 72.60' n' C2 27°41'53" 150.00' 72.51' `o PARCEL4 118-270-036 i FEET 0 40 80 160 240 NOTES LEGEND Coordinates and bearings ore on CCS 1983(2007.00) Zone 6. Distances and stationing ore grid distonces. Divide by 0.99997476 to POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing 2 _ TEMPORARY obtain ground iTitle to State CONSTRUCTION distances. All distances ore in feet ((i( Access Prohibited EASEMENT unless otherwise noted. PREPARED BY: DATE:03-06-12 REV.:2; 12-10-12 EA: OF540 FA*: PSOMAS 3 Hct Yon Centre Drive, Ste, 200 DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS Sonfo (714)751Amp, 7373/(714)545-8M (Fox) 8 R I V 91 5.5 1 1 EXHIBIT A, PAGE 10 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PSOMAS EXHIBIT C1' LEGAL DESCRIPTION Caltrans Parcel No. 22218-3 Temporary Construction Easement APN 118-270-035 & 036 Those portions of Parcels 3 and 4 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of said Parcel 4; thence South 81 °54'34" East 209.29 feet along the northerly line of said parcel to a point thereon; said point being the beginning of a non -tangent curve concave northerly having a radius of 903.00 feet, to which point a radial line bears South 00° 18' 16" East; thence easterly along said curve 69.24 feet through a central angle of 04°23'35" to the True Point of Beginning; thence easterly, continuing along said curve 54.34 feet through a central angle of 03°26'53"; thence South 08°08'46" East 18.00 feet to the beginning of a non -tangent curve concave northerly having a radius of 921.00 feet, to which point a radial line bears South 08°08'46" East; thence westerly along said curve 55.43 feet through a central angle of 03°26'53 "; thence North 04°41'53" West 18.00 feet to the True Point of Beginning. Containing 988 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `C2' attached hereto and made a part hereof. P:12PTG0105011SURV EYILEGALS122218_APN_118-270-035_036_038_039_0421Legals122218-3-TCE.doc 12/10/2012 Page 1 of 2 EXHIBIT A, PAGE 11 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS Prepared under the direction of zlij'a".4.‘ Brian E. Bullock, PLS 5260 Date /2-/l1- /z P:\2PTG010501\SURVEY\LEGALS\22218_APN_118-270-035_036_038_039_042\Legals\22218-3-TC E.doc 12/10/2012 Page 2 of 2 EXHIBIT A, PAGE 12 EXHIBIT C2 PARCEL# TITLE AREA APN 22218-3 TCE 988 SO. FT. 118-270-035 & 036 PARCEL 1 P,M,S, 51 162-6,3 C4 -- L6 PARCELS 19° 39' 1 3"E (PRC ) --.. - _ ...._.... _.. 2010-- J 07 A 2,2 1 18-270-023 ` L5 C3 /4-7... .. j L3 w ` i p PARCEL Cr J J ., M , NO ., 21690 J 1 18-270-042 P,m,a, 1'f3/ 91-9,3 PARCEL 2 I \118-270-034 C2 (R) �Mg S08°03'59"W D ST-e � N08°03'59"E (R) PARCEL ,3 r ,4 C5- / Cl S00°18116"E (R) C6 :. :� 581°54'34"E 209.29' \ 18.00' POB C1 508°08'46"E(R) j TPOB j00 In 18.00' '0 118-270-035 N T . j Q LU 44' PARCEL 5 b_i L� ti ( - j Q, i 118-270-039 LINE TABLE i BEARING DISTANCE Z I w O _ I DOC. #2000-033061 O.R. L1 L2 N08°03'59"E N08°03'59"E 65.00' 82.16' I M Z ! o '--, 10 ,I co I z r r PARCEL J ( ( p ( L3 L4 L5 L6 N66°09'06"E N86°05'56"E 581°55'24"E S81°57'20"E 12.61' 64.11' 214.71' 77.36' I I 118-270-038 oo CURVE TABLE I N DELTA RADIUS LENGTH co — C1 C2 C3 C4 C5 90°00'00" 90°00'00" 27°43'49" 27°41'53" 04°23'35" 14.50' 14.50' 150.00' 150.00' 903.00' 22.78' 22.78' 72.60' 72.51' 69.24' C6 03°26'53" 903.00' 54.34' I C7 03°26'53" 921.00' 55.43' FEET 0 40 80 160 240 NOTES LEGEND 2 2 2 1 8 - 3 TEMPORARY CONSTRUCTION EASEMENT Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtoin ground distances. All distances are in feet unless otherwise noted. POB Indicates Point Of Beginning TPOB Indicates True'Point Of Beginning (R) Indicates Radial Bearing C )Title to State )i)( Access Prohibited PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 ia 92707 (214)751r� 7373/(214)54S-8883 (Fax) DATE:09-05-12 REV.: 12-10-12 EA: OF540 FM*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5.5 1 1 EXHIBIT A, PAGE 13 L rr I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS EXHIBIT `D1' LEGAL DESCRIPTION Ca!trans Parcel No. 222184 Temporary Construction Easement APN 118-270-039 That portion of Parcel 5 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most westerly comer of said parcel; thence South 81 °56'01" East 27.23 feet along a portion of the southerly line of said parcel to a point thereon; thence North 09°13'38" East 15.90 feet to the True Point of Beginning; thence North 09°13'38" East 56.43 feet; thence South 80°46'22" East 20.00 feet; thence South 09°13'38" West 56.43 feet; and thence North 80°46'22" West 20.00 feet to the True Point of Beginning. Containing.1,129 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `D2' attached hereto and made a part hereof. Prepared under the direction of Brian E. Bullock, PLS 5260 Date P:12PTGO [05011SURVEYILEGALS122218_APN_118-270-035_036_038_039_0421Legais122218 4-TCE.doc [2/10/2012 Page 1 of 1 EXHIBIT A, PAGE 14 EXHIBIT D2 PARCEL# TITLE AREA APN 22218-4 TCE 1,129 SO. FT. 118-270-039 PARCEL 1 P„N1,5„ 31 1 62-63 C4 L6 PARCEL 519°39'13"E (PRC) ----------. 2070-- 107 A 2: a 1 18-270-023 0� L5 L 3 j P, M, ND, 21690 f ARDE I 1 J 1 18-270-042 P loll 131 9 1 y3 PARCEL 2 118-270-034 j C2 ;. S08°03'59"W (R) D ST. r N08°03'59""E (R) / PARCEL 3 i C 1 '' DOC . #2000- 033061 O.R. w M ;� I iv �'iv-) v o (0 118-270-035 v I •`"' • j � --w 580°46'22"E PARCEL 20.00' >i PARCEL 0 118-270-039co - Lij 44' I M a, 20.00' Q`�� ;O LINE TABLE L4-1 cn 56.43' BEARING DISTANCE Z I � � 509°13'38""W L1 N08°03'59""E 65.00' O I !n �► ���„ ;: L2 N08°03'59""E 82.16' Ci j o ° "" m TPOB z ( ) L3 L4 N66°09'06"�E N86 05 56 E 12.61' 64.11 ' 1co -I o Q I z 0. 20.00' ` N80°46 22" W v L5 L6 S81°55'24"E S81 °57'20""E 214.71' 77.36' 1 27.23' �o CURVE TABLE I 581 °56'01' E ci) DELTA RADIUS LENGTH j j PARCEL 6 ^o ,_ C1 C2 C3 90°00'00" 90°00'00" 27°43'49" 14.50' 14.50' 150.00' 22.78' 22.78' 72.60' 1 18-270-038 C4 27°41 'S3" 1 50.00' 72.51 ' FEET 0 40 80 160 240 NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide 0.99997476 to POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing 2 2 2 1 8 - 4 TEMPORARY by obtain ground ( ) Title to State CONSTRUCTION distances. All distances are in feet ((i ( Access Prohibited EASEMENT unless otherwise noted. PREPARED BY: DATE:09-05-12 REV.: 12-10-12 EA: OF540 FAst: PSOMAS Hutton ,itrne7 ADO DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS Santo AnaCataia9270 (714)751-7373/(714)545-8883 (Fax) 8 R I V 91 5.5 1 1 EXHIBIT A, PAGE 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1.5 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS EXHIBIT `El' LEGAL DESCRIPTION Caltrans Parcel No. 22218-5 Temporary Construction Easement APN 118-270-038 That portion of Parcel 6 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the southwest corner of said parcel; thence North 08°03'59" East 71.55 feet along the westerly line of said parcel to a point thereon; thence South 81 °56'01" East 18.00 feet; thence South 08°03'59" West 71.51 feet to a point on the southerly line of said parcel; thence North 82°03'18" West 18.00 feet along said southerly line to the Point of Beginning. Containing 1,288 square feet.. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `E2' attached hereto and made a part hereof. Prepared under the direction of C.' I2-t0-t2 Brian E. Bullock, PLS 5260 Date PAZPTG010501\SURVEY\L.EGALS122218_APN_ 118-270-035_036_038_039_0.421Legais\22218-5-TCE.doc 12/10/2012 Page 1 or l EXHIBIT A, PAGE 16 EXHIBIT E2 PARCEL# TITLE AREA APN 22218-5 TCE 1,288 SQ. FT. 118-270-038 • N' J PARCEL 1 PARCEL 118-270-042I I - 118-270-034 IC2 (R) S08°03'59"W j ST. N08°03'59"E (R) j 118-270-035 Cl - ` PARCEL 3 I - iLD I NI 0 118-270-039 N I . j Q P,M, NO., 21690 j i 1 P�1V1.,B, 143/ 91-93a. 1.L1 0 � Q I sr I LINE TABLE I BEARING DISTANCE �� j I PARCEL L1 L2 N08°03'59"E N08°03'59"E 65.00' 82.16' - 44' CURVE TABLE --J I DOC. #2000-033061 O.R. DELTA RADIUS LENGTH j C1 C2 90°00'00" 90°00'00" 14.50' 14.50' 22.78' 22.78' w `; 118-270-041 al 'n PARCEL 6 j 0 118-270-040 ° co io 118-270-038 z - I j S81 ° 56'01 "E 1 8.00' N82°02'33"W 644.64' �, G m �n 1 18-270-012 I j in . 508°03'59"W POBj to• 71.51 -0 ''' 00 TRACT NO., 21690 0 M,B, 154/ 92-93 1 3 7.00' 1 8.IOQ' N82°0311 B W I FEET 0 40 80 160 240 NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide to POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radio! Bearing 2 2 2 1 8 - 5 TEMPORARY by 0.99997476 obtain ground ( )Title to State CONSTRUCTION distances. All distonces are in feet lilt Access Prohibited EASEMENT unless otherwise noted. PREPARED BY: DATE:09-05-12 REV.: 12-10-12 EA: OF540 FAst: PSOMAS 3 Hutton Centre Drive, Ste. 200 DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS Sento Ana, 2707 (714)7 1-7373/(714)54598883 (Fox) 8 R I V 91 5.5 1 1 EXHIBIT A, PAGE 17 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS EXHIBIT Tr LEGAL DESCRIPTION Caltrans Parcel No. 22218-6 Building Demolition Easement APN 118-270-034 & 035 Those portions of Parcels 2 and 3 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of said Parcel 2; thence South 81 °57'20" East 288.27 feet along the northerly line of said parcel to a point thereon; thence South 72°26'28" West 100.51 feet to the True Point of Beginning; thence South 72°26'28" West 117.88 feet; thence South 73°45'06" West 159.62 feet to a point on the southerly line of said Parcel 2; thence South 81°56'01" East 251.74 feet along a portion of said southerly line and the prolongation of said portion of said southerly line; thence North 08°03'59" East 116.70 feet to the True Point of Beginning. Containing 14,474 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `F2' attached hereto and made a part hereof. P:12PTG010501 \SURVEY\LEGALS\22218_APN_ 118-270-035_036_038_039_042\Legals\22218-6-BDE.doc 12/10/2012 Page 1 of 2 EXHIBIT A, PAGE 18 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS Prepared under the direction of Brian E. Bullock, PLS 5260 Date lZ-/a -/Z PA2PTG010501\SUAVEYILEGALS122218_APN_118-270-035_036_038 039_042Tegals\22218-6-BDE.doc 12/10/2012 Page 2 of 2 EXHIBIT A, PAGE 19 EXHIBIT F2 PARCEL# TITLE AREA APN 22218-6 BDE 14,474 SO. FT. 118-270-034 & 035 �J, PARCEL 1 \�° P., MA, \� PARCEL 2 51 / 62-63 M � a 118-270-023 118-270-024 o \ -\ C2 , POB 307.25 o \�q C1 \-0, \� 1 -77.36' S81°57'20"E �-- 365.63' 288.27 N co - PARCEL L 2 TPOB L1 PARCEL 1 1 18-270-034 �� ..- ''Z� i � L2 02- a .. �� 1 18-270-042 Sl �0 ' ' w of o u-) 0 LD ,,1y o A5 06 2 6 (-- , M w o .1-- o S13 59 �- co rr--�oo ZO Mao �O N t — O f(f) ( c° ts_vxr 111‘214 CA" 100 04g, t S81 ° 56'01 "E 251 .74' PARCEL 3 118-270-035 L[NE TABLE ti — — BEARING DISTANCE DOC. #2000-033061 O.R. L1 L2 508°07'46"W 581°52'14"E 53.36' 10.00' L3 572°26'28"W 100.51' P.,1V1, P,P11.,F_-1., NO, 21690 143/ 9 1 -93 PARCEL 3 CURVE TABLE DELTA RADIUS LENGTH C1 27°43'49" 150.00' 72.60' C2 27°41'S3" 150.00' 72.51' to PARCEL 1} _1 t_l 118-270-036 Ca t~' t>, I FEET 0 40 80 160 240 NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing 2 C8_ BUILDING obtain ground )Title to State DEMOLITION distances. All distances ore in feet 1 1 1 1 Access Prohibited EASEMENT unless otherwise noted. PREPARED BY: DATE:09-05-2012 REV.:2; 12-10-2012 EA: OF540 FAtt: PSOMAS 3 Hutton Centre Drive Ste. 200Sant DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS - )n 7373/(7114)545-88 (71475183 (Fax) 8 R I V 91 5. 5 1 1 EXHIBIT A, PAGE 20 l 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PSOMAS EXHIBIT `G1' LEGAL DESCRIPTION Caltrans Parcel No. 22218-7 Building Access Easement APN 118-270-034 & 035 Those portions of Parcels 2 and 3 of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly comer of said Parcel 2; thence along the northerly line of said Parcel 2 and the general easterly lines of said Parcels 2 and 3 the following four (4) courses: 1) South 81°57'20" Fast 307.25 feet to the northeasterly comer of said Parcel 2; 2) South 08°07'46" West 53.36 feet; 3) South 81°52'14" East 10.00 feet; and 4) South 08°07'46" West 106.87 feet to a point thereon; thence North 81°54'03" West 97.18 feet to a corner of a commercial building, said corner being the True Point of Beginning; thence South 08°09'05" West 10.00 feet along the general easterly face of said building to a point thereon; thence North 81°54'03" West 180.99 feet to a point on the general westerly face of said building; thence North 08°11'21" East 10.00 feet along said general westerly face to a corner of said building; thence South 81°54'03" East 180.98 feet along the northerly face of said building to the True Point of Beginning. Containing 1,810 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit `G2' attached hereto and made a part hereof. PA2PTG01050118UR VEYULEG ALS122218_APN_I 18-270-035_036_038_039_042\Legals122218-7-BA E.doc 12/10/2012 Page 1 of 2 EXHIBIT A, PAGE 21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS Prepared under the direction of Brian E. Bullock, PLS 5260 Date /2-io-/2 P: 2PTG010501 \SURVEY\LEGALS\22218_APN_118-270-035_036_038_039_042\Legalsl22218-7-RAE.doe 12/10/2012 Page 2 of 2 EXHIBIT A, PAGE 22 EXHIBIT G2 PARCEL# TITLE AREA APN 22218-7 BAE 1810 S0. FT. 118-270-034 & 035 r'A'W L 1 P.Wl, PARCr L 2 51 1 6)2- �3 m 118-270-023 118-270-024 0 0 C2 POB -- - 307.25' 0 N C 1 S81 77 36' ...- _ ° 57'20"E 365.63' 288 27' :.. t.. _5 ... :. - roI ^ r- S.l., _;:5.^ Y _: 5�';j'.s', .....Y :c ..,-. G..:>a J:;. d.% t�',.-. -... ,.,..\„1 PARCr L 2 ,� L1 y: PARCEL ) 1 18-270-034 � - L2 t 118-270-042 I `° r 1N81 °54'03"W -' (-0 . 1 I 97.18' O rn • o I .. ° N S81 180.98'. 54'03"E 1 i Q In o ^ ►' ,t TPOB �,2� s° 1 i'Ai�Cr L 0 0 I 1 �0.99' N 10.0 N81 54 03"W I q- 1 1 18-2 70-035 I S08°09'05"W 1 10.00" '` 0 L— 1 ' CO O P,N1, P,N1,El, DOC.1 #2000-033061 O.R. �I NO, 21.690 I 1'Ir3/ 91-93 r LINE TABLE PARCr L 3 1 BEARING DISTANCE i L1 L2 S08°07'46"W S81°52'14"E 53.36' 10.00' 1 17 _ _ PARJAL 4I ` CURVE TABLE _ _ � — _ I DELTA RADIUS LENGTH ___I( al I C1 27°,13'49" 150.00' 72.60' 0 118-270-036 C2 27°41'53" 150.00' 72.51' - a FEET 0 40 80 160 240 NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing I _ 1 BUILDING obtain ground )Title to State ACCESS distances, All distances are in feet III' Access Prohibited EASEMENT unless otherwise noted. PREPARED BY: DATE:12-10-2012 REV.: EA: OF540 FAit: PSOMAS Drive, 200 DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS Sonic AnO, Coilfornio92707 (710751-737347141545-8883 (Pai) 8 RIV 91 5.5 1 1 EXHIBIT A, PAGE 23 PS OMAS EXHIBIT `H1' LEGAL DESCRIPTION Caltrans Parcel No. 22218-8 Temporary Construction Easement APN 118-270-034, 35, 36, 38, 39, and 41 Those portions of Parcels 2 through 6, inclusive, of Parcel Map No. 21690 in the City of Corona, County of Riverside, State of California, as per the map filed in Book 143, Pages 91 through 93, inclusive, of Parcel Maps, Records of said County, described as follows: Beginning at the most northerly corner of said Parcel 2; thence along the northerly line of said Parcel 2 South 81 °57'20" East 288.27 feet to a point thereon, said point being the True Point of Beginning; thence continuing along said northerly line and the general easterly lines of said Parcels 2 and 3 the following four (4) courses: 1) South 81°57'20" East 18.98 feet to the northeasterly corner of said Parcel 2; 2) South 08°07'46" West 53.36 feet; 3) South 81°52'14" East 10.00 feet; and 4) South 08°07'46" West 106.87 feet to a point thereon; thence North 81 °54'03" West 97.18 feet to a corner of a commercial building; thence along the face of said building the following thirty-seven (37) courses: 1) North 81°54'03" West 180.98 feet; 2) South 08°11'21" West 66.99 feet; 3) South 53°11'59" West 14.20 feet; 4) North 81°54'22" West 2.65 feet; 5) South 08°05'38" West 3.53 feet; 6) South 81°43'51" East 2.61 feet; 7) South 08°00'11" West 68.90 feet; 8) North 81°53'06" West 2.62 feet; 9) South 08°06'54" West 3.48 feet; 10) South 81°16'55" East 2.66 feet; 11) South 37°16'03" East 14.34 feet; 12) South 08°07'12" West 65.16 feet; 13) South 08°06'12" West 44.35 feet; 14) North 81 °55'36" West 140.13 feet; 15) North 08°10'41" East 11.65 feet; 16) North 81°49'19" West 39.95 feet; 17) North 07°55'55" East 11.30 feet; 18) North 81°59'09" West 50.55 feet; 19) South 08°00'51" West 1.33 feet; 20) North 83°32'54" West 0.61 feet; 21) South 08°14'03" West 10.92 feet; 22) North 81 °52'36" West 57.29 feet; 23) North 08°04'04" East 8.37 feet; 24) South 81 °47'40" East 0.70 feet; 25) North 08° 12'20" East 3.45 feet; 26) North 82°26' 11 " West 3.03 feet; 27) P:12PT0010501\SURVEYILEGALS122218_APN_ 1 18-270-035_036_038_039_0421Legals\22218-8-TCE.doc 12/10/2012 Page I of 3 EXHIBIT A, PAGE 24 PS OMAS South 07°33'49" West 2.61 feet; 28) North 81 °56'34" West 70.99 feet; 29) North 07°49'51" East 2.58 feet; 30) North 82°10'09" West 2.99 feet; 31) South 08°27'10" West 3.42 feet; 32) South 81°32'50" East 0.58 feet; 33) South 08°03'26" West 8.34 feet; 34) North 81 °56'36" West 41.50 feet; 35) North 08° 12'22" East 4.00 feet; 36) North 81 °47'38" West 70.95 feet; and 37) South 08°04'39" West 264.95 feet to a corner of a commercial building; thence South 08'04'39" West 10.30 feet to a point on the southerly line of said Parcel 6; thence North 82°03'18" West 67.11 feet along said southerly line to the southwesterly corner of said Parcel 6; thence North 08°03'59" East 168.45 feet along the westerly line of said Parcel 6 to a point thereon, said point being the beginning of a non -tangent curve concave southeasterly having a radius of 146.00 feet, to which point a radial line bears North 75°20'16" West; thence northeasterly along said curve 45.53 feet through a central angle of 17°52'05" to the beginning of a reverse curve concave westerly having a radius of 168.00 feet; thence northerly along said curve 68.33 feet through a central angle of 23°18'10"; thence North 09°13'38" East 145.98 feet; thence North 50°04'12" East 38.02 feet to the begimvng of a non -tangent curve concave northerly having a radius of 903.00 feet, to which point a radial line bears South 09°28'39" West; thence easterly along said curve 405.45 feet through a central angle of 25°43'33"; thence North 73°45'06" East 161.02 feet; thence North 72°26'28" East 218.38 feet to the True Point of Beginning. Containing 157,013 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476 See Exhibit ` 12' attached hereto and made a part hereof. PAI2PTG010501 \SURVEY\LEGALS\22218_APN_ 118-270-035_036_038_039_042\Legais\22218-8-TCE.doc 12/10/2012 Page 2 of 3 EXHIBIT A, PAGE 25 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS Prepared under the direction of Brian E. Bullock, PLS 5260 Date IZ-to -12 PA2PTU010501 SURVEY\LPGALS\22218_APN_118-270-035_036_038_039_0421Legalsl22218-8-TCE.doc 12/10/2012 Page 3 of 3 EXHIBIT A, PAGE 26 EXHIBIT H2 PARCEL# TITLE AREA APN 22218-8 TCE 157,013 SO. FT. 118-270-034, 035, 036, 038, 039, & 041 ' 1 PARCEL P,M.,2, PARCEL EL 2 51 / 62-63 in 118-270-023 118-270-024 TPOB 0>cb C6 ` p08 307.25' �\ �' o C5 S81 77.36' ° 57'20"E 365.63' 288.27' ' �, / 1 co - PARCEL ) .. .Z\a L 1 L2 1 18-270-042 PARCEL 2 E1 ,2 1 'Z6 ko N 118-270-034 ,a, o �yi o w w ,.. „ 1 1 0 N81 °541'03"W m ( <, -in ° Ag1p6 _ 1 QZ 180 16 98' 1 97 18' -- y°'.. -. "DFttt:."., �� Q. M °p ..,b'YL,?r.10J:;.. ,S,..Fe.'S! ,Y.. .r'X.,..:_ � :. „� ate` '21 "W „ vwi rl 3 5,q5 �` € 508° 1 1 66.99' o —..; Q l�G� � �-'q � S53° 1 1 '59"W 1 4.20' �- ` _9Q3•�QQ �°g3133 118-270-035 "�g� ;; � -.. � 2 — `' � �� _ t �' ;�-SEE DETAIL "A" SHEET 3 `.• � o N .i J Q►'- LULL! � P,M, `� r'7.,11/1. DOC. #2000-033061 O.R. SO$ 00 1 1 W 68.90 NO, 21��0 �" SEE DETAIL "B" SHEET 3 :a 2 „ 1'i3/)l-e�.� t`,>_.� i � Q= LINE TABLE M� W S37° 16'03"E 1 4.34' BEARING DISTANCE o (- 'I3 Z 65.16' LS Pi1F�Cs✓L S08°07'1211W L4 L1 L2 L3 508°07'46"W 581 °52'14"E N08° 1 0'41 "E °49'19"W 53.36' 10.00' 1 1 .65' /- t U7 ` I L 7 PARCEL 44.35' \\SS 508° 06' 1 2"W L4 L5 L6 N81 N07°55'55"E N81 ° 59'09"W 39.95' 11.30' 50.55' ___) �,. »� ., .,_ . _ » :� L7 508° 1 4'03"W 10.92' N81° 36"W 0 �-� CURVE TABLE 140.13' D L3 118-270-036 DELTA RADIUS LENGTH � . L5 C5 27°43'49" 1 50.00' 72.60' I FEET 0 40 80 160 240 C6 27°41'53" 150.00' 72.51' NOTES LEGEND Coordinates and bearings ore on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing 2 2 2 8 - 8 TEMPORARY Title to State CONSTRUCTION )1!) Access Prohibited EASEMENT PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santo Ana, Colio 92707 (714)751- 373/(7°14)545-8883 (Fax) DATE: 12-10-2012 REV.: EA: OF540 FM: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5. 5 1 3 EXHIBIT A, PAGE 27 EXHIBIT H2 PARCEL# TITLE AREA AP 22218-8 TCE 157,013 SO. FT. 118-270-034, 035, 036, 038, 039, & 041 C6� L13 PARCEL l PARCEL i�il 1 1 B-270-023 CS PARCEL 20 l0 1 c� I Aw � / b2�o3 � . Li 2 _.. r- j L10 —L11- ._ , j 118-270-042 1--- w j j � '. j j PARCEL 1 P ., M, NO, 2 1 690 \fj .) 1V1,B, 1 43/ 9I -93 = N w N i j C4 PARCEL 2 118-270-034 S08°03'59"W (R) D ST. ! °D I —J N08°03'59"E (R) DOC. #2000-033061 O.R. •A5' j C3 % -A .. , off- �` I 6=25°43'33" M . 1 18-270-035 I o � � � S09°28'39"W (R) PAi2C�'L � N � PAr'�CrL .� I N50°04'12"E 118-270-039 I CO Er- j � v � � � �w 38.02' � _ � f 00 � N08°04'04"E � Q ! 44' -rla' 8.37' LINE TABLE BEARING I DISTANCE F'o I`n Q o �� Z O I_ Ln Z ,., m N08° 1 2'22"E z N81 °47'38"W 7095' 508 03'26 W• Q ° N81 56'34 W 70 99 L Q Lu C, L8 L9 L10 L11 N08°03'59"E N08 03'59 N66°09'06"E N86°05'56"E E 65.00' 82.16' 12.61' 64.11' IM o�d»``} 'o �` ---_ L12 581 °55'24"E 214.71' J I 00 '� L13 5810 57'20" E 77.36' o z cs { .p € co ro of .50' CURVE TABLE j o�- r�ir1 o ( N81 56'36 W DELTA RADIUS LENGTH I 1 N75°20'16"WI (R) _1 v°: t�l ov ca o C2 oN .cl' 0 N °3 57.29' N81 °52 36"W C1 C2 C3 23° 1 8'10" 1 7°52'05" 90°00'00" 1 68.00' 146.00' 14.50' 68.33' 45.53' 22.78' - — — — — I N 0-. ::: 1 18-270-041 C4 90° 00'00" 14.50' 22.78' C5 C6 27°43'49" 27°41'53" 150.00' 150.00' 72.60' 72.51' SEE SHEET 3 FOR DETAILS SEE SHEET 3 I FEET 0 40 80 160 240 NOTES LEGEND Coordinates and bearings ore on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to POB Indicotes Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing 2 ^ _ ^ 88 TEMPORARY obtain ground ( ) Title to State CONSTRUCTION distances. All distances are in feet Access Prohibited EASEMENT unless otherwise noted. _LLLL PREPARED BY: DATE:12-10-2012 REV.: EA: OF540 FM: PSOMAS 200 DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS Santoon Ana,enire Califorrmap92707 (714)751-73734714)545-6683 (Fax) 8 R I V 91 5. 5 2 3 EXHIBIT A, PAGE 28 EXHIBIT H2 PARCEL# TITLE AREA A P N 22218-8 TCE 157,013 S0. FT. 118-270-034, 035, 036, 038, 039, & 041 �V�► I 1 a N �o ,> ` = SEE SHEET 2 DOC. #2000-033061 PARCEL 4 O.R. LLI �� '' 718-270-036 coif 1s- M 1 18-270-041 Q C2 N .q., dig , v w i .� w . ' Q 0 1 18-270-040 �J o 0 O -, N co O U , 10 o `" ' _. 1_1 � o1 In J Li v 1,-.. N82°02'33"W 644.64' 0I co- z is): z 1 � `coin °O - 118-270-012 44' I I o rr) o —0 M° TRACT Flo. 21690 — co 00 M �, 1 54/ 9 2- 3 i I' p.11' ., DETAIL 1 37.00' N82°03'18"W "A" t � ° 1 N81 ° 59'09"W NOT TO SCALE o 0)y� rt,,h ' yv S08°05'38"W '� ": :, 3.53' r :... �h I N81 6S, Sq - 581 °463i 51 "E i 22-W N81 53'06 W 2.62' � �5A o O ,6 1)'' S 8° I o l 68 0 , ! '90-74 S81016 • t 2,66''3 E .S`J, - R .° 50.55 -- r I S08°00'51 vV 3 1 1 .33' o- N83°32'54"W - " 1` 0.61 ' v01 2.„ So8°00'1 1 "w 1 5�4) �r9� p DETAIL B 9-.?-, co- o 2 I, „ „ DETAIL C 68.90' . F NOT TO SCALE ,,, 1 NOT TO SCALE S07°33'49"W `1' N07°49'51"E 2.61' L15�Th, o � � � L16 f? 2.58' N81°56'34"W 1 vN i—'1 k ° v N81 56'34"W LINE TABLE .— 70.99 I roc) N . � 1 70.99'--- BEARING DIST co O w z I - DETAIL "D" ;1-0 o u-) N. „ „ L14 L15 L16 L17 581 47'40"E N82°26'11"W N82°10'09"W 581°32'50"E 0.70' 3.03' 2.99' 0.58' NOT TO SCALE %�o ;Y,M DETAIL E too° SEE SHEET 2 I o�.,.. o o co,, •`t NOT TO SCALE owl! FOR CURVE TABLE f I z FEET 0 40 80 160 240 NOTES LEGEND Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing 22 2 1 8 - 8 TEMPORARY to obtain ground ( ) Title to State CONSTRUCTION distances. All distances are in feet lilt Access Prohibited EASEMENT unless otherwise noted. PREPARED BY: DATE:12-10-2012 REV.: EA: OF540 FAtt: PSOMAS 3 NUt+on Centre Drive, Ste. 200 DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 2707 (7 07 1na73734714)54598883 (r'axi 8 R I V 91 5.5 3 3 EXHIBIT A, PAGE 29 PROOF OF MAILING NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on April 26, 2014, I mailed a copy of the attached notice by first-class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as to Assessor Parcel Nos. 118-270-034, 118-270-035, 118-270-036, 118-270-038, 118-270-039, 118-270-040, 118-270- 041 and 118-270-042 (CPNs 22218-1, 22218-2, 22218-3, 22218-4, 22218-5, 22218-6, 22218-7 and 22218-8): Corona Towne Center, LLC 4416 West 154t Street Lawndale, CA 90260 Record Owner Corona Towne Center, LLC 251-401 North Lincoln Avenue Corona, CA 92882 Record Owner Corona Towne Center, LLC 10410 South Vintage Avenue, Suite A Ontario, CA 91761 Record Owner Richard G. Greenberg, Esq. Greenberg, Whitcombe & Takeuchi, LLP 21515 Hawthorne Boulevard, Suite 450 Torrance, CA 90503-6531 Courtesy Copy Michael H. Leifer, Esq. Palmieri, Tyler, Wiener, Wilhelm & Waldron LLP 2603 Main Street, Suite 1300 Irvine, CA 92614 Courtesy Copy Dated: April 26, 2014. ,,,,,,,t e 4-,e,,,,,,...___ L?)447. Margaret L. Barnes 17336.02100\8755168.1 R (3'N 1)0. 14 - 026 NOTICE OF HEARING TO CONSIDER ADOPTION OF A RESOLUTION OF NECESSITY Pursuant to Section 1245.235 of the California Code of Civil Procedure, you are hereby notified that at a regular meeting to be held on Wednesday, September 10, 2014, at 9:30 a.m., at the Riverside County Administration Building, Board of Supervisors Chambers, located at 4080 Lemon Street, Riverside, California, the Commission of the Riverside County Transportation Commission intends to consider adopting a Resolution of Necessity, authorizing the commencement of eminent domain proceedings for the acquisition of real property interests in property that, according to the last equalized county assessment roll, is owned by you. The public use for which this resolution of necessity will be considered is for the SR-91 Corridor Improvement Project in Riverside County, California. The definition of the property rights to be acquired, together with the legal descriptions and corresponding depictions, are attached to this notice. A hearing will be held at the time and place mentioned above. You have the right to appear and be heard on the following matters: 1. Whether the public interest and necessity require the project for which the property is sought to be acquired. 2. Whether the project is planned or located in the manner that will be most compatible with the greatest public good and least private injury. 3. Whether the property sought to be acquired by eminent domain and described in the Resolution of Necessity is necessary for the proposed project. 4. Whether the offer required by Section 7267.2 of the California Government Code has been made. 17 3 3 6.02100\910407 3.1 Pursuant to California Code of Civil Procedure section 1245.235(b)(3), your failure to file a written request with RCTC to appear and be heard within 15 days from the date that this Notice is mailed may result in the waiver of your right to appear and be heard on the above - stated matters and issues that are the subject of the hearing. ALL COMMUNICATIONS SHOULD BE ADDRESSED TO: Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, California 92501 DATE OF HEARING: PLACE OF HEARING: DATED: July 25, 2014. Wednesday, September 10, 2014 9:30 a.m. Riverside County Administration Building Board of Supervisors Chambers 4080 Lemon Street Riverside, California 92501 BEST BEST & KRIEGER LLP By: Mark A. Easter Kevin J. Abbott Attorneys for Riverside County Transportation Commission JUL 28 2014 J� RIVERSIDE COUNTY TRANSPORTATION COMMISSION 17336.02 l 00\9 l 04073.1 Legal Definitions of Property to be Acquired The following is a list of definitions of legal rights to be acquired by Riverside County Transportation Commission. (The rights being acquired may be exercised mutually exclusive of each other.) G°Fee," also known as fee simple or fee simple absolute, grants to RCTC absolute ownership of the portion of the property acquired. "Temporary Construction Easement (TCE)" refers to the right of RCTC, its successors and assigns, to engage in construction and related activities for the project. Such right shall be exercised for a period of six (6) consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. 173 36.02100\9125481.1 EXHIBIT A, PAGE 1 Ps OMAS EXHIBIT `Al' LEGAL DESCRIPTION Caltrans Parcel No. 22165-1 Fee Acquisition APN 102-270-01.1 In the City of Corona, County of Riverside, State of California, being a portion of Parcel 1 as shown on Parcel Map No. 19394 filed in Book 117, Pages 100 and 101 of Parcel Maps, Riverside County Records, being two (2) parcels described as follows: Parcel No. 1 Beginning at the most westerly corner of Parcel 1 of said parcel map; thence North 09°26'15" East 3.50 feet along the westerly line thereof to a point thereon; thence South 80°33'41" East 40.10 feet; thence South 09°26'19" West 3.50 feet to a point on the southerly line of said Parcel 1; thence North 80°33'41" West 40.10 feet along said southerly line to the Point of Beginning. Containing 140 square feet. Parcel No. 2 Beginning at the most westerly corner of Parcel 1 of said parcel map; thence South 80°33'41." East 60.10 feet along the southerly line of said Parcel 1 to a point thereon, said point being the True Point of Beginning; thence North 09°26'19" East 3.50 feet; thence South 80°33'41" East 83.55 feet; thence North 54°33' 18" East 8.07 feet to a point on the general easterly line of said Parcel l., said point also being the beginning of a non -tangent curve concave northwesterly having a radius of 13.00 feet, to which point a radial line bears South 63°31'36" East; thence southwesterly along said general easterly line and said curve 16.56 feet through a central angle of 72°57'55" to a point on the southerly line M.'\2PTG010501\SURVETLGGALs\22165_APN_102-270-011\Legals\22165-1-Fee.doex Page 1 of 1/13/2014 EXHIBIT A, PAGE 2 PSOMAS 1 of said Parcel l; thence North 80°33'41" West 76.84 feet along said southerly line to the 2 ( Point of Beginning. 3 4 Containing 298 square feet 5 6 This conveyance was made for the purpose of freeway and the Grantor hereby releases 7 and relinquishes to the Grantee any and all abutter's rights or access, appurtenant to 8 Grantor's remaining property, in and to said freeway. 9 10 The distances described herein are grid distances and are based on California Coordinate 11 System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing 12 grid distances by the mean combination factor of the courses being described. The mean 13 combination factor for this conversion is 0.99997476. 14 15 See Exhibit `A2' attached hereto and made a part hereof. 1.6 17 18 19 20 Prepared under the direction of 21 22 23 24 j t.,,_ /--13' 14 25 Brian E. Bullock, PLS 5260 Date 26 27 28 29 30 31 N4A2PTG010501 SURVEY\LEGALS\22165 APN._._102-270-011\Legals\22165-1-Fee.docx Page 2 of 2 1/13/2014 EXHIBIT A, PAGE 3 EXHIBIT A2 PARCEL# TITLE GRANTOR AREA APN 22165-1 PCL 1 FEE PLATINUM OIL COMPANY 140 SQ.FT. 102-270-011 22165-1 PCL 2 FEE PLATINUM OIL COMPANY 298 SQ.FT. 102-270-011 3 RO�TE 91 ___--- - `-� f_ _--t -1---"1'f 225 4 FREEWAY RIVERSIDE _- ---- /�/'� '. 6 --- / S80°41'20"E 1 1�� sk(��J\� 1 r .0 �\O\w �0° _ 1 02- 27 0- 004 --__.---' O __--- --------"`- _-- o . ti 1- , ' ri ' .- R=13.00 0=90°12'21" L=20.47' 1 0 2- 2 7 0- O 0 5 0.96'� N7g° 40'23,�� A46•97 PARCEL 1 in. P.M. 117 --,6- N /1 00-1 01 � N PARCEL NO. 1 o 102-270-002 -- _ w• SIXTH 102-270-003 __ ``'-------- `-- STREE7 F vr- ° � 22165-D � rn Z _ \8 °33 --- 2 PARCEL NO 2 )i 2 216 5 -1 ' 'tom.._--, 41,, 94 ' w- -- tPOB''---- PARCEL _____ N0. _P& PARCEL NO. 2 SEE SHEET PARCEL NO. 2 'j"--- r o � W .. (1)(Q• QjCt Q.1Cp FOR DETAIL --- _____ LEGEND POB Indicates Point TPOB Indicates True (R) Indicates Radial Of Beginning Point Of Beginning Bearing ( ) Title to State I I I 1 ( Access Prohibited NOTES FEET 2 2 1 6 5- 1 FEE ACQUISITION I Coordinates and bearings ore on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. 0 40 80 160 240 PREPARED BY: PSOMAS 3 4utton Centre Drive, Ste. 200 Sunta (7141751Ana, 7373/(7145545-8B83 (Fax) DATE:08-17-12 REV.1: 01-08-14 EA:OF540 FAak: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 4. 3 1 2 EXHIBI f A, PAGE 4 EXHIBIT A2 PARCEL# TITLE GRANTOR AREA APN 22165-1 PCL 1 FEE PLATINUM OIL COMPANY 140 SOFT. 102-270-011 22165-1 PCL 2 FEE PI._.ATINUM OIL COMPANY 298 SOFT. 102-270-011 r I ' ' r r o r r 7 ro t r -. O cv r r f�] 1 r` p r r O N r r ti I —1 � o a- PARCEL 1 r r � Lo 1 rrP.M. 1 1 7/100-101 r r r< O ti 1 -.._"_ r t O CI. W r r p , a- in I t y' r` 1 O .- t r Co N pCD I I N ' r I 1 r O o r r M O ti cs)SO ° o r ! o N z 9 26 19"W PARCEL No. 1 N09 26 19 E r I o cv 3.50 r r 3.5p;"-_ 0 221 65-1 PARCEL NO. 2 r r __ 3.5 0 S80 4 03 41 El 0 i I 400 " __ r r N54°33:"`-- 18„E f - S63°31'36"E(R) 8. 10. 07, ro S80 33,41E60p5g0°3'3g1 „E83.55, ) R1 3.00' . =55" 76� ° 84 N80 33 L=1 6.56' POB 4?"W 136,94 PARCEL NO. 1 & R=13.00' __�`_ PARCEL NO. 2 TPOB o=90°12/21" —""--, ` PARCEL N0. 2 L=20.47' --_ --- 14/' SIXTH ____ _"1 S T REE T • --- - - _ _ 4--...._—M1--" _ O lO LEGEND Q ct- POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing Q (..) (___._.___) Title to State J I I I ( Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing ore grid distances. Divide by 0.99997476 to obtain 2 2 1 6 5- 1 FEE ACQUISITION ground distances. All distances are in feet unless otherwise noted. FEET 0 15 30 60 90 PREPARED BY: P S 0 A S 3 Hottor. Centre Drive, Ste. 200 Senta Ana, Colifornia 92707 (710751-7373/(7'0545-8893 (Fox) DATE:08-17-12 REV.1: 01-08-14 EA:OF540 FM*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 RI V 91 4.3 2 2 PS OMAS EXHIBIT `131' LEGAL DESCRIPTION Caltrans Parcel No. 22165-2 Temporary Construction Easement APN 102-270-011 In the City of Corona, County of Riverside, State of California, being a portion of Parcel 1 as shown on Parcel Map No. 19394 filed in Book 117, Pages 100 and 101 of Parcel Maps, Riverside County Records, described as follows: Beginning at the most westerly corner of said Parcel 1; thence North 09°26'15" East 3.50 feet along the westerly line to the True Point of Beginning; thence continuing North 09°26'15" East 5.69 feet along said westerly line; thence South 80°33'41" East 149.37 feet to the easterly line of said Parcel 1; thence South 54°33'18" West 8.07 feet; thence North 80°33'41" West 83.55 feet; thence South 09°26' 19" West 3.50 feet to the southerly line of said Parcel 1; thence North 80°33'41" West 20.00 feet along said southerly line; thence North 09°26' 19" East 3.50 feet; thence North 80°33'41" West 40.10 feet to the True Point of Beginning. Containing 904 square feet. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. See Exhibit 132' attached hereto and made a part hereof. MA2PTG010501\SURVEYILEGALS122165 APN_102-270-011U.egals\22165-2-TCE.docx Page 1 of 2 2/28/2014 EXHIBIT A, PAGE 6 I ( Prepared under the direction of 2 3 4 $ �% rr�y er i Z. 2.6• 2.014_ 6 Jeremy L. Evans, PLS 5282 Date 7 8 9 10° 11 12 13 14 15 16 17 18 19 20 21 22 �3 24 25 26 27 28 29 30` 31 M:12PTG01050I\SURVEYTEGALS122165_APN 102-270-011\Legals\22165-2-TGE.doex Page 2 of 2 212812b14 EXHIBIT A, PAGE 7 EXHIBIT B2 PARCEL# TITLE GRANTOR AREA APN 22165-2 TCE PLATINUM OIL COMPANY 904 SOFT. 102-270-011 FREEWAY a R— - 9� RISER SIpE22� -r TE 6 4 3 102-270-005 (2 O Pt f-kv> \ S80°41'20"E ) 1 02-270-002 ?l's-0 3 >> 1 0.96' ,0' �}�,e '� \C-)1 N79° 40123"E � Q '110U 146.97 PARCEL 1 102-270-003 � , P.M. NO. 19394 0 P.M.B. 117 as iv /100-101 • . .. N O N rs `--1 M N r ° t co o 22165-2` 4z 0 PROPOSED A02-210- �--'`— —`1 ` � - �;' R/W TPOB -''� J N80°3 spay iC% `` 'y � I3 41 s 9 �W�:-i S / Re T -��` R=1 3.00 SEE SHEET 2-90°12'21' _ EXISTING R/W - =20.47' FOR DETAIL "A„ r LEGEND (3W Qf Cu POB Indicates Point Of Beginning TPOB Indicates, True Point Of Beginning 01r Q (R) Indicates Radial Bearing ( )Title to State If! III I I Access' Prohibited NOTES •2 2 1 6 5- 2 Coordinates and bearings are on CCS .1963(2007.00) Zone 6. Distances and stationing are grid distances. Divide TEMPORARY CONSTRUCTION EASEMENT by 0.99997476 to obtain ground I distances. All distances are in feet unless otherwise noted. FEET 0 40 80 160 240 PREPARED BY: DATE:08-17-12 REV.2: 02-28-14 EA:OF540 FA#: PSOMAS 3 Hutton Centre Drive Ste 200Santa DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS , California 92707 O (714)751'-7373/(714)545-8883 (Fox) R I V 91 4.3 1 2 EXHIBIT A PAGE 8 EXHIBIT B2 PARCEL# TITLE GRANTOR AREA APN 22165-2 TCE PLATINUM OIL COMPANY 904 SO.FT•. 102-270-011 r LINE TABLE rr~- `_+i -._ tr o L 1- 509° ' 261 9"W 3.50' r 1' _. 7 o N L2-N80° 33'41 "W 20.00 +' r �' o (1)L3-N09°26'19HE 3.50' r ' 1'9 0 N (~ L4-N09°26'1 5"E 5.69' ' +! o (NI or. (i L5-554°33'18"W 8.07' / +' •'� Ltj � +r ,+ oo w PARCEL 1 r' rr o a, , Ln P.M. NO. 19394 r , 0 1 W �+- Zo P.M.B. 1 1 7 rr r . N � o o /1 00-101 r` ++ ;O N 0 � r rh 0 o r z Q_ 1 Ro 13.0p' r ' 4'26" + r 0 o L4 S80°33'q' „E 221 65-2 v� j+L-3,-, ri r _ 1 f -T P OB- + ~149.37,J .,i, 3.50' ` N80L3 L l POB 40,7p'1 w L2 N80°33'47"W tea' N80°33'4I 83.5L5 563° 31 '36"E R "w ^�"~-�•-� W' SIXrk, 3 TREE T 136•94' P p S R/w - DETAIL "A" R=1 3.00' ° �� A=901 2 21 zusT N R/ `� o la LEGEND Q r POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing Cl. C0 ( ) Title to State 1 1 1 I I Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain 2 2 1 6 5- 2 TEMPORARY CONSTRUCTION EASEMENT ground distances. All distances are in feet unless otherwise noted. I FEET 0 15 30 60 90 PREPARED BY: PSOMAS 3 Hui -ton Centre Drive, Ste. 200 Santa Ana, California 9210/ 1714)751-7373/(714)545-8883 (Fox) DATE:08-17-12 REV.2: 02-28-14 EA:OF540 FAtt: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 4.3 2 2 EXHIBIT A PAGE 9 PROOF OF MAILING NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on July 25, 2014, I mailed a copy of the attached notice by first- class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as Assessor Parcel Nos. 102-270-011 (CPNs 22165-1 and 22165-2): Platinum Oil Corporation 1825 West 6h Street Corona, CA 92882 Platinum Oil Corporation c/o Corporation Service Company 801 Adlai Stevenson Drive Springfield, IL 62703 Dated: July 25, 2014. Record Owner Record Owner Margaret L. Barnes 17 3 3 6.02100\910407 3.1 Indian Wells (760)568-2611 Irvine (949) 263-2600 Los Angeles (213) 617-8100 Ontario (909)989-8584 BEST BEST & KRIEGER ATTORNEYS AT LAW 3390 University Avenue, 5th Floor, P.O. Box 1028, Riverside, CA 92502 Phone: (951) 686-1450 I Fax: (951) 686-3083 I www.bbklaw.com Margaret L. Barnes (951)826-8357 margaret.barnes@bbklaw.com File No. 17336.02100 August 7, 2014 Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, California 92501 Sacramento (916)325-4000 San Diego (619) 525-1300 Walnut Creek (925) 977-3300 Washington, DC (202) 785-0600 pC© .:E.11M V IA D DELIVERY AUG 117 i, RIVERSIDE COUNTY TRANSPORTATION COMMISSION Re: Notice of Hearing to Consider Adoption of a Resolution of Necessity, as to National Community Renaissance of California, APNs 118-171-040 (CPNs 22188-1 and 22188-2); 118-171-026 and 118-171-039 (CPNs 22189-1, 22189-2 and 22189-3); 118-171-025 (CPNs 22190-1, 22190-2 and 22190-3) RCTC/SR91 CIP Project RON1 Nos. 1 `-1 021 Dear Jennifer: 1 4 _ O 30 We discovered that the address to which the hearing notices were mailed on July 25, 2014 was incorrect, and the envelope containing the notices was returned by the post office. National Community Renaissance provided us with its new address. We appended new proofs of second mailing to the hearing notices that were initially sent to National Community Renaissance and re -mailed them today. Attached are the original proofs of second mailing. Please attach these to the original hearing notices that were sent to you previously. Also attached are full copies of the modified notices. Please do not hesitate to contact me, should have any questions. Very truly yours, MargL. Barnes Senior Litigation Paralegal for BEST BEST & KRIEGER LLP Attachments 17336.02100\9150799.1 PROOF OF SECOND MAILING OF NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on August 7, 2014, I mailed a copy of the attached notice by first-class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as Assessor Parcel No. 118- 171-040 (CPNs 22188-1 and 22188-2): National Community Renaissance of California 9421 Haven Avenue, #100 Rancho Cucamonga, CA 91730 Dated: August 7, 2014. Record Owner Margaret L. Barnes 17336.02100\9104073.1 PROOF OF SECOND MAILING OF NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on August 7, 2014, I mailed a copy of the attached notice by first-class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as Assessor Parcel Nos. 118-171-026 and 118-171-039 (CPNs 22189-1, 22189-2 and 22189-3): National Community Renaissance of California 9421 Haven Avenue, # 100 Rancho Cucamonga, CA 91730 Dated: August 7, 2014. Record Owner Margaret L. Barnes 17336.02100\9104073.1 PROOF OF SECOND MAILING OF NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on August 7, 2014, I mailed a copy of the attached notice by first-class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as Assessor Parcel No. 118- 171-025 (CPNs 22190-1, 22190-2 and 22190-3): National Community Renaissance of California 9421 Haven Avenue, #100 Rancho Cucamonga, CA 91730 Dated: August 7, 2014. Record Owner 17336.02100\9104073.1 NOTICE OF HEARING TO CONSIDER ADOPTION OF A RESOLUTION OF NECESSITY Pursuant to Section 1245.235 of the California Code of Civil Procedure, you are hereby notified that at a regular meeting to be held on Wednesday, September 10, 2014, at 9:30 a.m., at the Riverside County Administration Building, Board of Supervisors Chambers, located at 4080 Lemon Street, Riverside, California, the Commission of the Riverside County Transportation Commission intends to consider adopting a Resolution of Necessity, authorizing the commencement of eminent domain proceedings for the acquisition of real property interests in property that, according to the last equalized county assessment roll, is owned by you. The public use for which this resolution of necessity will be considered is for the SR-91 Corridor Improvement Project in Riverside County, California. The definition of the property rights to be acquired, together with the legal descriptions and corresponding depictions, are attached to this notice. A hearing will be held at the time and place mentioned above. You have the right to appear and be heard on the following matters: 1. Whether the public interest and necessity require the project for which the property is sought to be acquired. 2. Whether the project is planned or located in the manner that will be most compatible with the greatest public good and least private injury. 3. Whether the property sought to be acquired by eminent domain and described in the Resolution of Necessity is necessary for the proposed project. 4. Whether the offer required by Section 7267.2 of the California Government Code has been made. 17336.02100\9104073.1 Pursuant to California Code of Civil Procedure section 1245.235(b)(3), your failure to file a written request with RCTC to appear and be heard within 15 days from the date that this Notice is mailed may result in the waiver of your right to appear and be heard on the above - stated matters and issues that are the subject of the hearing. ALL COMMUNICATIONS SHOULD BE ADDRESSED TO: Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, California 92501 DATE OF HEARING: PLACE OF HEARING: DATED: July 25, 2014. Wednesday, September 10, 2014 9:30 a.m. Riverside County Administration Building Board of Supervisors Chambers 4080 Lemon Street Riverside, California 92501 BEST BEST & KRIEGER LLP B Mark A. Easter Kevin J. Abbott Attorneys for Riverside County Transportation Commission 17336.02100\9104073.1 Legal Definitions of Property to be Acquired The following is a list of definitions of legal rights to be acquired by Riverside County Transportation Commission: "Permanent Wall Footing Easement" grants to RCTC, including its successors and assigns, a permanent easement to construct, maintain, operate repair, alter, replace, and remove footings, under, along and across the easement area. "Temporary Construction Easement (TCE)" refers to the right of RCTC, its successors and assigns, to engage in construction and related activities for the project. Such right shall be exercised for a period of 12 consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. 17336.02100\8415488.1 EXHIBIT A, PAGE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS EXHIBIT `Al' LEGAL DESCRIPTION Caltrans Parcel No, 22188-1 Permanent Wall Footing Easement APN 118-171-040 In the City of Corona, County of Riverside, State of California, being a portion of Sofia Lane ("C" Street, Lots "D" and "L") as shown on the map of Tract No. 2687, filed in Book 48, Pages 65 and 66 of Maps, in the office of the County Recorder of said county, said portion of Sofia Lane having been vacated by Resolution No. 97-43 of The City of Corona recorded June 24, 1997 as Document No. 222392 of Official Records of said County, described as follows: Beginning at the northwesterly corner of said Tract No. 2687; thence South 81 °54'57" East 172.94 feet along the northerly line of said Tract No. 2687 to the intersection of said northerly line with the northerly prolongation of the centerline of Magdalena Circle (Grant Avenue, Lot "C") as shown on said Tract No. 2687; thence South 08°17'36" West 4.42 feet along said prolongation; thence North 81°25'05" West 172.92 feet to the westerly line of said Tract No. 2687; thence North 07°58'00" East 2.91 feet along said westerly line to the Point of Beginning. Containing 634 square feet. See Exhibit `A2' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. M:\2PT0010501\SURVEY1LEGALS\22188-22190 APN_118-171-025,026,039,&040\Legal s\22188-1-PE.doc 3/12/2014 Page 1 of 2 EXHIBIT A, PAGE 2 1 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 70 21 2Z 23 24 25 26 2.7 28 29 30 31 PSOMAS Prepared under the direction of .t7Cirrul • ) • WI el— Jeretny L. Evans.*.PLS 5282. Date MA2PTG 010501 \ SURVEY \LEGALS‘22188-22190. -025,025,03940401Legals\22:188-1-PE.dac \22188-1-PE. 3/3/2014 Paget pf. 2 EXHIBIT A, PAGE 3 EXHIBIT A2 PARCEL# TITLE AREA APN 22188-1 ESM7 634 SOFT. 118-171-040 ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 ROUTE 91 RIVERSIDE FREEWAY FOR DETAIL 1 1 / / C/L STATIONING 1 1 1 1 7 8 9 1 1 280 1 2 3 4 (22188-1 EXISTING R/W PROPOSED R/W POB S81 °54'57"E 360.80' S79°02'59"E 31 1.39' _ --- - _ -s - - _� -r i-1-t -1- 1-1 -t t-1-i I - 1-1 s--- -"C" ( STREET) ---. - SOFIA LANE 1 -y~ 1 \ - — _ s 1 _0f N. �1 �118-171-040 I N, - - �Ff--- -- t71 ro -� �/ _____�4---- °,° T - 1- 118-171-039 o 1 118-171-026 1-' 1 1 1 18-1 71-025 o o Q -f- - Q 1 ~ -a Q Z cv as �1 8 •1' ' 1 18- 1 71-041 1- w W -4 118-1 71-038 1- 1 18- 1 71-027 � --. Q o 1 18-1 71 -024 re)L.�I to M V j U 1--1 m I—�CO Q <C J tq v- O - I.n I 1 Lu 1 18. 1 71-042 1 18- ] 71 -037 -- (-% 1 18-1 71 -028 ~1 �tl 1-. 1 ] 8-1 71 -023 L p z 0 J I-. 60 -.I o ,� _1 _1 Lor I O _1 Q v, o i¢ QJ bP Q Q o z I• w �' m 1 �� 1 18-1 71-036 t0 4S/'off✓ ^ ` 1 co �- N N �Iti n N 1 1 18- 1 71-043 � 1-- 1 18-1 71-022 o I v� 1 18-171-029 _ � � i Fdk 1' 6 1') N81 ° 56'001 W ---� . v N a [T - 1 ] 8- ] 71-035 - Cl - 0' i ] 18-1 71 -044 Q t.s► 1 18-1 71-030 ; 1-• 20.00 DOC. NO. 1-- 201 0- Q 0043661 E) O.R. -1 118-171-021 —1 A Q I N 1�18-i7]-045 1' rri- 0 1118-171-034 - 11-. 1 18-1 71-020 O O o , N2 1 I- 1 18- 1 71-031 1__. is 1 LEGEND o -_1 J i o POB Indicates Point Of Beginning i LOT 14 i 1-m co Q 1 18- 1 71-019 O - TPOB Indicates True Point Of Beginning 1 118 171-032 i __I N (R) Indicates Radial Bearing ( ) Title to State J.J_ J_ Access Prohibited NOTES Coordinates and bearings ore on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 8 8- 1 PERMANENT WALL FOOTING EASEMENT ( mimmEmm distances. All distances are in feet unless otherwise noted. FEET 0 50 100 200 300 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste, 200 (7a14)481 8053/47141545-8ee3 (Fax) DATE: 01-21-13 REV.:2; 02-25-14 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5.3 1 2 EXHIBIT A, PAGE 4 EXHIBIT A2 PARCEL# TITLE AREA APN 22188-1 ESMT 634 SO.FT. 118-171-040 DETAIL "A" ROUTE 91 RIVERSIDE FREEWAY EXISTING R/W (22188-1� POB ° S81 54'57"E 360.80' V/ --- 1 72.94' - - M N f"-- N , . - ("C" STREET) SOFIA LANE -zo OD o (n 0 1 co\\;\ f-_.... .... _ i i _ `- -\ \ . \ \ a- 1 CO .... ~ o ; 1 18-1 71-040 1 .-/ - --wo � 2 0' w C° r O � z-O0Q3f° L0 4 Z! 1 O .R . Z O 51 -, z -q ---1 U ct -- (-) w 5-- J ---I-' OC. Na' Ss;��/t AS/ M'CI' 'q r _ U � - TO -cc 118-171 -041 23 3 0 ' i " rn gat 1 1 LEGEND co POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( )Title to State i i ( i Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing ore grid distances. Divide by 0.99997476 to obtain ground 2 2 1 8 8- 1 PERMANENT WALL FOOTING EASEMENT distances. All distances are in feet unless otherwise noted. FEET 0 15 30 60 90 PREPARED BY: PSOMAS Hutton San4aAna, California92707 200 (714)481-8053/(714)545-8883 (Fax) DATE: 01-21-13 REV.:2; 02-25-14 EA:OF540. FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5.3 2 2 EXHIBIT A, PAGE 5 PS OMAS EXHIBIT `BP LEGAL DESCRIPTION Caltrans Parcel No. 22188-2 Temporary Construction Easement APN 118-171-040 In the City of Corona, County of Riverside, State of California, being a portion of Tract 2687, as said tract is shown on that map, filed in Book 48 of Maps, Pages 65 and 66, in the office of the County Recorder of said county, described as follows: Beginning at the northwesterly corner of said tract; thence South 07°58'00" West 1.60 feet along the westerly line of said tract to a point thereon, said point being the True Point of Beginning; thence South 81°25'05" East 172.93 feet to a point on the northerly prolongation of the centerline of Grant Avenue, also known as Magdalena Circle, as shown on said map; thence South 08° 17'36" West 56.50 feet along said centerline and its northerly prolongation to a point on said centerline; thence North 81°25'05" West 27.78 feet; thence North 33°28'29" West 26.94 feet; thence North 81°25'05" West 127.00 feet to a point on said westerly line; thence North 07°58'00" East 36.50 feet along said westerly line to the True Point of Beginning. Containing 7,043 square feet. See Exhibit 132' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Lone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. PA2PTG010501 \SURVEY\LEGALS\22188-22190_APN__118-171-025,026,039,&0,10\l,egals\22188-2-TCE.doe 1 i21/201"3 Page 1 of 2 EXHIBIT A, PAGE 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PSO►MAS Prepared under the direction of l 2/ 13 Brian E. Bullock, PLS 5260 Date PA2PTG010501\SURV EY\LE,GALS\22188-22190_APN_118-171-025,026,039,&040\Legals\22188-2= CCE.Joc [21/2013 Page 2 of 2 EXHIBIT A, PAGE 7 EXHIBIT B2 PARCEL# TITLE AREA APN 22188-2 TCE 7043 SOFT. 118-171-040 iiik lir ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 ROUTE 91 RIVERSIDE FREEWAY FOR DETAIL / C/L STATIONING 1 I 1 I I I I I 7 8 9 280 1 2 3 4 EXISTING R/W-PROPOSED R/W POB r _.3 S81°54'57"E , 360.80' S79°02'59"E 31 1 .39' -- T - - iw_ _ 1 -1 1 "C' STREET I (A.K.A. SOFIA I /'r LANE) --..-� _..� i 1 LOT 7 i ' 118-171-040 N =-� N m _� m -� — _ _ '_ 1 18- 1 71-039 p 1 18-1 71-026 1- 1 -. 1 18-1 71-025 o I - _i -t 1 — v 'r::: _i "^I o I I W k I m s; I ;r v f 118-171-041 1- Zjrcjl 118-171-038 118-171-027 Z q 0 118-171-024I rLu czi �i o -I >-1Q i 1 MI m op N- � j --- q C)I rr a.. I 1 I q Ln to I 1, 1 >--,, _ o o O� o Lir1 118-171-042 j 1 1 18-1 71-037 J 118-171-028 I f 7 118-171-023 iV-i` -I+` O t 60 t•- I"- ,�1 0 1 0 --J LOT 10 } p _1 ice.; v i f q -1 -- q 17 J I I� .€ O Z ��� Q 1 co E40 0 I 118-171-036 CO ( Sa !4�/ - L 11- iOj' ao . n1 1 -'1N 0, 1 x 118-171-043 I .� - i 1-- 118-171-022 1N't O j; I r3-j q! 118-171-029 Q1 q " 1 o I in - - (B -I '� 1 r�0 > eithG i N81 ° 56'00"iW ; -- -- ¢, '`i 1 18-1 71-035 - nt 60` -1 i 1 18-1 71 -044 ,q 1 C�11 1 1 8-1 71 -030 I i 1-. 20. 00 lr DOC. NO. 0 1— 1 2010— 1.-. 0043661 Qi G.R.� 0 118-171-021 iR Z I 1 _1 � I i N � M � 1 18-1 71-045 �1 m1 � v �'� ()S I i 1 18- 1 71-034 - -' 1 I�o 1 1 8-1 71 -020 2 O y 1 1 1 8- 1 71 -031 }., 1 Czy I i LEGEND �;_, �1 _10 POB Indicates Point Of Beginning LOT 14 }- w a° 118-171-019 '( MOB Indicates True Point Of Beginning 118-171-032 ; _1 iO r (R) Indicates Radial Bearing ( ) Title to State I 1 I I Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground p 2 2 1 O- 2 TEMPORARY CONSTRUCTION EASEMENT distances. All distances are in feet unless Otherwise noted. �, FEET 0 50 100 200 300 PREPARED BY: PSOMAS 3 Hutton Centre Drive Stea California . 200 Sata (Tn4)481'- 8053/( 1114)S45-8883 (Fax) DATE: 01-21-13 REV.: EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5. 3 1 2 EXHIBIT A, PAGE 8 EXHIBIT B2 PARCEL# TITLE AREA APN 22188-2 TCE 7043 SOFT. 118-171-040 • ROUTE 91 RIVERSIDE FREEWAY EXISTING R/W POB ° 581 54'57"E 360.80' 581 °25'05"E 1 72.93' ; '0 TPOB O - - -T n t� a "C" STREET .,. ...:. - .. � __._ rN81 $ (A.K.A. SOFIA LANE) ._:_: � � M N33°28'29"Wi'� _.:: _ ". 26.94 lD O, :In r- u) CT o 7 °25'05"W 1 27.00' . \ ) o (n E: 03 - co I 1 18-1 71-040 . , w i� ( 20' i - 27.78' N81 °25'051 w ti 03 a o o z %` I W ti�0� '' 1 0 .R . w pg36�° Q 2p'\ °-p o� 6- (..) CC Q � x • z Q w w Np ° s V\0', 5�0b z 00C ° s 0c," Ll0 ° -x o 0 CO Q 1 18-1 71-041 >3 30' o 0)1 ) ti LEGEND eoi POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing j ( ) Title to State III ) Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 8- 2 TEMPORARY CONSTRUCTION EASEMENT distances. All distances are in -Feet unless otherwise noted. I plossimil FEET 0 15 30 60 90 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste.. 200Santo (714)481Ana, 8053/(7114)545-8893 (Fax) DATE: 01-21-13 REV.: EA: OF540 FA*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5.3 2 2 EXHIBIT A, PAGE 9 PROOF OF MAILING NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on July 25, 2014, I mailed a copy of the attached notice by first- class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as Assessor Parcel No. 118- 171-040 (CPNs 22188-1 and 22188-2): National Community Renaissance of California 9065 Haven Avenue, #100 Rancho Cucamonga, CA 91730 Dated: July 25, 2014. Record Owner r dy W/2,- Margaret L. B arnes 17 3 3 6.02100\910407 3.1 PROOF OF SECOND MAILING OF NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on August 7, 2014, I mailed a copy of the attached notice by first-class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as Assessor Parcel No. 118- 1.71-040 (CPNs 22188-1 and 22188-2): National Community Renaissance of California 9421 Haven Avenue, #100 Rancho Cucamonga, CA 91730 Dated: August 7, 2014.. Record Owner Margaret L. Barnes 17336.02100\9104073.1 NOTICE OF HEARING TO CONSIDER ADOPTION OF A RESOLUTION OF NECESSITY Pursuant to Section 1245.235 of the California Code of Civil Procedure, you are hereby notified that at a regular meeting to be held on Wednesday, September 10, 2014, at 9:30 a.m., at the Riverside County Administration Building, Board of Supervisors Chambers, located at 4080 Lemon Street, Riverside, California, the Commission of the Riverside County Transportation Commission intends to consider adopting a Resolution of Necessity, authorizing the commencement of eminent domain proceedings for the acquisition of real property interests in property that, according to the last equalized county assessment roll, is owned by you. The public use for which this resolution of necessity will be considered is for the SR-91 Corridor Improvement Project in Riverside County, California. The definition of the property rights to be acquired, together with the legal descriptions and corresponding depictions, are attached to this notice. A hearing will be held at the time and place mentioned above. You have the right to appear and be heard on the following matters: 1. Whether the public interest and necessity require the project for which the property is sought to be acquired. 2. Whether the project is planned or located in the manner that will be most compatible with the greatest public good and least private injury. 3. Whether the property sought to be acquired by eminent domain and described in the Resolution of Necessity is necessary for the proposed project. 4. Whether the offer required by Section 7267.2 of the California Government Code has been made. 17336.02100\9104073.1 Pursuant to California Code of Civil Procedure section 1245.235(b)(3), your failure to file a written request with RCTC to appear and be heard within 15 days from the date that this Notice is mailed may result in the waiver of your right to appear and be heard on the above - stated matters and issues that are the subject of the hearing. ALL COMMUNICATIONS SHOULD BE ADDRESSED TO: Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, California 92501 DATE OF HEARING: PLACE OF HEARING: DATED: July 25, 2014. Wednesday, September 10, 2014 9:30 a.m. Riverside County Administration Building Board of Supervisors Chambers 4080 Lemon Street Riverside, California 92501 BEST BEST & KRIEGER LLP By: Mark A. Easter Kevin J. Abbott Attorneys for Riverside County Transportation Commission 17 3 3 6.02100\910407 3.1 Legal Definitions of Property to be Acquired The following is a list of definitions of legal rights to be acquired by Riverside County Transportation Commission. (The rights being acquired may be exercised mutually exclusive of each other.) "Fee," also known as fee simple or fee simple absolute, grants to RCTC absolute ownership of the portion of the property acquired. "Permanent Wall Footing Easement" grants to RCTC, including its successors and assigns, a permanent easement to construct, maintain, operate repair, alter, replace and remove footings, under, along and across the easement area. "Temporary Construction Easement (TCE)" refers to the right of RCTC, its successors and assigns, to engage in construction and related activities for the project. Such right shall be exercised for a period of 12 consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. 17336.02100\8415483.1 EXHIBIT A, PAGE 1 PS OMAS EXHIBIT `Al' LEGAL DESCRIPTION Caltrans Parcel No. 22189-1 Fee Acquisition APN 118-171-026 & 039 In the City of Corona, County of Riverside, State of California, being a portion of Tract 2687, as said tract is shown on that map, filed in Book 48 of Maps, Pages 65 and 66, in the office of the County Recorder of said county, described as follows: Beginning at the northwesterly corner of said tract; thence South 81 °54'57" East 218.43 feet along the northerly line of said tract to a point thereon, said point being the True Point of Beginning; thence easterly, continuing along said northerly line the following two (2) courses: 1) South 81°54'57" East 142.37 feet and 2) South 79°02'59" East 141.47 feet to a point thereon, said point being the northerly terminus of the centerline of Garfield Avenue, also known as Isabella Way, as shown on said map; thence South 08°17'36" West 3.41 feet along said centerline to a point thereon; thence North 77°32'51" West 118.79 feet; thence North 81 °25'05" West 165.22 feet to the True Point of Beginning. Containing 325 square feet. See Exhibit `A2' attached hereto and made a part hereof. This conveyance is made for the purpose of a freeway and the Grantor hereby releases and relinquishes to the Grantee any and all abutter's rights or access, appurtenant to Grantor's remaining property, in and to said freeway. P:12PTG010501\SURVEYIL.EGA1 S122188-22190_APN_118-171-025,026,039,&0401Legals122189-1-Fee.doe 1/212013 Page 1 of 2 EXHIBIT A, PAGE 2 2 3 4 6 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31. PS oMAs The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of r-27 i-? Brian E. Bullock, PLS 5260 Date P:N2PTG010501 \ SURVEY \ LEG ALS\22188-22190_APN_ 118-171-025,026,039,&04011,egals\22189-1-Fee.doc 1i21/2013 Page 2 of 2 EXHIBIT A, PAGE 3 EXHIBIT A2 PARCEL# TITLE AREA APN 22189-1 FEE 325 SC.FT. 118-171-026 & 039 ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 ROUTE 91 RIVERSIDE FREEWAY FOR DETAIL / C/L STATIONING I t 1 I i t 1 1 7 8 9 280 1 2 3 4 EXISTING R/W PROPOSED R/W POB S81 ° 54'57"E 360.80' -._. _. ..,.,_ S79°02'59"E 31 1 .3g' -, 218.43' roe. TPOB -- _. _ _ - ' n-STREET -"-_�_ � - N. (A.K.A. SOFIA LANE) -~.. -' 1--- tt 118-171-040 y y_ _-i o1_+.�__. -_ _-co __ f Vim_-' -- - -+- -_ co `r -. ! 1 1 18-1 71-039 _I I I 1 18-1 71-026 � 1 18-1 71-025 o I I v n _1, �I .r�I o Q ;, I Q (j1 1 18-1 71-038 N 1- 1 18-1 71-027 o Z I Q I o 1 18-1 71 -024 M 00 I �1 Q�C1;1 1 iI 1 1 I _11 } � I� M 00 m F>-- L. `' 1 cr 1 >-. 1 1 Q ca i In `� O I Q 1 18-1 71-042 1 11 18-1 71 -037 11 1 18-1 71-028 1 p 1 18-1 71 - 023 p s=� r- 60 1 I 1— .--.1 Q, 0 1� LOT 10 Q J -.1 Q' ._ O 4� _.1 i 1 I4 -b) � 1 Q 0 oo o N 118-171-036 C01N 3, ����� � � � ^ N,118-171-043 I 1 1�11� -'1 �•� I N I 1 � 118-171-022 0 h•• 1 118-1 71-029 0l � Q i 3 1n _ 1 i 1 . >oe) N O� ' 1 i S 1- 1 i N 81 ° 56'00' W - -- � 1 isr 118-171-0441 ``11 118-171-035 - 60' �1 m £; ;: 1 Q 1 1(.1i 118-171-030 1 � 20.00' y> DOC . NO a i E— i 201 0— o i 0043661 1--1 O.R. 1 118-171-021 d' i Z I I 1;18-171-045 `1'1 o s � 118-171-034 --' -I 1 18-1 71-020 o \) I � 1 1 8- 1 71-031 � 1 C�1 Q , LEGEND Q' —1. Q! —Ii J 0 ^ POB Indicates Point Of Beginning 1 LOT 14 " p 0° 718-171-019 TPOB Indicates True Point Of Beginning 1 118-171-032 1 � N N ^ (R) Indicates Radial Bearing ( ) Title to State I I I I Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 1 8 9- 1 FEE ACQUISITION distances. All distances are in feet unless otherwise noted. I poomm1 FEET 0 50 100 200 300 PREPARED BY: 3 Hutton Centre Drive Ste 200 Sento (714)481Ana, 8053/(714)545-8863 (Fax) DATE: 01-21-13 REV.: EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8. R I V 91 5.3 1 2 EXHIBIT A, PAGE 4 EXHIBIT A2 PARCEL# TITLE AREA APN 221 89-1 FEE 325 SOFT, 1 1 8-1 71 -026 & 039 ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY / C/L STATIONING I { I I 9 280 1 2 LINE TABLE L 1 - S08° 1 7'36"W 3.41 ' EXISTING R/W POB TPOB PROPOSED R/W 581 °54'57"E -- 218 43' 360.80' 579°02'59"E 31 1 .39' 142.37' 141.47' (� N81 25 05 W 1 65.22 1 1 8. 79' ` : - �f _ -__Q V "C" STREET \ _ _. (A.K.A. SOFIA LANE) t I _. I LOT 21 N777 32'51 "W \\` NJ- --_ in ' ti I to -1 1 i I I I 18-1 71-1040 _ -r- I/ Y I I i 118-171-026 LOT 8 1 co 1 1 LOT 22 i I 118-171-039 I F i 1 1 b f9 5 r i °Q"' 1 W w1 1 18-1 0 ' °' LOT 9 '_ i� I OT 23 I Q Q J 71 -038 I i lCir 1 J I I I Li—, --r �, 118-171-d41 z r J �� Q0ctI �tytL}' » I - 1 118-171-027 Z Q - I I- i� ` � . _ � V 1 -S IG LOT 20 I I t D7 �� I 1. DOC . NO. 201 0- ; I Q �-i 0043661 O.R. i � W I --I W J W co In N a i I I I_ '� I 1 18-1 71 !042 I 118-171-037 --Ii 1 18-1 71-028 i 1 �L H- I I q v1 to �o i , l 1 Q— 01 co 1 1 I LOT 19 I I NI LoT ID Co Q• � 1 €H I I I I LEGEND i i i . i`' "Z PdB Indicates Point Of Beginning 1 18-1 71-0316 I 1 18-1 71-029 I i1- TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing LOT 18 1 LOT 11 lO 1_i C } Title to State I I I I Access Prohibited NOTES Coordinates and bearings ore on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 S 9- 1 FEE ACQUISITION distances. All distances in feet are unless otherwise noted. FEET 0 30 60 120 180 PREPARED BY: PSOMAS Hutton Centre SantoAna00 Californiania 92'707 (714)481-8053/(714)545-8883 (Fox) DATE: 01-21-13 REV.: EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5.3 2 2 EXHIBIT A, PAGE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS EXHIBIT `BP LEGAL DESCRIPTION Ca'trans Parcel No. 22189-2 Permanent Wall Footing Easement APN 118-171-026 & 039 In the City of Corona, County of Riverside, State of California, being a portion of Sofia Lane ("C" Street, Lot "D") as shown on the map of Tract No. 2687, filed in Book 48, Pages 65 and 66 of Maps, in the office of the County Recorder of said county, said portion of Sofia Lane having been vacated by Resolution No. 97-43 of The City of Corona recorded June 24, 1997 as Document No. 222392 of Official Records of said County, described as follows: Beginning at the northwesterly corder of said Tract No. 2687; thence South 81 °54'57" East 172.94 feet along the northerly line of said Tract No. 2687 to the intersection of said northerly line with the northerly prolongation of the centerline of Magdalena Circle (Grant Avenue) as shown on said Tract No. 2687, said intersection also being the True Point of Beginning; thence continuing South 81 °54'57" East 45.49 feet along said northerly line; thence South 81 °25'05" East 165.22 feet; thence South 77°32'51" East 118.79 feet to the centerline of Isabella Way (Garfield Avenue); as shown on said Tract No. 2687; thence South 08°17'36" West 3.51 feet along said centerline; thence North 77°32'51" West 72.88 feet; thence North 79°15'22" West 47.58 feet; thence North 81 °25'051' West 208.96 feet to said northerly prolongation of the centerline of Magdalena Circle; thence North 08°17'36" East 4.42 feet along said northerly prolongation to the True Point of Beginning. Containing 1,452 square feet. See Exhibit `132' attached hereto and made apart hereof. M:12PTG010501\SURVEY \LEGALS\22188-22190 APN_118-171-025,026,039,&04011,ega1s122189-2-PE.doe 3/12/2014 Page 1 of 2 EXHIBIT A, PAGE 6 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28. 29 30 31 PSOMAS The distances described herein are grid distances and are based on. California Coordinate' Systein of 1983, Zone 6, 2007.00 epoch, Ground distances may be obtained by dividing grid distances by the rneancombination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of 5,./0".0 5. t feremy L. Evans, PLS 5282 Date LA/10 •P‘. JEIREA0 1— q 2§2 °F. CPOL-‘ 4:12PTG010501 SURVEYNLECIALSV2 88-2219a APN I 18-171-025,026,0394,040kLegals1.22189-2-P.E.doe 3/312014 Page 2 of 2 EXHIBIT A, PAGE 7 EXHIBIT A2 PARCEL# TITLE AREA A P N 22189-2 ESMT 1452 SOFT. 118-171-026 & 039 ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 ROUTE 91 RIVERSIDE FREEWAY FOR DETAIL / C/L STATIONING 1 F 1 1 F I 1 1 7 8 9 280 1 2 3 4 EXISTING R/UV (22189-2) PROPOSED R/W POB S81 ° 54'57"E_ 360.80' �� S79°02'59"E 311 .39' 1 72.94' T �� � - _ - - STREET)÷-1— Q --- 1 1- ("C" _--- _ -_ SOFIA LANE I ---- i T "7 • 1 1 118-171-040 cl -1.,...- -----1- ---- --- -',__ /----__-4- - . �- - d 118-171-039 p I 118-171-025 � q 1 -1— ...1118-171-026 -r 1 .;jY I Z l w p a -� I I I sr Lu 1 18-1 71-041 1- 1 � J U 1 18-1 71-038 cat )-. 1 18-171-027 1- Z 1- I � I 1 18-1 71 -024 1 IY l - 00 coqi -1 1 � D 1 > 1 I 1 Ih co m }' -‹ I -1 lD 1 I >`LU C- O I 00 o 1 18-1 71-042 1 18-1 71-037 �j l 18- 1 71-028 W I 1_-. 1 1 8- 1 71-023 I - 60' I-1 _I r.r- r- 0 LOT 10 Q m i-1 Q 01 'Q -1 -1 stL 6 Q I Q 0 1 c�- ,J co 1 O If) 118-171-036 co .— N NI N S`11,U� - I IN I 118-171-043 _ � 118-171-022 1 0 I I o 1 I- 1 18-1 71-029 o (4 i Q (n - i 1 -� his 1.0. 1 ca 1` 1D 1-1--- i 10) N81 ° 56'001W ! sor• " � 118-171-035 -' 118-171-030 � 60' -1 118-171-044 c. i i i- 20.00' DOC. N0. Q z 201 0- 0043661 ;1 O.R.; 118-171-021� E 1I18- 1 71-045 g'1 j 1- O v 'S co 1 1 8-1 71-034 -,Jo -i 118-171-020 v0 .._ 118-171-031 1_1 �r I Q 0 LEGEND sl Q'! - i o ° POB Indicates Point Of Beginning r I ,1 , I o0p co o 118-171-019 TPOB Indicates True Point Of Beginning I 118-17i-032 1 I -I (n •- (R) Indicates Radial Bearing ( ) Title to State III 1 Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 8 9- 2 PERMANENT WALL FOOTING EASEMENT distances. All distances are in feet unless otherwise noted. I �� FEET 0 50 100 200 300 PREPARED BY: PSOMAS 3 Hutton reDCentrveiSte. 200 (714)481n 8053/(714)545 8B83 (Fax) DATE: 01-21-13 REV.:2; 02-25-14 EA:OF540 FAQ: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5. 3 1 2 EXHIBIT A PAGE 8 EXHIBIT B2 PARCEL# TITLE AREA APN 22189-2 ESMT 1452 SOFT. 118-171-026 & 039 ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY / C/L STATIONING I I I i 9 280 1 2 LINE TABLE DETAIL "A" L1 - S08°17'36"W 3.51' L2 - N08° 17'36"E 4.42' EXISTING R/W 22189-2� PROPOSED R/W POB TPOB 1 72.94'45.49�� 581 °54'57"E 360.80' /-� 579°02'59"E 31 1 .39' L S81 °25'05"E 165.22' / S77°32'51 "E 1 1 8.79' L2 N81 25 05 W 208.96 -f �, �1C� _ "C" STREET) SOFIA LANE J ! aT 2I N79° a r ! —ilk 1 5'22"W 72 80.' L1 in ' r` I`o 040 47.58' ` I , ix i 18- 1 71 _ 1 118-171-026 LDr 8 1 c I LaT 22 I 118-171--039 1 W 1 I I j d O f�\JJ` W Q z r�f� b 11�� I t I 6i' v N 0 T a0 W� i 1 8-1 71-038 N\'F' ' LOT 9 ' LOT 23 I Q 1 1 A U I L+J s: °(�. 118-171-041 z q- yp, 20 �( 118-171-027 Z In OZ 1 cc Q U .1 1- ° LOT 20 j o11 - 1 LOT 24I DOC. NO. 2010- �w 0043661 O.R. ; a 41 Q o m 118-171-'042 i18-17i -J 118-171-028 037 � w I �' I I 60 I m CO 1 LOT 19 N LOT 10 i vi- I I I LEGEND � � , POB Indicates Point Of Beginning 118-1 71--0316 1 18-1 71-029 I� TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing LO"r 18 1 LOT 11 In I.1 ( }Title to State I 1 I ( Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing ore grid distances. Divide by 0.99997476 to obtain ground 2 2 1 8 9 -- 2 PERMANENT WALL FOOTING EASEMENT distances. All distances are in feet unless otherwise noted. FEET 0 30 60 120 180 PREPARED BY: PSOMAS 3 Hutton Centre Drive Ste. 200Sonta (714)481'- 9 53/014)545-8883 (Fax) DATE: 01-21-13 REV.:2; 02-25-14 EA: OF540 FAtt: DISTRICT COUNTY ROUTE SHEET PM SHEET NO.TOTAL SHEETS 0 8 R IV 91 5. 3 2 2 EXHIBIT A PAGE 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PSOMAS EXHIBIT `CI' LEGAL DESCRIPTION Caltrans Parcel No. 22189-3 Temporary Construction Easement APN 118-171-026 & 039 In the City of Corona, County of Riverside, State of California, being a portion of Tract 2687, as said tract is shown on that map, filed in Book 48 of Maps, Pages 65 and 66, in the office of the County Recorder of said county, described as follows: Beginning at the northwesterly corner of said tract; thence South 81°54'57" East 172.94 feet along the northerly line of said tract to a point thereon, said point being the intersection of said northerly line with the northerly prolongation of the centerline of Grant Avenue, also known as Magdalena Circle, as shown on said map; thence South 08°17'36" West 3.10 feet along said prolongation of said centerline to a point thereon, said point being the True Point of Beginning; thence South 81 °25'05" East 210.57 feet; thence South 77°32'51" East 118.92 feet to a point on the centerline of Garfield Avenue, also known as Isabella Way, as shown on said map; thence South 08°17'36" West 49.34 feet along last said centerline to a point thereon; thence North 77°58'55" West 30.77 feet; thence North 36°13'39" West 19.61 feet; thence North 77°32'51" West 75.77 feet; thence North 81°25'05" West 164.01 feet; thence South 54°08'06" West 28.56 feet; thence North 81 °25'05" West 24.65 feet to a point on said centerline of Grant Avenue; thence North 08°17'36" East 56.50 feet along last said centerline and said northerly prolongation of last said centerline to the True Point of Beginning. Containing 13,209 square feet. See Exhibit `C2' attached hereto and made a part hereof. P;!2PTG010.501 \ SURVEY \LEGA1.S122188-22190_A.PN_118-171-025,026,039,&040\Legals\22189-3-TCE.doe 1 /21 /2013 Page 1 of 2 ,EXHIBIT A, PAGE 10 PS OMAS The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of l -2/ /_ 3 Brian E. Bullock, PLS 5260 Date P:12PTG010501 \SURVEY \LEGALS122188-22190_APN._ l 18-171-025,026,039,&040\Legals122189-3-TCE.doc 1/21./2013 Page 2 of 2 EXHIBIT A, PAGE 11 EXHIBIT C2 PARCEL# TITLE AREA APN 22189-3 TCE 13209 SQ.FT. 118-171-026 & 039 ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 ROUTE 91 RIVERSIDE FREEWAY FOR DETAIL / C/L STATIONING ) 1 1 t t t t 1 7 8 9 280 1 2 3 4 EXISTING R/W ���$ `� PROPOSED R/W POB �` S81 °54'57"E 360.80' — S79°02'59"E 31 1 .39' -- \. - - _ - - - T1 - "C" - STREET (A K A. SOFIA LANE) + 1 1 LOT 7 1 118-171-040 yl , - ni s + -t- --- ._ ro � i �'- --- l V - +- - I 0 ( -1-." ._..- rs o i 1 18-1 71-039 ° I 11 18-1 71-026 1- 0 i I "~ i 118-1 71-025 o ) I 1 1 t ›— 1 1 N. s N YQV, `a J 118-171-038 118-171-027 F I j Z Q 81 118-171-024 M .- o^ _t Q �� p� , 1 i i i i i w J. � 4 00 co % �- -- Q i as i >- 1 -• CO t0 ?- ' o �, `) W, O o J 118-171-042 118-171-037 118-171-028 � i 118-171-023 -�' � rz F- 60 F��� o 0 r ,•--1 4 ol--1i LOT 10 } p .� -�:;; Q _ O Q —1 —1 I'qI tiQ � , I � ' O 1 z ��` W ' 1 00 € O iv I t 118-171-036 .mtp1 ,,0, ^� Y i `T �'_ oo - N P11i 118-171-043 I Q 0 118-171-022 0 in . 1 J�T1 �tN 1-1 1 18-1.71 -029 b i �q .... I 1 —1 a1(� i —1 —)I C7 _t 1 i -, s. l� �r i N81 ° 56'00'1W _ - _ 118-1 71-044 ,A � cv Q 118-1 71-035 - i(s1 118-1 71-030 w 60` - r---- --1 F, 20.00' -1 - _ DOC. NO. �; 1--- 2010- 9 0043661 91 O.R.; 118-171-021 I ) ,1 1�18-1 71-045 `•�1 Po ca 1 1 8-1 71 -034 - f- 1 1 8-1 71 -020 o 0 „ �� i 1?8-171-031 Fi cal o LEGEND D Qi o r— �., ° 1 POB Indicates Point Of Beginning 1 t LOT 14 i ' - p CO 118-171-019 p TPOB Indicates True Point Of Beginning 1 l 118-171-032 i _t I (R) Indicates Radial Bearing ( )Title to State t 11 i Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing ore grid distances. Divide by 0.99997476 to obtain ground 2 2 I - 3 TEMPORARY CONSTRUCTION EASEMENT distances, All distances are in feet unless otherwise noted. ' �� piiiiiiimmEnsiniii FEET 0 50 100 200 300 PREPARED BY: ®MAS 3 Hutton Centre Drive, Ste. 200 Santa (714)431Ana, 8053/(714)54598883 (Fax) DATE: 01-21-13 REV.: EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO.TOTAL SHEETS 8 R I V 91 5. 3 1 2 EXHIBIT A, PAGE 12 EXHIBIT C2 PARCEL* TITLE AREA APN 22189-3 TCE 13209 SOFT. 118-171-026 & 039 LINE TABLE L1 - S08° 1 7'36"W 3.10' L2 - S08° 1 7'36N 49.34' L3 - N36° 1 3'39"W 1 9.61 ' L4 - S54°08'06"W 28.56' ROUTE 91 RIVERSIDE FREEWAY L5 - N08°17'36"E 56.50' / C/L STATIONING f i I i 9 280 1 2 ROUTE 91 RIVERSIDE FREEWAY EXISTING R/W �',a PROPOSED R/W POB 1 72.94' S81 54 ° E 360.80' 57 S79°02'59"E 311.39' L1 S81 °25'05"E 210.57 S77°32'S1 "E =C=- _��_ � •LANE) �� �� STREET '-r' TPOB (A.K A SOFIA 1 1 s.92' - �i N81 ° 25'05"W i 1 LOT 21 0.01 ' - N77°32'51 75 77' %`'�� "W w,-- rj ? 'Q I 1 18-1 71-1040 L4 i n j 1 18-1 71-039 LOT 6 co s LOT 22 ! 04.65 i N81 25 05 W 118-171-026 00.77' N77 58 55' W ^ ,4 \ _ — -(— - i o \ i w Q i z --. �, 10lbj 6�' 0 oa i ''q 4-1 1 1 8- 1 i 0.5' LOT 9 '_ 1 LOT 23 Q I 71-038 iso ( 1 18-1 71-D41 I._Y p (ri�°�1' 1 1 8- 1 71-027 1n 1 - c L ¢ V I _) -I- LOT 20 ; - LOT 2�r I i DOC. NO. 20�1 0— i w 0043661 O.R. � Li.) w m � ��n ( -.I r- 1 18-1 71 J042 118-171-037 --( 1 18-1 71-028 � 1- � -- � 4 i �0 1 i ( co 1 1 LOT 19 i N LOT 10 C(..D Q LEGEND , " ". POB Indicates Point Of Beginning 118-171-03!6 j 118-171-029 o TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing LOT 18 1 LOT 11 ( ) Title to State III ( Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 O 9- 3 TEMPORARY CONSTRUCTION EASEMENT I distances. All distances are in feet unless otherwise noted. ' ' FEET 0 30 60 120 180 PREPARED BY: PSOMAS SantofAna, Califorrniao92707 200 (714)481-8053/(714)545-8883 (Fax) DATE: 01 -21 -13 REV.: EA: OF540 FA##: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5. 3 2 2 EXHIBIT A, PAGE 13 f . PROOF OF MAILING NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on July 25, 2014, I mailed a copy of the attached notice by first- class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as Assessor Parcel Nos. 118-171-026 and 118-171-039 (CPNs 22189-1, 22189-2 and 22189-3): National Community Renaissance of California 9065 Haven Avenue, #100 Rancho Cucamonga, CA 91730 Dated:. July 25, 2014. Record Owner Margaret L. Barnes 17 3 3 6.02100\910407 3.1 PROOF OF SECOND MAILING OF NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on August 7, 2014, I mailed a copy of the attached notice by first-class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as Assessor Parcel Nos. 118-171-026 and 118-171-039 (CPNs 22189-1, 22189-2 and 22189-3): National Community Renaissance of California 9421 Haven Avenue, #100 Rancho Cucamonga, CA 91730 Dated: August 7, 2014. Record Owner Margaret L. Barnes 17336.02100\9104073.1 NOTICE OF HEARING TO CONSIDER ADOPTION OF A RESOLUTION OF NECESSITY Pursuant to Section 1245.235 of the California Code of Civil Procedure, you are hereby notified that at a regular meeting to be held on Wednesday, September 10, 2014, at 9:30 a.m., at the Riverside County Administration Building, Board of Supervisors Chambers, located at 4080 Lemon Street, Riverside, California, the Commission of the Riverside County Transportation Commission intends to consider adopting a Resolution of Necessity, authorizing the commencement of eminent domain proceedings for the acquisition of real property interests in property that, according to the last equalized county assessmentroll, is owned by you. The public use for which this resolution of necessity will be considered is for the SR-91 Corridor Improvement Project in Riverside County, California. The definition of the property rights to be acquired, together with the legal descriptions and corresponding depictions, are attached to this notice. A hearing will be held at the time and place mentioned above. You have the right to appear and be heard on the following matters: 1. Whether the public interest and necessity require the project for which the property is sought to be acquired. 2. Whether the project is planned or located in the manner that will be most compatible with the greatest public good and least private injury. 3. Whether the property sought to be acquired by eminent domain and described in the Resolution of Necessity is necessary for the proposed project. 4. Whether the offer required by Section 7267.2 of the California Government Code has been made. 17336.02 l 00\9104073.1 Pursuant to California Code of Civil Procedure section 1245.235(b)(3), your failure to file a written request with RCTC to appear and be heard within 15 days from the date that this Notice is mailed may result in the waiver of your right to appear and be heard on the above - stated matters and issues that are the subject of the hearing. ALL COMMUNICATIONS SHOULD BE ADDRESSED TO: Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, California 92501 DATE OF HEARING: PLACE OF HEARING: DATED: July 25, 2014. Wednesday, September 10, 2014 9:30 a.m. Riverside County Administration Building Board of Supervisors Chambers 4080 Lemon Street Riverside, California 92501 BEST BEST & KRIEGER LLP By: Mark . Easter Kevin J. Abbott Attorneys for Riverside County Transportation Commission 17336.02100\9104073.1 Legal Definitions of Property to be Acquired The following is a list of definitions of legal rights to be acquired by Riverside County Transportation Commission. (The rights being acquired may be exercised mutually exclusive of each other.) "Fee," also known as fee simple or fee simple absolute, grants to RCTC absolute ownership of the portion of the property acquired. "Permanent Wall Footing Easement" grants to RCTC, including its successors and assigns, a permanent easement to construct, maintain, operate repair, alter, replace and remove footings, under, along and across the easement area. "Temporary Construction Easement (TCE)" refers to the right of RCTC, its successors and assigns, to engage in construction and related activities for the project. Such right shall be exercised for a period of 12 consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. 17336.02100\9125496.1 EXHIBIT A, PAGE 1 PSOMAS EXHIBIT `Al' LEGAL DESCRIPTION Caltrans Parcel No. 22190-1 Fee Acquisition APN 118-171-025 In the City of Corona, County of Riverside, State of California, being a portion of Lot 7 of Tract No. 2687 as shown on the map filed in Book 48, Pages 65 and 66 of Maps, records of said County, together with those portions of Isabella Way, (Garfield Avenue, Lot "I"), Sofia Avenue, ("C" Street, Lot "D") and the alley shown as Lot "J" of said Tract No. 2687, vacated and abandoned by Resolution No. 97-43, recorded June 24, 1997 as Instrument No. 222392 of Official Records of said County, lying adjacent to said Lot 7, which would pass by operation of law upon conveyance, described as follows: Beginning at the northeasterly corner of said Tract No. 2687; thence South 08°04'00" West 7.88 feet along the easterly line of said Tract No. 2687; thence North 77°32'51" West 117.34 feet; thence South 12°27'09" West 1.50 feet; thence North 77°32'51" West 10.00 feet; thence North 12°27'09" East 1.50 feet; thence North 77°32'51" West 42.87 feet to the centerline of said Isabella Way; thence North 08°17'36" East 3.41 feet along said centerline to the northerly line of said Tract No. 2687; thence South 79°02'59" East 169.91 feet along said northerly line to the Point of Beginning. Containing 973 square feet. See Exhibit `A2' attached hereto and made a part hereof. This conveyance is made for the purpose of a freeway and the Grantor hereby releases and relinquishes to the Grantee any and all abutter's rights or access, appurtenant to Grantor's remaining property, in and to said freeway. MA2PTG010501\S URVEY\LEGALS122188-22190_APN_118-171-025,026,039,&040\Legals\22190-1-Fee.doc 3/12/2014 Page 1 of EXHIBIT A, PAGE 2 1 2 3 4 5 7 8 9 11 12 13 14 15 16 17 18 19 20. 21 22 24 25: 26 27 28 29 30 31 PSOMAS The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone.6, 2007,00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of Lizit.e..-eteti L., it/a-0 5. f 1.014- Jeremy L. Ecians, PLS 5282 Date MA2PTG010501\SIJRVEYILEGALS \221$84.219Q APN_11S-111-025,026,039,40401Legals1221904-Fee.d9c 3/3d014 POge 2: of 2 EXHIBIT A, PAGE 3 EXHIBIT A2 PARCEL# TITLE AREA APN 22190-1 FEE 973 SOFT. 118-171-026 & 039 ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 / C/L STATIONING FOR DETAIL I I I I 1 1 t I 7 6 9 280 1 2 3 4 EXISTING R/W R/W EXISTING PROPOSED R/W 221 90-1 - S81 °54'57"E 360.80' S79°02'59"E 311 .39' POB Q I-- =c- ..s...-- -) -I-("C"_STREET) v- - - +..._ _ItTor-�� SOFIA LANE I 1---______ , -2--- _ �� -���- I 7-- i 1 118-171-040 , nj j -- - -( ro j tuy._A I /— — ,�-----' �� CO I 1 ;-. 1 Q I 18-1 71-039 q i 1 1 18-1 71-026 4 1 1 118-171-025 o 0 11 I — d r` -1 I in I Lil I -.1) 0 C1' r ET-1) W LU 1 1 18-1 71 -041 N N `1 )-• I p U I c 11 18-1 71-038 NI ,-,1 1 18-1 71-027 o z >-- I Q 1 q 1 18-1 71-024 OO JI ICI _ii —1 > 1 M co a01 v iI 1 U> • Q I J I t� �" O �1 - W o 1 inl 1 W 118-171-042 1 1118-171-037 14-1 1 18-1 71-028 1 -1 4.1 � 1 18-171-023 -1 o ti ° .J 1-• I 60 �14J 1 1 ; c;1 Li-r 10 ❑ Q ; -1 Q of I �+ 1 ZI nig W 0 I y 1 1 1 8-1 71-036 cn D _. i `� N N 1 N \�1,18-1 jl 1 18-1 71-043 1 j 1 18- 1 71-022 0 � �) 71-029 Q ;; _ I -1 I�— (} � J _t I C. 1 � -SOD S >, I— a ` to N81 ° 56'00111W ---! N 1 1 18-1 71-035 - �, 6p - ; 1 1 18-1 71-044 1 Q try! 1 18- 1 71-030 r 1 1- 20.00 DOC. N0. i 1- 201 0- L 0043661 b 1 O.R. 9 118-171-021� ( z 1 1 �1 Q rr� I iN m I 111 8- 1 71-045 D -' , . 1 (3 1 1 8-1 71-034 - 1 [ � 118-171-020 � o yo 1 `. 118-171-031 0 0 1 LEGEND -1 q1 -II O 1 POB Indicates Point Of Beginning I L DT 14 1 I 1-118-171-019 ao m 1 I 0 �- TPOB Indicates True Point Of Beginning 1 118-171-032 1 ....11n .- (R) Indicates Radial Bearing ( } Title to State 1 1 I I Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 9 0- 1 FEE ACQUISITION distances. All distances are in feet unless otherwise noted. 1 immrimm. FEET 0 50 100 200 300 , PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 lifornia 92707 (71n4)481n B053 (714)545-8663 (Fax) DATE: 01-21-13 REV.: 2; 02-25-14 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO.TOTAL SHEETS p 8 T�/ R 1 Y 91 C 5. 3 1 2 EXHIBIT PAGE EXHIBIT A2 PARCEL# TITLE AREA APN 22190-1 FEE 973 SOFT. 118-171-025 LINE DATA BEARING DISTANCE L1 N77°32'51 "W 42.87' L2 N12°27'09"E 1.50' L3 N77° 32'51 "W 10.00' L4 S12°27'0911 1.50' 118-171-047 DETAIL "A" EXISTING R/W N08°17136"E 3.41 ' ROUTE 91 RIVERSIDE FREEWAY PROPOSED R/W ` S79°02'59"E 311.39' POB - —1 `- � C\I_ - - 1 69.91 ' %�- " •7�r\ — _ _ _ _ ��aan. AliEY rcpr ?�N32'S1"W„__ 117.34'� I 7.8 8' sm. ti L13 _____ ____ L2 1 _� _- - `- - a> L1 L4 LOT 7 C221 90-1 \ ______ Lu -.. >._ 1 1 .' DOC. NO. 2010-0043661 O.R. VACATED AND ABANDONED PER -, - 1—• E-_-) Q Q- M c, a- 10 z Lu ¢ --'`rRES. _..I J w N0. 97-43, REC'D 6-24-1997 b,° AS INST. N0. 222392, O.R. ,6�� �D A� n 3 o ,� I oe co o •_ T r.. N o q v '~ .0 �� �l v O " 1,1 ~ t. U..Q 1, VP' t 1 18-1 71-024 >- o co CC 'S,k1G VACATED AND ABANDONED w �' 1 °p 30' PER RES. NO. 97-43, REC'D 6-24-1997 AS � r- " LEGEND INST. NO. 222392, O.R. N co POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( ) Title to State _L.1_LL Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 9 0- 1 FEE ACQUISITION distances. All distances are in feet unless otherwise noted. I 'amp ��� FEET 0 15 30 60 90 PREPARED BY: DATE: 01-21-13 REV.: 3; 02-25-14 EA: OF540 FA#: PSOMAS Hutton Centre209 DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS Santo Coliforni0e92707 (714)481-B0534714)545-B983 (F0x) 8 R I V 91 5.3 2 2 EXHIBIT A, PAGE 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS EXHIBIT `BP LEGAL DESCRIPTION Caltrans Parcel No. 22190-2 Permanent Wall Footing Easement APN 118-171-025 In the City of Corona, County of Riverside, State of California, being a portion of Lot 7 of Tract No. 2687 as shown on the map filed in Book 48, Pages 65 and 66 of Maps, records of said County, together with those portions of Isabella Way, (Garfield Avenue, Lot "I"), Sofia Avenue, ("C" Street, Lot "D") and the alley shown as Lot "J" of said Tract No. 2687, vacated and abandoned by Resolution No. 97-43, recorded June 24, 1997 as Instrument No. 222392 of Official Records of said County, lying adjacent to said Lot 7, which would pass by operation of law upon conveyance, described as follows: Beginning at the northeasterly corner of said Tract No. 2687; thence South 08°04'00" West 7.88 feet along the easterly line of said Tract No. 2687, to the True Point of Beginning; thence North 77°32'51" West 117.34 feet; thence South 12°27'09" West 1.50 feet; thence North 77°32'51" West 10.00 feet; thence North 12°27'09" East 1.50 feet; thence North 77°32'51" West 42.87 feet to the centerline of said Isabella Way; thence South 08°17'36" West 3.51 feet along said centerline; thence South 77°32'51" East 170.22 feet to said easterly line; thence North 08°04'00" East 3.51 feet to the True Point of Beginning. Containing 581 square feet. See Exhibit `132' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean M:12PTG010501\SURVEYILEGALS\22188-22190 APN_118-171-025,026,039,&0401Legals122190-2-PE.doc 3/12/2014 Page 1 of 2 EXHIBIT A, PAGE 6 2 3 4 .5 6 7 8 9 1:0 11 12 1.3 14 15 16 11 18 19 20 21 22 23 24 25 7:6 27 28 30 31 PSOMAS tOrnbintion. factor fbr this conversion is 0.99997476, Prepared under the direction of Jeremy L. Evans, PLS 5282 Date NE:12P1'001050.1 \SURVEYNLEGALS1221,88-2219tAPN_I 18-171-025,026,039,&040 \Legals\2219.0-2-PE.doc .313/2o.14 Page 2 of 2. EXHIBIT A, PAGE 7 EXHIBIT B2 PARCE Lit TITLE AREA APN 22190-2 ESMT 581 SO.FT. 118-171-026 & 039 ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 / C/L STATIONING FOR DETAIL I 1 ( i 1 1 I 1 7 a 9 280 1 2 3 4 EXISTING R/W P'•le• R/W 22190-2 S81 °54'57"E 360.80' S79°02'59"E 311 .39' POB /T - - it `�-e.r►� - -iJ{"C" 1 - STREET} SOFIA LA E I 1----'-'---= 1 1 ., , �--- _ _ -- �- = LOT 7 1 I - TPOIB -(S.co 1 Q ii 118-171-039 Ll 118�-171-026 � t 118-t1i-025 I b 1 _T g: In 1 wtil N 1-1 Q V I CC 11 18-1 71-038 `,I -.1 1 18-1 71-027 o f ,.. �¢ I� 1 i 8-1 71-024 M b, O �- -1 1 cp U 1 _1 I _) 1 li.i �s l -1 I M co 00 >- I I a 1> Q Q I I in �- v o o 118-f71-042 j 11f$-t1i-037 118-171-028 i W 1 1- 118-171-023 _j p 1- 60' r ti o) a Q LOT 10 Q � j Q Q o Q r v1 o 1 z W 118-171-036 �I, 1O L,��a�,� ^9 a. `' Y' O co •- - N fin' N 1 18-1 71-043 I i ;_ I 1- 1 18-1 71-022 O ����� DI 118-171-029 -- I I- �10° _I w UGC 60' N81 ° 56'00"W ____ 71-044 1`I , Q ( r 1 18-171 -035 I I 1 - m 118-1 It,0 18-171-030 r 20.00' DOC. NO. i l- 2010- qi 0043661 -1 O.R. --11 118-171-021 - 1 z I 1 1118-1 71-045 `1'Cr�I -1 . 1 18-1 71-034 - I 1- 0 118-171-020 O o ti4 I. 118-f71-031 t�1 LEGEND 1-1 _11 �� _11 bd 0 POB Indicates Point Of Beginning LOT 14 1 oo m 118-171-032 1 o 178-171-019 O TPOB Indicates True Point Of Beginning I I o - (R) Indicates Radial Bearing ( ) Title to State JJ-LL_ Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 PERMANENT WALL 9 0- 2 FOOTING EASEMENT distances. All distances are in feet unless otherwise noted. I ��� FEET 0 50 100 200 300 PREPARED BY: ' PSOMAS 9270T 200 SantotAno, Centre Drive, (714)481-8053A714)545-8BB3 (Fox) DATE: 01-21-13 REV.: 2; 02-25-14 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO.TOTAL SHEETS 8 RIV 91 5.3 1 2 EXHIBIT A PAGE 8 EXHIBIT B2 PARCEL# TITLE AREA APN 221 90-2 ESMT 581 SOFT. 1 1 8-171 -025 LINE DATA BEARING DISTANCE L1 N77°32'51"W 92.87' L2 N1 2° 27'09"E 1 .50' L3 N77° 32'51 "W 10.00' L4 S12°27'09"W 1.50' L18-171-047 DETAIL "A" N08°17'36"E EXISTING R/W 3.41 ROUTE 91 RIVERSIDE FREEWAY PROPOSED RAW S79°02'59"E 311.39' L2 L4 POB I A 169.91' o ■qV Ir N77°32'51 "W 117.34'-----, N08° 1 7'36"E �QILLET-(Eu 5rr „E_ - _ 1 70.22'------r"ArA 7.88' uM,:=__ N. 3.51 _ _ 1 I TP05 --- ---6_. • o- °p I L o-r `J v - J (221 90-2 L7.; � M - _T- w �,, DOC. NO. 2010-0043661 O.R. VACATED AND ABANDONED PER - 1-, �o a- v M a- a �1 Z LI <z -1 (—�"— w J coAt(3 RES. N0. 97-43, REC'D 6-24-1997 t AS INST. NO. 222392, O.R. b ] 7 0 tZ 01 o oQ �i�,�' .a ��,�n I o ~�' yc�' f 118-171-024 >- o co cc 1�G1 VACATED AND ABANDONED iu o °p ~ 30' PER RES. NO. 97-43, REC'D 6-24-1997 AS -cz CD`I r: - LEGEND INST. NO. 222392, O.R. POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing C ) Title to State J_LLL Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 PERMANENT WALL 9 4- 2 FOOTING EASEMENT distances. All distances are in feet unless otherwise noted. I FEET 0 15 30 60 90 PREPARED BY: PS OMAS Nutfon Centre Santa Ana, Drive, CaliforniaD20a 2707 (714)481-8053/014J545-8883 (Fax) DATE: 01-21-13 REV.: 3; 02-25-14 EA: OF540 FAn: DISTRICT COUNTY ROUTE SHEET PM SHEET NO, TOTAL SHEETS 8 R I V 91 5.3 2 2 EXHIBIT A PAGE 9 1 4 5 6 7 8 9 10 11 12 13 14 1.5 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS EXHIBIT `C1' LEGAL DESCRIPTION Caltrans Parcel No. 22190-3 Temporary Construction Easement APN 118-171-025 In the City of Corona, County of Riverside, State of California, being a portion of Tract 2687, as said tract is shownon that map, filed in Book 48 of Maps, Pages 65 and 66, in the office of the County Recorder of said county, described as follows: Beginning at the northeasterly corner of said tract; thence South 08'04'00" West 11.39 feet along the easterly line of said tract to a point thereon, said point being the True Point of Beginning; thence South 08°04'00" West 36.61 feet continuing along said easterly line to a point thereon; thence North 77°32'51" West 123.75 feet; thence South 55 ° 17'25" West 23.89 feet; thence North 81 ° 19' 19" West 29.03 feet to a point on the centerline of Garfield Avenue, also known as Isabella Way, as shown on said map; thence North 08°17'36" East 56.07 feet along said centerline to a point thereon; thence South 77°32'51" East 170.23 feet to the True Point of Beginning. Containing 6,907 square feet. See Exhibit `C2' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. PA2PTG0105011SURVEMEGALS122188-22190_APN_118-171-025,026,039,&0401Lega1s\22190-3= CCE, doc 1/21/201.3 Page 1 of 2 EXHIBIT A, PAGE 10 PS OMAS Prepared under the direction of f 2/ Brian E. Bullock, PLS 5260 Date P \2PTGOI050I\SURVEY\1,EGALS\22188-22190_APN( I8-171-025,026,039,&040\Legals\22I90-3= CCE,doc 1/21/2013 Page 2 of 2 EXHIBIT A, PAGE 11 EXHIBIT C2 PARCEL# TITLE AREA AP 22190-3 TCE 6907 SOFT, 118-171-025 vvr ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY / C/L STATIONING 1 1 1 1 I 1 i 1 7 8 9 280 1 2 3 4 SEE SHEET 2 FOR DETAIL PROPOSED R/W EXISTING R/W S81 ° 54'57"E 360.80` o „ POB S79 02 59 E 31 1 .39' -- �---_ — _ - - - _ N_.,_,y ,.d� :: ...0 _ �� . _ - .. o c> .� .,. - -- 1 -1 „C" STREET (A.K.A. SOFlA LANE) --- ' i i - _to I 1 1 1 18-1 71-040 1j � - - -,( I I y �� ��. '_ 03 1 18-1 71-039 1 18-1 7! -026 o ! 1 18 1 71 -025 - CS} i o -1 I i ` >- -1 ! 1� I ty I < Z`--. fa 1 w o I NI ( _ ... tr.Li1 ° _'� — 1 F.. < Q lit 1 118-171-041 t- I q V 118-171-038 1- I � 118-171-027 0 � z R _1 1- 118-171-024 j 1� O c° � 1 • C1 CC o f I -I W -1 5 1 rn co co co; -4 >-. v• , `fit � c , >- 1 I "� m in 1 �- o o J 1 18-1 71-042 1 1 18-1 71-037 Ji 1 1 8-1 71-028 D 1 18-1 71 -023 `� p ti 1- 60' .. I r- 1 ::� 0 I c) I.--1I Lo-r io p . -1 -� O 1 3 �L - I` I �b6--� , 0 CO o w 11 18-1 71-036 L° �, a' _I ` I i I is-1 ^IN I -1 �i tN' 1 ;cV 118-171-043 I -[ 1- 118-171-022 1 �I 1 o I I L 18- 1 71 -029 o I Zi � o i v) L�8 14' � � .0 � l'i1 1 ro N81 ° 56'001W i N j �j 1 18- 1 71 -035 - 11 I 60' - 1 1 8-171 -044 1(„ i 1 1 8-1 71 -030 1 1- 20.00' 1' _— DOC. NOo i 1- i 2010-.6,i i 0043661 1 O.R. 118-171-021 '= Z , 1 I I 1118-1 71-045 ' .0 I o 1 c_Da 11 18-1 71-034 I -1, ^ I' 1 18-1 71 -020 o �,� 1 1 18-1 71-031 , i LEGEND j1 11 ' �1 Q t POB Indicates Paint Of Beginning I I LOT 14 co cc o 118-171-019 TPOB Indicates True Point Of Beginning i 118-171-032 _ L (R) Indicates Radial Bearing ( ) Title to State 1 1 1 1 Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 1 (� 2 2 1 9- 3 TEMPORARY CONSTRUCTION EASEMENT distances. All distances are in feet unless otherwise noted. FEET 0 50 100 200 300 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste, 200Sant (714)481n 9053/(7oi4�`54Sia 92707 8883 (Fox) DATE: 01-21-13 REV.: EA: 0E540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO, TOTAL SHEETS 8 ,/ R I Y 91 5.3 1 2 EXHIBIT A, PAGE 12 EXHIBIT C2 PARCEL# TITLE AREA APN 22190-3 TCE 6907 SO.FT. 118-171-025 III ROUTE 91 RIVERSIDE FREEWAY 118-171-047 EXISTING R/W PROPOSED R/W 579°02'59"E 311.39' POB TPOB _ _ °— w S7732/51 "E 1 70.23�,,.., �.:i u!� ' �-" amps w -- - I~ I \ - a— 0 ,- ° (.0 � LiI I Ya' Ag g i L aT i �, x I 4 ' I - � N77° 51 „ 32 I �'G �DOCo N0. 2010-0043661 O.R. I 29.03' I r N 81 ° 1 9' 1 9"1� ��_ iQ� (, L,'` ---4- P- `: lQ t. Q � • rf) M O m o .1 ti N I <` a -.I � c� • .� i Q� --, I ,0 ti\U ' a CO i j s '\ ,` € aE 'sr O o ._ co r� `�� 118-171-024 � I ao 1 sc , o i= �t Er:30 ti 1 LEGEND f€ co ti POB Indicates Point Of Beginning£ TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( ) Title to State I I II Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 9 0- 3 TEMPORARY CONSTUCTION EASEMENT distances. All distances are in feet unless otherwise noted. i Fismaimm9_ FEET 0 15 30 60 90 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 707 (774)n California4i8053/(4J545-80B3 (Fax) DATE: 01-21-13 REV.: EA: 0E540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5.3 2 2 EXHIBIT A, PAGE 13 PROOF OF MAILING NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on July 25, 2014, I mailed a copy of the attached notice by first- class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as Assessor Parcel No. 118- 171-025 (CPNs 22190-1, 22190-2 and 22190-3): National Community Renaissance of California 9065 Haven Avenue, #100 Rancho Cucamonga, CA 91730 Dated: July 25, 2014. Record Owner Margaret L. Barnes 17 3 36.02100\910407 3.1 PROOF OF SECOND MAILING OF NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on August 7, 2014, I mailed a copy of the attached notice by first-class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as Assessor Parcel No. 118- 171-025 (CPNs 22190-1, 22190-2 and 22190-3): National Community Renaissance of California 9421 Haven Avenue, #100 Rancho Cucamonga, CA 91730 Dated: August 7, 2014. Record Owner 17336.02 100\9104073.1 Indian Wells (760) 568-2611 Irvine (949) 263-2600 Los Angeles (213) 617-8100 Ontario (909) 989-8584 BEST BEST & KRIEGER ATTORNEYS AT LAW 3390 University Avenue, 5th Floor, P.O. Box 1028, Riverside, CA 92502 Phone: (951) 686-1450 I Fax: (951) 686-3083 1 www.bbklaw.com Margaret L. Barnes (951)826-8357 margarettarnes@bbklaw.com File No. 17336.02100 VIA HAND DELIVERY July 28, 2014 r)) v, \y" -1\JUL 29 201E Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, California 92501 RIVERSIDE COUNT TRANSPORTATION COMMISSION' Re: Notice of Hearing to Consider Adoption of a Resolution of Necessity, as to National Community Renaissance, APNs 118-171-026 and 118-171-039 (CPNs 22189-1, 22189-2 and 22189-3) RCTC/SR91 OP Project Dear Jennifer: Sacramento (916) 325-4000 San Diego (619) 525-1300 Walnut Creek (925) 977-3300 Washington, DC (202) 785-0600 Attached is the original signature page for the proof of mailing for the Notice of Hearing to Consider Adoption of a Resolution of Necessity for the hearing scheduled for September 10, 2014. The proof of mailing for CPN 22189, which was mailed in the same envelope with two related notices to the same property owner on July 25, 2014, was not signed. A replacement page has been sent to the property owner with a letter of explanation. Please replace the proof of mailing page on the copy you received last week with the attached page. Please do not hesitate to contact me, should have any questions. Very truly yours, r1/4j/-17>i/i,!-C,_- MargarBarnes Senior Litigation Paralegal for BEST BEST & KRIEGER LLP Attachments 17336.02100\9129067.1 NOTICE OF HEARING TO CONSIDER ADOPTION OF A RESOLUTION OF NECESSITY Pursuant to Section 1245.235 of the California Code of Civil Procedure, you are hereby notified that at a regular meeting to be held on Wednesday, September 10, 2014, at 9:30 a.m., at the Riverside County Administration Building, Board of Supervisors Chambers, located at 4080 Lemon Street, Riverside, California, the Commission of the Riverside County Transportation Commission intends to consider adopting a Resolution of Necessity, authorizing the commencement of eminent domain proceedings for the acquisition of real property interests in property that, according to the last equalized county assessment roll, is owned by you. The public use for which this resolution of necessity will be considered is for the SR-91 Corridor Improvement Project in Riverside County, California. The definition of the property rights to be acquired, together with the legal descriptions and corresponding depictions, are attached to this notice. A hearing will be held at the time and place mentioned above. You have the right to appear and be heard on the following matters: 1. Whether the public interest and necessity require the project for which the property is sought to be acquired. 2. Whether the project is planned or located in the manner that will be most compatible with the greatest public good and least private injury. 3. Whether the property sought to be acquired by eminent domain and described in the Resolution of Necessity is necessary for the proposed project. 4. Whether the offer required by Section 7267.2 of the California Government Code has been made. 17 3 36.02 l 00\9 l 0407 3. l Pursuant to California Code of Civil Procedure section 1245.235(b)(3), your failure to file a written request with RCTC to appear and be heard within 15 days from the date that this Notice is mailed may result in the waiver of your right to appear and be heard on the above - stated matters and issues that are the subject of the hearing. ALL COMMUNICATIONS SHOULD BE ADDRESSED TO: Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, California 92501 DATE OF HEARING: PLACE OF HEARING: DATED: July 25, 2014. Wednesday, September 10, 2014 9:30 a.m. Riverside County Administration Building Board of Supervisors Chambers 4080 Lemon Street Riverside, California 92501 BEST BEST & KRIEGER LLP By: Mark . Easter Kevin J. Abbott Attorneys for Riverside County Transportation Commission JUL 28 20111 RIVERSIDE COUNTY TRANSPORTATION COMMISSION 17336.02100\9104073.1 Legal Definitions of Property to be Acquired The following is a list of definitions of legal rights to be acquired by Riverside County Transportation Commission. (The rights being acquired may be exercised mutually exclusive of each other.) "Fee," also known as fee simple or fee simple absolute, grants to RCTC absolute ownership of the portion of the property acquired. "Permanent Wall Footing Easement" grants to ROTC, including its successors and assigns, a permanent easement to construct, maintain, operate repair, alter, replace and remove footings, under, along and across the easement area. "Temporary Construction Easement (TCE)" refers to the right of RCTC, its successors and assigns, to engage in construction and related activities for the project. Such right shall be exercised for a period of 12 consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. 17336.02100\9125496.1 EXHIBIT A, PAGE 1 PS OMAS EXHIBIT `Al' LEGAL DESCRIPTION Caltrans Parcel No. 22190-1 Fee Acquisition APN 118-171-025 In the City of Corona, County of Riverside, State of California, being a portion of Lot 7 of Tract No. 2687 as shown on the map filed in Book 48, Pages 65 and 66 of Maps, records of said County, together with those portions of Isabella Way, (Garfield Avenue, Lot "I"), Sofia Avenue, ("C" Street, Lot "D") and the alley shown as Lot "J" of said Tract No. 2687, vacated and abandoned by Resolution No. 97-43, recorded June 24, 1997 as Instrument No. 222392 of Official Records of said County, lying adjacent to said Lot 7, which would pass by operation of law upon conveyance, described as follows: Beginning at the northeasterly corner of said Tract No. 2687; thence South 08°04'00" West 7.88 feet along the easterly line of said Tract No. 2687; thence North 77°32'51" West 117.34 feet; thence South 12°27'09" West 1.50 feet; thence North 77°32'51" West 10.00 feet; thence North 12°27'09" East 1.50 feet; thence North 77°32'51" West 42.87 feet to the centerline of said Isabella Way; thence North 08°17'36" East 3.41 feet along said centerline to the northerly line of said Tract No. 2687; thence South 79°02'59" East 169.91 feet along said northerly line to the Point of Beginning. Containing 973 square feet. See Exhibit `A2' attached hereto and made a part hereof. This conveyance is made for the purpose of a freeway and the Grantor hereby releases and relinquishes to the Grantee any and all abutter's rights or access, appurtenant to Grantor's remaining property, in and to said freeway. MA2PTG010501 \SURVEY\LEGALS\22188-22190_APN_118-171-025,026,039,&040\Legats\22190-1-Fee.doc 3/12/2014 Page 1 of 2 EXHIBIT A, PAGE 2 1 2 3 4 5 6 7 8 10 11 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PSOMAS The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007,00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of L- f4,0,0 Jeremy L. Evans, PLS 5282 Date to id- MA2PTG0105011SURVEY\LEGALS \22188-22190_ APN_118-171-025,0215,039,&040 Tegals122190-1-Fee.doc 3/3/2014 Page 2 of 2 EXHIBIT A, PAGE 3 EXHIBIT A2 PARCEL* TITLE AREA APN 22190-1 FEE 973 SOFT. 118-171-026 & 039 'ii ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 / C/L STATIONING FOR DETAIL 1 I ! 1 i 1 I 1 7 8 9 280 1 2 3 4 EXISTING R/W EXISTING R/W PROPOSED R/W 22190-1 581 °54'57HE 360.80' S79°02'59"E 31 1 .39' POB - - - . --__ _f a • - 1-I-.("C"- 1 STREET) _ _ _a s SOFIA LANE — a i I-- ------- 1 I �, r r-- — �� o-= 1 LDT 7 1 I 118-171-040 -----( 1 ��t �y_��-br__.=_� i 1 I 1- 18-1 71-039 0 1 18- 1 71-026 1 1 18-171-025 o 11 i i l c ~ -1 M w u I p I I m -r W so 1,-, I 1 V LII ' 118-171-041 )- QC I "8-171-038 i- 118-171-027 }- z Q 14 118-171-024 1 M O -I 3 �`"' 1 U O1 - j 1 J W' IJ I I M c0 I' I [T I I Q J 1n I �' O CO n1 1 -IQ O Lu 118-171-042 1118-171-037 118-171-028 1 -I I ), 118-171-023 +W O i -J 1- 6p. L1J q J ti 0 1 - i LOT 10 � -I p � -1 I _II � 09 Q 'z 1 I � O o0 z 1 b5�_ w [ O; y 1118-171-036 cOIO r3d I `r I' or, Cthi-IN ,�3 I cr IN N1 118-171-043 I 1-- 118-171-022 1 O g1 301 118-171-029 of Q i I - - 1 _I 1 -t `` IAD L6 -t �, i—� ' �� t^ ' 'm o N81 56001N --- (`1 } 118-1 71-035 N 60 I i 118-1 71-044 IC31 118-1 71-030 � i r 20.00' -4 DOC. NO. 1- 201 0— 2] 0043661 I O.R. 118-171-021� 1{18-171-045 �1 MI ��� 118-i71-034 I F- o O Y `. I I 118-171-031 F1 cy o 118-171-020 0 1, LEGEND o I _11 0 1 -'I -1 � O - I — 'co POB Indicates Point Of Beginning j LOT 14 1 I co I o 118-171-019 p , TPOB indicates True Point Of Beginning 118-171-032 , I -3 cn (R) Indicates Radial Bearing ( } Title to State 1111_ Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 9 0- FEE ACQUISITION 1 distances. All distances are in feet unless otherwise noted. i FEET 0 50 100 200 300 i PREPARED BY: PSOMAS 3 Hutton Centre Driv, Ste. Santo Ana, Co((forrniae92707 200 (714)491-9053/(714)545-81193 (Fax) DATE: 01-21-13 REV.: 2; 02-25-14 EA: OF540 FA*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5. 3 1 2 EXHIBIT A PAGE 4 EXHIBIT A2 PARCEL# TITLE AREA APN 22190-1 FEE 973 SQ.FT. 118-171-025 LINE DATA BEARING DISTANCE L1 N77°32'51"W 42.87' L2 N12° 27'09"E 1 .50' L3 N77°32'51 "W 10.00' L4 S12°27'09"W 1 .50' 1 18-1 71-047 DETAIL "A" EXISTING R/W N08° 1 7'36"E 3.41 ' ROUTE 91 RIVERSIDE FREEWAY PROPOSED R/W S79°02'59"E 311.39' POB -----` k.o �1 - 169.91' % 1:117- - - _ _ N 7 7 �nmano A LEY rLOT--r,-1,32 5i W__ 1_17.34 _.. - 101.- 7. 88' ti 03 L2 1 _ --`— ----- _— — -- _ —`— —' 0D L1 1 L4 LOT 7 (221 90-1 - — ---- w .a >- k 1 ) /' DOC. NO. 2010-0043661 O.R. VACATED AND ABANDONED PER -, - ' � v a) Q' z Q - -"f .i '' RES. NO. 97-43, REC'D 6-24-1997 ,� AS INST. NO. 222392, O.R. 1,6�'� �lra ,� o i 00 .1 O •- F r-- N O Q vv) .p �� '09 v O o W (1 ;_ \AU' 1 18-1 71-024 >- o Q '(`���'6j VACATED AND ABANDONED -a °p LI 30' PER RES. NO. 97-43, REC'D 6-24-1997 AS � N ti LEGEND INST. No. 222392, O.R. I ao POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( ) Title to State J L1_1_ Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 9 0- 1 FEE ACQUISITION distances. All distances are in feet unless otherwise noted. I FEET o 15 30 60 90 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Sonto Ana, 5459 2707 (714)41- 805/(7California48883 (Fax) DATE: 01-21-13 REV.: 3; 02-25-14 EA: OF540 FA*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5.3 2 2 EXHIBIT A PAGE 5 PS OMAS EXHIBIT `Br LEGAL DESCRIPTION Caltrans Parcel No. 22190-2 Permanent Wall Footing Easement APN 118-171-025 In the City of Corona, County of Riverside, State of California, being a portion of Lot 7 of Tract No. 2687 as shown on the map filed in Book 48, Pages 65 and 66 of Maps, records of said County, together with those portions of Isabella Way, (Garfield Avenue, Lot "I"), Sofia Avenue, ("C" Street, Lot "D") and the alley shown as Lot "J" of said Tract No. 2687, vacated and abandoned by Resolution No. 97-43, recorded June 24, 1997 as Instrument No. 222392 of Official Records of said County, lying adjacent to said Lot 7, which would pass by operation of law upon conveyance, described as follows: Beginning at the northeasterly comer of said Tract No. 2687; thence South 08°04'00" West 7.88 feet along the easterly line of said Tract No. 2687, to the True Point of Beginning; thence North 77°32'51" West 117.34 feet; thence South 12°27'09" West 1.50 feet; thence North 77°32'51" West 10.00 feet; thence North 12°27'09" East 1.50 feet; thence North 77°32'51" West 42.87 feet to the centerline of said Isabella Way; thence South 08° 17'36" West 3.51 feet along said centerline; thence South 77°32'51" East 170.22 feet to said easterly line; thence North 08°04'00" East 3.51 feet to the True Point of Beginning. Containing 581 square feet. See Exhibit `132' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean M: 2PTG010501\SURVEYILEGALS\22188-22190 APN_118-171-025,026,039,&0401Lega1s122190-2-PE.doc 3/12/2014 Page 1 of 2 EXHIBIT A, PAGE 6 PS�O M AS « � � 3 ( 4 ! 6 { 7 .. � 9 W R S A A \ % ( � » ( 9 ] a } 9 ) 20 ) 21 ) 2223 \ } 24 25 \ 26 ( 27 \ 28 \ .m : 30 } )I ( combination fa/or for this conversion is 0.99997476. Prepared under the direction of .g,2-0/4. Jeremy L EYan\pty522 pate 12zm01y@3URVE»ao& 3 2C4a- Q CNg1aigp z m n4 &tom &P de 3� U# Page of EXHIBIT APAGE 7 EXHIBIT B2 PARCEL# TITLE AREA APN 221 90-2 ESMT 581 SO.FT. 1 1 8-1 71 -026 & 039 ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 / C/L STATIONING FOR DETAIL 1 1 1 1 i I I 1 7 8 9 280 1 2 3 4 EXISTING R/W PROPOSED R/W 22190-2 S81 ° 54'57"E 360.80' S79°02'59"E 31 1 POB .39' -(—C STREET)--\ SOFIA LANE �.�—_ -� 1 D71� '--- • I -to�_1� 1 '- TPC�1B I` �---�� cv _ I ,-- 1 1 118-171-040,� -_-.4- °p 1 i 1 ^ I 1- 1 18-1 71-039 0 I 118--1 71-026 r' 0 1 1 1 118-1 71-025 1 ,� Q 1 � 1-1-1W i 1 y 1 I -• 1 W vs--. !U 1 18- i 71 -041 -1(V q D: 1 1 18-1 71-038 1 18-1 71-027 z 1 3 1 18-1 71-024 M p '- _1 C0 Q V 1 L 0 1 11 W 1 rn co p- 'CO �.. ,I, ZE I 1 I I Q I I 1p �' o N 1 —t1-J I W O Lu 118-171-042 1118-171-037 118-171-028 1 -I w 1 r- 118-171-023 p o -.1 1-- 60 )-.1_.) I 4 i _1, Q LOT 10 q v 1 o Q h Q Z 1, W c^ N �1N 1��' �I W 1 N 118-171-043 I I q 118-171-022 o 3 j I-1 1 18--1 71-029 b 1 Q 1 3 in - - _i - - yS) 2- 91 -71 C0 A� _ ---J N Q 118-171-035 --icyl - 6Q� 0" rr)N8120 118-171-044 118-171-030 00 1-1 o i N0. _1 z 2010- ;� 0043661 O.R. 118-171-021 �DOC. Q 1 N 1�18-171-045 --1 o o �`?' 0 118-171-034 -I 1- n ._ I 1 18-1 71 -037 r.1 („) 0 1 1 8- 1 71-020 0 , LEGEND _I' -J' Q o '' POB Indicates Point Of Beginning LOT 14 1 as c'o I I I- 118-171-019 p TPOB Indicates True Point Of Beginning 1 118-171-032 1 _1 o (R) Indicates Radial Bearing ( ) Title to State JJJ-L Access Prohibited NOTES Coordinates and bearings ore on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 PERMANENT WALL 9 0- 2 FOOTING EASEMENT distances. All distances are in feet unless otherwise noted. I FEET 0 50 100 200 300 PREPARED BY: ' PSOMAS 3 Hutton Centre Drive, Ste. 200 Santo i14)491-8 053/17114) (545--8883 (Fox) DATE: 01-21-13 REV.: 2; 02-25-14 EA: OF540 FA*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5. 3 1 2 EXHIBIT A PAGE 8 EXHIBIT B2 PARCEL# TITLE AREA APN 22190-2 ESMT 581 SO.FT. 118-171-025 LINE DATA BEARING DISTANCE L1 N77°32'51"W 42.87' L2 N12"27'09"E 1.50' L3 N77°32'51"W 10.00' L4 S12°27'09"W 1.50' L18-171-047 DETAIL "A" NO$° 1 7'36"E EXISTING R/W 3.41 ROUTE 91 RIVERSIDE FREEWAY PROPOSED R/W -- S79°02159"E 311.39' L2 L4 POB `�- I_ 169.91' j �08° `� N77°32'51 "W — 1 1 7.34' 1 7'36"E IrAttaSr7-7ffe3r2r'51,,E 1 7022'is —�aliruiilk 7.88' - ____s.. -- °° 3.51' L3► - _____- 1 T I r P QB _ — - _ w " _ _. ., L n_r 7 I (221 90-2 0 r; - - _ _'- w --->----, Q �) , .. DOC. NO. 2010-0043661 O.R. VACATED AND ABANDONED PER � - 1-. Qal a. M O z Q- o ( Z > � -SIRES. W cc) N0. 97-43, REC'D 6-24-1997 bb AS INST. NO. 222392, O.R. 6� Au 1b' M 3 o r•- ( ,� o —J ��'r�' .n 5��} I �, Q O "- �� \AO' 118-171-024 >. o CO i i^pt VACATED AND ABANDONED /� Li '� °D ~ 30' PER RES. NO. 97-43, REC'D 6-24-1997 AS � N r-- LEGEND INST. NO. 222392, O.R. I o0 POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( ) Title to State 1.LLL Access Prohibited NOTES Coordinates and bearings ore on CCS 1983(2007.00) Zone 6. Distances and stotioning are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 9 0- 2 PERMANENT WALL. FOOTING EASEMENT I distances. All distances are in feet unless otherwise noted. FEET 0 15 30 60 90 PREPARED BY: PSOMAS Hutton CentreDrive, 200 Ana, CaliforniaCalifonia2707 Santo A (714)481-8053/(714)545-BB83 (Fax) DATE: 01-21-13 REV.: 3; 02-25-14 EA: OF540 FA*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5. 3 2 2 EXHIBIT A PAGE 9 1 PS OMAS EXHIBIT `CV LEGAL DESCRIPTION Caltrans Parcel No. 22190-3 Temporary Construction Easement APN 118-171-025 In the City of Corona, County of Riverside, State of California, being a portion of Tract 2687, as said tract is shownon that map, filed in Book 48 of Maps, Pages 65 and 66, in the office of the County Recorder of said county, described as follows: Beginning at the northeasterly corner of said tract; thence South 08°04'00" West 11.39 feet along the easterly line of said tract to a point thereon, said point being the True Point of Beginning; thence South 08°04'00" West 36.61 feet continuing along said easterly line to a point thereon; thence North 77°32'51" West 123.75 feet; thence South 55 ° 17'25" West 23.89 feet; thence North 81 ° 19' 19" West 29.03 feet to a point on the centerline of Garfield Avenue, also known as Isabella Way, as shown on said map; thence North 08°17'36" East 56.07 feet along said centerline to a point thereon; thence South 77°32'51" East 170.23 feet to the True Point of Beginning. Containing 6,907 square feet. See Exhibit `C2' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion. is 0.99997476. PA2PTG010501\SURVEY\LEGA1 S\22188-22190_APN_118-171-025,026,039,&040\Legals\22190-3-TCE.doc 1 /21 /2013 Page 1 of 2 EXHIBIT A, PAGE 10 PS OMAS Prepared under the direction of 2/ Brian E. Bullock, PLS 5260 Date P:12PTG0105011SURVFYCl.TEGALS122188-22190_APN_118-17I-025,026,039,&0401Legals\22190-3= CCE.doc 1 /21/2013 Page 2 of 2 EXHIBIT A, PAGE 11 EXHIBIT C2 PARCEL# TITLE AREA A P N 22190-3 TCE 6907 SOFT. 118-171-025 ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY C/L STATIONING 7 8 9 280 1 2 3 4 SEE SHEET 2 FOR DETAIL PROPOSED R/W EXISTING R/W S81 ° 54'57"E 360.80' o POB - S79 02 59 E 311.39' Q - --- . — — w►wr.- - - "C" STREET T - __ _�_ . - _ _�.�� (A.K.A. SOFIA LANE) v L( 1 _. _ - - - ,__ _ - _ _ __..-._., � _ _ 1 1 LOT 7 T POE 1 18-1 71-040 � - _ _ -( �y � i I m y i` co I i I 1 18-1 71-039 1- o 1 y. 1 18-1 71 -026 1- I 1 18-1 71- 025 I I O D I I —1 1 o \ � I -1 i 1 ,/ R 1 ri -1 I I cZ I Z I0, 1 �1. 1 W 1 .o ._ .�. -- ' -►�- LLI 1118-171-091 1-I Q(di 118-171-038 1- 118-171-027 p z �11- 118-171-024 ( M O — MI W s oP00 i I 14.1 o o �� 118-171-092 j 118-171-037 �i 118-171-028 i 1 �I 0 118-171-023 J` p .- ;- j I q , z � N 118-171-036 m Ltd/��+-I N1 C.1 N1 �11°`"' l_ .1 N' o 11 18-1 71-093 I ( f Q 0 - - 1 18 1 71 022 o 1 SI 1- I 1 18-1 71-029 o Q V) — — 1 —1 1 i� ' —1 i -I I (D 1 i �� r 1 N81 ° 56'00'aW -- `° 1,r n11 118-171-035 -' I N 60` -, .,. 118-171-044 Q c�t1 118-171-030 I r 20.00 'DOC. �; 1 Q; ' N0. �- 201 0- 3 0043661 O.R.1 - 118-171-021ii I Z ! _, I I t CV 1118-171-045 �'�i I �1 o 118-171 -034 r 0 i v0 1 1 1 8-1 71 -031 1- 1 �1 1 1 1 8-1 71-020 o LEGEND a -1 I ©I ' -11 I _ 1 a. 0 - 1 ' ° 1 POB Indicates Point Of Beginning LOT 14 I 1 I- I1- ` 00 - 118-171-019 TPOB Indicates True Point Of Beginning 118-171-032 I � _ (R) Indicates Radial Bearing ( ) Title to State 1 1 1 1 Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 9 0- 3 TEMPORARY CONSTRUCTION EASEMENT i distances. All distances are in feet unless otherwise noted. FEET 0 50 100 200 300 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santia 92707 (714)481R 0053/(7014� 545-8 93 (Fox) DATE: 01-21-13 REV.: EA: OF540 FA*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO.TOTAL SHEETS 8 R I V 91 5.3 1 2 EXHIBIT A, PAGE 12 EXHIBIT C2 PARCEL# TITLE AREA APN 22190-3 TCE 6907 SOFT. 118-171-025 ROUTE 91 RIVERSIDE FREEWAY 118-171-047 EXISTING R/W PROPOSED R/W S79°02'59"E 311.39' POB TPOB N -___--� y. _ 51 „E .. iu��I u S 7 7 ° 32 1 70.2 �1 1 .39' ° 1401 �W�ttm.... . W ¢ r'-- 3' Ct111'` co ti © o in z , \ Lair i ; �h� N77°32'51 "W 1 23 ' N1 m :x : a,w .. 7 5 CL1 -_ 431 G' DOC. NO. 2010-0043661 O.R. — Lu Z Q N 8109.9 1 9"W r �� r°b o 1 tiS' — _ _ _ --t )y�'� � � v rno • M O rn Q o t` a0 1 0 •- _ N.p N O � Z,�a`1 • J I J-I .A 0' j?,, i ir -;zxO. . V O 0. O co CC `Q 1 18-1 71-024 °0 30' 1 .q N. LEGEND N � co POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( ) Title to State 1 1 1 1 Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 9 0- 3 TEMPORARY CONSTUCTION EASEMENT i �� distances. All distances ore in feet unless otherwise noted. FEET 0 15 30 60 90 PREPARED BY: P S ® M S 3 Hutton Centre Drive, Ste. 200Santo (714)481- N 53/(714 54598 B3 (Fax) DATE: 01-21-13 REV.: EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5.3 2 2 EXHIBIT A, PAGE 13 PROOF OF MAILING NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on July 25, 2014, I mailed a copy of the attached notice by first- class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as Assessor Parcel No. 118- 171-025 (CPNs 22190-1, 22190-2 and 22190-3): National Community Renaissance of California 9065 Haven Avenue, #100 Rancho Cucamonga, CA 91730 Dated: July 25, 2014. Record Owner tzt ,e'W4it Margaret L. Barnes 17 3 3 6.02100\910407 3.1 NOTICE OF HEARING TO CONSIDER ADOPTION OF A RESOLUTION OF NECESSITY Pursuant to Section 1245.235 of the California Code of Civil Procedure, you are hereby notified that at a regular meeting to be held on Wednesday, September 10, 2014, at 9:30 a.m., at the Riverside County Administration Building, Board of Supervisors Chambers, located at 4080 Lemon Street, Riverside, California, the Commission of the Riverside County Transportation Commission intends to consider adopting a Resolution of Necessity, authorizing the commencement of eminent domain proceedings for the acquisition of real property interests in property that, according to the last equalized county assessment roll, is owned by you. The public use for which this resolution of necessity will be considered is for the SR-91 Corridor Improvement Project in Riverside County, California. The definition of the property rights to be acquired, together with the legal descriptions and corresponding depictions, are attached to this notice. A hearing will be held at the time and place mentioned above. You have the right to appear and be heard on the following matters: 1. Whether the public interest and necessity require the project for which the property is sought to be acquired. 2. Whether the project is planned or located in the manner that will be most compatible with the greatest public good and least private injury. 3. Whether the property sought to be acquired by eminent domain and described in the Resolution of Necessity is necessary for the proposed project. 4. Whether the offer required by Section 7267.2 of the California Government Code has been made. 17 3 3 6.02100\910407 3.1 Pursuant to California Code of Civil Procedure section 1245.235(b)(3), your failure to file a written request with RCTC to appear and be heard within 15 days from the date that this Notice is mailed may result in the waiver of your right to appear and be heard on the above - stated matters and issues that are the subject of the hearing. ALL COMMUNICATIONS SHOULD BE ADDRESSED TO: Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, California 92501 DATE OF HEARING: PLACE OF HEARING: DATED: July 25, 2014. Wednesday, September 10, 2014 9:30 a.m. Riverside County Administration Building Board of Supervisors Chambers 4080 Lemon Street Riverside, California 92501 BEST BEST & KRIEGER LLP By: Mark A. Easter Kevin J. Abbott Attorneys for Riverside County Transportation Commission pEC EOWIE -u JUL 28 2014 RIVERSIDE COUNTY TRANSPORTATION COMMISSION 17336.02100\9104073.1 Legal Definitions of Property to be Acquired The following is a list of definitions of legal rights to be acquired by Riverside County Transportation Commission: "Permanent Wall Footing Easement" grants to RCTC, including its successors and assigns, a permanent easement to construct, maintain, operate repair, alter, replace, and remove footings, under, along and across the easement area. "Temporary Construction Easement (TCE)" refers to the right of RCTC, its successors and assigns, to engage in construction and related activities for the project. Such right shall be exercised for a period of 12 consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. 17336.02100\8415488.1 EXHIBIT A, PAGE 1 PS OMAS EXHIBIT `Al' LEGAL DESCRIPTION Caltrans Parcel No. 22188-1 Permanent Wall Footing Easement APN 118-171-040 In the City of Corona, County of Riverside, State of California, being a portion of Sofia Lane ("C" Street, Lots "D" and "L") as shown on the map of Tract No. 2687, filed in Book 48, Pages 65 and 66 of Maps, in the office of the County Recorder of said county, said portion of Sofia Lane having been vacated by Resolution No. 97-43 of The City of Corona recorded June 24, 1997 as Document No. 222392 of Official Records of said County, described as follows: Beginning at the northwesterly corner of said Tract No. 2687; thence South 81 °54'57" East 172.94 feet along the northerly line of said Tract No. 2687 to the intersection of said northerly line with the northerly prolongation of the centerline of Magdalena Circle (Grant Avenue, Lot "C") as shown on said Tract No. 2687; thence South 08°17'36" West 4.42 feet along said prolongation; thence North 81°25'05" West 172.92 feet to the westerly line of said Tract No. 2687; thence North 07°58'00" East 2.91 feet along said westerly line to the Point of Beginning. Containing 634 square feet. See Exhibit `A2' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. M:12PTG010501\S URVE Y1LE;GALS122188-22190_APN_118-171-025,026,039,&0401Lcaals122188-1-PE.doc 3/12C2014 Page 1 of 2 EXHIBIT A, PAGE 2 2 3 4 5 6 7 8' 9 10 11 12 13 14 15 16 17 18 19 20 21. 22' 23 24 25 26 27 28 29 30 31 PS OMAS Prepared under the direction of l k Jeremy L. Evans, PLS; 5282 Date i d- h1:UPTG010501\SURVEY \LE„GA',S122188-22190 APN_11S-171-025,026,039,&040\Legals \22188-1-PE:dx; 3/3/2014 Page 2 of.2 EXHIBIT A, PAGE 3 EXHIBIT A2 PARCEL# TITLE AREA APN 22188-1 ESMT 634 SOFT, 118-171-040 ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 ROUTE 91 RIVERSIDE FREEWAY FOR DETAIL 1 / C/L STATIONING I I 1 1 i 1 1 7 S 9 280 1 2 3 4 (2218B-1 EXISTING R/W PROPOSED R/W POB S81 °54'57"E 360.80' _ - S79°02'59"E 31 1 .39' --. = = -1 -I- i-I -t -1- 1-1-t i- I-1 - rl t- 1--I -t. 0 — I �("C"STREET) \\,---��rJ---�,^� II SOFIA LANE �. __ "� __ -co,r___ 1--------_, 1 LOT 7 \1•-t_J 118-171-042 ,r n1 / `_"-- +-_- 1,1 --' 1 w QT 118-171-039 4 118-171-026 4 I 1 118-171-025 o .0 �T -I 1 I Z W I w 1 18- 1 71-041 N N 1-1 W 1 18-1 71 -038 N 1 18- 1 71-027 }- z 31-0 1 18-1 71-024 i oLij U M 'coI >- 4. 1 U m >- ~� J to 1 � Nr o N z - O I L61 118--171-042 1 118-171-037 Li 1 18-1 71-028 --1 Lu } 1 18-1 71-023 114 O L , 0 —.I F- 1 6'6 i 1-- ....I o I-1 I D Q LOT 10 0 03 _I 1-u v o I Q �1 0,7 I to I 118-171-036 L0 � "' v IN � _ N N I (co N 0,57. _ � � N 1 18-1 71-043 1 1- 1 0 1 18-1 71-022 O F, F- 1 18-1 71-029 I 1 20�� ! .. I 4 ft�G� �1D� rl— 60' N81°56'00ii14Y ---1 a1 N 1 18-1 71-035, - tv - 1 18-1 71-044 I Q C-,1v 1 18-1 71-030 F 20. 00' I 4 IDOC. NO. 8; 1- 1 201 0- D 0043661 O.R. 118-171-021 ---1 -z 6 "z j y m 1118-171-045 ,1 IY v � I 118-171-034 1 18-1 71-020 co o1 y0 1 1 1- 1 18- 1 71-031 i_. (0 Q LEGEND o _i � 0 - POB Indicates Point Of Beginning LOT 111 p cc 1- 118-171-019 TPOB Indicates True Point Of Beginning 118-171-032 -1 N _. (R) Indicates Radial Beoring ( ) Title to State 11..LL Access Prohibited NOTES Coordinates and bearings ore on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 8 8- 1 PERMANENT WALL FOOTING EASEMENT distances. All distances are in feet unless otherwise noted. i FEET 0 50 100 200 300 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santa (714)481n 8053 17114)n54598883 (Fax) DATE: 01-21-13 REV.:2; 02-25-14 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5. 3 1 2 EXHIBIT A PAGE 4 EXHIBIT A2 PARCEL# TITLE AREA APN 22188-1 ESMT 634 SO.FT. 118-171-040 DETAIL "A" ROUTE 91 RIVERSIDE FREEWAY EXISTING R/W (22188-1 POB ° 581 54'57'E 360.80' — — 1 72.94' °25'05"W — N81 O 1 72.92' (V M Is- ("C" STREET) SOFIA LANE - vo O 1n o Z r I ♦ \\ \� °_a o' ; 1 18-1 71-040 111- _/ ti w I I 20' i w CO o 'COcc in o o z -. I I - i p i 22 i i _ OOQ36�1 0 .R ° ' 2 0A 2r v ' z ti I yi �5�� � �. 00 ° NO ° _��c� ��b Lir `. 1 18-1 71--041 23 , 30 o L01 i I I oD LEGEND ; = POB Indicates Point Of Beginning TP08 Indicates True Point Of Beginning (R) Indicates Radial Bearing C )Title to State 11JJ_ Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing ore grid distances. Divide by 0.99997476 to obtain ground 2 2 1 8 8- 1 PERMANENT WALL FOOTING EASEMENT distances. All distances are in feet unless otherwise noted. I FEET 0 15 30 60 90 PREPARED BY: PSOMAS 3 Hutton Centre Drive Ste. 200 (714)481n53 °40/(7alra59bbB3 (Fax) DATE: 01-21-13 REV.:2; 02-25-14 EA:OF540 FAQ: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5.3 2 2 EXHIBIT A PAGE 5 1 2 4 5 6 7 8 9 10 11 12 1.3 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PSOMAS EXHIBIT `BP LEGAL DESCRIPTION Caltrans Parcel No. 22188-2 Temporary Construction Easement APN 118-171-040 In the City of Corona, County of Riverside, State of California, being a portion of Tract 2687, as said tract is shown on that map, filed in Book 48 of Maps, Pages 65 and 66, in the office of the County Recorder of said county, described as follows: Beginning at the northwesterly corner of said tract; thence South 07°58'00" West 1.60 feet along the westerly line of said tract to a point thereon, said point being the True Point of Beginning; thence South 81°25'05" East 172.93 feet to a point on the northerly prolongation of the centerline of Grant Avenue, also known as Magdalena Circle, as shown on said map; thence South 08°17'36" West 56.50 feet along said centerline and its northerly prolongation to a point on said centerline; thence North 81 °25'05" West 27.78 feet; thence North 33°28'29" West 26.94 feet; thence North 81 °25'05" West 127.00 feet to a point on said westerly line; thence North 07°58'00" East 36.50 feet along said westerly line to the True Point of Beginning. Containing 7,043 square feet. See Exhibit ` 32' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, `Lone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. PA2PTC3010501\SURVEY\LEGALS122188-22190_APN_l I8-17t-025,026,039,&0401Legals122188-2-TCE.doc 1 /21/201"3 Page 1 of 2 EXHIBIT A, PAGE 6 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS Prepared under the direction of l 2/13 Brian E. Bullock, PLS 5260 Date P:12PTG0105011SURVEY \LEGA1. S122188-22190_APN_118-171-025,026,039,&040\Legals\22188-2= CCE.doc 121i2013 Page 2 of 2 EXHIBIT A, PAGE 7 EXHIBIT B2 PARCEL# TITLE AREA APN 22188-2 TCE 7043 50.FT. 118-171-040 ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 ROUTE 91 RIVERSIDE FREEWAY FOR DETAIL /C/1. STATIONING I I I i I I ► I 7 8 9 280 1 2 3 4 EXISTING R/W PROPOSED R/W POB i � 581 ° 54'57"E 360.80' — 579°02'59"E 31 1 .39' --, ,... a.,. _ — . _ (I i : n n " STREET AP.:` —lilt: "_ (A.K.A. SOFIA LANE]——_ �. I I ,��.-- --- i -- —— 1 LOT 7 \ i 1 `` 118-171-040 ' — nt , y._ I —_ I -_-_4_ -, co -1-----�I— 1118-17f-039 118-171-026 ro -��- I 118-171-025o I I _1 I 1 I 11-� — — — _.._. . i .. , ,. It:— I N I ..... r Th [) I I Cr, I 14j I I 1 3; V w 1 1 11 18-1 71 -041 Q r- I Y Q V1 1 18-1 71 -038 1- i 1 1 8-1 71-027 o f 2 Q i )p 1 18-1 71 -029 o� � �i ���� I _tI �i� 1 M w CO ?( > f I y C I 4 I n` >- I I I ' 41 , � to I t >- " - cr O 04 N I ;J 'W 118-171-092 ' 1118-1 71 -037 vI1 J 18-1 71-028 i i � 1 18-1 71-023 i. & 0 o 1- 1 6 Q � v r; r` 0 i cr , J i LOT 10 a I J'; v -- 1 0 Zi._ � co I N - , 1N;. 1 18-1 71-093 1 1 18-1 71-022 i O � f a i 1,18-1 71-029 i.zt 1 — — ( a 1,.... .0,0 .., 1 C7 I ' .SW,1 �1 1 N81 ° 56'00liN ---- ' 118-171-035 -ICi! -r 60 M ?i 118-171-094 Q 118-171-030 F- 20.00 Q DOC. N0. `� J �— ' 201 0— 41 , 1 I 0043661 q1 O.R.O.R., -� 118-171-021 Z 1 ' I , N 1118-1 71-045 `Z�, - i 1 18-1 71-034 I 1 1 18-1 71-020 o o 0 y0 1 18- 1 71-031 t 1 �yl 1 0 1 LEGEND t- -o'I _t' o — POB Indicates Point Of Beginning LOT 14 i I co m 1 1 o 118-171-019 „ o ^ TPOB Indicates True Point Of Beginning 118-171-032 I i -J U ^ (R) Indicates Radial Bearing ( ) Title to State III I Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distonces and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 TEMPORARY CONSTRUCTION 1 8 8— 2 EASEMENT distances. All distances are in feet unless otherwise noted. I FEET 0 50 100 200 300 PREPARED BY: P O M A S 3 Hutton Centre Drive Ste. 200 2707 71'ta Ano, 41491 8053/1714)S45ia -9893 (Fox) DATE: 01-21-13 REV.: EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO.TOTAL SHEETS 8 RIV 91 5.3 1 2 EXHIBIT A, PAGE 8 EXHIBIT B2 PARCEL# TITLE AREA APN 22188-2 TCE 7043 SO.FT. 118-171-040 ROUTE 91 RIVERSIDE FREEWAY 'ii EXISTING R/W POB S81 ° 5415711E 360.80' '. ,1,, ;a+s _;..; -{!Y� :w�r•:.,�uir.� ,�!!i?:' f S81 °25'05"E r,...�_�AC3't�-_.:.ir,�°7ia3ssia.:�,+.SE.`+vs€"a"cu., b-s-� ' . 1 72.93' o TPOB o,: O LO � - ___ • T,= �- ram.,+ ;P v "C" STREET _.._,_ to O� (A.K.A. SOFIA LANE) LC) r- N33°28'29"W �o 26.94' m Mo ' N81 °25'05"W 1 27.00' ocp I03 I 7 °° 1 18-1 71-040 ;- _A, , w I 27.78' 20' ; N81°25'05"W � 1 `° -O co �` I i I O 2 I W \-01 ' o�Ro Z �p0A36E\ Zp1 p 01 U 0~ .� • • Y z i1' I N(3" 0° -NJ S% c cf - 66 I ZQ >- I OQC . .{ r�I • Lu e, --I��'°, J � Co g — Q 118-171-041 ( ' L� 30 ' M o � �JS �- I I � ti 1 LEGEND 03 POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing j ( )Title to State 11 1 1 Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 8 8- 2 TEMPORARY CONSTRUCTION EASEMENT distances. All distances are in feet unless otherwise noted. I iiIi� FEET 0 15 30 60 90 PREPARED BY: P S O A S 3 Hutton Centre Drive, Ste. 200 Santa1481 8053/(7114)54592737 8883 (Fax) DATE: 01-21-13 REV.: EA: OF540 FAtt: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5. 3 2 2 EXHIBIT A, PAGE 9 PROOF OF MAILING NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on July 25, 2014, I mailed a copy of the attached notice by first- class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as Assessor Parcel No. 118- 171-040 (CPNs 22188-1 and 22188-2): National Community Renaissance of California 9065 Haven Avenue, #100 Rancho Cucamonga, CA 91730 Dated: July 25, 2014. Record Owner Margaret L. Barnes 17336.02100\9 l 04073.1 NOTICE OF HEARING TO CONSIDER ADOPTION OF A RESOLUTION OF NECESSITY Pursuant to Section 1245.235 of the California Code of Civil Procedure, you are hereby notified that at a regular meeting to be held on Wednesday, September 10, 2014, at 9:30 a.m., at the Riverside County Administration Building, Board of Supervisors Chambers, located at 4080 Lemon Street, Riverside, California, the Commission of the Riverside County Transportation Commission intends to consider adopting a Resolution of Necessity, authorizing the commencement of eminent domain proceedings for the acquisition of real property interests in property that, according to the last equalized county assessment roll, is owned by you. The public use for which this resolution of necessity will be considered is for the SR-91 Corridor Improvement Project in Riverside County, California. The definition of the property rights to be acquired, together with the legal descriptions and corresponding depictions, are attached to this notice. A hearing will be held at the time and place mentioned above. You have the right to appear and be heard on the following matters: 1. Whether the public interest and necessity require the project for which the property is sought to be acquired. 2. Whether the project is planned or located in the manner that will be most compatible with the greatest public good and least private injury. 3. Whether the property sought to be acquired by eminent domain and described in the Resolution of Necessity is necessary for the proposed project. 4. Whether the offer required by Section 7267.2 of the California Government Code has been made. 17336.02100\9104073. I Pursuant to California Code of Civil Procedure section 1245.235(b)(3), your failure to file a written request with RCTC to appear and be heard within 15 days from the date that this Notice is mailed may result in the waiver of your right to appear and be heard on the above - stated matters and issues that are the subject of the hearing. ALL COMMUNICATIONS SHOULD BE ADDRESSED TO: Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, California 92501 DATE OF HEARING: PLACE OF HEARING: DATED: July 25, 2014. Wednesday, September 10, 2014 9:30 a.m. Riverside County Administration Building Board of Supervisors Chambers 4080 Lemon Street Riverside, California 92501 BEST BEST & KRIEGER LLP By: Mark A. Easter Kevin J. Abbott Attorneys for Riverside County Transportation Commission 0)EV EWE JUL 28 20TLt RIVERSIDE COUNTY TRANSPORTATION COMMISSION J 17336.02100\9104073.1 Legal Definitions of Property to be Acquired The following is a list of definitions of legal rights to be acquired by Riverside County Transportation Commission. (The rights being acquired may be exercised mutually exclusive of each other.) "Fee," also known as fee simple or fee simple absolute, grants to RCTC absolute ownership of the portion of the property acquired. "Permanent Wall Footing Easement" grants to RCTC, including its successors and assigns, a permanent easement to construct, maintain, operate repair, alter, replace and remove footings, under, along and across the easement area. "Temporary Construction Easement (TCE)" refers to the right of RCTC, its successors and assigns, to engage in construction and related activities for the project. Such right shall be exercised for a period of 12 consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. 17336.02100\8415483.1 EXHIBIT A, PAGE 1 PSOMAS EXHIBIT `Al' LEGAL DESCRIPTION Caltrans Parcel No. 22189-1 Fee Acquisition APN 118-171-026 & 039 In the City of Corona, County of Riverside, State of California, being a portion of Tract 2687, as said tract is shown on that map, filed in Book 48 of Maps, Pages 65 and 66, in the office of the County Recorder of said county, described as follows: Beginning at the northwesterly corner of said tract; thence South 81°54'57" East 218.43 feet along the northerly line of said tract to a point thereon, said point being the True Point of Beginning; thence easterly, continuing along said northerly line the following two (2) courses: 1) South 81°54'57" East 142.37 feet and 2) South 79°02'59" East 141.47 feet to a point thereon, said point being the northerly terminus of the centerline of Garfield Avenue, also known as Isabella Way, as shown on said map; thence South 08°17'36" West 3.41 feet along said centerline to a point thereon; thence North 77°32'51" West 118.79 feet; thence North 81 °25'05" West 165.22 feet to the True Point of Beginning. Containing 325 square feet. See Exhibit `A2' attached hereto and made a part hereof. This conveyance is made for the purpose of a freeway and the Grantor hereby releases and relinquishes to the Grantee any and all abutter's rights or access, appurtenant to Grantor's remaining property, in and to said freeway. PA2PTG010501 \SURVEY\LEGALS\22188-22190_APN_118-171-025,026,039,&040\Leeals\22189-1-Fee.doe 1/21/2013 Page I of 2 EXHIBIT A, PAGE 2 PS oMAS The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of /.-2/ 7? Brian E. Bullock, PLS 5260 Date PA2PTG010501\SURVEY\LEG ALS\22188-22190_APN_ 118-171-025,026,039,&040\Legals\22189-1-Fee.doc 1/21/2013 Page 2 of 2 EXHIBIT A, PAGE 3 EXHIBIT A2 PARCEL# TITLE AREA APN 22189-1 FEE 325 SOFT. 118-171-026 & 039 'i\ ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 ROUTE 91 RIVERSIDE FREEWAY FOR DETAIL / C/L STATIONING 7 8 9 280 1 2 3 4 EXISTING R/WI i�# PROPOSED R/W POB S81°54'57"E 360.80' _ -- _ S79°02'59"E 311.3W -.� 21 8.43' TPOB — ,"' - - -1 "C" STREET . _ _ ..——.,�..—.� —— (A.K.A. SOFIA � LANE) -- �--� I —-------...-- S _ /`i -- ,�- I Li17 7 ` 118-171-040 y 1- -r N-+-i--_.�� I co.�__ �i----___, °p 1 F i 1 -1-- �- - -6 q 1 1 18-1 71-039 _1 1 1 18-1 71-026 - 0 I I j 1 18-1 71-025 1 I I l -I- .....+ .z 1 -1 — -1 � T T I W Q k � )-il 1 18-1 71-041 I Q 1-1 Y Q U 1 18-1 71 -038 tD�1' 1- i 1 18-1 71-027 Z Q 1 18-1 71 -024 o 00 I ol 'Q� Q (? .,. i _iI i _ W J th_ co O q- 1 " Q-0 q 1> I I Q a] O N ^IUi w-1_ in W 1 18-1 71-042 I 118-171-037 118-171-028 1 � 1- 118-171-023 o o -J r- 1 60 1- I --i 1 I ~O �I �Ia LOT IO �` �_pp Z /� i N I �yi i P11,S, ^I W Y I)- N�.: 1 18-1 71-043 1 1 I • 1 18-1 71-022 o � 191 118-171-029 0 � � i 2 -• -- j ; i 20. N 0. 1 a f f �G 1-1 60' ro N81 ° 56'00W -- .o ,` 1 18-171 cv i i 118-171 -044 Q -035 iCr31 118-171-030 1-. 20.00 i DOC. NO. 0I F- 201 0- of i 0043661 �I O.R., i -' 118-171-021 Z ,\ Q I hi 1I18-1 71-045 `I' cc,. -0 rni j O ,� I 1 18-1 71 -034 -1I o I ye'I ,_.1 1 18- 1 71-031 -.1 ( 1 I q 1 18-1 71 - 020 0 1 LEGEND _iI �I - o 0 - ° POB Indicates Point Of Beginning i LOT lc} - co 0 118-171-019 oo TPOB Indicates True Point Of Beginning I 118-171-032 i I _ v) - (R) Indicates Radial Bearing ( ) Title to State lilt Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 8 9- 1 FEE ACOUISITION distances. All distances are in feet unless otherwise noted. I pl i FEET 0 50 100 200 300 PREPARED BY: P O M A S 3 Hutton Centre Drive, Ste. 200Santa , California 2707 (714)481',-0053/(714)54598883 (Fox) DATE: 01-21-13 REV.: EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5. 3 1 2 EXHIBIT A, PAGE 4 EXHIBIT A2 PARCEL# TITLE AREA APN 22189-1 FEE 325 SOFT. 118-171-026 & 039 ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY C/L STATIONING I I 1 I 9 280 1 2 LINE TABLE L1 - S08° 1 7'36"W 3.41 ' EXISTING R/W POB TPOB ;.$- PROPOSED R/W S81°54'57"E 360.80' S79°02'59"E 311.39' --- 218.43' 142.37' 41 47' r C- N81 °25'05"W 1 65.22' V "- •"" 0 118.79' ��JC= L "C" STREET *_� (A.K.A. SOFIA LANE) , .-- _._._— ____-- — 1/ 1 LOT 21 I N77°32'51 "W .� _.- : _ ) N. —1- ul N 0 1 ti Ir I\\ I- I � I -- I I ^;/118-171 t 1040 c I I 1 18-1 71-026 LOT a 1 I LOT 22 1 ) 1 18-1 71-039 ) ' w=--- I� i I i I —.. -II — i W Q I i 6-be' � s 60 '1 N.I. cc ,-� 118-171-038 M'5' LO7 LOT 23 1 Q�WI 9 . L;1 lC • --1 J I 1-1-1 --� , 118-171-041 2 QQCcI %°S •pi VO' i iI 1]B-171-027 2 Q oo Fo^r Q I� 4U-0 LOT 20 >r 3Z I I 1 Q \ I i LOT 24 i DOC . NO. 201 0- I I W; 0043661 I O.R. o f I LA -.1 w m M N in i J I ^ r` { I 1 18-1 71 �042 1 118-171-037 1 - 1 18-1 71-028 I -- <T I-- I I (1 QI OC (4" I 4 1 610 i I ,Ol I � .., 03 __Ij 1 LOT 19 i NI LOT 10 Q LEGEND ; ; • 1� Q POB Indicates Point Of Beginning 118-171-0316 I 118-171-029 ( 11- TPOB Indicates True Point Of Beginning IR) Indicates Radial Bearing LOT 12 1 i LOT 11 i 10 I_I ( )Title to State 1 1) I Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 8 9- 1 FEE ACQUISITION distances. All distances are in feet unless otherwise noted. �� FEET 0 30 60 120 180 PREPARED BY: PSOMAS 3 Hutton Centre Drive Ste. 200 Santa A, Califonia 2707 (714)481'-8053/(714)545-8883 (Fax) DATE: 01-21-13 REV.: EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5.3 2 2 EXHIBIT A, PAGE 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PSOMAS EXHIBIT TV LEGAL DESCRIPTION Caltrans Parcel No. 22189-2 Permanent Wall Footing Easement APN 118-171-026 & 039 In the City of Corona, County of Riverside, State of California, being a portion of Sofia Lane ("C" Street, Lot "D") as shown on the map of Tract No. 2687, filed in Book 48, Pages 65 and 66 of Maps, in the office of the County Recorder of said county, said portion of Sofia Lane having been vacated by Resolution No. 97-43 of The City of Corona recorded June 24, 1997 as Document No. 222392 of Official Records of said County, described as follows: Beginning at the northwesterly corner of said Tract No. 2687; thence South 81 °54'57" East 172.94 feet along the northerly line of said Tract No. 2687 to the intersection of said northerly line with the northerly prolongation of the centerline of Magdalena Circle (Grant Avenue) as shown on said Tract No. 2687, said intersection also being the True Point of Beginning; thence continuing South 81 °54'57" East 45.49 feet along said northerly line; thence South 81 °25'05" East 165.22 feet; thence South 77°32'51" East 118.79 feet to the centerline of Isabella Way (Garfield Avenue), as shown on said Tract No. 2687; thence South 08°17'36" West 3.51 feet along said centerline; thence North 77°32'51" West 72.88 feet; thence North 79°15'22" West 47.58 feet; thence North 81°25'05" West 208.96 feet to said northerly prolongation of the centerline of Magdalena Circle; thence North 08°17'36" East 4.42 feet along said northerly prolongation to the True Point of Beginning. Containing 1,452 square feet. See Exhibit 132' attached hereto and made apart hereof. M:\2PTG010501\SURVEYILEGALS\22188-22190 APN_118-171-025,026,039,&04011,egals\22189-2-PE.doc 3/12/2014 Page 1 of 2 EXHIBIT A, PAGE 6 3 4 5 6 7 8 9 1a 1I 12 13 14 15 16 17 1s 19 20 21 22 23 24 25 26 27 28 29 30 31 PSOMAS The distances described herein are grid distances and are based on California Coordinate' System of 1983,;Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of Jeremy L. Evans, PLS 5282 Date` 201 d-- eM:12PTG010501\SURVEYII;EGALS122188-22190_APN_118-171-025,026,039,Rr04011.egals122189-2-PE;doe 3t312014 Page 2 of 2 EXHIBIT A, PAGE 7 EXHIBIT A2 PARCEL# TITLE AREA APN 22189-2 ESMT 1452 SOFT. 118-171-026 & 039 ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 ROUTE 91 RIVERSIDE FREEWAY FOR DETAIL / C/L STATIONING I I I I I ( I 7 8 9 280 1 2 3 4 EXISTING R/W (22189-2) PROPOSED R/W POB 581°54'57"E 360.80' , S79°02'59"E 311.39' 172.94' f. TPOB \ J("C"= STREET) _ SOFIA LANE -`� 1--------_ �`, - � -- _ - - =� 1 I LOT 7 118-171-040 y1- _ --1 +-Ii----��_� __ �"-^---_ .__ 1-v _i 70 J r i t118-171-039 I 118-17f-026 0~ I 118-171-025 n n i Ww 1 yI ,, W p a; u1 'ro 118-171-041 r-I � V I118-171-038 1-j 118-171-027 6 Z , ip 118-171-024 o �- _1i a.- � 1 p1 _a 41 's 1� ,� co O- 00 �- r I sJ I I 0,1)... Q Q I -II LD >• 3 - O - tn w 1 18-1 71-042 I ill$-171-037 IU 118-171-028 � i r w 118-171-023 J p ° J 1-- ( 60' • 1-- I -.I I o ti ~O _1 I I LOT 10 p u Q v Q �} 5�-I I Z '� � � �jv. O toi 118-171-036 min Iq 42/ozz °o - N 1yI ,04 _1 118-171-022 N o 118-171-043 -, I 1 SIN rl 1 0 b l� I 118-171-029 i __ fin, 2c> 31 �t _1 0, f r i 60' N81 °56'00"/W -- -� '° I N 1 18- 1 71-035 - _ 1 Irv) 1 18-1 71-044 1 1 1csi 1 18-1 71-030 I 20.00' DOC. N0. ;; I-- 2010- 4� 0043661 qi O.R.; � 118-171-021� 1z 1 1 1 '�I � 1 i 1 N rn 1 18-1 71-045 �' --1 -1 p 4 1� 1 1 18-1 71-034 1 1-. 118-171-020 o N. 1` 1 FI 118-171-031 1_,1 (� 1 q p 1 LEGEND �� �I o r- _� POB Indicates Point Of Beginning 1 LOT 14 1 IF co ca 1)8-171-032 I o 1 18-1 71-019 p TPOB Indicates True Point Of Beginning I 1 1 J (r) •- (R) Indicates Radial Bearing ( ) Title to State till Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing ore grid distances. Divide by 0.99997476 to obtain ground 2 2 1 8 9- 2 PERMANENT WALL FOOTING EASEMENT distances. All distances are in feet unless otherwise noted. I FEET 0 50 100 200 300 PREPARED BY: PSOMAS 3 Hutton Centre Drive Ste. 200 Santo Aa, California 2707 (T141A 1n 8053/(7141SA5§8883 (Fax) DATE: 01-21-13 REV.:2; 02-25-14 EA:0F540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5. 3 1 2 EXHIBIT A PAGE 8 EXHIBIT B2 PARCEL# TITLE AREA APN 22189-2 ESMT 1452 SOFT. 118-171-026 & 039 ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY / C/L STATIONING I I I I 9 280 1 2 LINE TABLE DETAIL "A" L1 - S08°17'36"W 3.51' L2 - N08° 1 7'36"E 4.42' EXISTING R/W PROPOSED R/W 22189-2) POB TPOB - 1 72.94' S81 ° 54'57"E 360.80' 7--- S79° 02'59"E 31 1 .39' S81 °25'05"E 165.22' S77°32'51 "E 4 5.4 9' 1 18.79' L 2 N81 °25'05"w 208.96' • `� c= _ -- "C" STREET `l —_ SOFIA LANE +/ + —�I LDTz1 N79° 1 , 1 5'22"W 72\88' �l L 1 tel �, N- I _ to I ._ I 47.58, i/ 118-171-1040 1 — � 1 t I 118-171-026 LOT 8 1 I LOT 22 118-171-039 I t + � 1 W + I I I O LaJ 'ct I Zw I 42'/ o I I 60' N O I 1 18- �, N\' LOT 9 I � LO"r 23 Q � � I 1 71-038 I I i- -, 143 �, I 1 1 w II-- 0 ° 118-171-041 Z S-1 Q� I �, » c� y I I 118-171-027 1 I Z Iq o Z , Q(DC.) 1 ct �I � i �� LOT 20 i m - r4 1 LOT 24 I r�l i DOC . NO. 201 0- i 1 >- 0043661 O.R. ; 4 f W 3 Q 0 1 1 i In 118-171-1042 j 118-171-037 j Q 118-171-028 1 � W^ 11- 1 -I o 1 a m CO I i LOT 19 LOT 1 D i ` il: 1 LEGEND I ; I ; • .. iL POB Indicates Point Of Beginning 118-171-036 118-171-029 + II- TPOB indicates True Point Of Beginning (R) indicates Radial Bearing LOT 18 i LOT II I_1 ( ) Title to State J_LJ,_ Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 8 9- 2 PERMANENT WALL FOOTING EASEMENT distances. All distances are in feet unless Otherwise noted. I �� FEET 0 30 60 120 180 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 (7141481'-B053J171141545California 9 8883 (Fax) DATE: 01-21-13 REV.:2; 02-25-14 EA: OF540 FA*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5. 3 2 2 EXHIBIT A PAGE 9 PSOMAS EXHIBIT `CI' LEGAL DESCRIPTION Caltrans Parcel No. 22189-3 Temporary Construction Easement APN 118-171-026 & 039 In the City of Corona, County of Riverside, State of California, being a portion of Tract 2687, as said tract is shown on that map, filed in Book 48 of Maps, Pages 65 and 66, in the office of the County Recorder of said county, described as follows: Beginning at the northwesterly corner of said tract; thence South 81 °54'57" East 172.94 feet along the northerly line of said tract to a point thereon, said point being the intersection of said northerly line with the northerly prolongation of the centerline of Grant Avenue, also known as Magdalena Circle, as shown on said map; thence South 08°17'36" West 3.10 feet along said prolongation of said centerline to apoint thereon, said point being the True Point of Beginning; thence South 81 °25'05" East 210.57 feet; thence South 77°32'51 " East 118.92 feet to a point on the centerline of Garfield Avenue, also known as Isabella Way, as shown on said map; thence South 08°17'36" West 49.34 feet along last said centerline to a point thereon; thence North 77°58'55" West 30.77 feet; thence North 36° 13'39" West 19.61 feet; thence North 77°32'51 " West 75.77 feet; thence North 81 °25'05" West 164.01 feet; thence South 54°08'06" West 28.56 feet; thence North 81 °25'05" West 24.65 feet to a point on said centerline of Grant Avenue; thence North 08°17'36" East 56.50 feet along last said centerline and said northerly prolongation of last said centerline to the True Point of Beginning. Containing 13,209 square feet. See Exhibit `C2' attached hereto and made a part hereof. P:12PTG010501 \ SURVEY \LEGAL S\22188-22190_APN_ 1 l8-171-025,026,039,&040\Legals22189-3-TCE.doe 1 /21 /2013 Page 1 of 2 EXHIBIT A, PAGE 10 PS OMAS The distances described herein are grid distances and are based on California Coordinate System of 1983,.Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of f Brian E. Bullock, PLS 5260 Date P•\2PTG010501 \SU RVEY\LEGALS\22188-22190_APN_ 118-171-025,026,039,&0401Legals\22189-3-TCE.doc 1 /21 /2013 Page 2 of 2 EXHIBIT A, PAGE 11 EXHIBIT C2 PARCEL* TITLE AREA APN 22189-3 TCE 13209 SOFT. 118-171-026 & 039 ROUTE 91 RIVERSIDE FREEWAY SEE SHEET 2 ROUTE 91 RIVERSIDE FREEWAY FOR DETAIL / C/L STATIONING 8 9 280 1 2 3 4 EXISTING R/W 89 PROPOSED R/W POB S81 ° 54'57"E 360.80' _ .— — ` S79°02'59"E 311 -39' --, - r0.. . _ r _ ..... "C" - v — _ - 1 STREET �_—.�_,� _� --� 1 (AKA SOFIA - - - .�-.rt.,;,...*• w-. � LANE) �-� ....� „..�, � .., 1 LOT 7 ` �_� 118-171-040 � t+t`_` -�_. ,_1,_______ �.- co 4 i 1 118-171-039 Li I 1 118-171-026 oT�. � 118-171-025 0 i -1 I 1�. v �, r.. 1y) ' - z -.I I L iJ D I ni I ' 1 cr LLI ,z-1- $ .o I 1• V C0 7 18-1 71-041 1—.• c= Q VI 1 18-1 71-038 1-. 1 1 18-1 71-027 o z � 1 18-1 71-024 , --1 . t p �1 -I I f -t I� W I03 M 00 I W , o -J 118-171-042 118-171-037 118-171-028 i i 118-171-023 ice`' p 1- 60 F.,i� o r` a i a 1 -3 LOT 10 IQ p I`1., v O 'Q -1 I -I Q_ J I Q O 1 z • F- Co p iy 118-171-036 i- -1 '° j11�/� ;j Y ! ic\1`' o N i *-1N �° �` 118-171-043 i • 1^ 118-171-022 1 0 o del o1 118-171-029 p i Q Q_ 1 qN -, T` i N81 ° 56'00"�UV is -- 1 18-1 71-044 .1) " is .Q 1 18-1 71-035 -' [wi 1 18-1 71-030 N 60' - (---- r> - i r. 20. 00' DOC . NO. q h. ; 201 0- �Q 1 0043661 q O.R. �1 ; -1 1 18-1 71-021 I•. + -a z ' 1t18-1 71-045 �� -1 m � 0 ( 11 18-1 71-034 1 I r 118-171-020 ' O O o 1 I 1 118-171-031 I i q 1 LEGEND �' Qt 1 i _a / o ,- 1,- I I--__-1 °� POB Indicates Point Of Beginning 9 9 1 LOT 14 l a� 1 1 0 1 18-1 71 -019 o TPOB Indicates True Point Of Beginning 178-171-032 1 i _i In - (R) Indicates Radial Bearing ( )Title to State 1 LL_ Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1 8 9- 3 TEMPORARY CONSTRUCTION EASEMENT distances. All distances are in feet unless otherwise noted. ` FEET 0 50 100 200 300 PREPARED BY: PSOMAS 3 Hutton Centre Drive Ste. 200 Santo (7104BlAna, 8053/(7114)545-8883 (Fox) DATE: 01-21-13 REV.: EA: OF540 FAQ: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 5.3 1 2 EXHIBIT A, PAGE 12 EXHIBIT C2 PARCEL# TITLE AREA APN 22189-3 TCE 13209 SOFT. 118-171-026 & 039 LINE TABLE L1 - S08° 1 7`36"W 3.10' L2 - 508°17'36"W 49.34' L3 - N36° 1 3'39"W 1 9.61 ' L4 - S54°08'06"W 28.56' ROUTE 91 RIVERSIDE FREEWAY 'i L 5 - N08° 1 7'36"E 56.50' / C/L STATIONING 9 280 1 2 ROUTE 91 RIVERSIDE FREEWAY EXISTING R/W PROPOSED R/W �-.: POB S81°54'57"E 360.80' S79°02'59"E 311.39' 172.9 _._.. L 1� S81 ° 25'05"E 210.57' _ o ' S77° 32'51"E�=11=fle `F "C" STREET i_fil TPOB (A.K.A. SOFIA LANE) 118.92' - `l _ � N81 25 05 W 10�.01 LOT 1 I N77°32'51" 75,77'W ,��Ot �' Nin � Iq I-' 1 18- 1 71 -1040 L4 21 I 1 I I _ ,_ i/ 24.65 118-171-039 I I LOT 8 1 co l j LOT 22 N181 25 05'W I 118-171-026 00.771 N77 58'515 W ^ I LIJ I \ I I —T �} 11 1 W Q I I Z---1 I I L��/ 65_ hr° � I 6� � N O 1 ° ' , W w 1 18-1 ��, M LOT 9 LT 23 OI R Q 1 71-038 I I t ,_ .n I_ 1.r) I J J I 1 I I 14 Q= i 118-171-041 z QCJCci �), ��� i i 118-171-027 i Z Q 7 I� Z i r 7��'i Lij `iRr I Or 20 I I .- — 1 I I I LOr 2� i c I i DOC. NO. 2010- ; I I >-' 0043661 O.R. ; q �I I 14 � a3 o 1 ;u' I 1 ,� I 118-171-042 118-171-037 1 J1 118-171-028� i " Q^ IF-. 1 I c1 IY cn io 610 1 I i I ' 1 I 01 � � co 1� rs I LOT 19 I ( LOT 10 N1 ,,i i l LEGEND � ' I I '`• POB Indicates Point Of Beginning 1 18-1 71 -0316 1 1 8-1 71 -029 8 TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing LOT 18 1 i LOT 11 ( ) Title to State I I ( ) Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 1.8 TEMPORARY CONSTRUCTION 9 - 3 EASEMENT distances. All distances are in feet unless otherwise noted. ( FEET 0 30 60 120 180 PREPARED BY: PSOMAS 3 Hutton Centre Drive Ste. 200 Sonto Ana, California 92707 (714)481 A053/(7114)545-8863 (Fax) DATE: 01-21-13 REV.: EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO.TOTAL SHEETS 8 R I V 91 5. 3 2 2 EXHIBIT A, PAGE 13 PROOF OF MAILING NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on July 25, 2014, I mailed a copy of the attached notice by first- class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as Assessor Parcel Nos. 118-171-026 and 118-171-039 (CPNs 22189-1, 22189-2 and 22189-3): National Community Renaissance of California 9065 Haven Avenue, #100 Rancho Cucamonga, CA 91730 Dated: July 25, 2014. Record Owner Margaret L. Barnes 17 3 3 6.02100\910407 3.1 PROOF OF MAILING NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on July 25, 2014, I mailed a copy of the attached notice by rust - class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as Assessor Parcel Nos. 118-171-026 and 118-171-039 (CPNs 22189-1, 22189-2 and 22189-3): National Community Renaissance of California 9065 Haven Avenue, #100 Rancho Cucamonga, CA 91730 Dated: July 25, 2014. Record Owner Margaret L. Barnes 17336.02100\9104073.1 Indian Wells (760) 568-2611 Irvine (949) 263-2600 Los Angeles (213) 617-8100 Ontario (909) 989-8584 BEST BEST & KRIEGER ATTORNEYS AT LAW 3390 University Avenue, 5th Floor, P.O. Box 1028, Riverside, CA 92502 Phone: (951) 686-1450 I Fax: (951) 686-3083 I www.bbklaw.com Margaret L. Barnes (951)826-8357 margaret.barnes@bbklaw.com File No. 17336.02100 August 12, 2014 Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, California 92501 pliEcEriw AUG 1„ 3 21:114 RIVERSIDE COUNTY TRANSPORTATION COMMISSION Re: Notice of Hearing to Consider Amending a Resolution of Necessity, as to Pearl Street Properties, LLC, APNs 115-060-013, 115-060-015, 117-270-005 and 117-270-013 (CPNs 22275-5, 22275-9, 22275-10 and 22275-11) RCTC/SR91 OP Project Sacramento (916) 325-4000 San Diego (619) 525-1300 Walnut Creek (925) 977-3300 Washington, DC (202) 785-0600 Dear Jennifer: VIA HAND DELIVERY COON No. k3--011 Attached is the original Notice of Hearing to Consider Amending a Resolution of Necessity, with proof of mailing, of the hearing scheduled for September 10, 2014, as to fee, temporary construction easement, permanent drainage easement and temporary access easement interests for property sought for the project. This notice is being provided for your use in noting the date of mailing at the hearing. Please do not hesitate to contact me, should have any questions. Very truly yours, d/e..d-G Margaret L. Barnes Senior Litigation Paralegal for BEST BEST & KRIEGER LLP Attachment 17336.02100\9158159.1 NOTICE OF HEARING TO CONSIDER AMENDING A RESOLUTION OF NECESSITY Pursuant to Section 1245.235 of the California Code of Civil Procedure, you are hereby notified that at a regular meeting to be held on Wednesday, September 10, 2014, at 9:30 a.m., at the Riverside County Administration Building, Board of Supervisors Chambers, located at 4080 Lemon Street, Riverside, California, the Commission of the Riverside County Transportation Commission intends to consider adopting a Resolution to amend Resolution of Necessity 13-011 adopted on June 12, 2013 to add additional property interests and authorize the commencement of eminent domain proceedings for the acquisition of said additional real property interests in property that, according to the last equalized county assessment roll, is owned by you. The public use for which this resolution of necessity will be considered is for the SR-91 Corridor Improvement Project in Riverside County, California. The definition of the additional property rights to be acquired, together with the legal descriptions and corresponding depictions, are attached to this notice. A hearing will be held at the time and place mentioned above. You have the right to appear and be heard on the following matters: 1. Whether the public interest and necessity require the project for which the property is sought to be acquired. 2. Whether the project is planned or located in the manner that will be most compatible with the greatest public good and least private injury. 3. Whether the property sought to be acquired by eminent domain and described in the Resolution of Necessity is necessary for the proposed project. 17336.02100\9146997.1 4. Whether the offer required by Section 7267.2 of the California Government Code has been made. Pursuant to California Code of Civil Procedure section 1245.235(b)(3), your failure to file a written request with RCTC to appear and be heard within 15 days from the date that this Notice is mailed may result in the waiver of your right to appear and be heard on the above - stated matters and issues that are the subject of the hearing. ALL COMMUNICATIONS SHOULD BE ADDRESSED TO: Jennifer Harmon Clerk of the Board Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor Riverside, California 92501 DATE OF HEARING: PLACE OF HEARING: DATED: August �Z, 2014. Wednesday, September 10, 2014 9:30 a.m. Riverside County Administration Building Board of Supervisors Chambers 4080 Lemon Street Riverside, California 92501 BEST BEST & KRIEGER LLP By: Mark A. Easter Gregory G Snarr Attorneys for Riverside County Transportation Commission 17336.02100\9146997.1 Legal Definitions of Property to be Acquired The following is a list of definitions of legal rights to be acquired by Riverside County Transportation Commission: (The rights being acquired may be exercised mutually exclusive of each other.) "Fee" also known as fee simple or fee simple absolute, grants to RCTC, absolute ownership of the property. "Temporary Construction Easement" (TCE) refers to the right of RCTC, its successors and assigns, to engage in construction and related activities for the project. With respect to CPN 22275-11, such right shall be exercised for a period of thirty-six (36) consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. The duration of the rights under this easement shall not extend beyond November 6, 2017, or upon filing of a Notice of Completion, whichever is earlier. Property Owner shall not cause, directly, indirectly or negligently, any interference with or harm to the rights conveyed hereunder. "Permanent Drainage Easement" refers to a perpetual drainage easement in favor of RCTC, its successors and assigns, together with a right of way upon, through, under, over and across the hereinafter described real property for the installation, construction, maintenance, repair, replacement, reconstruction, and inspection of an underground enclosed storm drainage system including any all structures and appurtenances incidental thereto designed to convey storm water runoff. Property Owner may use the surface of the easement area for parking and to traverse over in a manner that will not interfere with or be detrimental to the use of said easement and right-of- way by RCTC, its successors and assigns. Property Owner shall not erect or construct, or permit to be erected or constructed, any building, structure or improvement on, over, or under any portion of the easement, or plant trees or any other vegetation on any portion of the easement except with the prior written consent of RCTC, its successors and assigns. RCTC shall have the right to trim, cut or clear away any trees, brush, or other vegetation from time to time as determined in its sole discretion, without payment of additional compensation. No other easements shall be granted on, under or over the easement without the prior written consent of RCTC, its successors and assigns. 17336.02100\8791311.1 EXHIBIT A, PAGE 1 Property Owner shall not cause, directly, indirectly or negligently, any interference with or harm to the rights conveyed hereunder. "Temporary Access Easement" refers to a non-exclusive temporary easement and right of way in favor of RCTC, its successors and assigns, together with the right to traverse and maintain an access way to access RCTC owned facilities and/or construction sites, as determined necessary by RCTC, together with all necessary rights incidental thereto, on, over, under, and across the property in connection with the exercise of any easement rights described herein. Property Owner shall not erect or construct, or permit to be erected or constructed, any building, structure or improvement on, over, or under any portion of the easement, or plant trees or any other vegetation on any portion of the easement except with the prior written consent of RCTC, its successors and assigns. RCTC shall have the right to trim, cut or clear away any trees, brush, or other vegetation for the duration of the easement as determined in its sole discretion, without payment of additional compensation. No other easements shall be granted on, under or over the easement without the prior written consent of RCTC, its successors and assigns. Such right shall be exercised for a period of thirty-six (36) consecutive months, beginning no fewer than 72 hours after the date that RCTC provides written notice of commencement of possession to the property owner. The duration of the rights under this easement shall not extend beyond November 6, 2017, or upon filing of a Notice of Completion, whichever is earlier. Property Owner shall not cause, directly, indirectly or negligently, any interference with or harm to the rights conveyed hereunder. 17336.02100\8791311.1 EXHIBIT A, PAGE 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS EXHIBIT `E1' LEGAL DESCRIPTION CaItrans Parcel No. 22275-5 Temporary Access Easement APN 115-060-013, 015 and 117-270-005, 013 In the City of Corona, County of Riverside, State of California, being a portion of the land described as Parcels 1, 2, 3 and 4 in the Quitclaim Deed recorded August 2, 2006 as Document No. 2006-0565691 of Official Records of said County, described as follows: Beginning at the southeasterly corner of said Parcel 2; thence North 81°40'38" West 161.21 feet along the general southerly line of said Parcel 2 to a point on the easterly line of the land described in the Final Order of Condemnation entered September 29, 1915, in Case No. 6889, Superior Court of said Riverside County, a Certified Copy thereof being recorded October 4, 1915 in Book 427, Page 282 of Deeds, Records of said County, said point also being the beginning of a non -tangent curve concave northeasterly having a radius of 176.53 feet, to which point a radial line bears South 37°58'42" West; thence northwesterly along said curve and said easterly line 83.74 feet through a central angle of 27° 10'45" to a point on said easterly line, said point being the True Point of Beginning; thence continuing northwesterly along last said curve and said easterly line 29.96 feet through a central angle of 09°43'31" to a point thereon; thence South 80°17'36" East 46.41 feet to the beginning of a curve concave northerly having a radius of 224.00 feet; thence easterly along said curve 24.60 feet through a central angle of 06°17'32"; thence South 86°35'08" East 123.46 feet to the beginning of a curve concave southerly having a radius of 1,686.00 feet; thence easterly along said curve 151.42 feet through a central angle of 05°08'45" to the beginning of a compound curve concave southerly having a radius of 500.00 feet; thence easterly along said curve 63.00 feet through a central angle of 07° 13'08"; thence South 74°13'16" East 50.63 feet to the beginning of a curve concave northerly having a radius of 350.00 feet; thence easterly along said curve 65.39 feet through a central angle of 10°42'19" to the beginning of a compound curve concave MA2PTG010501\SURVEY\LEGALS\22275 APN_117-270-005 and 013_115-060-013 and 015ROSEVILLE\Legals\22275-5- Access.docx 4/22/20I4 Page 1 of 3 EXHIBIT A, PAGE 3 PS OMAS northerly having a radius of 1,432.00 feet; thence easterly along said curve 137.16 feet through a central angle of 05°29'16" to the beginning of a compound curve concave northerly having a radius of 375.00 feet; thence easterly along said curve 169.53 feet through a central angle of 25°54'09" to the beginning of a reverse curve concave southerly having a radius of 325.00 feet; thence easterly along said curve 154.43 feet through a central angle of 27°13'30"; thence South 89°05'30" East 63.16 feet; thence South 02°32'29" West 25.01 feet; thence North 89°05'30" West 62.45 feet to the beginning of a curve concave southerly having a radius of 300.00 feet; thence westerly along said curve 142.55 feet through a central angle of 27°13'30" to the beginning of a reverse curve concave northerly having a radius of 400.00 feet; thence westerly along said curve 180.83 feet through a central angle of 25°54'09" to the beginning of a compound curve concave northerly having a radius of 1,457.00 feet; thence westerly along said curve 114.83 feet through a central angle of 04°30'56" to the beginning of a compound curve concave northerly having a radius of 400.00 feet; thence westerly along said curve 80.25 feet through a central angle of 11 °29'40"; thence North 74°24'15" West 34.28 feet to the beginning of a curve concave southerly having a radius of 400.00 feet; thence westerly along said curve 35.97 feet through a central angle of 05°09'10" to the beginning of a compound curve concave southerly having a radius of 1,660.00 feet; thence westerly along said curve 203.64 feet through a central angle of 07°01'43 "; thence North 86°35'08" West 123.46 feet to the beginning of a curve concave northerly having a radius of 250.00 feet; thence westerly along said curve 27.46 feet through a central angle of 06°17'32"; thence North 80°17'36" West 31.59 feet to the True Point of Beginning. Containing 26,164 square feet. See Exhibit `E2' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983, Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the mean combination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. MA\2PTG010501\SURVEY\LEGALS\22275_APN_117-270-005 and 013_115-060-013 and 015ROSEVILLE\Legals\22275-5- Access.docx 4/22/2014 Page 2 of 3 EXHIBIT A, PAGE 4 PSOMAS 2 N Prepared under the direction of 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 ?2 23 24 25 26 27 78 29 30 31 Brian. E. Bullock, PLS 5260 Date MAIIPTG010501.1SURVEY 1LEGALSV2275 _APN _117-2.70-005 and 013 115-060-013 and 015ROSEVILLE1Legals\22275-5- Access.docx 4/22i201.4 Page 3 of 3 EXHIBIT A, PAGE 5 EXHIBIT E2 PARCEL# TITLE AREA APN 22275-5 TAE 26,164 SQ. FT. 115-060-013 & 015 117-270-005 & 013 SHEET INDEX 117-270-003 ,,�_ _ 2I0-0p4 o I W SHEET 2 SHEET 3 SHEET 4 SHEET 5 I _ A' T• &S, F. 1 R.R. ,�O 4, CC 115-060-016 1119_300-021 ti N —a _ I Q PGL, 2 --- i I DOD, NO, 2006-05656911 0.R. .,, , PCL, 1 114.1 R.,s' °K - I 11 7-270-006 63�oi I �� 1 ---_------- «. �, !! � , s, . L J s-. 3��J TPOB POB •„„ 2 2 2 7 5 - 5 365 360 ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY C/L STATIONING LEGEND POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning IR) Indicates Radial Bearing . ( ) Title to State 1 1 1 1 1 Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain 2 2 2 7 5- 5 TEMPORARY ACCESS EASEMENT ground distances. All distances are in feet unless otherwise noted. I FEET 0 100 200 400 600 PREPARED BY: PSOMAS Hutton Cente Drive, Santa Ano, California 9 707 200 (714)751-73734714)54S-8883 (Fax) DATE:06-15-12 REV. 4:04-22-14 EA:0F540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 L7 f� R I V 9 1 6. 9 1 5 tAFi1131 I A, PA(at b EXHIBIT E2 PARCEL# TITLE AREA APN 22275-5 TAE 26,164 SO. FT. 115-060-013 & 015 117-270-005 & 013 W �u Ct `" FOR, LOT 3y 5LDC;< 13 PORE PCL , l SOUTH RIVERSIDE LAND AND WATER COMPANY DDC,rN0 2006- MS 9/6 056569J O,rR, R2 TPOB FOR SECTION 30 -1,3S i R 6W RANCHO EL SOSRANTE MS J/8 CC S86°35'08"E L 1 C3 1 23.46' ,i_____— 0=05°08'45" — R=1 686.00' L=1 51 .42' Q. 0, R1 22275- PROPOSED L5 C14 N 86°35'08" W C',N 123.46' 0, _ R,S, 63/66 06, ! — — — _ — — — — __ — _ -\ ° R/W ya81 40 38 W 161.21' 0=07°01'43" -- R=1660.00' L=203.64' PCL, 1 DOC, N0, 2006- 0565691 O , R , _ °40'38"W M Lait= ti N81 EXISTING R/W POB 123.15' UJ �cb ° (-)� ROUTE 91 RIVERSIDE FREEWAY CURVE DATA LINE DATA DELTA RADIUS LENGTH BEARING DISTANCE Cl 27°10'45" 176.53' 83.74' L1 S80°17'36"E 46.41' C2 09°43'31" 176.53' 29.96' L5 N80°17'36"W 31.59' C3 06°17'32" 224.00' 24.60' R1 S65°09'27"W C14 06°17'32" 250.00' 27.46' R2 S74°52'58"W ROUTE 91 RIVERSIDE FREEWAY LEGEND C/L STATIONING POB Indicates Point Of Beginning { TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing { 9 360 c ) Title to State 1 1 III Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground 2 2 2 7 5- 5 TEMPORARY ACCESS EASEMENT distances. All distances are in feet unless otherwise noted. 1 FEET 0 25 50 100 150 PREPARED BY: PSOMAS Hutton Santa pno, C❑Iiforrnioe� 707 200 (714)751-7373/(714)545-8883 (Fax) DATE:06-15-12 REV. 4:04-22-14 EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO.TOTAL SHEETS 8 R IV 91 6.9 2 5 EAFiIBIT A, EXHIBIT E2 PARCEL# TITLE AREA APN 22275-5 TAE 26,164 SQ. FT. 115-060-013 & 015 117-270-005 & 013 PDR, SECT]ON 30 T,3S,; fR,6W, PcL, 1 RANCHO EL SDDRANTE DOC, ND, 2006- MS 1/2 0565691 0,R, S74 ° 1 3' 1 6"E —C4 C5 50.63' R,S, 63/66 C6 C8 C7 ` C13 1 C12 (22275-5 NiN734.28/15"W, 1— w w i C�—=r�--IC10—_ — — — — — — — — EXISTING R/W PROPOSED R/W v i-- w w V) _ N \ w w v' Z1=16°40'20" R=2000.00' L=581.97' -- N81 °40'38"W 123.15' ROUTE 91 RIVERSIDE FREEWAY w N CURVE DATA CURVE DATA DELTA RADIUS LENGTH DELTA RADIUS LENGTH C4 05°08'45" 1686.00' 151.42' C9 25°54'09" 400.00' 180.83' C5 07°13'08" 500.00' 63.00' C10 04°30'56" 1457.00' 114.83' C6 1 0°42'1 9" 350.00' 65.39' C1 1 1 1 ° 29'40" 400.00' 80.25' C7 05°29'16" 1432.00' 137.16' C12 05°09'10'1 400.00' 35.97' C8 25° 54'09" 375.00' 1 69.53' C1 3 07° O1 '4 3" 1 660.00' 203.64' ROUTE 91 RIVERSIDE FREEWAY C/L STATIONING LEGEND POB Indicates Point Of Beginning TP08 Indicates True Point Of Beginning (R) Indicates Radial Bearing 363 2 ( ) Title to State 1 1 1 1 1 Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain �J 2 2 2 / 5 - 5 TEMPORARY ACCESS EASEMENT ground distances. All distances are in feet unless otherwise noted. i FEET 0 25 50 100 150 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santa2707 751-7 373/(714)545na, California98883 (Fax) DATE:06-15-12 REV. 4: 04-22-14 EA: OF540 FM*: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 6. 9 3 5 tACF111311 A VAVt t3 EXHIBIT E2 PARCEL# TITLE AREA APN 22275-5 TAE 26,164 SO. FT. 115-060-013 & 015 117-270-005 & 013 ro w w = v, w N PDR 3S sC R1ON bld , RANCHO EL SDDRANTE M8 1 /8 PCL . 1 DOCK NO, 2006- D565691 D,R' 50 5q' pg1g ��2 , �;� R.31 5 °pp _ _ D,25°5�,�gp,S3 — R_A00 ° pp PROPOSED R/W 30 6 ,53 Doc R , S R_2p00.Op, EXISTING �ci 6_6 ��, J� „ 63/66 \ 0a R,6 R25.1313 __ \ PDR, LOT, 12-A \ ASSESSOR'S MAP \ \ \ AM8 D1J 31 /42-43 \ • 2�0.311 %ti e5 r �` \L 0A3'3° 5�` i .2-1 , �.1 AZ ° \ Rs3pp'pp / / ► PCL, 4 . DDC, T1D, 2006- '0565691 0,R, 131. 581 .g�, N78000 �_ � 58 24 N 0 s io_ 3 -' FREEWAY ROUTE 91 RIVERSIDE FREEWAY in Ij w N w w L 2—. 4— \ / / ; W �5 22�� 2 _ R/W 6=16°40 20" R S I E LINE DATA BEARING DISTANCE L2 S89°05'30"E 63.16' L4 N89°05'30'W 62.45'. ROUTE 91 RIVE C/L STATIONING 1 6 LEGEND POB Indicates TPOB Indicates (R) Indicates Point Of Beginning True Point Of Beginning Radial Bearing to State Prohibited ( ) Title 1 III I Access NOTES FEET 2 2 2 7 5- 5 TEMPORARY ACCESS EASEMENT Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. I 0 25 50 100 150 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 (714)757na"ai(774)54598883 (Fax) DATE:06-15-12 REV. 4: 04-22-14 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 RIV 91 6.9 4 5 tdUrnrsi 1 EXHIBIT E2 PARCEL# TITLE AREA APN 22275-5 TAE 26,164 SO. FT. 115-060-013 & 015 117-270-005 & 013 „ � '� LINE DATA 02°3916' � BEARING DISTANCE R=S1 L2 S89°05130"E 63.16' 6�,59 �'2 ,- L3 S02° 32'29"W 25.01 ' L4 N89° 05'30"W 62.4 5� i A . ' S77°34, T' 8� S.F � 12 E ` R.R. 140. ss' v L 2 �_. --- P CL. , 4 re) DOO., NO.. 2006- J 0565691 O,R, 3 L4 ' Co 11 5-060-015 Iw 2 = w w 1 PDR., LOT, 12-A m N ASSESSOR'S MAP � I ND, 31 1.---o rn Ama 1 /42- 43 O in R,S, 63/66 21 - PROPOSED R/W lRl �-199° ° °32'OA _�g50'�0 ul S� 2 '05° 1 FZ' 6• 5 ,, J RC ,- PY EXISTING R/W F — Nil 13°1 .00' S41 ° 1 9'57"E ERSID N78 58 24"W 1 5.92' 9,� RIv ROUTE 3-( 0 LEGEND POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) 9 ROUTE 91 RIVERSIDE FREEWAY Indicates Radial Bearing C/L STATIONING ( )Title to State I I I 1 I Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain 2 2 2 7 5- 5 TEMPORARY ACCESS EASEMENT ground I distances. All distances are in feet unless otherwise noted. FEET 0 25 50 100 150 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Santa , (114)751'�0"�373/(7�4)54598883 (Fax) DATE:06-15-12 REV. 4:04-22-12 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 6.9 5 5 PS OMAS EXHIBIT `IV LEGAL DESCRIPTION Caltrans Parcel No. 22275-9 Fee A.cuuisti.on APN 117-270-013 In the City of Corona, County of Riverside, State of California, being a portion of the land described as Parcel 1 in the Quitclaim. Deed recorded August 2, 2006 as Document No. 2006-0565691 of Official Records of said County, being described as follows: Beginning at the southeasterly corner of Parcel 2 of said deed; thence North 81 °40'38" West 1.61..21 feet along the general southerly line of said Parcel 2 to a point on the easterly line of the land described in the Final Order of Condemnation entered September 29, 1915, in Case No. 6889, Superior Court of said Riverside County, a Certified Copy thereof being recorded October 4, 1915 in Book 427, Page 282 of Deeds, Records of said County, said point also being the beginning of a non -tangent curve concave northeasterly having a radius of 176.53 feet, to which point a radial line bears South 37°58'42" West; thence northwesterly a.long said curve and said easterly line 8.81 feet through. a central angle of 02°51'28"; thence South 81 °26'22" East 57.22 feet to the beginning of a curve concave northerly having a radius of 2,851.00 feet; thence easterly along said curve 718.79 feet throu.gh a central angle of 1.4°26'43" to a point, said point being the True Point of Beginning; thence North 04'49'37" `'Vest 9.99 feet to the beginning of a non - tangent curve concave northerly having a radius of 2,841.30 feet, to which point a radial line bears South 05°53'14" .East; thence westerly along said curve 25.00 feet through a central angle of 00°30'1.5"; thence South 04°49'37" East 9.99 feet to a point on said 2,851..00 :foot radius curve, to which point a radial line bears South 05°22'57" East; thence easterly along said curve 25.00 feet through a. central angle of 00°30'09" to the True Point of Beginning. Containing 250 square feet MA2PTG010501`SURVEY \LEGALS\22275 APN 117-270-005 and 013 115-060-013 and 015ROSF,VIi.,1 MI,egals\22275-9- FEE,docx 4/23/2014 Page 1 of 2 EXHIBIT A, PAGE 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1.9 20 21 22 23 24 2.5 26 27 28 29 30 31 PS OMAS The above described conveyance .is made for the purpose of a freeway and the Grantor hereby releases and relinquishes to the Grantee any and all abutter's rights or access, appurtenant to Grantor's remaining property, in and to said freeway. See Exhibit `I2' attached hereto and made a part hereof. The distances described herein are grid distances and are based on California Coordinate System of 1983,.Zone 6, 2007.00 epoch. Ground distances may be obtained by dividing grid distances by the meancombination factor of the courses being described. The mean combination factor for this conversion is 0.99997476. Prepared under the direction of Brian E. Bullock, PLS 5260 Date 4 -z3-/¢ M\2PTG010501\SLIRVEYTEGAL:S\222.75 APN 117-270-005 and 01:3 115-060-013 and 015ROS1 VILLECLegals122275-9- FEE..docx 4/232014 Page 2 of 2 EXHIBIT A, PAGE 12 EXHIBIT 12 PARCEL# TITLE AREA APN 22275-9 FEE 250 SQ. FT. 117-270-013 1 2 i O3,1 I i SHEET — , _____ NO.. 2006�-0565691 %�.,s, _________ J� SHEET INDEX 4 '-' `. 6',:': TPOB SHEET 5 J O 3 _ R° R• FOL.. J b�ibb -_~�m�.� SHEET f , 9 3p �` 02 r D,R, ,; ,b,... 117-270-003 - J 1--__ `"`T---__ 1 i ,,?_2? 004 II j SHEET n I Li (I�v � ,, POJ_., 2 - Ir _ 1 1 5-060-01 6 --_ ,�4; � PCL, 4 -=--ii 117-270-006 q2275-9 (�-_-_____-_-_I --.�� - • ___":w�..Y}ice 365 ROUTE POB 1 ^ Jh 91 RIVERSIDE FREEWAY 360 ROUTE 91 RIVERSIDE FREEWAY r C/L STATIONING LEGEND POB Indicates Point Of TPOB Indicates True Point (R) Indicates Radial Beginning Of Beginning Bearing ( ) Title to State 1 1 1 1 1 Access Prohibited NOTES FEET �/ 2 2 2 / 5 - 9 FEE ACQUISITION Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. Ail distances are in feet unless otherwise noted. 600 0 100 200 400 PREPARED BY: PSOMAS 3 Hutton Centre Drive She. 200 Santa Ana, California S2707 (7'.4)751-7373/(714)545-8H83 (Fax) DATE:06-15-12 REV. 4: 04-23-14 EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 6. 9 1 4 EXHIBIT A PAGE 13 EXHIBIT I2 PARCEL# TITLE AREA APN 22275-9 FEE 250 SO. FT, 117-270-013 i ( FOR. LOT I r � SOUTH H RIVERSIDE 4u I AND WATER W I ME � I (/' i j 4 ' --- — i co — --- — O o� � '� -- — _... 3; 8LOOX 73 I y FOR, SECTION 30 LAND r I 1'.+3S.; R,61111, COMPANY 9/6 I. RANCHO PL1R, PCL, 2 I EL SDDRANTE DOC , NJ , 2006�- I Ads 1 /2 0565691 O.R. I — —I — — _ 0=02° 51 '28" I PCL, J _ r R=176.53' I DOC, N0, 2006- =8.81 __ — — — — — — — I 0565691 D.R. I R.S, 63/66 581 ° 26'22"E I — — 57.22�_ _A=1 5°25'16" R� � _ , ___ — o ' �2851 .00' L=767.34 0=14 26 43 L=718.79' — —_— '� I rI I N81°40'38"W r") I j ,-- Q- 161.21' PROPOSED R/W o i N81°40'38"W 0 P EXISTING R/W P O B 123.15' w o co 0 tob) N. M ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY w v) C/L STATIONING LEGEND POB indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing g 3 6 0 ( ) Title to State I I I I I Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground (� 2 2 2 7 5- 9 FEE ACQUISITION distances. All distances are in feet unless otherwise noted. {-.................__......._rommeni......._................ - ............................��, FEET 0 25 50 100 150 PREPARED BY: PSOMAS 3 '-button Centre Drive, Fite, 200 77 75A1nO'I3V3' (7Pir;AG5v6663 (Fox) DATE:06-15-12 REV. 4: 04-23-14 EA: OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO.TOTAL SHEETS 8 RIV 91 6.9 2 4 EXHIBIT I2 PARCEL# TITLE AREA APN w w V) w w u7 22275-9 FEE FOR. SECTION 30 7,35, s r'�,61�11 RANCHO EL SJGRANT AllE) 1 /3 A=15°25'16" 250 S0. FT. R.,S, 83/66 117-270-013 F-CL, 1 JJC, NO., 7006- 0565691 D,R, PROPOSED R/W !-. - r ` R=2851.00' L=71 8.79' A=16°40'20" R=2000.00' N81 °40'38"W 123.15' EXISTING R/W L=581.97' ROUTE 91 RIVERSIDE FREEWAY LEGEND POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( ) Title to State ((I f Access Prohibited ROUTE 91 RIVERSIDE FREEWAY 363 Q w w V) w w V) NOTES Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain grcund distances. A;l distances are in feet unless otherwise noted. 22275-9 FEE ACQUISITION FEET 0 25 50 100 150 PREPARED BY: PSOMAS DATE:06-15-12 REV. 4:04-23-14 EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 3 Hutton Centre Drive, Ste. 200 Santa Ana California 92707 (714)751-7373/(7j415453833 (rax} 8 RIV 91 6.9 3 4 .XN 161T A, PAUh lb EXHIBIT I2 PARCEL# TITLE AREA APN 22275-9 FEE 250 SO. FT. 117--270--013 ~ = N w ^OR, SECTIONJ T,39, ; R,6b11, RANCHO ma 1 PCL' 1 , DOC, NO, 2006- i 056 5691 0,R, ...„ � — PROppSED B/W J i Ick-, .00/-17 r p= 14°26'43 L J718.79 -- ,N=16° 40 20„ z R=2000. �___/\ TAIL /� �� 3o g \�_-- /?275 R1 L - -- R2 -- C1 -- 1 L2-- — _ -- R4 Or C2 -IP013 L_-(08.7,E R3 1 26 4' 1 ' - d-p41 5° 25r 16" R 2851 __--- 365 \PCL , DOC, NO, � 0565691 i i i Rl _- _ ;SO �R` 34 I 222-T5--9 I I 508° --- .J EXISTING R/W — - L1 i p r L`76?,34-- <p0� — ROUTE C/L........STA.TIONING._. LINE DATA 5 \ 200n-�iSS�SOR 0,R„ „ „ DOC, 05.5691 -�TPOB L=581 '' 20 59„E. RIVE \ \ 1 6 91 RIVERSIDE W 9.99' E 9.99' L=25.00' L=25.00' - � \ � NO, ' POR, LOT, 12`A_ ' S MAP r N�O31 )1, AMEI 1 /42-43 \ 2006�- � � O,R, / / Y ( \ \ \ \ \ \ \ 131.00' N78°58'244 'JO ROUTE FREEWAY RSIpE RADIAL DATA R1 - S05 53 14 E R2 - 505°22'59"E R3 - S05°22'57"E R4 - 505° 53'06"E FREEWAY ---.------- A=00°30'1 5" A=00°30'09' LEGEND L1 - N04o49 37 L2 - SO4 49 37 CURVE DATA POB Indicates TPOB Indicates (R) Indicates Point Of Beginning True Point Of Beginning Radial Bearing to State Prohibited C ) Title C1 - R=2841 .30' C2 - R=2851 .00' J I I 1 I Access NOTES FEET 2 2 2 7 5- 9 FEE ACQUISITION Coordinates and bearings ore on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. 0 25 50 100 150 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste, 200 Santa Ana, California 92707 (711)754-73734711)545-9993 (Fox) DATE:06-15-2012 REV. 4:04-23-14 EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS g RIV 91 6.9 4 4 1 3 4 5 6 7 8 9 10 11 12 1.3 14 15 16 17 18 19 20 21 23 24 7_5 26 27 28 29 30 31 PS OMAS EXHIBIT `J.1' LEGAL DESCRIPTION Calt:r. ans Parcel No. 22275-10 Permanent Drainage Easement APN 117-270-013 In the City of Corona, County of Riverside, State of California, being a portion of the land described as Parcel. 1 in the Quitclaim Deed recorded August 2, 2006 as Document No. 2006-0565691 of Official Records of said County, being described as follows: Beginning at the southeasterly corner of Parcel 2 of said deed; thence North 81°40'38" `Vest 161.21 feet along the general southerly line of said Parcel 2 to a point on the easterly line of the land described in the Final Order of Condemnation entered September 29, 1915, in Case No. 6889, Superior Court of said Riverside County, a Certified Copy thereof being recorded October 4, 1915 i.n Book 427, Page 282 of Deeds, Records of said County, said point also being the beginning of a non -tangent curve concave northeasterly having a radius of 176.53 feet, to which point a radial. line bears South. 37°58'42" West; thence northwesterly along said curve and said easterly line 8.81 feet throu.gh a central angle of 02°51'28"; thence South 81'26'22" East 57.22 feet to the beginning of a curve concave northerly having a radius of 2,851.00 feet; thence easterly along said curve 718.79 feet through a central angle of 14°26'43" to a point, said point being the True Point of. Beginning; thence easterly continuing along last said curve 48.55 feet through a central angle of 00°58'32"; thence North 41°20'45" West 12.13 feet to a point, said point bei.n.g the beginning of a non -tangent curve concave northerly having a radius of 2,841.30 feet, to which point a radial line bears South 06°43' 13" East; thence westerly along said curve 41.32 feet through a central. angle of 00°50'00"; thence South 04°49'37" East 9.99 feet to th.e True Point of Beginning. Containing 449 square feet. MA2PTG010501iSURVEYNLEGALS\22275_APN_117-270-005 and 013_115-060-013 and 015ROSEVILLE\Legals122275-10- PDE.doex 4/23/2014 Page 1 of 2 EXHIBIT A, PAGE 17 PSOMAS 1 2 See Exhibit `J2' attached hereto and made a part hereof. 3 4 The distances described herein are grid distances and are based on California Coordinate 5 System of 1983, Zone 6, 2007.00 epoch. Groiuid distances may be obtained by dividing 6 grid distances by the mean combination factor of the courses being described. The mean 7 combination factor for this conversion is 0.99997476. 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Prepared under the direction of Brian E. Bullock, PLS 5260 Date -25'l¢ MA2PTG010501\SURVEYTEGA:1.S122275_APN_11.7-270-005 and 013_ 115-060-013 and 015ROSEVIL.LE\L.egals\22275-10- PDEdocx 4/23/2.01..4 Page 2 of EXHIBIT A, PAGE 18 EXHIBIT J2 PARCEL# TITLE AREA APN 22275-10 ESMT 449 SQ. FT. 117-270-013 ` r----- i 2 I r�UC,I I SHEET • re S I NID 2006-056589 I Fi? J'' --- Jam' SHEET INDEX 4 ----_____�� ,�, ,, '- 91 RIVERSIDE ,�._ 3 `_ —`__ R' R• PSI ) 63/6 ti i ' SHEET �— -- 11�_` -o' 02 i 11 O,R, I NOiV 117-270-003 I1 �- --- o Ii ti II SHEET I L 1I� i' J PGL . 1 f 1 1 5-060-016 I ----_---- 1 -- , P e L, 'I -'�; ' J �- FREEWAY _= - — r 1 1 7-27a-oo6 i M 22 5-1 0`--- u,1 i- -- -1 1 POB 365 ROUTE 360 ROUTE 91 RIVERSIDE FREEWAY C/L STATIONING LEGEND POB Indicates Point Of TPOB Indicates True Point (R) Indicates Radial Beginning Of Beginning Bearing ( ) Title to Stare I ' I 1 I Access Prohibited NOTES FEET 2 2 2 7 5- 1 0 PERMANENT DRAINAGE EASEMENT Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. .All distances are in feet unless otherwise noted. , _ 0 100 200 400 600 PREPARED BY: PSOMAS 3 Hutton Centre Dive Ste. 200 Santa Ana, Cclifarnia 92707 (714)7Si-7373/(714)545-3993 (Fbx) DATE:02-10-14 REV.: 04-23-14 EA: OF540 FAtt: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS $ R I V 91 6.9 1 4 EXHIBIT J2 PARCEL# TITLE AREA APN 22275-10 ESMT 449 SQ. FT. 117-270-013 � W 4i � (,1I -r et W a PROPOSED FOR, 1 SOUTH i I I i 1 — — I , _ 1 � — --' — o o0 s R/W LO1 RIVERSIDE AND WATER MS — - � o-,i P Q:, 0 ti M ROUTE 3; 9/'6 f ISLE= 73 LAND COMPANY FOR DUD, 0565691 0=02° 51 '28" R=176.53' L=8_81 ' — S81°26'22"E 57.2�21— S1 40'38"W EXISTING R/W PCL, NO, — — 2 2006- O.R. — .._. 1i 5°25'16" °—r-- _L 1_4 161 .21' ROUTE 1 I I _ _. Rj28-51 6'43T" POB FOR. SECTION 30 -f ;3S, y R,6L1J. RANCHO EL SO2RANTE MS 1/2 M j- L w to w v1 1I0I= - �-� �0 ° P cr, FREEWAY 91 RIVERSIDE 91 RIVERSIDE C/L STATIONING LEGEND POB Indicates TPOB Indicates (R) Indicates Point Of Beginning True Point Of Beginning Rodial Bearing to State Prohibited 9 360 C-----) Title 1 1 1 1 ( Access NOTES FEET 2 2 2 7 5- 1 O PERMANENT DRAINAGE EASEMENT Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by,0.99997476 to obtain ground distances. Ali distances are in feet unless otherwise noted. 1 0 25 50 100 150 PREPARED BY: PSOMAS 3 Hutton Centre Drive Se. 200 Santa Ana, Cai'farnia �12707 (714)751-7373/; 714)545-8803 (Fax) DATE:02-10-14 REV. : 04-23-14 EA OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO.TOTAL SHEETS 8 R I V 91 6.9 2 4 EXHIBIT J2 PARCEL# TITLE AREA APN 22275-10 ESMT 449 SO. FT. 117-270-013 N-7 W w w - ...... " _ _ _ 0=1 5°25116 POR. SECTION 30 T.3S,; R,fA, RANCHO EL SOSRANTE MS 1/2 R.S.63/66 _...,,_ ` ' - 1 ` �- T _ R=2851 .00' DOC. 0565691 - PCL. 1 NO, 2006- 0,R, _ - - - - - PROPOSED R/W - -''� w w w � w �i _r _J_ -� --'--` -- --r r- i� _- L=581.97' FREEWAY 0=1 4 ° 26'4 0=16°40'20" ROUTE 3" 91 2 L=71 8.79' R=2000.00' EXISTING R/W `�' N81 °40'38"W 123.15' RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE C/L STATIONING 363 LEGEND POB Indicates Point Of TPOB Indicates True Point (R) Indicates Radial Bearing Beginning Of Beginning ( ) Title to State JIIII .Access Prohibited NOTES FEET � 2 2 2 // S- 1 O PERMANENT ORAMAGE_ EASEMENT Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing are grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. E........_....._....._.........!��............................................._......_......... 0 25 50 100 150 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200 Salta 2207 i714)r-711nia 3 ?5173?3/()5458883 (Fax) DATE: 02-10-14 REV. : 04-23-14 EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO.TOTAL SHEETS 8 RIV 91 6.9 3 4 EXHIBI F A PAGE 2 EXHIBIT J2 PARCEL* TITLE AREA APN 22275-10 ESMT 449 so. FT. 117-270-013 rn w w = w ,1, \ PoR, sEo"r1 o1`J 30 -r �S7.ay i�.8U1J fl/�ll` DHo rL soBRAN-rr R , MEI 1 /B PCL, 1 , Doc, No. 2oo6- Osb5691 o,R, , -- i r RVW+ i / PROPOSC-D --- i vpU, = - p-1 5° L5 16 R=285 -- _ 9 „ L= 718 . � ---,N=14°26 43 __- 6,=1 6° 40'20" R -- -- ---I--� i� / ;30 1 / 2227 5-10 _ f -- TPOB R4 � i_2 / J-L 1 8, R1 / 1 4° 26 43" 50 23 1 n 2051 .00 'yam �R _ �- 365 \ Doc, \ o585891 \ s . 64\ ..- � / --s, L--7 # I2227 / _ ppp,00 2 I - -- J EX1STYNG \ �.�� f R3 C2 C1 \ _ 767 LINE DATA PCL , 3 \ �No, 2008- o., �„ -- 66, - / -- i Doc, oe5 -- ►� 34' t , ._ — / Sp6�38 1 0' 5 L=581 °g7 508 24 5g, E RAW RIVERSIDE _ L 1 ` / 34 — — � 6 ROUTE 9i RIVERSIDE '\ \ - -- , \ -- poi - No, 5.671 �Ri ROUTE FoR, Lo7, JI7-A, As� esDl�' S rnAP A�j�fD 3) r�M5 1 / 42`43 _. — -„- \ \ 4 \ ( 20o6�- ) o„R, / / l \ \ „E 0:) \ \ \ \ \ \ 131.00" z N78°58'2411, FREEWAY RADIAL DATA R1 - S05°53'06"E R2 - 506° 51 R3 - S06°43,13"E R4 - S05°53'1 FREEWAY '38"E 4"E C/L STATIONING W 1 2.1 3' E 9.99 L-48.55' A-00°58'32" L=41 .32' A=00° 50'00" LEGEND L1 - N41 020'45' L2 - 504 49 37' CURVE DATA POB Indicates TPOB Indicates (R) Indicates Point Of Beginning True Point Of Beginning Radial Bearing to state Prohibited C )Title C1 - R=2851 .00' C2 - R=2841 .30' I I I I I Access NOTES FEET 2 2 2 7 5- 1 0 PERMANENT DRAINAGE EASEMENT 1 r.mm. Coordinates and bearings are on CCS 1983(2007.00) Zone 6. Distances and stationing ore grid distances. Divide by 0.99997476 to obtain ground distances. All distances are in feet unless otherwise noted. 150 0 25 50 100 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 2C0 Santa Ana, California 02?0? (7+4)751-7373/i71 5as-nee3 (Fax) DATE:02-10-14 REV. : 04-23-14 EA:OF540 FA#: DISTRICT COUNTY ROUTE SHEET PM SHEET NO. TOTAL SHEETS 8 R I V 91 6. 9 4 4 3 4 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PS OMAS EXHIBIT `Kl' LEGAL DESCRIPTION Caltrans Parcel No. 22275-11 Temporary Construction Easement APN 115-060-015 In the City of Corona, County of Riverside, State of California, being a portion of the land described. as Parcel 4 in the Quitclaim Deed recorded August 2, 2006 as Document No. 2006-0565691 of Official Records of said County, described as follows: Beginning at the southeasterly corner of said Parcel 4; thence North 09°22'38" East 73.38 feet along the general easterly line of said parcel to a point thereon, said point being the True Point of Beginning; said point also being the beginning of a non -tangent curve concave northerly having a radius of 2,837.00 feet, to which point a radial line bears South 15'38'45" East; thence westerly along said curve 48.35 feet through a central angle of 00°58'35" to a point, said point being the beginning of a non -tangent curve concave northerly having a radius of 2,837.00 feet, to which point a radial line bears South ].3°30'03" East; thence westerly along said curve 173.43 feet through a central angle of 03°30'10"; thence North 02'32'29" :East 95.94 feet to a point on the general northerly line of said Parcel 4, said point being the beginning of a non -tangent curve concave northerly having a radius of 5,779.66 feet, to whichpoint a radial .line bears South 13°11'22" West; thence easterly along said general northerly line the following two (2) courses: 1) along said curve 76.62 feet through a central angle of 00'45'34" and 2) South 77°34'12" East 140.88 feet to the most easterly corner of said Parcel 4; thence South 09°22'38" West 0.59 feet along said general easterly line to the True Point of Beginning. Containing 10,698 square feet. M:\2PTG010501\SURVEYTEGALS\22275_APN_117-270-005 Y`LEGAL.S\22275_APN_117-270-005 and 013 115-060-013 and 015ROSEVILLE\Legals'22275-11- TCE.doex 4/23/2014 Page 1 of 2 EXHIBIT A, PAGE 23 PS OMAS l 2 See Exhibit `K2' attached hereto and made a part hereof. 3 4 The distances described herein. are grid distances and are based on California Coordinate 5 System of 1983, Zone 6, 2007.00 epoch.. Ground distances may be obtained by dividing grid distances by the mean combination .factor of the courses being described. The mean 7 combin.ation factor for this conversion is 0.99997476. 8 9 ( Prepared under the direction of 10 11 12 13 Brian E. Bullock, PLS 5260 14 20 21 22 23 24 25 26 27 28 29 30 31 4-27--/1L Date M:i2PTG010501\SURVEY \LEGALS\22275 APti 117-270-005 and 013_115-060-013 and 015ROSE,,VILLE'\Legals 22275-11- TCF..,docx 4/23/2014 Page 2 of 2 EXHIBIT A, PAGE 24 EXHIBIT K2 PARCEL# TITLE AREA APN 22275-11 TOE 10,698 SQ.FT. 115-060-015 SHEET INDEX 117-270-003 I I I � � l 1 o _j � •I L -~---- SHEET 2 A r• u(s, F — _ I ��� �_____ F. Re R' ti� 1 j 1 1 5-060-016 --, ADO, 11 I POI �I_, LLI NO, 2006-0565691 O,R, . PC► i �'� ,, r?r ,I n'J�" --- 22275 11 r .1-- ---_ I j 117-270-006 I t>3/.66 V. - �? ,l,C`~;`-: ri, ti' , n7 tD, ri^ x ri7 POB I _. 365 -\ 360 ROUTE 91 RIVERSIDE FREEWAY ROUTE 91 RIVERSIDE FREEWAY C/L STATIONING LEGEND POB Indicates Point Of Beginning TPOB Indicates True Point Of Beginning (R) Indicates Radial Bearing ( ) Title to State 1 1 1 I ( Access Prohibited NOTES Coordinates and bearings are on CCS 1983(2007.00) Zane 6. Distances and stationing ore grid distances. Divide by 0.99997476 to obtain 2 2 2 7 5- 1 1 TEMPORARY CONSTRUCTION EASEMENT ground distances. All distances are in feet unless otherwise noted. FEET 0 100 200 400 600 PREPARED BY: PSOMAS 3 Hutton Centre Drive, Ste. 200Santo Ana, California 92707 (714)751-73734/1 4)545-6883 (Fctx) DATE:06-15-12 REV. 5: 04-23-14 EA: OF540 FAQ: DISTRICT COUNTY ROUTE SHEET PM SHEET NO.TOTAL SHEETS 8 R I V 91 rr�� 6. 9 1 2 PROOF OF MAILING NOTICE I, Margaret L. Barnes, acting on behalf of the Riverside County Transportation Commission, hereby certify that on August 4 , 2014, I mailed a copy of the attached notice by first-class mail to the following owners and other interested parties of real property located in the County of Riverside, State of California, more particularly described as Assessor Parcel Nos. 115-060-013, 115-060-015, 117-270-005, 117-270-013 (CPNs 22275-5, 22275-9, 22275-10 and 22275-11): Pearl Street Properties, LLC 43020 John Warner Road Temecula, CA 92592 John Murphy, Esq. Murphy & Evertz 650 Town Center Drive, Suite 550 Costa Mesa, CA 92626 Dated: August �z 2014. Record Owner Courtesy Copy Margaret L. Barnes 17336.02100\9146997.1 AGENDA ITEM 8A RIVERSIDE COUNTY TRANSPORTATION COMMISSION DATE: August 25, 2014 TO: Riverside County Transportation Commission FROM: Budget and Implementation Committee Michele Cisneros, Finance Manager/Controller Theresia Trevino, Chief Financial Officer THROUGH: Anne Mayer, Executive Director SUBJECT: Quarterly Financial Statements BUDGET AND IMPLEMENTATION COMMITTEE AND STAFF RECOMMENDATION: This item is for the Commission to receive and file the Quarterly Financial Statements for the year ended June 30, 2014. BACKGROUND INFORMATION: During the past fiscal year, staff monitored the revenues and expenditures for the Commission. The attached financial statements present the revenues and expenditures for the 12 months of FY 2013/14. Many accrual adjustments for revenues and expenditures have been made for June 30, 2014, and are reflected in these financial statements; however, staff will continue to make year-end accrual adjustments depending upon materiality through the completion of the audit in October. The operating statement shows sales tax revenues through the fourth quarter at 88 percent of the budget. This is a result of the Governmental Accounting Standards Board (GASB) Statement No. 33. GASB 33 requires sales tax revenue to be accrued for the period in which it is collected at point of sale. The State Board of Equalization collects the Measure A funds and remits these funds to the Commission after the reporting period for the business. This creates a two -month lag in the receipt of revenues by the Commission. Accordingly, these financial statements reflect the revenues related to collections through May 2014. On a cash basis through June 30, 2014, the Measure A and Local Transportation Fund (LTF) sales tax receipts are 5.61 percent and 5.84 percent higher, respectively, than the same period last fiscal year. At the January 8 meeting, the Commission approved the revised FY 2013/14 revenue projections and increased the Measure A and LTF revenues by $10 million and $4 million to $157 million and $76.5 million, respectively. These increased projected revenues are included in the sales tax revenues budget for this quarterly report. State Transit Assistance Fund receipts of $3.6 million for third quarter were received in April 2014. Staff will continue to monitor the trends in the sales tax receipts and report to the Commission any necessary adjustments. Agenda Item 8A 212 Federal, state, and local revenues are on a reimbursement basis. The Commission will receive these revenues as eligible project costs are incurred and invoiced to the respective agencies. Significant federal and state reimbursements are related to the Perris Valley Line, State Route 91 Corridor Improvement Project (SR-91 CIP), and Interstate 215 corridor improvement projects. The following is an analysis of federal and state reimbursement revenues reflected in this quarterly financial report: Federal Reimbursement State Reimbursement Revenues Budget Actual Budget Actual Highways SR-91 CIP $ $ - $ 37,000,000 $ 39,173,000 1-215 - - 42,283,000 23,495,753 Other 18,537,600 7,465,385 Total 18,537,600 7,465,385 79,283,000 62,668,753 Rail Perris Valley Line 75,100,000 23,651,132 43,240,000 Other - - 5,788,941 2,810,689 Total 75,100,000 23,651,132 49,028,941 2,810,689 Other Total 751,400 224,774 9,579,300 8,020,826 $ 94,389,000 $ 31,341,291 $ 137,891,241 $ 73,500,268 Staff will continue to prepare year-end reimbursement accrual adjustments in connection with the year-end closing and audit process; however, actual federal and state reimbursement revenues, as presented above, are below budgeted amounts primarily due to delays on the 1-215 and Perris Valley Line projects. During the FY 2013/14 budget process the Commission took a conservative approach in estimating Transportation Uniform Mitigation Fee (TUMF) revenues of $6.3 million passed through Western Riverside Council of Governments (WRCOG). At the January 8 meeting, the Commission approved the revised FY 2013/14 revenue projections and increased the TUMF revenues to $12 million. On May 14, the Commission approved a second revised projection related to a projected decrease in TUMF revenues of $4.6 million to $7.4 million, as reflected in this quarterly financial report. Actual TUMF revenues through May are approximately $8.85 million. The budgeted balance of $423,400 relates to TUMF zone reimbursements from WRCOG for the 74/215 Interchange project of which the Commission has received $93,045. Staff will continue to prepare year-end TUMF revenue and reimbursement revenue accrual adjustments in connection with the year-end closing and audit process. Other revenues include property management revenues generated from properties acquired in connection with the SR-91 CIP and a contribution made on the Mid County Parkway project. Agenda Item 8A 213 The Commission took a conservative approach in estimating investment income for FY 2013/14 as a result of flat interest yields on investment balances. Investment income is above budgeted amounts primarily as a result of the investment of sales tax and toll revenue bond proceeds. Staff will continue to prepare year-end investment income accrual adjustments in connection with the year-end closing and audit process. The expenditure categories are in line overall with the expectations of the budget with the following exceptions. Staff will continue to prepare year-end expenditure accrual adjustments in connection with the year-end closing and audit process. • Salaries and benefits expenditures are under budget due to unused full-time equivalents and budget authority; • Professional services expenditures are under budget due to unused budget authority for rail and station development planning, debt and investment management, and various projects' legal services; • Support costs are under budget due to unused budget authority for the marketing of new service of the 91 Line trains, rail station and motorist assistance maintenance and repairs, rail operations security projects, and advertising for motorist assistance and commuter assistance programs; • Program operations are under budget due to unused budget authority for SR-91 CIP permit activities, general highway program management, motorist and commuter assistance program operations, and rail program management and operations related to the Perris Valley Line project; • Operating and capital disbursements are made as claims are submitted to the Commission by transit operators; • Special studies are under budget due to unused budget authority for project, planning, and monitoring and rail feasibility studies; • Local streets and roads expenditures are related to the timing of Measure A sales tax revenue accrual adjustments for June and the clean-up, which will be determined in late August and September. That will have a direct effect on the local streets and roads turn back expenditures to local jurisdictions; • Regional arterial expenditures primarily represent expenditures for the highways and regional arterial program administered by the Coachella Valley Association of Governments (CVAG). CVAG requests reimbursements from the Commission based on available and sufficient budget authority; and • Capital outlay expenditures are under budget due to unused budget authority for station security improvements and hardware and software improvements. Debt service interest expenditures on the 2010 and 2013 Sales Tax Bonds and the 2013 Toll Bonds are made annually in December and June, while interest expenditures on the 2009 Sales Tax Bonds are made monthly due to the variable rate nature of the bonds. Principal payments on the 2009 and 2010 Sales Tax Revenue Bonds are made annually in June. Principal payments for the 2013 Sales Tax Bonds and the 2013 Toll Bonds are not expected to begin until June 2018 Agenda Item 8A 214 and June 2022, respectively. The debt service variance of $16.7 million is primarily related to the retirement of $60 million in outstanding commercial paper notes in connection with the SR-91 CIP financing instead of the projected $80 million. In July 2013 the Commission completed the financing for the design and construction of the SR-91 CIP. The financing included the issuance of $462.2 million in sales tax revenue bonds at a premium of approximately $38.3 million and $176.7 million in toll revenue bonds at a discount of approximately $2.4 million, execution of a $421.1 million federal Transportation Infrastructure Finance and Innovation Act (TIFIA) loan with the U.S. Department of Transportation, and contribution of $136.5 million from the Commission during construction. Due to the dynamic conditions occurring around the period when the bonds were priced in June 2013, the actual premium was significantly lower than budgeted. A portion of the 2013 Sales Tax Bonds was used to retire $60 million of outstanding commercial paper notes with remaining proceeds to be used to pay a portion of the costs of the SR-91 CIP; capitalized interest on 2013 Sales Tax Bonds through December 1, 2017; and costs of issuance for the 2013 Sales Tax Bonds. The proceeds of the 2013 Toll Bonds were used to pay a portion of the costs of the SR-91 CIP; capitalized interest on the 2013 Toll Bonds through December 1, 2017; and costs of issuance for the 2013 Toll Bonds in addition to funding a debt service reserve of $17.7 million. The TIFIA loan will be used to pay eligible SR-91 CIP costs. The loan is a toll revenue bond (TIFIA Bond) that is subordinate to the 2013 Toll Bonds. Proceeds of the TIFIA Bond may be drawn upon after certain conditions have been met; no drawdowns on the TIFIA Bond occurred during FY 2013/14. The following list discusses the significant capital projects (i.e., total budgeted costs in excess of $5 million) and related status. Capital project expenditures are generally affected by lags in invoices submitted by contractors and consultants, as well as issues encountered during certain phases of the projects. The capital projects budgets tend to be based on aggressive project schedules. Highway Engineering/Construction/Design-Build/Right of Way/Land SR-91 High Occupancy Vehicle Lanes Project — Caltrans completed design work and expenditures remain within the budget authority. Utility relocation continues and the submittal of invoices for expenditures incurred to date continues to lag. Staff oversees right of way acquisition, which has been certified; one acquisition is still pending settlement. Construction began in April 2012 and is managed by Caltrans. 71/91 Interchange Project — A contract for the final design consultant was awarded at the February 2012 Commission meeting. A notice to proceed (NTP) was issued in March 2012 starting the final design phase. Final design was delayed due to the Army Corps of Engineers (ACOE) requirement for a new environmental assessment on potholing on federal property. The ACOE also required preparation of an additional environmental assessment to cover project construction impacts on federal property resulting from the eastbound SR-91 to northbound SR-71 flyover connector. Right of way acquisition is expected to begin in the first Agenda Item 8A 215 quarter of FY 2014/15 and final design is expected to be completed during the second quarter of FY 2014/15. The project is currently under budget due to the progress of final design. SR-91 CIP (Design -Build) — The Commission completed financing activities for this project including the issuance of sales tax and toll revenue bonds and execution of a TIFIA loan in July 2013. Right of way acquisition work is underway including eminent domain proceedings and is expected to continue to peak in FY 2014/15. A design -build contract was awarded in May 2013, and a limited NTP was issued concurrent with the contract award and included early deliverables and mobilization. Full NTP has been given and the contractor is proceeding. Construction progress is slightly slower than anticipated; therefore, Commission expenditures are less than budgeted. The SR-91 CIP's projected substantial completion date of January 2017 is unchanged. 1-15 Express Lanes — Staff continues to advance the project report and environmental document, which is expected to be completed in FY 2015/16. Various methods of project delivery were analyzed in 2013, and ultimately staff received Commission approval in January 2014 to use the design -build method of project delivery and begin planning for the design -build phase of work. 1-215 Central Widening Project from Scott Road to Nuevo Road — The NTP for construction was issued in December 2012, with the first working day starting in January 2013. Delays occurred due to changes in field conditions, discovery of unsuitable material, and an existing sewer line in the state right of way. Mid County Parkway Project — Staff continues to work toward the completion of the Environmental Impact Report (EIR)/Environmental Impact Statement (EIS). The Multi -Species Habitat Conservation Plan Consistency Analysis and the Determination of Biological Equivalent Superior Preservation is scheduled to be completed and resubmitted to the Riverside Conservation Authority at the end of August 2014. The final environmental document internal review will begin in the first quarter of FY 2014/15. A budget amendment was approved by the Commission in April 2014 to allocate additional funding for the completion of Phase II Final EIR/Supplemental EIS. TUMF and Western County Measure A Regional Arterial Projects — Due to various local jurisdiction delays, many construction projects have been postponed to later fiscal years. Rail Engineering/Construction/Right of Way/Land Perris Valley Line Project — Final design is complete, and the Federal Transit Administration awarded the Small Starts grant agreement funds. Right of way acquisition activity for the station and layover facility at south Perris has been completed. A lawsuit brought by the Friends of Riverside Hills challenging elements of the California Environmental Quality Act document was settled in July 2013 and recorded in the FY 2012/13 financial statements. The construction contract was given full NTP in October 2013 following Federal Transit Agenda Item 8A 216 Administration approval of the Small Starts Grant Agreement. Active construction commenced in January 2014; some construction delays have occurred due to various factors. These delays are not expected to impact the scheduled completion date. Attachments: Quarterly Financial Statements —June 2014 Agenda Item 8A 217 RIVERSIDE COUNTY TRANPORTATION COMMISSION QUARTERLY BUDGET VS ACTUAL 4TH QUARTER FOR TWELVE MONTHS ENDED 6/30/2014 FY 2013/14 4TH QUARTER REMAINING PERCENT BUDGET ACTUAL BALANCE UTILIZATION Revenues Sales tax $ 246,798,000 $ 216,197,688 $ (30,600,312) 88% Federal reimbursements 94,389,000 31,341,291 (63,047,709) 33% State reimbursements 137,891,241 73,500,268 (64,390,973) 53% Local reimbursements 2,954,400 4,216,166 1,261,766 143% Transportation Uniform Mitigation Fee 7,823,400 8,942,074 1,118,674 114% Other revenues 500,000 2,289,411 1,789,411 458% Investment income 4,026,500 8,374,553 4,348,053 208% Total revenues 494,382,541 344,861,451 (149,521,090) 70% Expenditures Salaries and benefits 7,949,400 6,877,440 1,071,960 87% Professional and support Professional services 17,930,300 12,303,447 5,626,853 69% Support costs 5,583,700 3,313,637 2,270,063 59% Total Professional and support costs 23,514,000 15,617,084 7,896,916 66% Projects and operations Program operations - general 20,140,400 14,990,508 5,149,892 74% Engineering 22,208,900 12,405,415 9,803,485 56% Construction 237,691,874 90,520,218 147,171,656 38% Design Build 217,750,000 156,564,703 61,185,297 72% Right of way/land 179,682,800 92,745,418 86,937,382 52% Operating and capital disbursements 122,723,000 89,279,219 33,443,781 73% Special studies 1,018,900 117,160 901,740 11% Local streets and roads 46,865,900 40,991,970 5,873,930 87% Regional arterials 27,471,000 13,503,319 13,967,681 49% Total projects and operations 875,552,774 511,117,930 364,434,844 58% Debt service Principal 83,775,000 67,100,000 16,675,000 80% Interest 43,400,800 43,400,206 594 100% Cost of issuance 7,051,300 7,050,855 445 100% Total debt service 134,227,100 117,551,061 16,676,039 88% Capital outlay 792,700 65,283 727,417 8% Total Expenditures 1,042,035,974 651,228,798 390,807,176 62% Excess revenues over (under) expenditures (547,653,433) (306,367,347) 400,611,106 56% Other financing sources/(uses) Operating transfer in 637,010,565 473,692,181 (163,318,384) 74% Operating transfer out (637,010,565) (473,692,181) 163,318,384 74% TIFIA loan proceeds 110,000,000 - (110,000,000) N/A Debt proceeds 638,855,000 638,854,602 (398) 100% Bond premium 61,919,000 38,328,774 (23,590,226) 62% Bond discount (2,433,300) (2,433,315) (15) 100% Total financing sources/(uses) 808,340,700 674,750,061 133,590,639 83% Net change in fund balances 260,687,267 368,382,714 534,201,745 141 % Fund balance July 1, 2013 590,821,600 622,186,895 31,365,295 105% Fund balance June 30, 2014 $ 851,508,867 $ 990,569,609 $ 565,567,040 116% 218 GENERAL FUND RIVERSIDE COUNTY TRANSPORTATION COMMISSION QUARTERLY BUDGET VS ACTUALS BY FUND 4TH QUARTER FOR NINE MONTHS ENDED 6/30/2014 MEASURE A SALES TAX TRANSPORTATION FSP/ WESTERN COACHELLA PALO LOCAL STATE TRANSIT UNIFORM COMMERCIAL SALES TAX TOLL REVENUE COMBINED SAFE COUNTY VALLEY VERDE TRANSPORTATION ASSISTANCE MITIGATION FEE PAPER BONDS BONDS DEBT SERVICE TOTAL VALLEY FUND (TUMF) Revenues Sales tax $ 2,800,000 $ - $ 101,819,766 $ 32,029,331 $ 1,004,087 $ 68,046,180 $ 10,498,324 $ - $ $ $ $ - $ 216,197,688 Federal reimbursements 12,374 186 28,604,525 - - - - (43,195) 2,767,401 31,341,291 State reimbursements 307,209 3,399,492 65,593,567 4,200,000 - - 73,500,268 Local reimbursements 228,858 168,453 3,818,855 - - 4,216,166 Transportation Uniform Mitigation Fee - - 93,046 - - - - 8,849,028 - - - - 8,942,074 Other revenues 13,877 1,146 632,388 - - - - 1,642,000 - - - - 2,289,411 Investment income 33,419 23,970 738,050 94,753 - 286,260 162,911 550,438 1,825,455 1,833,963 203,013 2,622,321 8,374,553 Total revenues 3,395,737 3,593,247 201,300,197 36,324,084 1,004,087 68,332,440 10,661,235 10,998,271 1,825,455 1,833,963 203,013 5,389,722 344,861,451 Expenditures Salaries and benefits 3,842,120 107,078 2,686,183 284 - - - 241,775 - - - - 6,877,440 Professional and support Professional services 1,459,706 525,609 9,317,653 6,939 - - - 693,540 300,000 - - - 12,303,447 Support costs 2,497,859 299,154 515,806 91 - - - 727 - - - - 3,313,637 Total Professional and support costs 3,957,565 824,763 9,833,459 7,030 - - - 694,267 300,000 - - - 15,617,084 Projects and operations Program operations - general 1,616,020 2,559,009 10,338,376 23,697 - - - 453,406 - - - - 14,990,508 Engineering 19,806 - 8,704,175 - - - - 3,681,434 - - - - 12,405,415 Construction - - 74,166,296 - - - - 16,353,922 - - - - 90,520,218 Design Build - - 156,564,703 - - - - - - - - - 156,564,703 Right of way/land - - 83,400,434 - - - - 9,344,984 - - - - 92,745,418 Operating and capital disbursements 9,742,340 - 4,811,064 5,217,000 - 54,701,936 14,806,879 - - - - - 89,279,219 Special studies 81,710 - 35,450 - - - - - - - - - 117,160 Local streets and roads - - 28,777,617 11,210,266 1,004,087 - - - - - - - 40,991,970 Regional arterials - - - 12,468,319 - - - 1,035,000 - - - - 13,503,319 Total projects and operations 11,459,876 2,559,009 366,798,115 28,919,282 1,004,087 54,701,936 14,806,879 30,868,746 - - - - 511,117,930 Debt service Principal - - - - - - - - 60,000,000 - - 7,100,000 67,100,000 Interest - - - - - - - - 789 - - 43,399,417 43,400,206 Cost of issuance - - - - - - - - - 4,131,685 2,919,170 - 7,050,855 Total debt service - - - - - - - - 60,000,789 4,131,685 2,919,170 50,499,417 117,551,061 Capital outlay 32,282 - 33,001 - - - - - - - - - 65,283 Total Expenditures 19,291,843 3,490,850 379,350,758 28,926,596 1,004,087 54,701,936 14,806,879 31,804,788 60,300,789 4,131,685 2,919,170 50,499,417 651,228,798 Excess revenues over (under) expenditures (15,896,106) 102,397 (178,050,561) 7,397,488 - 13,630,504 (4,145,644) (20,806,517) (58,475,334) (2,297,722) (2,716,157) (45,109,695) (306,367,347) Other financing sources/(uses) Operating transfer in 12,452,875 916,400 223,737,454 - - - - 3,766,228 60,001,951 - - 172,817,273 473,692,181 Operating transfer out - (916,400) (20,274,801) - - (12,452,875) - (1,690,282) (9,397,766) (300,772,016) (125,420,641) (2,767,400) (473,692,181) TIFIA loan proceeds - - - - - - - - - - - - Debt proceeds - - - - - - - - - 462,200,000 176,654,602 - 638,854,602 Bond premium - - - - - - - - - 38,328,774 - - 38,328,774 Bond discount - - - - - - - - - - (2,433,315) - (2,433,315) Total financing sources/(uses) 12,452,875 - 203,462,653 - - (12,452,875) - 2,075,946 50,604,185 199,756,758 48,800,646 170,049,873 674,750,061 Net change in fund balances (3,443,231) 102,397 25,412,092 7,397,488 - 1,177,629 (4,145,644) (18,730,571) (7,871,149) 197,459,036 46,084,489 124,940,178 368,382,714 Fund balance July 1, 2013 12,840,351 7,482,078 294,464,723 27,356,273 556 105,242,957 55,693,488 67,306,789 36,097,201 4,477,116 - 11,225,363 622,186,895 Fund balance June 30, 2014 $ 9,397,120 $ 7,584,475 $ 319,876,815 $ 34,753,761 $ 556 $ 106,420,586 $ 51,547,844 $ 48,576,218 $ 28,226,052 $ 201,936,152 $ 46,084,489 $ 136,165,541 $ 990,569,609 219 AGENDA ITEM 8B RIVERSIDE COUNTY TRANSPORTATION COMMISSION DATE: September 10, 2014 TO: Riverside County Transportation Commission FROM: Budget and Implementation Committee Marla Dye, Procurement Analyst Matt Wallace, Procurement Manager Theresia Trevino, Chief Financial Officer THROUGH: Anne Mayer, Executive Director SUBJECT: Single Signature Authority Report BUDGET AND IMPLEMENTATION COMMITTEE AND STAFF RECOMMENDATION: This item is for the Commission to receive and file the Single Signature Authority report for the fourth quarter ended June 30, 2014. BACKGROUND INFORMATION: Certain contracts are executed under single signature authority as permitted in the Commission's Procurement Policy Manual adopted in December 2012. The Executive Director is authorized to sign service contracts that are less than $100,000 individually and in an aggregate amount not to exceed $1 million in any given fiscal year. Additionally, in accordance with Public Utilities Code Section 130323(c), the Executive Director is authorized to sign contracts for supplies, equipment, materials, and construction of all facilities and works under $50,000 individually. The attached report details all contracts executed for the fourth quarter ended June 30, 2014, under the single signature authority granted to the Executive Director. The unused capacity of single signature authority for services at June 30 is $463,772. Attachment: Single Signature Authority Report as of June 30, 2014 Agenda Item 8B 220 CONSULTANT SINGLE SIGNATURE AUTHORITY AS OF June 30, 2014 DESCRIPTION OF SERVICES ORIGINAL CONTRACT PAID AMOUNT REMAINING AMOUNT CONTRACT AMOUNT AMOUNT AVAILABLE July 1, 2013 $1,000,000.00 Green Com, Inc. Public outreach services on the 1-215, Blaine St. to MLK Blvd Project 10,000.00 10,000.00 0.00 Southern California Regional Rail Authority Switching Passenger Train Traffic at Pachappa Crossing over SR-91 0.00 30,000.00 HOV Proiect 30,000.00 Corner Stone Right of Way Relocation Appeal Hearing Officer Services 10,000.00 5,548.59 4,451.41 AECOM Construction Contract Change Order Support for the 1-215/SR-60 East 58,175.23 0.00 58,175.23 Junction HOV Proiect ThyssenKrupp Elevator Americas Elevator Maintenance Service - North Main Corona Station 54,000.00 15,185.60 38,814.40 Bartel & Associates, Inc Actuarial Valuation Services for OPEB Calculation 2,500.00 0.00 2,500.00 Express Transportation Systems, Inc Taxi Service During the Maintenance of the Pedestrian Crossing 1,257.20 1,257.20 0.00 Smith, Watts &Martinez LLC Extra Work Public Opinion Survey - Quality of Life Issues in Riverside 63,800.00 58,000.00 5,800.00 County Arellano Associates Release sponsorship funds for specific event purposes necessary for 60,000.00 48,790.23 11,209.77 the SR-91 CIP and PVL groundbreaking events Avila & Putnam, PLC Legal Services for Eminent Domain on the SR-91 CIP. 50,000.00 20,216.57 29,783.43 HDR Construction Control Corporation Close analysis for the CM Services for the 1-215 Widening Blaine St. to 35,794.00 33,143.44 2,650.56 MLK Blvd. Southstar Engineering & Consulting Additional funds for Right of Way Management Support Services 4,000.00 3,625.00 375.00 Spectrum Group Arbitration Support and Errors and Omissions Review Perris Multimodal 20,000.00 3,897.40 16,102.60 Services Proiect Transportation Corridor Agencies FasTrak® License Agreement 1.00 0.00 1.00 AON Global Risk Consulting Insurance Audit Services 45,000.00 0.00 45,000.00 Associated Right of Way Services, Inc Relocation Assistance Services for the SR-91 CIP 50,000.00 150.00 49,850.00 Caltrans Rent Profilograph Equipment for the 1-215 Central Widening Project 1,700.00 0.00 1,700.00 All Security Services Security Guard Services for Commission Owned Property on the SR- 91 40,000.00 19,470.00 20,530.00 CIP AMOUNT USED 536,227.43 AMOUNT USED 536,227.43 AMOUNT REMAINING through June 30, 2014 $463,772.57 None Marla Dye Prepared by Agreements that fall under Public Utilities Code 130323 (C) N/A $ $ $ Theresia Trevino Reviewed by Note: Shaded area represents new contracts listed in the third quarter. V:\2014\09 September\Budget and Implementation\ 78.MD.Attl.SingleSignO4.xlsx 221 AGENDA ITEM 8C RIVERSIDE COUNTY TRANSPORTATION COMMISSION DATE: September 10, 2014 TO: Riverside County Transportation Commission FROM: Budget and Implementation Committee Michele Cisneros, Finance Manager/Controller Theresia Trevino, Chief Financial Officer THROUGH: Anne Mayer, Executive Director SUBJECT: Quarterly Sales Tax Analysis BUDGET AND IMPLEMENTATION COMMITTEE AND STAFF RECOMMENDATION: This item is for the Commission to receive and file the sales tax analysis for Quarter 1 2014 (Q1 2014). BACKGROUND INFORMATION: At its December 2007 meeting, the Commission awarded an agreement to MuniServices, LLC (MuniServices) for quarterly sales tax reporting services plus additional fees contingent on additional sales tax revenue generated from the transactions and use tax (sales tax) audit services. As part of the recurring contracts process, the Commission approved a five-year extension through June 30, 2018. The services performed under this agreement pertain to only the Measure A sales tax revenues. Since the commencement of these services, MuniServices submitted an audit update, which reported findings generated and submitted to the State Board of Equalization (SBOE) for review and determination of errors in sales tax reporting related to 292 businesses. For Q4 2013, the SBOE approved corrections for 218 of these accounts for a total sales tax revenue recovery of $4,224,302. Updated amounts through Q1 2014 will be provided once received from MuniServices. If the SBOE concurs with the error(s) for the remaining claims, the Commission will receive additional revenues; however, the magnitude of the value of the remaining findings was not available. It is important to note that while the recoveries of additional revenues will be tangible, it will not be sufficient to alter the overall trend of sales tax revenues. Additionally, MuniServices provided the Commission with the quarterly sales tax summary report for the Q1 2014. Most of the Q1 2014 Measure A sales tax revenues were received by the Commission in the second quarter of calendar year 2014, during April through June 2014, due to a lag in the sales tax calendar. The summary section of the Q1 2014 report is attached and includes an overview of California sales tax receipts, local results, historical cash collections analysis by quarter, summary of the top 25 sales/use tax contributors, historical sales tax Agenda Item 8C 222 amounts, annual sales tax by business category, five-year economic trend for significant business category (construction), and results. Sales tax receipts for Riverside County were 4.7 percent higher compared to Q1 2013. While auto sales -new and restaurants had the largest gains in Q1 2014 compared to Q1 2013, the largest declines during the same period were related to electronic equipment and department stores. The decline in electronic equipment, similar to recent prior quarters, is attributable to certain energy -related companies and the completion of renewable energy developments in Riverside County, while the department store decline may be due to internet transactions and a general statewide decline in purchases in Q1 2014. Taxable transactions for the top 25 tax contributors in Riverside County, generated 22 percent of the taxable sales for the year ended Q1 2014, which was comparable to the year ended Q1 2013. The top 100 tax contributors generated 36 percent of the taxable sales for the year ended Q1 2014, which was comparable to the year ended Q1 2013. In the Economic Category Analysis below, five of the six categories experienced increases in the Q1 2014 benchmark year compared to Q1 2013, while the business to business category was flat and slightly under the high for Q2 2013. Construction has the largest increase at 12.5 percent and experienced significant increases for several recent quarters. The construction increase was primarily related to the building materials wholesale segment. The other four economic categories had increases ranging from 3.5 percent to 6.5 percent. ECONOMIC CATEGORY ANALYSIS of Total / % Change RCTC State Wide S.F. Bay Area Sacramento Valley Central Valley South Coast Inland Empire North Coast Central Coast General Retail 28.4 / 3.5 28.5 / 1.9 27.8 / 2.5 28.4 / 1.2 30.5 / 3.2 28.9 / 1.4 26.8 / 2.2 28.4 / 1.0 32.4 / 1.1 Food Products 16.3 / 6.1 19.4/4.7 20.5/6.5 16.4/2.8 16.0/3.1 20.3/4.2 16.7/5.6 18.4/2.8 29.9/-1.6 Transportation 27.0 / 6.5 25.1 / 4.5 22.3 / 5.3 28.9 / 6.6 27.1 / 5.2 24.8 / 3.3 28.9 / 6.3 30.9 / 1.6 21.9 / 2.5 Construction 11.9 / 12.5 9.0/5.9 9.1/9.1 10.6/6.7 11.1/6.5 8.0/2.9 11.0/9.2 12.5/5.8 9.3/9.2 Business to Business 14.5 / 0.0 16.9/2.2 19.2/-0.8 14.1/3.8 14.1/1.4 17.1/3.0 15.7/6.4 9.0/4.9 5.2/-3.4 Miscellaneous 1.9 / 4.4 1.1/-8.7 1.1/-6.9 1.7/0.7 1.2/-1.5 1.0/-9.0 1.0/-21.8 0.8/-5.7 1.2/11.3 Total 100.0 / 5.2 100.0/3.3 100.0/3.7 100.0/3.9 100.0/3.7 100.0/2.7 100.0/5.0 100.0/2.4 100.0/1.1 General Retail: Apparel Stores, Department Stores, Furniture/Appliances, Drug Stores, Recreation Products, Florist/Nursery, and Misc. Retail Food Products: Restaurants, Food Markets, Liquor Stores, and Food Processing Equipment Construction: Building Materials Retail and Building Materials Wholesale Transportation: Auto Parts/Repair, Auto Sales - New, Auto Sales - Used, Service Stations, and Misc. Vehicle Sales Business to Business: Office Equip., Electronic Equip., Business Services, Energy Sales, Chemical Products, Heavy Industry, Light Industry, and Leasing Miscellaneous: Health & Government, Miscellaneous Other, and Closed Account Adjustments For five of the top ten segments (auto sales -new, restaurants, building materials -wholesale, miscellaneous retail, and food markets) during the past eight quarters, sales taxes reached a new high point. These five segments represent 40.3 percent of the total sales tax receipts. Service stations, one of the top ten segments representing 10.8 percent of the total sales tax receipts, decreased to a new low point in the past two-year period. The high point for service stations occurred in Q4 2012. Three of the top ten segments (department stores, apparel stores, and building materials -retail) were under the Q4 2013 amount, and the other top ten Agenda Item 8C 223 segment (light industry) remained slightly above Q4 2013. These four segments that fell between the high and low points represent 24.5 percent of the total sales tax receipts. The top ten segments represent 75.6 percent of the total sales tax receipts. For the other segments representing 24.4 percent of the total sales tax receipts, the segments representing 21.8 percent of the total sales tax receipts reached new high points in the past two years during Q1 2014. In the Economic Segment Analysis below, service stations, auto sales -new, and department stores represent the three largest economic segments for Riverside County, or 32.2 percent of total sales taxes. This is the sixth consecutive quarter since Q3 2008 that auto sales -new has been in the top three economic segments, having moved from third largest segment in prior quarters to second largest segment in Q1 2014. Growth seen in previous quarters for the service stations segment has been declining as shown by the 2.1 percent decrease for the year ended Q1 2014 due to lower gas prices. ECONOMIC SEGMENT ANALYSIS ROTC State Wide S.F. Bay Area Sacramento Valley Central Valley South Coast Inland Empire North Coast Central Coast Largest Segment Service Stations Restaurants Restaurants Auto Sales- New Department Stores Restaurants Service Stations Service Stations Restaurants %ofTotal /%Change 10.8/-2.1 13.4/6.0 14.3/7.8 12.0/13.5 14.0/1.1 14.5/6.6 12.2/-5.7 13.3/-6.0 21.2/13.5 2nd Largest Segment Auto Sales - New Auto Sales - New Auto Sales - New Department Stores Service Stations Auto Sales - New Department Stores Department Stores Misc. Retail %ofTotal /%Change 10.8 / 14.1 10.4/10.8 10.0/10.5 11.5/1.5 11.3/-1.4 10.6/15.2 11.2/-1.1 11.4/-9.0 9.9/1.5 3rd Largest Segment Department Stores Department Stores Department Stores Restaurants Auto Sales- New Department Stores Restaurants Auto Sales- New Service Stations %ofTotal /%Change 10.6 / 1.4 10.1/0.0 8.5/-0.7 10.5/1.3 9.8/11.6 9.8/0.9 10.5/5.1 10.2/16.4 9.6/1.3 During the review of the Q1 2014 detailed report with MuniServices, information regarding sales tax comparisons by city and change by economic category from Q1 2013 to Q1 2014 was provided. Staff continues to monitor monthly sales tax receipts and other available economic data to determine the need for any adjustment to the revenue projections. Staff will utilize the forecast scenarios included with the complete report and recent trends in assessing such projections. Attachments: 1) Sales Tax Digest Summary Q1 2014 2) Quarterly Sales Tax Change Comparison by City for Q1 2013 to Q1 2014 Agenda Item 8C 224 ATTACHMENT 1 Riverside County Transportation Commission Sales Tax Digest Summary Collections through June 2014 Sales through March 2014 (2014Q1) CALIFORNIA'S ECONOMIC OUTLOOK California sales tax receipts increased by 3.7% over the same quarter from the previous year, with Northern California reporting a 3.6% increase compared to 3.8% for Southern California. Receipts for the District of Rctc changed by 4.7% over the same periods. Sales of existing single-family homes increased 7.4 % in April, the largest monthly gain since January 2011. Compared to a year ago, sales were down 7%, and April marked the ninth straight monthly decline on a year -over -year basis. The median number of days to sell was 34 days, well below the average of 58 days in 2007. The median price of existing single-family homes rose by 3.2 percent in April to $449,360, the highest level since December 2007. Multifamily home building surged in April to its highest level since March 2007 and the value of nonresidential building in April increased over 31% from the previous month, but the total value of all building activity is still 33% below the pre -recession peak in 2005. California's unemployment rate continued to drop by 0.2 of a percentage point to 7.6 percent in May — the lowest rate since August 2008. California has recovered all but 25,200 of the jobs it lost during the recession, (the high was 15,449,800jobs in July 2007). LOCAL RESULTS Net Cash Receipts Analysis Local Collections Share of County Pool 0.0% Share of State Pool 0.0% SBE Net Collections Less: Amount Due County 0.0% Less: Cost of Administration Net 1Q2014 Receipts Net 1Q2013 Receipts Actual Percentage Change $38,784,207 0 0 38,784,207 .00 (471,420) 38,312,787 36,575,783 4.7% Business Activity Performance Analysis Local Collections Less: Payments for Prior Periods Preliminary 1Q2014 Collections Projected 1Q2014 Late Payments Projected 1Q2014 Final Results Actual 1Q2013 Results Projected Percentage Change $38,784,207 (1,722,599) 37,061,608 1,484,475 38,546,083 36,869,625 4.5 www.MuniServices.com pp2t 800-8181 Page 1 Riverside County Transportation Commission HISTORICAL CASH COLLECTIONS ANALYSIS BY QUARTER $45,000 $40,000 $35,000 $30,000 $25,000 x z $20,000 $15,000 $10,000 $5,000 $0 (in thousands of $) $500 - $450 i - $400 I1-1 - $350 I, ' , - $300 d 1 - $250 w a I , , , - $200 d I , , , - $150 I , , I , - $100 I - $50 $0 4Q2011 1Q2012 2Q2012 3Q2012 4Q2012 1Q2013 2Q2013 3Q2013 4Q2013 1Q2014 Net Receipts SBOE Admin Fees Due TOP 25 SALES/USE TAX CONTRIBUTORS The following list identifies Rctc's Top 25 Sales/Use Tax contributors. The list is in alphabetical order and represents sales from April 2013 to March 2014. The Top 25 Sales/Use Tax contributors generate 22.3% of Rctc's total sales and use tax revenue. ALBERSTON'S FOOD CENTERS AMAZON.COM BEST BUY STORES CARMAX THE AUTO SUPERSTORE CHEVRON SERVICE STATIONS CIRCLE K FOOD STORES COSTCO WHOLESALE DEPT OF MOTOR VEHICLES DESERT SUNLIGHT HOME DEPOT K MART STORES KOHL'S DEPARTMENT STORES LOWE'S HOME IMPROVEMENT MACY'S DEPARTMENT STORE RALPH'S GROCERY COMPANY ROSS STORES SAM'S CLUB STATER BROS MARKETS TARGET STORES TOYOTA OF RIVERSIDE USA SERVICE STATIONS VONS SERVICE STATIONS WAL MART STORES WALGREEN'S DRUG STORES WHIRLPOOL CORPORATION www.MuniServices.com (800) 800-8181 226 Page 2 Riverside County Transportation Commission HISTORICAL SALES TAX AMOUNTS The following chart shows the sales tax level from sales through March 2014, the highs, and the lows for each segment over the last two years. (in thousands of $) ■ 1Q2014 ♦ High ■ Low $18,000 $16,000 11 � O 1 $14,000 $12,000 . . $10,000 . . Y $8,000 . $6,000 - $4,000 - $2,000 - - - - • Y $0 y� S s�� � s � ��� e, �sti OS �i�� e�0 Q� P.1 sPJ¢Qye��.Jbo v ,, 4z, ANNUAL SALES TAX BY BUSINESS CATEGORY (in thousands of $) 1Q2014 4Q2013 3Q2013 -I 2Q2013 1Q2013 -I 4Q2012 3Q2012 2Q2012 1 Q20129,555 4Q2011 ,16 41,591 18,295 22,361 6 43,585 I 24,776 I 40,999 17,966 22,096 211116 I 43,098 24,298 Amil 40,432 17,999 22,313 2 8f 4 I I I I 42,689 24,073 -1MI 39,746 17,203 22,461 217' u 42,179 23,719 39,060 16,265 22,371 2112 I I I 41,373 23,452 38,673 15,505 21,768 2.1112 3 40,693 23,055 37,894 15,086 20,880 2 39,981 22,603 37,187 14,379 19,932 2P7 I 22,098 _ 36,286 13,852 19,090 21763 I ,511 35,327 .11163,677 18,772 2762 $O $20,000 $40,000 $60,000 $801000 $100,000 $120,000 $140,000 $160,000 $180,000 LIM General Retail MI Food Products CI Transportation O Construction MI Business To Business MI Miscellaneous www.MuniServices.com (800) 800-8181 227 Page 3 Riverside County Transportation Commission FIVE-YEAR ECONOMIC TREND: Construction (in thousands of $) $6,000 $5,000 $4,000 - -� $3,000 $2,000 $1,000 ■ - - $O o o o o O O O O -, -, -, -, N N N N M M M M R O_ O_ O_ O_ AR _O O RR O_ AAR O_ O_ O_ AIR _O _O d d d d d d d d d d d d d d d d Co d d d d H N M R rl N M R rl N M R rl N M Q rl N M Q rl PER CAPITA BY BUSINESS SEGMENT This chart shows sales tax per capita from business segments from April 2013 to March 2014. www.MuniServices.com (800) 800-8181 228 Page 4 Riverside County Transportation Commission FINAL RESULTS: October -December 2013 Sales Local Net Cash Collections Less: Pool Amounts Less: Prior Quarter Payments Add: Late Payments Local Net Economic Collections after Adjustments Percent Change from January -March 2012 Sales MUNISERVICES' ON -GOING AUDIT RESULTS This Quarter $357,213 Total to Date $4,376,666 $41,196,481 ($-447,720) ($2,360,219) $1, 374, 648 $40,658,629 UP BY 3.4% www.MuniServices.com (800) 800-8181 229 Page 5 ATTACHMENT 2 Quarterly Sales Tax Change General Retail Food P ducts Construction L N m Jan - Mar 2014 (2014Q1) Jan - Mar 2013 (2013Q1) % Chg Gain Gain Decline Decline RIVERSIDE COUNTY RCTC 0.8% 6.1% 6.0% 8.3% 5.0% 2.9% Banning 3.6% 2.4% 1.3% -2.3% -3.6% -61.6% Beaumont -0.1% 7.0% 1.9% -7.0% 8.4% 30.7% Blythe -10.7% -5.4% -5.0% -28.7% -28.1% 34.1% Calimesa 27.0% 8.1% -0.4% 5.7% 91.9% 16.8% Canyon Lake -19.6% -32.6% 311.6% 80.8% 145.7% -25.1% Cathedral City -3.5% -1.0% 10.5% -7.2% -3.4% 4.2% Coachella -0.8% 0.6% 0.2% 11.5% 63.4% 79.2% Corona 0.0% 5.2% 0.4% 16.8% 3.0% -17.6% Desert Hot Springs -22.1% 10.7% -3.2% 25.6% -91.1% 22.7% Eastvale 1.0% 20.3% -10.3% 5.8% 11.2% 24.3% Hemet -2.7% 5.1% 28.5% 11.1% 13.4% 6.0% Indian Wells -28.6% -1.4% -10.1% -20.7% -15.7% -0.7% Indio -2.8% -0.1% 17.2% 17.6% 22.3% 2.6% Jurupa Valley -1.6% 4.4% -1.6% 48.3% 11.8% -22.3% La Quinta -12.1% 24.1% 0.3% 25.0% 11.2% 10.6% Lake Elsinore 0.4% 3.1% -3.2% 7.2% 43.5% -12.5% Menifee -2.8% 5.3% 7.2% 47.1% 22.2% -9.5% Moreno Valley 0.5% 4.4% 4.6% 42.2% 47.4% -8.0% Murrieta -3.8% 5.2% 6.4% 20.2% 53.4% 52.8% Norco 7.8% 8.7% 13.0% -7.3% 4.2% 6.7% Palm Desert 0.3% 8.6% -8.7% 23.3% 4.9% 28.4% Palm Springs 3.2% 10.1% 5.6% 5.2% -1.5% 53.9% Perris 0.5% 5.2% 4.3% 18.8% 20.2% -18.2% Rancho Mirage 2.8% 3.2% 23.8% 3.1% 7.3% -1.8% Riverside -0.7% 4.7% 16.8% 23.8% 12.3% 6.8% Riverside County 3.4% 10.1% 3.5% 2.1% -58.4% 7.1% San Jacinto -2.1% 4.3% -7.3% 23.8% 18.2% 8.3% Temecula -1.4% 5.8% 7.1% 12.2% 4.6% -6.9% Wildomar -2.0% 0.4% 24.3% -12.3% 11.5% -17.0% 38,545,647 36,869,101 4.5% 440,569 848,919 401,005 160,592 36,828 1,874,659 836,342 7,418,757 345,902 1,275,940 2,552,062 356,400 2,234,411 1,983,251 2,194,616 1,671,998 1,220,458 3,505,969 2,942,228 1,182,889 4,569,753 2,991,872 1,765,118 1,195,182 11,886,250 6,427,937 508,110 6,390,844 317,978 436,230 834,533 456,097 147,254 35,608 1,788,199 802,307 7,029,857 424,980 1,203,972 2,226,562 392,156 2,048,077 1,849,409 2,121,672 1,636,819 1,136,900 3,231,303 2,709,465 1,080,443 4,420,998 2,834,677 1,662,417 1,119,866 10,733,436 6,770,578 508,783 6,163,305 290,232 1.0% 1.7% -12.1% 9.1% 3.4% 4.8% 4.2% 5.5% -18.6% 6.0% 14.6% -9.1% 9.1% 7.2% 3.4% 2.1% 7.3% 8.5% 8.6% 9.5% 3.4% 5.5% 6.2% 6.7% 10.7% -5.1% -0.1% 3.7% 9.6% Auto Sales - New Drug Stores BIdg.Matls-Retail Light Industry Auto Parts/Repair Department Stores Heavy Industry Service Stations Department Stores Department Stores Department Stores Service Stations Light Industry Misc. Vehicle Sales Service Stations Department Stores Service Stations Service Stations Drug Stores Service Stations Department Stores Service Stations Office Equipment Miscellaneous Other BIdg.Matls-Retail Drug Stores Business Services Auto Sales - Used Energy Sales Drug Stores Restaurants Department Stores Misc. Vehicle Sales Auto Sales - New Light Industry Service Stations Auto Sales - New Light Industry BIdg.Matls-Whsle Restaurants Electronic Equipment Auto Sales - New Furniture/Appliance Service Stations BIdg.Matls-Whsle Restaurants Heavy Industry BIdg.Matls-Retail BIdg.Matls-Whsle Energy Sales Auto Sales - Used Apparel Stores Restaurants Electronic Equipment Auto Sales - New Auto Sales - New Food Processing Eqp Restaurants Auto Sales - New Service Stations Electronic Equipment Service Stations Restaurants Furniture/Appliance Restaurants Auto Sales - Used Misc. Vehicle Sales BIdg.Matls-Whsle BIdg.Matls-Retail Food Markets Restaurants BIdg.Matls-Retail Recreation Products BIdg.Matls-Whsle Office Equipment BIdg.Matls-Retail BIdg.Matls-Whsle Misc. Vehicle Sales Restaurants Leasing Auto Sales - New BIdg.Matls-Retail Service Stations Auto Sales - New Restaurants BIdg.Matls-Whsle Service Stations BIdg.Matls-Whsle Auto Sales - Used Restaurants Department Stores Auto Sales - New Service Stations BIdg.Matls-Whsle Misc. Vehicle Sales Liquor Stores Business Services BIdg.Matls-Retail Chemical Products Heavy Industry Service Stations Department Stores Miscellaneous Retail Department Stores Department Stores Miscellaneous Retail BIdg.Matls-Retail Apparel Stores Food Markets Department Stores Service Stations Department Stores Energy Sales Service Stations Misc. Vehicle Sales Department Stores Electronic Equipment Auto Parts/Repair Department Stores BIdg.Matls-Whsle 230 AGENDA ITEM 8D RIVERSIDE COUNTY TRANSPORTATION COMMISSION DATE: September 10, 2014 TO: Riverside County Transportation Commission FROM: Budget and Implementation Committee Megan Kavand, Accounting Technician Anne Hallberg, Accounting Supervisor Theresia Trevino, Chief Financial Officer THROUGH: Anne Mayer, Executive Director SUBJECT: Quarterly Investment Report BUDGET AND IMPLEMENTATION COMMITTEE AND STAFF RECOMMENDATION: This item is for the Commission to receive and file the Quarterly Investment Report for the quarter ended June 30, 2014. BACKGROUND INFORMATION: For the past few years and as a result of a low interest rate environment, the Commission's quarterly investment reports have reflected investments primarily concentrated in the Riverside County Pooled Investment Fund (RCPIF). Other investments included the state Local Agency Investment Fund and mutual funds. In connection with the issuance of sales tax revenue bonds and toll revenue bonds and the execution of Transportation Infrastructure Finance and Innovation Act (TIFIA) loan for the State Route 91 Corridor Improvement Project (SR-91 CIP), the Commission anticipated the need to engage an investment manager for the bond proceeds and other required funds. Additionally, the Commission desired to engage an investment manager to provide investment advisory and management services related to the Commission's operating funds. Accordingly, at its May 2013 meeting, the Commission awarded two investment management services agreements to Logan Circle Partners, L.P. (Logan) for SR-91 CIP funds and to Payden & Rygel Investment Management (Payden & Rygel) for Commission operating funds. Logan invested the SR-91 CIP debt proceeds during the first quarter of FY2013/14 in the Short - Term Actively Managed Program (STAMP). Since most of the first quarter activity concentrated in the investment and accounting for the SR-91 CIP financing, Payden & Pygel has not yet been authorized to make specific investments for the Commission's operating funds. The quarterly investment report for the fourth quarter of FY 2013/14 as required by state law and Commission policy reflects the increased investment activities resulting from the SR-91 CIP. The quarterly investment report includes the following information: Agenda Item 8D 231 • Investment Portfolio Report; • STAMP Portfolio by Investment Category; • STAMP Portfolio by Account; • STAMP Portfolio Transaction Report by Account; • STAMP Portfolio Summary of investment by credit rating, industry group, asset class, security type and market sector; • STAMP Portfolio Toll Revenue Project Senior Lien Fund Summary of investment by credit rating, industry group, asset class, security type and market sector; • STAMP Portfolio Toll Revenue Project Sales Tax Revenue Fund Summary of investment by credit rating, industry group, asset class, security type and market sector; • STAMP Portfolio Toll Revenue Series A & Series B Reserve Fund Summary of investment by credit rating, industry group, asset class, security type and market sector; • STAMP Portfolio Toll Revenue Project Capitalized Interest Fund Summary of investment by credit rating, industry group, asset class, security type and market sector; • STAMP Portfolio Sales Tax Revenue Capitalized Interest Fund Summary of investment by credit rating, industry group, asset class, security type and market sector; • Logan Circle Partners Short Duration Second Quarter Review of STAMP portfolio, including benchmark information; and • County of Riverside Investment Report for the Quarter Ended June 30, 2014. The Commission's investments were in full compliance with the Commission's investment policy adopted on June 7, 2012. Additionally, the Commission has adequate cash flows for the next six months. Attachments: 1) Investment Portfolio Report 2) STAMP Portfolio by Investment Category 3) STAMP Portfolio by Account 4) STAMP Portfolio Transaction Report by Account 5) STAMP Portfolio Summary of Investments 6) STAMP Portfolio Toll Revenue Project Senior Lien Fund Summary of Investments 7) STAMP Portfolio Toll Revenue Project Sales Tax Revenue Fund Summary of Investments 8) STAMP Portfolio Toll Revenue Series A & Series B Reserve Fund Summary of Investments 9) STAMP Portfolio Toll Revenue Project Capitalized Interest Fund Summary of Investments 10) STAMP Portfolio Sales Tax Revenue Capitalized Interest Fund Summary of Investments 11) Logan Circle Partners Short Duration Second Quarter Review 12) County of Riverside Investment Report Agenda Item 8D 232 ATTACHMENT 1 Riverside County Transportation Commission Investment Portfolio Report Period Ended: June 30, 2014 RATING COUPON PAR PURCHASE MATURITY YIELD TO PURCHASE MARKET UNREALIZED FAIR VALUE MOODYS/FITCH/S&P RATE VALUE DATE DATE MATURITY COST VALUE GAIN (LOSS) OPERATING FUNDS City National Bank Deposits 37,234,521 A3/BBB+ N/A N/A County Treasurer's Pooled Investment Fund 431,821,615 Aaa-bf/AAA/V1 N/A 0.39% Local Agency Investment Fund (LAIF) 3,627,254 Not Rated N/A N/A Subtotal Operating Funds 472,683,390 FUNDS HELD IN TRUST County Treasurer's Pooled Investment Fund: Local Transportation Fund Subtotal Funds Held in Trust COMMISSION MANAGED PORTFOLIO US Bank Money Market First American Govemment Obligation Fund Cost of Issuance Fund BNY Mellon Money Market Subtotal Commission Managed Portfolio STAMP PORTFOLIO for 91 CIP Toll Revenue Project Senior Lien Fund Toll Revenue Project Sales Tax Revenue Fund Series A & Series B Reserve Fund Toll Revenue Project Capitalized Interest Fund Sales Tax Revenue Capitalized Interest Fund Subtotal STAMP Portfolio TOTAL All Cash and Investments 101,871,080 Aaa-bf/AAA/V1 N/A 101,871,080 3,601,393 Aaa-bf/AAA/V1 N/A 3,601,394 46,073,678 See attached report for details 207,637,355 See attached report for details 18,144,952 See attached report for details 25,386,722 See attached report for details 83,298,025 See attached report for details 380,540,732 $ 958,696,596 500,000,000 450,000,000-ri,"/// 400,000,000 350,000,000 // 300,000,000 250,000,000' 200,000,000 150,000,000 100,000,000 50,000,000 0 26.30/ 11.27% 1.88% ■ 10.55% 1.00 % L Nature of Investments ■ STAMP Portfolio for 91 CIP Reserve ■ STAMP Portfolio for 91 CIP Project Fund ■ STAMP Portfolio for 91 CIP Capitalized Interest ■ Commission Managed Portfolio Debt Reserve ■ Trust Funds ■ Operating Funds 0.39 N/A Portfolio Investment Type 39.33% Fixed Income 1.00% Mutual 0.11% Money Funds Market Funds 0.38% LAIFI 59.18% County Pool/Cash 233 ATTACHMENT 2 EMEN IMmm• Rere rside Cone Oyi ansporMin e Ca inmissivn STAMP Portfolio by Investment Category for quarter ended June 30, 2014 Security Type Category Issuer Final Maturity Trade Date Current Face Value Original Cost Neat Call Date Base Market Value Base Net Total Unrealized Gain/Loss Coupon Summarized Yield Credit Rating Source Account Account Identifier 347621 LC -Sr Lien Reserve Fund-1 3137EACA5 Agency Federal Home Loan Mortgage Corporation 03/27/2019 07/05/2013 800,000.00 875,900.00 --- 879,208.00 15,708.17 3.750 1.574 AAA 205091001 LC-2013 A Capitalized Interest 31398AZV7 Agency Federal National Mortgage Association 11/20/2014 06/30/2014 1,100,000.00 1,110,808.60 --- 1,110,681.00 (52.02) 2.625 0.127 AAA 205091001 LC-2013 A Capitalized Interest 3134A4UU6 Agency Federal Home Loan Mortgage Corporation 07/15/2014 06/04/2014 200,000.00 201,124.88 --- 200,380.00 (4.11) 5.000 0.429 AAA 347621 LC -Sr Lien Reserve Fund-1 3137EADB2 Agency Federal Home Loan Mortgage Corporation O1/13/2022 07/05/2013 550,000.00 529,303.50 --- 548,916.50 17,475.63 2.375 2.404 AAA 347621 LC -Sr Lien Reserve Fund-1 3136G1QA0 Agency Federal National Mortgage Association 08/O1/2018 04/23/2014 200,000.00 200,376.00 08/O1/2014 200,140.00 22.26 1.060 0.246 AAA 347621 LC -Sr Lien Reserve Fund-1 3135GOJA2 Agency Federal National Mortgage Association 04/27/2017 --- 575,000.00 574,886.75 --- 577,898.00 2,865.14 1.125 0.944 AAA 347621 LC -Sr Lien Reserve Fund-1 313381H24 Agency Federal Home Loan Banks Office of Finance O1/16/2015 --- 780,000.00 780,471.80 --- 780,561.60 316.00 0.250 0.118 AAA 205091001 LC-2013 A Capitalized Interest 313385N51 Agency Federal Home Loan Banks Office of Finance 11/07/2014 06/13/2014 500,000.00 499,830.00 --- 499,890.00 42.30 0.000 0.062 AAA 347621 LC -Sr Lien Reserve Fund-1 38376LE39 Agency CMO The Government National Mortgage Association Gua 12/20/2038 07/08/2013 28,880.12 29,250.14 --- 29,385.06 329.21 4.000 -1.667 AAA 347621 LC -Sr Lien Reserve Fund-1 31395EZP5 Agency CMO Federal Home Loan Mortgage Corporation 08/15/2019 07/09/2013 171,327.31 181,258.93 --- 181,749.15 1,718.60 4.500 0.814 AAA 347621 LC -Sr Lien Reserve Fund-1 38377UN20 Agency CMO The Government National Mortgage Association Gua O1/20/2040 --- 438,704.87 450,062.07 --- 450,888.15 1,909.35 3.000 1.063 AAA 347621 LC -Sr Lien Reserve Fund-1 31398V WC6 Agency CMO Federal Home Loan Mortgage Corporation 06/15/2028 07/08/2013 156,938.70 160,764.08 --- 158,389.44 (179.35) 7.000 3.105 AAA 205091001 LC-2013 A Capitalized Interest 31392FPP6 Agency CMO Federal National Mortgage Association 11/25/2017 07/15/2013 307,128.40 325,268.17 --- 322,884.09 1,045.63 5.000 0.705 AAA 347621 LC -Sr Lien Reserve Fund-1 3137AEV77 Agency CMO Federal Home Loan Mortgage Corporation 05/25/2018 07/03/2013 251,000.00 258,314.30 --- 261,578.90 4,789.68 2.699 1.518 AAA 347621 LC -Sr Lien Reserve Fund-1 31392JJ83 Agency CMO Federal National Mortgage Association 03/25/2018 07/08/2013 49,595.40 52,323.14 --- 52,356.52 560.23 5.000 0.723 AAA 347628 LC-PF-2 Sales Tax Revenue Bond 31395MLT4 Agency CMO Federal Home Loan Mortgage Corporation 06/15/2019 07/15/2013 48,782.70 49,575.42 --- 48,826.95 (81.12) 4.500 -0.003 AAA 347621 LC -Sr Lien Reserve Fund-1 38377RVK8 Agency CMO The Government National Mortgage Association Gua 04/20/2039 07/03/2013 148,556.27 152,084.47 --- 153,447.18 1,658.99 3.000 1.904 AAA 347623 LC -Sr Lien Ob Fund-1 Interest 3137ASNH3 Agency CMO Federal Home Loan Mortgage Corporation 09/25/2021 08/15/2013 445,693.79 433,994.32 --- 442,734.82 7,429.77 1.459 1.612 AAA 347621 LC -Sr Lien Reserve Fund-1 3137ASNH3 Agency CMO Federal Home Loan Mortgage Corporation 09/25/2021 07/03/2013 445,693.79 435,543.81 --- 442,734.82 5,901.08 1.459 1.612 AAA 347621 LC -Sr Lien Reserve Fund-1 31397QUQ9 Agency CMO Federal National Mortgage Association 06/25/2020 12/31/2013 183,975.61 195,415.59 --- 189,897.60 (4,265.07) 2.750 0.680 AAA 347621 LC -Sr Lien Reserve Fund-1 31395K5G4 Agency CMO Federal Home Loan Mortgage Corporation 05/15/2033 07/08/2013 16,933.05 17,176.46 --- 16,994.19 1.63 5.000 1.726 AAA 347621 LC -Sr Lien Reserve Fund-1 38377JZ89 Agency CMO The Government National Mortgage Association Gua 10/20/2039 07/05/2013 225,195.92 232,083.74 --- 237,081.08 5,326.01 3.500 1.739 AAA 205091001 LC-2013 A Capitalized Interest 31392HWL3 Agency CMO Federal National Mortgage Association 02/25/2018 07/12/2013 69,937.64 73,827.92 --- 73,794.00 688.56 5.000 0.720 AAA 205091001 LC-2013 A Capitalized Interest 31392F6C6 Agency CMO Federal National Mortgage Association 12/25/2017 07/09/2013 468,239.97 496,700.18 --- 492,752.33 1,453.88 5.000 0.709 AAA 205091001 LC-2013 A Capitalized Interest 31392BVM5 Agency CMO Federal National Mortgage Association 02/25/2017 07/11/2013 158,768.08 167,599.56 --- 165,596.70 239.19 5.500 0.599 AAA 347621 LC -Sr Lien Reserve Fund-1 3137AQT24 Agency CMO Federal Home Loan Mortgage Corporation O1/25/2019 10/21/2013 170,000.00 171,195.31 --- 172,604.23 1,591.96 2.130 1.751 AAA 205091001 LC-2013 A Capitalized Interest 3136ACGF2 Agency CMO Federal National Mortgage Association 02/25/2016 07/15/2013 2,280,380.55 2,286,081.50 --- 2,295,659.10 12,001.40 1.083 0.601 AAA 347621 LC -Sr Lien Reserve Fund-1 3136A7MJ8 Agency CMO Federal National Mortgage Association 12/25/2019 08/20/2013 175,000.00 172,402.34 --- 176,080.10 3,212.09 1.520 1.310 AAA 347628 LC-PF-2 Sales Tax Revenue Bond 3133XCQE6 Agency CMO Federal Home Loan Banks Office of Finance 07/28/2015 08/13/2013 146,497.98 154,189.12 --- 152,715.50 1,005.63 5.250 0.725 AAA 347623 LC -Sr Lien Ob Fund-1 Interest 3137ANLP8 Agency CMO Federal Home Loan Mortgage Corporation 11/25/2016 07/09/2013 930,000.00 939,227.34 --- 945,530.07 9,413.24 1.655 0.838 AAA 205091001 LC-2013 A Capitalized Interest 3137ANLP8 Agency CMO Federal Home Loan Mortgage Corporation 11/25/2016 07/08/2013 3,070,000.00 3,100,460.16 --- 3,121,269.00 31,076.87 1.655 0.838 AAA 347621 LC -Sr Lien Reserve Fund-1 38378TAF7 Agency CMO The Government National Mortgage Association Gua 07/20/2041 07/05/2013 280,264.53 280,306.78 --- 282,056.54 1,816.38 2.500 2.329 AAA 347621 LC -Sr Lien Reserve Fund-1 3137AUPE3 Agency CMO Federal Home Loan Mortgage Corporation 06/25/2022 07/03/2013 235,000.00 220,358.40 --- 231,676.16 9,935.70 2.396 2.586 AAA 205091001 LC-2013 A Capitalized Interest 31393V2T7 Agency CMO Federal Home Loan Mortgage Corporation 06/15/2018 07/08/2013 1,108,053.40 1,171,939.60 --- 1,163,999.02 2,375.75 4.500 0.829 AAA 347623 LC -Sr Lien Ob Fund-1 Interest 31393V2T7 Agency CMO Federal Home Loan Mortgage Corporation 06/15/2018 07/08/2013 336,544.09 355,947.96 --- 353,535.86 721.24 4.500 0.830 AAA 347623 LC -Sr Lien Ob Fund-1 Interest 31393EXC8 Agency CMO Federal National Mortgage Association 09/25/2018 07/24/2013 63,894.70 67,548.68 --- 67,207.32 219.17 4.500 0.859 AAA 205091001 LC-2013 A Capitalized Interest 31393EXC8 Agency CMO Federal National Mortgage Association 09/25/2018 07/24/2013 575,052.33 607,938.14 --- 604,868.79 1,975.42 4.500 0.845 AAA 347621 LC -Sr Lien Reserve Fund-1 3137B03W2 Agency CMO Federal Home Loan Mortgage Corporation 08/25/2017 07/31/2013 45,000.00 44,964.84 --- 45,380.16 417.47 1.426 1.080 AAA 347621 LC -Sr Lien Reserve Fund-1 3137A7E22 Agency CMO Federal Home Loan Mortgage Corporation 04/15/2028 07/08/2013 357,502.87 370,127.18 --- 370,968.22 2,776.24 3.500 1.412 AAA 205091001 LC-2013 A Capitalized Interest 3136A4M89 Agency CMO Federal National Mortgage Association O1/25/2019 07/05/2013 651,565.16 655,713.80 --- 661,397.28 6,539.52 1.934 1.434 AAA 347623 LC -Sr Lien Ob Fund-1 Interest 3136A4M89 Agency CMO Federal National Mortgage Association O1/25/2019 07/05/2013 200,154.00 201,428.42 --- 203,174.53 2,009.07 1.934 1.434 AAA 205091001 LC-2013 A Capitalized Interest 3136A8G38 Agency CMO Federal National Mortgage Association 08/25/2017 07/08/2013 2,915,361.58 2,872,314.45 --- 2,931,949.99 51,219.78 1.246 1.019 AAA 347623 LC -Sr Lien Ob Fund-1 Interest 3136A8G38 Agency CMO Federal National Mortgage Association 08/25/2017 07/08/2013 883,155.14 870,114.80 --- 888,182.94 15,518.74 1.246 1.019 AAA 347621 LC -Sr Lien Reserve Fund-1 3136A72D3 Agency CMO Federal National Mortgage Association 04/25/2022 07/03/2013 395,000.00 375,250.00 --- 391,385.36 14,244.22 2.482 2.604 AAA 347621 LC -Sr Lien Reserve Fund-1 38378CRT6 Agency CMO The Government National Mortgage Association Gua 10/20/2040 05/22/2014 148,031.25 142,942.67 --- 144,290.79 1,374.46 2.000 2.567 AAA 347621 LC -Sr Lien Reserve Fund-1 38377DPX8 Agency CMO The Government National Mortgage Association Gua 11/20/2036 12/31/2013 75,100.62 78,729.70 --- 76,598.58 (1,561.85) 2.500 0.719 AAA 347621 LC -Sr Lien Reserve Fund-1 31394DVM9 Agency CMO Federal National Mortgage Association 02/25/2034 06/19/2014 261,528.75 276,525.79 --- 276,391.43 (471.54) 5.000 1.343 AAA 205091001 LC-2013 A Capitalized Interest 38376GWZ9 Agency MBS The Government National Mortgage Association Gua 08/16/2031 07/11/2013 2,533,732.99 2,535,514.52 --- 2,543,437.19 10,260.74 1.864 0.971 AAA 205091001 LC-2013 A Capitalized Interest 3132FEAK7 Agency MBS Federal Home Loan Mortgage Corporation 12/O1/2017 07/03/2013 295,914.03 313,576.40 --- 314,112.74 3,363.68 5.000 0.100 AAA 205091001 LC-2013 A Capitalized Interest 31401MWC1 Agency MBS Federal National Mortgage Association 06/O1/2018 07/12/2013 1,175,893.20 1,253,796.13 --- 1,248,680.99 13,091.83 4.500 0.346 AAA 205091001 LC-2013 A Capitalized Interest 3128GNR59 Agency MBS Federal Home Loan Mortgage Corporation 10/O1/2016 07/05/2013 404,514.39 428,532.44 --- 417,709.65 (3,939.83) 6.000 2.244 AAA 347621 LC -Sr Lien Reserve Fund-1 3128MMAK9 Agency MBS Federal Home Loan Mortgage Corporation 09/O1/2019 07/08/2013 229,943.58 244,458.76 --- 244,170.19 1,175.18 5.000 1.442 AAA 205091001 LC-2013 A Capitalized Interest 36200AFG9 Agency MBS Government National Mortgage Association 11/15/2017 07/09/2013 92,046.61 98,087.16 --- 97,604.38 438.50 5.500 0.550 AAA 347621 LC -Sr Lien Reserve Fund-1 3137B6ZL8 Agency MBS Federal Home Loan Mortgage Corporation 12/25/2019 01/07/2014 57,805.13 58,960.58 --- 59,123.26 265.51 2.075 1.259 AAA 347623 LC -Sr Lien Ob Fund-1 Interest 31385JLF3 Agency MBS Federal National Mortgage Association 08/O1/2017 09/18/2013 303,958.75 324,475.97 --- 318,804.10 (2,463.74) 6.000 1.553 AAA 205091001 LC-2013 A Capitalized Interest 31294LPZ0 Agency MBS Federal Home Loan Mortgage Corporation 12/O1/2016 07/05/2013 292,228.64 308,940.46 --- 306,363.74 769.00 6.000 0.777 AAA 347621 LC -Sr Lien Reserve Fund-1 3136A4M48 Agency MBS Federal National Mortgage Association O1/25/2022 07/05/2013 422,066.01 423,253.07 --- 427,806.95 4,806.57 2.098 1.722 AAA 205091001 LC-2013 A Capitalized Interest 3128H4NR6 Agency MBS Federal Home Loan Mortgage Corporation 05/O1/2018 07/16/2013 150,452.55 159,385.67 --- 159,705.38 1,838.05 5.000 0.389 AAA 347621 LC -Sr Lien Reserve Fund-1 31417YKF3 Agency MBS Federal National Mortgage Association O1/O1/2030 07/10/2013 207,376.38 218,782.08 --- 226,005.00 7,093.22 4.500 1.823 AAA 347621 LC -Sr Lien Reserve Fund-1 3137A7JU5 Agency MBS Federal Home Loan Mortgage Corporation 11/25/2017 07/03/2013 325,000.00 351,203.13 --- 350,643.80 5,507.18 3.882 1.330 AAA 347621 LC -Sr Lien Reserve Fund-1 31404WTT3 Agency MBS Federal National Mortgage Association 05/O1/2019 12/31/2013 135,141.24 150,647.67 --- 143,530.81 (5,592.21) 4.500 0.791 AAA 347621 LC -Sr Lien Reserve Fund-1 31294KZL2 Agency MBS Federal Home Loan Mortgage Corporation 05/O1/2019 01/06/2014 71,351.44 77,576.07 --- 75,803.05 (1,160.99) 4.000 0.476 AAA 205091001 LC-2013 A Capitalized Interest 3128PHVS7 Agency MBS Federal Home Loan Mortgage Corporation 11/O1/2019 07/16/2013 151,127.44 159,250.55 --- 160,421.78 2,353.14 5.000 0.098 AAA 347621 LC -Sr Lien Reserve Fund-1 3136AEYG6 Agency MBS Federal National Mortgage Association 06/25/2018 11/20/2013 170,000.00 171,341.41 --- 172,015.35 880.99 1.825 1.481 AAA 347621 LC -Sr Lien Reserve Fund-1 31416YXJ2 Agency MBS Federal National Mortgage Association 08/O1/2026 07/03/2013 78,367.70 82,053.42 --- 83,154.40 1,304.45 3.500 1.705 AAA 347621 LC -Sr Lien Reserve Fund-1 3138EJ6V5 Agency MBS Federal National Mortgage Association 09/O1/2026 11/18/2013 170,841.82 181,385.97 --- 183,036.34 2,105.27 4.000 1.683 AAA 205091001 LC-2013 A Capitalized Interest 31402QT68 Agency MBS Federal National Mortgage Association 10/O1/2019 07/11/2013 466,344.70 503,798.01 --- 495,239.42 (3,202.87) 6.000 1.649 AAA 205091001 LC-2013 A Capitalized Interest 3128MBTH0 Agency MBS Federal Home Loan Mortgage Corporation 03/O1/2019 07/26/2013 183,178.88 194,169.61 --- 194,444.38 1,640.12 5.000 0.791 AAA 234 Page 2 of 21 EMEN IMmm• Rirerside CouuiyimnsporIona n Ca inmissivn STAMP Portfolio by Investment Category for quarter ended June 30, 2014 Security Type Category Agency MBS Issuer Federal National Mortgage Association Final Maturity 03/01/2018 Trade Date 09/13/2013 Current Face Value 37,965.17 Neat Call Original Cost Date 40,432.90 --- Base Market Value 39,867.22 Base Net Total Unrealized Gain/Loss (123.37) Coupon 6.000 Summarized Yield Credit Rating Source Account 347621 Account Identifier LC -Sr Lien Reserve Fund-1 31385XBG1 1.450 AAA 205091001 LC-2013 A Capitalized Interest 31410GSQ7 Agency MBS Federal National Mortgage Association 12/01/2017 07/05/2013 253,278.06 271,957.32 --- 268,745.75 586.90 6.000 0.772 AAA 205091001 LC-2013 A Capitalized Interest 3128PGLY7 Agency MBS Federal Home Loan Mortgage Corporation 05/01/2017 07/17/2013 372,991.52 393,039.82 --- 395,930.50 8,005.60 5.000 -0.367 AAA 205091001 LC-2013 A Capitalized Interest 36290WH47 Agency MBS Govenunent National Mortgage Association 09/15/2018 07/18/2013 1,565,725.88 1,663,583.76 --- 1,648,850.27 (3,666.88) 4.500 1.055 AAA 347621 LC -Sr Lien Reserve Fund-1 31418AFW3 Agency MBS Federal National Mortgage Association 06/01/2022 07/10/2013 316,305.20 326,683.96 --- 330,807.79 5,118.27 3.000 1.140 AAA 347623 LC -Sr Lien Ob Fund-1 Interest 31402RBG3 Agency MBS Federal National Mortgage Association 09/01/2019 --- 147,412.89 158,122.11 --- 155,345.18 (992.94) 6.000 1.591 AAA 205091001 LC-2013 A Capitalized Interest 31402RBG3 Agency MBS Federal National Mortgage Association 09/01/2019 --- 504,130.79 540,702.66 --- 531,258.07 (3,367.97) 6.000 1.591 AAA 347625 LC -Project Fund-2 Senior Lien 36162DAC3 Asset Backed GE EQUIP SMALL TICKET LLC SER2011-2 06/22/2015 02/06/2014 227,679.57 228,293.23 --- 227,941.40 (28.69) 1.370 0.405 AAA 347625 LC -Project Fund-2 Senior Lien 17308BAN8 Asset Backed Citibank Omni-S Master Trust 11/15/2018 02/19/2014 1,350,000.00 1,393,189.45 --- 1,372,512.60 318.34 4.900 0.443 AAA 347628 LC-PF-2 Sales Tax Revenue Bond 17308BAN8 Asset Backed Citibank Omni-S Master Trust 11/15/2018 --- 7,650,000.00 8,013,333.99 --- 7,777,571.40 7,179.51 4.900 0.443 AAA 347625 LC -Project Fund-2 Senior Lien 02582JFV7 Asset Backed American Express Credit Account Master Trust 03/15/2017 01/07/2014 1,000,000.00 1,006,992.19 --- 1,001,520.00 70.01 1.402 0.214 AAA 347625 LC -Project Fund-2 Senior Lien 92867KAC8 Asset Backed Volkswagen Auto Lease Trust 2012-A 07/20/2015 01/17/2014 275,844.37 276,577.08 --- 276,126.84 (127.32) 0.870 0.487 AAA 347628 LC-PF-2 Sales Tax Revenue Bond 89236QAC5 Asset Backed Toyota Auto Receivables 2011-B Owner Trust 06/15/2015 01/14/2014 583,864.88 584,640.32 --- 584,155.64 (25.97) 0.680 0.267 AAA 347625 LC -Project Fund-2 Senior Lien 89236QAC5 Asset Backed Toyota Auto Receivables 2011-B Owner Trust 06/15/2015 01/14/2014 186,106.93 186,354.10 --- 186,199.61 (8.28) 0.680 0.267 AAA 347628 LC-PF-2 Sales Tax Revenue Bond 02582JFY1 Asset Backed American Express Credit Account Master Trust 04/17/2017 07/05/2013 1,000,000.00 1,001,796.88 --- 1,000,906.00 589.88 0.852 0.431 AA 347628 LC-PF-2 Sales Tax Revenue Bond 43812XAB1 Asset Backed Honda Auto Receivables 2013-3 Owner Trust 01/15/2016 07/17/2013 4,642,716.43 4,642,647.25 --- 4,646,388.81 3,695.02 0.540 0.316 AAA 347623 LC -Sr Lien Ob Fund-1 Interest 47787BAC9 Asset Backed John Deere Owner Trust 2012 03/15/2016 07/05/2013 351,030.38 351,359.47 --- 351,473.73 289.32 0.750 0.391 AAA 347625 LC -Project Fund-2 Senior Lien 36159LBN5 Asset Backed GE Dealer Floorplan Master Not 07/20/2016 01/07/2014 2,000,000.00 2,004,062.50 --- 2,000,438.00 14.82 0.753 0.377 AAA 347628 LC-PF-2 Sales Tax Revenue Bond 36159LBN5 Asset Backed GE Dealer Floorplan Master Not 07/20/2016 --- 3,135,000.00 3,141,315.23 --- 3,135,686.57 30.40 0.753 0.377 AAA 347625 LC -Project Fund-2 Senior Lien 36162NAC1 Asset Backed GE Equipment Transportation LLC, Series 2012-1 11/23/2015 02/13/2014 237,868.84 238,389.17 --- 238,133.82 (59.57) 0.990 --- AAA 347628 LC-PF-2 Sales Tax Revenue Bond 36159JCS8 Asset Backed GE Capital Credit Card Master Note Trust 01/15/2018 07/15/2013 2,295,000.00 2,304,682.03 --- 2,301,834.51 3,324.32 1.030 0.480 AAA 347628 LC-PF-2 Sales Tax Revenue Bond 89231NAC7 Asset Backed Toyota Auto Receivables 2012-B Owner Trust 07/15/2016 02/14/2014 884,091.23 884,678.32 --- 884,520.01 (6.03) 0.460 0.374 AAA 347625 LC -Project Fund-2 Senior Lien 89231NAC7 Asset Backed Toyota Auto Receivables 2012-B Owner Trust 07/15/2016 --- 994,093.36 994,676.47 --- 994,575.50 53.60 0.460 0.374 AAA 347628 LC-PF-2 Sales Tax Revenue Bond 36159JBT7 Asset Backed GE Capital Credit Card Master Note Trust 11/15/2017 07/11/2013 5,000,000.00 5,209,179.69 --- 5,062,870.00 4,172.98 3.800 0.444 AAA 347625 LC -Project Fund-2 Senior Lien 92867KAD6 Asset Backed Volkswagen Auto Lease Trust 2012-A 05/22/2017 02/19/2014 1,300,000.00 1,306,296.88 --- 1,302,583.10 (1,279.50) 1.060 0.706 AAA 347628 LC-PF-2 Sales Tax Revenue Bond 17308BAL2 Asset Backed Citibank Omni-S Master Trust 08/15/2018 --- 4,340,000.00 4,557,730.08 --- 4,366,586.84 1,655.21 5.350 0.438 AAA 347623 LC -Sr Lien Ob Fund-1 Interest 36162WAC1 Asset Backed GE Equipment Transportation LLC, Series 2013-1 11/25/2016 07/09/2013 925,000.00 921,964.84 --- 926,674.25 3,186.63 0.690 --- AAA 347628 LC-PF-2 Sales Tax Revenue Bond 36162RAC2 Asset Backed GE Equipment Small Ticket, L.L.C., Series 2012-1 09/21/2015 07/10/2013 3,790,185.93 3,802,178.32 --- 3,796,985.52 3,637.84 1.040 0.388 AAA 347628 LC-PF-2 Sales Tax Revenue Bond 55314QAC1 Asset Backed MMAF EQUIP FIN LLC 2012-A 08/10/2016 --- 3,409,967.03 3,418,676.91 --- 3,417,213.21 3,724.75 0.940 0.421 AAA 347625 LC -Project Fund-2 Senior Lien 55314QAC1 Asset Backed MMAF EQUIP FIN LLC 2012-A 08/10/2016 01/16/2014 615,665.69 617,108.65 --- 616,973.98 437.21 0.940 0.421 AAA 347628 LC-PF-2 Sales Tax Revenue Bond 55314MAC0 Asset Backed MMAF Equipment Finance LLC 2011-A 09/15/2015 07/10/2013 1,051,805.57 1,054,352.92 --- 1,052,762.72 469.61 1.270 0.224 AAA 347628 LC-PF-2 Sales Tax Revenue Bond 17181BG79 CP Cigna Corporation 07/07/2014 05/06/2014 7,000,000.00 6,996,560.27 --- 6,999,587.00 (74.67) 0.000 0.354 AA 347625 LC -Project Fund-2 Senior Lien 17181BG79 CP Cigna Corporation 07/07/2014 05/06/2014 1,500,000.00 1,499,262.92 --- 1,499,911.50 (16.00) 0.000 0.354 AA 347625 LC -Project Fund-2 Senior Lien 26244JGE3 CP Duke Energy Corporation 07/14/2014 06/10/2014 1,500,000.00 1,499,733.33 --- 1,499,800.50 (91.17) 0.000 0.369 AA 347628 LC-PF-2 Sales Tax Revenue Bond 26244JGE3 CP Duke Energy Corporation 07/14/2014 06/10/2014 8,000,000.00 7,998,577.76 --- 7,998,936.00 (486.22) 0.000 0.369 AA 347623 LC -Sr Lien Ob Fund-1 Interest 60920WGM6 CP Mondelez International, Inc. 07/21/2014 06/05/2014 700,000.00 699,755.00 --- 699,874.00 (9.33) 0.000 0.324 AA 347628 LC-PF-2 Sales Tax Revenue Bond 62956UG92 CP Nabors Industries, Inc. 07/09/2014 06/18/2014 3,500,000.00 3,499,533.35 --- 3,499,650.00 (116.68) 0.000 0.451 AA 347625 LC -Project Fund-2 Senior Lien 62956UG92 CP Nabors Industries, Inc. 07/09/2014 06/18/2014 1,500,000.00 1,499,800.01 --- 1,499,850.00 (50.01) 0.000 0.451 AA 347625 LC -Project Fund-2 Senior Lien 78355BG14 CP Ryder System, Inc. 07/01/2014 06/02/2014 1,600,000.00 1,599,751.10 --- 1,599,924.80 (75.20) 0.000 1.699 AA 347625 LC -Project Fund-2 Senior Lien 78573FGN3 CP SABMiller Holdings Inc. 07/22/2014 06/23/2014 1,700,000.00 1,699,716.66 --- 1,699,682.10 (79.89) 0.000 0.321 AA 347625 LC -Project Fund-2 Senior Lien 69430MGP5 CP Pacific Gas and Electric Company 07/23/2014 04/25/2014 1,500,000.00 1,499,110.01 --- 1,499,710.50 (69.50) 0.000 0.316 AA 347628 LC-PF-2 Sales Tax Revenue Bond 78573FGN3 CP SABMiller Holdings Inc. 07/22/2014 06/23/2014 8,000,000.00 7,998,666.64 --- 7,998,504.00 (375.98) 0.000 0.321 AA 347623 LC -Sr Lien Ob Fund-1 Interest 44890NHM5 CP Hyundai Capital America 08/21/2014 06/04/2014 1,000,000.00 999,458.33 --- 999,548.00 (97.83) 0.000 0.319 AA 347625 LC -Project Fund-2 Senior Lien 44890NHM5 CP Hyundai Capital America 08/21/2014 06/09/2014 1,500,000.00 1,499,260.41 --- 1,499,322.00 (146.75) 0.000 0.319 AA 347628 LC-PF-2 Sales Tax Revenue Bond 44890NHM5 CP Hyundai Capital America 08/21/2014 06/09/2014 3,500,000.00 3,498,274.29 --- 3,498,418.00 (342.41) 0.000 0.319 AA 347628 LC-PF-2 Sales Tax Revenue Bond 57163UG75 CP Marriott International, Inc. 07/07/2014 05/27/2014 8,000,000.00 7,997,858.88 --- 7,999,304.00 (382.67) 0.000 0.523 AA 347625 LC -Project Fund-2 Senior Lien 57163UG75 CP Marriott International, Inc. 07/07/2014 05/27/2014 1,500,000.00 1,499,598.54 --- 1,499,869.50 (71.75) 0.000 0.523 AA 347625 LC -Project Fund-2 Senior Lien 6362P3HN7 CP National Grid USA Service Company, Inc. 08/22/2014 06/24/2014 1,700,000.00 1,699,233.11 --- 1,699,212.90 (99.54) 0.000 0.321 AA 347625 LC -Project Fund-2 Senior Lien 25471KG89 CP Discovery Communications, LLC 07/08/2014 06/24/2014 1,500,000.00 1,499,870.00 --- 1,499,860.50 (69.50) 0.000 0.479 AA 347628 LC-PF-2 Sales Tax Revenue Bond 25471KG89 CP Discovery Communications, LLC 07/08/2014 06/24/2014 2,000,000.00 1,999,826.66 --- 1,999,814.00 (92.66) 0.000 0.479 AA 347623 LC -Sr Lien Ob Fund-1 Interest 88731JG94 CP Time Warner Cable Inc. 07/09/2014 06/05/2014 475,000.00 474,901.04 --- 474,952.50 (21.11) 0.000 0.451 AA 347625 LC -Project Fund-2 Senior Lien 50104MG70 CP The Kroger Co. 07/07/2014 06/02/2014 1,500,000.00 1,499,697.50 --- 1,499,869.50 (75.50) 0.000 0.523 AA 347628 LC-PF-2 Sales Tax Revenue Bond 50104MG70 CP The Kroger Co. 07/07/2014 06/02/2014 8,000,000.00 7,998,386.64 --- 7,999,304.00 (402.66) 0.000 0.523 AA 347625 LC -Project Fund-2 Senior Lien 90655KGE8 CP Union Electric Company 07/14/2014 06/17/2014 1,700,000.00 1,699,692.98 --- 1,699,773.90 (72.59) 0.000 0.369 AA 347625 LC -Project Fund-2 Senior Lien 05634CGG5 CP Bacardi U.S.A., Inc. 07/16/2014 06/24/2014 800,000.00 799,892.66 --- 799,882.40 (40.93) 0.000 0.353 AA 347623 LC -Sr Lien Ob Fund-1 Interest 37790BG70 CP Glencore Funding LLC 07/07/2014 06/13/2014 700,000.00 699,846.00 --- 699,939.10 (22.40) 0.000 0.523 AA 347625 LC -Project Fund-2 Senior Lien 2925A3GH5 CP Enbridge Energy Partners, L.P. 07/17/2014 06/19/2014 1,700,000.00 1,699,706.75 --- 1,699,739.90 (56.10) 0.000 0.345 AA 347628 LC-PF-2 Sales Tax Revenue Bond 63946EGB4 CP Comcast Corporation 07/11/2014 06/16/2014 8,000,000.00 7,998,722.24 --- 7,999,096.00 (392.90) 0.000 0.407 AA 347628 LC-PF-2 Sales Tax Revenue Bond 2925A3GH5 CP Enbridge Energy Partners, L.P. 07/17/2014 06/19/2014 6,500,000.00 6,498,878.75 --- 6,499,005.50 (214.50) 0.000 0.345 AA 347625 LC -Project Fund-2 Senior Lien 63946EGB4 CP Comcast Corporation 07/11/2014 06/16/2014 1,500,000.00 1,499,760.42 --- 1,499,830.50 (73.67) 0.000 0.407 AA 347628 LC-PF-2 Sales Tax Revenue Bond 84757BG73 CP SPECTRA ENERGY PARTNERS LP 07/07/2014 06/02/2014 8,000,000.00 7,998,008.88 --- 7,999,304.00 (322.67) 0.000 0.523 AA 347625 LC -Project Fund-2 Senior Lien 84757BG73 CP SPECTRA ENERGY PARTNERS LP 07/07/2014 06/02/2014 1,500,000.00 1,499,591.67 --- 1,499,869.50 (60.50) 0.000 0.523 AA 347623 LC -Sr Lien Ob Fund-1 Interest 2574P1G30 CP Dominion Resources, Inc. 07/03/2014 06/06/2014 1,000,000.00 999,835.00 --- 999,940.00 (47.78) 0.000 1.083 AA 347625 LC -Project Fund-2 Senior Lien 2574P1G97 CP Dominion Resources, Inc. 07/09/2014 06/09/2014 1,450,000.00 1,449,740.61 --- 1,449,855.00 (70.89) 0.000 0.451 AA 347628 LC-PF-2 Sales Tax Revenue Bond 88355MG27 CP Thermo Fisher Scientific Inc. 07/02/2014 05/28/2014 4,000,000.00 3,999,133.32 --- 3,999,788.00 (183.11) 0.000 1.917 AA 347625 LC -Project Fund-2 Senior Lien 20279WG21 CP Commonwealth Edison Company 07/02/2014 06/16/2014 1,500,000.00 1,499,820.00 --- 1,499,920.50 (68.25) 0.000 1.917 AA 347628 LC-PF-2 Sales Tax Revenue Bond 20279WG21 CP Commonwealth Edison Company 07/02/2014 06/16/2014 8,000,000.00 7,999,040.00 --- 7,999,576.00 (364.00) 0.000 1.917 AA 347625 LC -Project Fund-2 Senior Lien 88355MG27 CP Thermo Fisher Scientific Inc. 07/02/2014 05/28/2014 1,000,000.00 999,783.33 --- 999,947.00 (45.78) 0.000 1.917 AA 235 Page 3 of 21 EMEN IMmm. RirersideCouuiyimnsportMho Ca inmissivn STAMP Portfolio by Investment Category for quarter ended June 30, 2014 Security Type -- •. L Final Maturity Trade Date Current Face Value Original Cost Neat Call Date Base Market Value Base Net Total Unrealized Gain/Loss Coupon Summarized Yield Credit Rating Source ... i ... 347625 LC -Project Fund-2 Senior Lien 27743KGA2 CP Eastman Chemical Company 07/10/2014 05/27/2014 1,500,000.00 1,499,523.33 --- 1,499,839.50 (63.00) 0.000 0.428 AA 347628 LC-PF-2 Sales Tax Revenue Bond 27743KH78 CP Eastman Chemical Company 08/07/2014 06/17/2014 8,000,000.00 7,996,940.00 --- 7,997,528.00 (252.00) 0.000 0.301 AA 347623 LC -Sr Lien Ob Fund-1 Interest 27743KH78 CP Eastman Chemical Company 08/07/2014 06/16/2014 1,200,000.00 1,199,532.00 --- 1,199,629.20 (37.80) 0.000 0.301 AA 347625 LC -Project Fund-2 Senior Lien 65475MGR5 CP Nissan Motor Acceptance Corporation 07/25/2014 06/17/2014 1,600,000.00 1,599,594.67 --- 1,599,668.80 (75.20) 0.000 0.311 AA 347628 LC-PF-2 Sales Tax Revenue Bond 42823KG22 CP Hewlett-Packard Company 07/02/2014 05/29/2014 8,000,000.00 7,998,324.48 --- 7,999,576.00 (366.22) 0.000 1.917 AA 347625 LC -Project Fund-2 Senior Lien 42823KG22 CP Hewlett-Packard Company 07/02/2014 05/29/2014 1,500,000.00 1,499,685.84 --- 1,499,920.50 (68.67) 0.000 1.917 AA 347628 LC-PF-2 Sales Tax Revenue Bond 2574P1G97 CP Dominion Resources, Inc. 07/09/2014 06/09/2014 7,000,000.00 6,998,747.77 --- 6,999,300.00 (342.22) 0.000 0.451 AA 347628 LC-PF-2 Sales Tax Revenue Bond 60920WG12 CP Mondelez International, Inc. 07/O1/2014 04/O1/2014 5,000,000.00 4,996,081.95 --- 4,999,765.00 (235.00) 0.000 1.699 AA 347625 LC -Project Fund-2 Senior Lien 0020A3GE4 CP AT&T Inc. 07/14/2014 06/02/2014 1,600,000.00 1,599,608.00 --- 1,599,787.20 (91.47) 0.000 0.369 AA 347625 LC -Project Fund-2 Senior Lien 88731JGM5 CP Time Warner Cable Inc. 07/21/2014 06/02/2014 1,600,000.00 1,599,390.22 --- 1,599,712.00 (39.11) 0.000 0.324 AA 347628 LC-PF-2 Sales Tax Revenue Bond 233851AG9 Corporate Daimler Finance North America LLC 09/15/2014 07/08/2013 2,400,000.00 2,428,301.60 --- 2,407,440.00 2,460.86 1.875 0.384 A 347623 LC -Sr Lien Ob Fund-1 Interest 48121CJM9 Corporate JPMorgan Chase Bank, National Association 06/13/2016 07/11/2013 500,000.00 492,775.00 --- 498,215.00 3,061.12 0.560 0.741 A 347628 LC-PF-2 Sales Tax Revenue Bond 94974BET3 Corporate Wells Fargo & Company 10/O1/2014 07/03/2013 3,500,000.00 3,628,730.00 --- 3,530,135.00 3,703.31 3.750 0.338 AA 205091001 LC-2013 A Capitalized Interest 78008K5V 1 Corporate Royal Bank of Canada 04/19/2016 07/08/2013 2,000,000.00 2,099,900.00 --- 2,079,200.00 13,987.32 2.875 0.661 AA 347623 LC -Sr Lien Ob Fund-1 Interest 61746BDG8 Corporate Morgan Stanley 02/25/2016 07/03/2013 500,000.00 496,725.00 --- 507,100.00 9,175.53 1.750 0.882 A 205091001 LC-2013 A Capitalized Interest 89153VAC3 Corporate Total Capital International 06/28/2017 07/08/2013 160,000.00 157,765.60 --- 162,291.20 3,992.86 1.550 1.063 AA 347623 LC -Sr Lien Ob Fund-1 Interest 38143USC6 Corporate The Goldman Sachs Group, Inc. 02/07/2016 07/03/2013 600,000.00 627,936.00 --- 625,368.00 7,855.49 3.625 0.960 A 347628 LC-PF-2 Sales Tax Revenue Bond 78387GAP8 Corporate AT&T Inc. 09/15/2014 07/03/2013 6,504,000.00 6,842,273.04 --- 6,560,649.84 (2,535.54) 5.100 0.898 A 347623 LC -Sr Lien Ob Fund-1 Interest 78387GAP8 Corporate AT&T Inc. 09/15/2014 07/03/2013 1,300,000.00 1,367,613.00 --- 1,311,323.00 (506.80) 5.100 0.898 A 347623 LC -Sr Lien Ob Fund-1 Interest 02580ECC5 Corporate American Express Bank, FSB. 09/13/2017 07/08/2013 250,000.00 287,890.00 --- 285,700.00 6,324.58 6.000 1.422 A 347628 LC-PF-2 Sales Tax Revenue Bond 0258MOCZ0 Corporate American Express Credit Corporation 08/25/2014 07/03/2013 6,124,000.00 6,430,200.00 --- 6,167,664.12 2,320.09 5.125 0.447 A 205091001 LC-2013 A Capitalized Interest 89114QAE8 Corporate The Toronto -Dominion Bank 10/19/2016 07/08/2013 750,000.00 776,452.50 --- 776,235.00 7,521.44 2.375 0.838 AA 205091001 LC-2013 A Capitalized Interest 822582AC6 Corporate Shell International Finance B.V. 03/22/2017 07/08/2013 400,000.00 449,936.00 --- 444,480.00 7,365.57 5.200 1.053 AA 347628 LC-PF-2 Sales Tax Revenue Bond 38141GCM4 Corporate The Goldman Sachs Group, Inc. 11/15/2014 07/08/2013 2,000,000.00 2,116,560.00 --- 2,037,420.00 4,982.70 5.500 0.498 A 347628 LC-PF-2 Sales Tax Revenue Bond 36962GK86 Corporate General Electric Capital Corporation 09/15/2014 07/09/2013 5,000,000.00 5,243,950.00 --- 5,045,850.00 2,882.34 4.750 0.341 AA 347623 LC -Sr Lien Ob Fund-1 Interest 48121CYK6 Corporate JPMorgan Chase Bank, National Association 10/O1/2017 07/03/2013 300,000.00 341,424.00 --- 341,241.00 8,992.64 6.000 1.642 A 347623 LC -Sr Lien Ob Fund-1 Interest 172967FD8 Corporate Citigroup Inc. 05/19/2015 07/03/2013 614,000.00 649,790.06 --- 636,423.28 5,312.11 4.750 0.610 A 347628 LC-PF-2 Sales Tax Revenue Bond 74432QAE5 Corporate Prudential Financial, Inc. 09/20/2014 07/09/2013 2,686,000.00 2,820,407.44 --- 2,713,424.06 2,460.19 5.100 0.493 A 347628 LC-PF-2 Sales Tax Revenue Bond 00279VCA1 Corporate Abbey National Treasury Services PLC 11/10/2014 07/05/2013 3,000,000.00 3,105,090.00 --- 3,036,840.00 8,414.84 3.875 0.466 A 205091001 LC-2013 A Capitalized Interest 44328MAL8 Corporate HSBC Bank PLC 05/24/2016 --- 3,625,000.00 3,799,301.25 --- 3,788,125.00 46,971.28 3.100 0.711 AA 347623 LC -Sr Lien Ob Fund-1 Interest 00279VCA1 Corporate Abbey National Treasury Services PLC 11/10/2014 07/05/2013 1,000,000.00 1,035,030.00 --- 1,012,280.00 2,804.95 3.875 0.466 A 205091001 LC-2013 A Capitalized Interest 21685WBL0 Corporate Rabobank Nederland 10/13/2015 07/03/2013 1,505,000.00 1,543,467.80 --- 1,538,365.85 11,414.20 2.125 0.395 AA 205091001 LC-2013 A Capitalized Interest 59217GAV 1 Corporate Metropolitan Life Global Funding I 06/29/2015 07/31/2013 545,000.00 553,763.60 --- 551,054.95 1,449.46 1.700 0.581 AA 347623 LC -Sr Lien Ob Fund-1 Interest 263534BX6 Corporate E. I. du Pont de Nemours and Company 03/15/2015 07/09/2013 950,000.00 1,014,068.00 --- 978,462.00 1,351.60 4.750 0.506 A 205091001 LC-2013 A Capitalized Interest 21686CAD2 Corporate Rabobank Nederland O1/19/2017 --- 2,000,000.00 2,103,900.00 --- 2,117,920.00 41,889.48 3.375 1.029 AA 347623 LC -Sr Lien Ob Fund-1 Interest 59217GAC3 Corporate Metropolitan Life Global Funding I 09/29/2015 07/03/2013 740,000.00 766,284.80 --- 758,063.40 3,279.60 2.500 0.533 AA 347623 LC -Sr Lien Ob Fund-1 Interest 928670AJ7 Corporate Volkswagen International Finance N.V. 03/22/2015 07/08/2013 600,000.00 607,206.00 --- 605,784.00 2,689.98 1.625 0.298 A 347628 LC-PF-2 Sales Tax Revenue Bond 020002AR2 Corporate The Allstate Corporation 08/15/2014 07/05/2013 5,870,000.00 6,141,957.10 --- 5,904,456.90 3,571.70 5.000 0.297 A 205091001 LC-2013 A Capitalized Interest 90327QCW7 Corporate USAA Capital Corporation 12/13/2016 07/11/2013 4,000,000.00 4,145,440.00 --- 4,123,080.00 17,880.81 2.250 0.977 AA 347623 LC -Sr Lien Ob Fund-1 Interest 89233P6J0 Corporate Toyota Motor Credit Corporation 07/17/2015 07/03/2013 800,000.00 802,344.00 --- 804,720.00 3,505.29 0.875 0.310 AA 205091001 LC-2013 A Capitalized Interest 89233P6J0 Corporate Toyota Motor Credit Corporation 07/17/2015 07/03/2013 5,000,000.00 5,014,650.00 --- 5,029,500.00 21,908.04 0.875 0.310 AA 347628 LC-PF-2 Sales Tax Revenue Bond 36962G4G6 Corporate General Electric Capital Corporation 11/14/2014 07/08/2013 3,000,000.00 3,118,200.00 --- 3,038,970.00 6,296.63 3.750 0.256 AA 347628 LC-PF-2 Sales Tax Revenue Bond 929903AJ1 Corporate Wells Fargo & Company 08/O1/2014 07/05/2013 3,911,000.00 4,091,336.21 --- 3,925,822.69 193.79 5.250 0.828 A 205091001 LC-2013 A Capitalized Interest 037833AF7 Corporate Apple Inc. 05/03/2016 07/31/2013 3,000,000.00 3,000,840.00 --- 3,001,200.00 636.65 0.273 0.255 AA 347623 LC -Sr Lien Ob Fund-1 Interest 38144LAB6 Corporate The Goldman Sachs Group, Inc. 09/O1/2017 07/03/2013 300,000.00 322,515.00 --- 341,538.00 23,967.29 6.250 1.740 A 347623 LC -Sr Lien Ob Fund-1 Interest 767201AM8 Corporate Rio Tinto Finance (USA) Limited 05/20/2016 07/03/2013 600,000.00 617,400.00 --- 619,320.00 7,779.02 2.500 0.779 A 205091001 LC-2013 A Capitalized Interest 742718DV8 Corporate The Procter & Gamble Company 08/15/2016 07/10/2013 1,240,000.00 1,256,033.20 --- 1,260,336.00 9,234.78 1.450 0.671 AA 347623 LC -Sr Lien Ob Fund-1 Interest 36962G3H5 Corporate General Electric Capital Corporation 09/15/2017 07/03/2013 300,000.00 340,212.00 --- 339,609.30 8,450.88 5.625 1.401 AA 205091001 LC-2013 A Capitalized Interest 459200GX3 Corporate International Business Machines Corporation 07/22/2016 07/10/2013 465,000.00 477,936.30 --- 477,192.30 3,332.64 1.950 0.667 AA 347623 LC -Sr Lien Ob Fund-1 Interest 69349LAL2 Corporate PNC Bank, National Association 04/29/2016 07/11/2013 500,000.00 499,180.00 04/29/2015 500,200.00 738.07 0.547 0.514 A 347623 LC -Sr Lien Ob Fund-1 Interest 233851AT1 Corporate Daimler Finance North America LLC O1/11/2016 07/08/2013 500,000.00 497,995.00 --- 504,360.00 5,593.46 1.250 0.676 A 347623 LC -Sr Lien Ob Fund-1 Interest 05565QCC0 Corporate BP Capital Markets P.L.C. 11/06/2017 07/03/2013 300,000.00 292,194.00 --- 300,421.80 6,519.83 1.375 1.332 A 347623 LC -Sr Lien Ob Fund-1 Interest 94980VAF5 Corporate Wells Fargo Bank, National Association 05/16/2016 07/11/2013 1,000,000.00 988,160.00 --- 997,680.00 5,516.14 0.435 0.566 A 347625 LC -Project Fund-2 Senior Lien 61747C715 MM Fund Morgan Stanley Institutional Liquidity Funds 06/30/2014 06/27/2014 0.00 106,915.31 --- 106,915.31 0.00 0.040 0.040 AAA 347628 LC-PF-2 Sales Tax Revenue Bond 61747C715 MM Fund Morgan Stanley Institutional Liquidity Funds 06/30/2014 06/27/2014 0.00 488,505.76 --- 488,505.76 0.00 0.040 0.040 AAA 347621 LC -Sr Lien Reserve Fund-1 61747C715 MM Fund Morgan Stanley Institutional Liquidity Funds 06/30/2014 --- 0.00 63,789.58 --- 63,789.58 0.00 0.040 0.040 AAA 347623 LC -Sr Lien Ob Fund-1 Interest 61747C715 MM Fund Morgan Stanley Institutional Liquidity Funds 06/30/2014 --- 0.00 213,271.38 --- 213,271.38 0.00 0.050 0.040 AAA 205091001 LC-2013 A Capitalized Interest 9AMMF05B2 MM Fund U.S. Bank Money Market Account Fund 06/30/2014 --- 0.00 175,273.73 --- 175,273.73 0.00 0.000 0.000 NA 205091001 LC-2013 A Capitalized Interest 407288YD5 Muni Hamilton, County of 12/O1/2015 07/18/2013 2,080,000.00 2,080,000.00 --- 2,089,984.00 9,984.00 0.803 0.463 AA 347628 LC-PF-2 Sales Tax Revenue Bond 407288YD5 Muni Hamilton, County of 12/O1/2015 07/18/2013 6,645,000.00 6,645,000.00 --- 6,674,703.15 29,703.15 0.803 0.487 AA 347623 LC -Sr Lien Ob Fund-1 Interest 407288YD5 Muni Hamilton, County of 12/O1/2015 07/18/2013 630,000.00 630,000.00 --- 632,816.10 2,816.10 0.803 0.487 AA 205091001 LC-2013 A Capitalized Interest 235219JS2 Muni Dallas, City of 02/15/2017 07/10/2013 2,135,000.00 2,135,000.00 --- 2,193,007.95 58,007.95 1.589 0.545 AA 347623 LC -Sr Lien Ob Fund-1 Interest 235219JS2 Muni Dallas, City of 02/15/2017 07/10/2013 650,000.00 650,000.00 --- 660,452.00 10,452.00 1.589 0.967 AA 205091001 LC-2013 A Capitalized Interest 64966H4E7 Muni New York, City of 10/O1/2017 07/12/2013 1,170,000.00 1,238,222.70 --- 1,239,849.00 16,676.47 3.140 1.261 AA 347628 LC-PF-2 Sales Tax Revenue Bond 64468EAZ3 Muni Labor, New Hampshire Department of 11/O1/2020 07/03/2013 3,200,000.00 3,200,000.00 07/O1/2014 3,200,000.00 0.00 0.130 --- AA 205091001 LC-2013 A Capitalized Interest 184126YS3 Muni Clayton County Water Authority 05/O1/2017 07/11/2013 770,000.00 755,939.80 --- 777,399.70 17,999.45 1.300 0.956 AA 205091001 LC-2013 A Capitalized Interest 912828WK2 US Gov Treasury, United States Department of O1/31/2016 04/28/2014 11,500,000.00 11,496,312.05 --- 11,499,770.00 3,096.05 0.070 0.072 AAA 347621 LC -Sr Lien Reserve Fund-1 912828WK2 US Gov Treasury, United States Department of O1/31/2016 02/24/2014 150,000.00 149,935.64 --- 149,997.00 50.01 0.070 0.072 AAA 236 Page 4 of 21 EMEN 1Mmm• Rirerside Couuiyimnsportolian Ca inmissivn STAMP Portfolio by Investment Category for quarter ended June 30, 2014 Security Type Category US Gov Issuer Treasury, United States Department of Final Maturity 05/15/2019 Trade Date 07/05/2013 Current Face Value 500,000.00 Original Cost 539,902.34 Neat Call Date --- Base Market Value 536,210.00 Base Net Total Unrealized Gain/Loss 2,721.33 Coupon 3.125 Summarized Yield Credit Rating Source Account 347621 Account Identifier LC -Sr Lien Reserve Fund-1 912828KQ2 1.576 AAA 205091001 LC-2013 A Capitalized Interest 912828VG2 US Gov Treasury, United States Department of 06/15/2016 07/05/2013 5,000,000.00 4,973,632.81 --- 5,006,250.00 23,868.15 0.500 0.436 AAA 347623 LC -Sr Lien Ob Fund-1 Interest 912828RX0 US Gov Treasury, United States Department of 12/31/2016 09/13/2013 950,000.00 945,212.89 --- 954,968.50 8,617.07 0.875 0.664 AAA 205091001 LC-2013 A Capitalized Interest 912828SY7 US Gov Treasury, United States Department of 05/31/2017 07/05/2013 3,900,000.00 3,828,550.78 --- 3,874,104.00 27,846.30 0.625 0.856 AAA 347621 LC -Sr Lien Reserve Fund-1 912833KR0 US Gov Treasury, United States Department of 05/15/2018 07/05/2013 380,000.00 353,517.80 --- 361,342.00 2,627.04 0.000 1.303 AAA 347621 LC -Sr Lien Reserve Fund -I 912828VB3 US Gov Treasury, United States Department of 05/15/2023 07/05/2013 3,500,000.00 3,253,085.94 --- 3,315,158.00 40,123.75 1.750 2.415 AAA 347621 LC -Sr Lien Reserve Fund-1 912828VK3 US Gov Treasury, United States Department of 06/30/2018 07/05/2013 3,500,000.00 3,483,730.47 --- 3,507,945.00 21,098.87 1.375 1.317 AAA 347621 LC -Sr Lien Reserve Fund -I 912828TJ9 US Gov Treasury, United States Department of 08/15/2022 07/05/2013 575,000.00 535,917.97 --- 545,890.63 6,162.94 1.625 2.312 AAA 205091001 LC-2013 A Capitalized Interest 912828UA6 US Gov Treasury, United States Department of 11/30/2017 07/05/2013 1,750,000.00 1,700,507.81 --- 1,723,207.50 11,893.19 0.625 1.082 AAA 347623 LC -Sr Lien Ob Fund-1 Interest 912828UA6 US Gov Treasury, United States Department of 11/30/2017 07/05/2013 1,250,000.00 1,214,648.44 --- 1,230,860.00 8,492.64 0.625 1.082 AAA 205091001 LC-2013 A Capitalized Interest 912828RU6 US Gov Treasury, United States Department of 11/30/2016 07/05/2013 6,900,000.00 6,893,800.78 --- 6,942,573.00 46,992.93 0.875 0.617 AAA 347628 LC-PF-2 Sales Tax Revenue Bond 64468EAY6 VRDN Labor, New Hampshire Department of 11/01/2020 11/04/2013 4,190,000.00 4,190,000.00 07/01/2014 4,190,000.00 0.00 0.130 0.130 AA 347625 LC -Project Fund-2 Senior Lien 97689RAH7 VRDN Wisconsin Housing and Economic Development Autt 04/01/2046 07/05/2013 1,805,000.00 1,805,000.00 07/01/2014 1,805,000.00 0.00 0.110 0.110 AAA 376,978,453.70 382,298,359.22 380,540,742.54 986,839.91 237 Page 5 of 21 ATTACHMENT 3 ``� Riverside (ouory Itonsporfolion Ummission STAMP Portfolio by Account for quarter ended June 30, 2014 Source Account Account Identifier Security Type Category Issuer Final Maturity Trade Date Current Face Value Next Call Original Cost Date Base Market Value Base Net Total Unrealized Gain/Loss Summarized Coupon Yield Credit Rating 347621 LC -Sr Lien Reserve Fund-1 3137EACA5 ken 347621 LC -Sr Lien Reserve Fund-1 3137EADB2 Alen Federal Home Loan Mort• a t e C...ration Federal Home Loan Mort_aLe Co ..ration 03/27/2019 07/05/2013 800,000.00 875,900.00 O1/13/2022 07/05/2013 550,000.00 529,303.50 879,208.00 15,708.17 3.750 1.574 548,916.50 17,475.63 2.375 2.404 AAA AAA 347621 LC -Sr Lien Reserve Fund-1 3136G1•A0 A. en / 1 : 1 / / 1 4 11 111.11 1.1 7. 1.1 1:/1 / 1 4 1.1 41 1.1 1 ul 1. 4. 347621 LC -Sr Lien Reserve Fund-1 347621 LC -Sr Lien Reserve Fund-1 3135GOJA2 Agency 313381H24 Agency 347621 LC -Sr Lien Reserve Fund-1 38376LE39 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 31395EZP5 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 38377UN20 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 31398V WC6 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 3137AEV77 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 313921183 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 38377RVK8 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 3137ASNH3 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 31397QUQ9 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 31395K5G4 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 38377JZ89 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 3137AQT24 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 3136A7MI8 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 38378TAF7 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 3137AUPE3 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 3137B03W2 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 3137A7E22 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 3136A72D3 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 38378CRT6 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 38377DPX8 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 31394DVM9 Agency CMO 347621 LC -Sr Lien Reserve Fund-1 3128MMAK9 Agency MBS 347621 LC -Sr Lien Reserve Fund-1 3137B6ZL8 Agency MBS 347621 LC -Sr Lien Reserve Fund-1 3136A4M48 Agency MBS 347621 LC -Sr Lien Reserve Fund-1 31417YKF3 _ Agency MBS 347621 LC -Sr Lien Reserve Fund-1 3137A7JU5 Agency MBS 347621 LC -Sr Lien Reserve Fund-1 31404WTT3 _ Agency MBS 347621 LC -Sr Lien Reserve Fund-1 31294KZL2 Agency MBS 347621 LC -Sr Lien Reserve Fund-1 3136AEYG6 _ Agency MBS 347621 LC -Sr Lien Reserve Fund-1 31416YX12 Agency MBS 347621 LC -Sr Lien Reserve Fund-1 3138EJ6V5 Agency MBS 347621 LC -Sr Lien Reserve Fund-1 31385XBG1 Agency MBS 347621 LC -Sr Lien Reserve Fund-1 31418AFW3 Agency MBS 347621 LC -Sr Lien Reserve Fund-1 61747C715 MM Fund 347621 LC -Sr Lien Reserve Fund-1 912828WK2 US Gov 347621 LC -Sr Lien Reserve Fund-1 912828KQ2 US Gov 347621 LC -Sr Lien Reserve Fund-1 912833KR0 US Gov 347621 LC -Sr Lien Reserve Fund-1 912828VB3 US Gov 347621 LC -Sr Lien Reserve Fund-1 912828VK3 US Gov 347621 LC -Sr Lien Reserve Fund-1 912828TJ9 US Gov Federal National Mortgage Association Federal Home Loan Banks Office of Finance 04/27/2017 O1/16/2015 The Government National Mortgage Association Guar: 12/20/2038 07/08/2013 Federal Home Loan Mortgage Corporation 08/15/2019 07/09/2013 The Government National Mortgage Association Guar: 01/20/2040 Federal Home Loan Mortgage Corporation Federal Home Loan Mortgage Corporation Federal National Mortgage Association 06/15/2028 07/08/2013 05/25/2018 07/03/2013 03/25/2018 07/08/2013 The Government National Mortgage Association Guar: 04/20/2039 07/03/2013 Federal Home Loan Mortgage Corporation Federal National Mortgage Association Federal Home Loan Mortgage Corporation 09/25/2021 07/03/2013 06/25/2020 12/31/2013 05/15/2033 07/08/2013 The Government National Mortgage Association Guar: 10/20/2039 07/05/2013 Federal Home Loan Mortgage Corporation Federal National Mortgage Association O1/25/2019 10/21/2013 12/25/2019 08/20/2013 575,000.00 780,000.00 28,880.12 171,327.31 438,704.87 156,938.70 251,000.00 49,595.40 148,556.27 445,693.79 183,975.61 16,933.05 225,195.92 170,000.00 175,000.00 574,886.75 780,471.80 29,250.14 181,258.93 450,062.07 160,764.08 258,314.30 52,323.14 152,084.47 435,543.81 195,415.59 17,176.46 232,083.74 171,195.31 172,402.34 577,898.00 780,561.60 29,385.06 181,749.15 450,888.15 158,389.44 261,578.90 52,356.52 153,447.18 442,734.82 189,897.60 16,994.19 237,081.08 The Government National Mortgage Association Guar: 07/20/2041 07/05/2013 Federal Home Loan Mortgage Corporation Federal Home Loan Mortgage Corporation Federal Home Loan Mortgage Corporation Federal National Mortgage Association 06/25/2022 07/03/2013 08/25/2017 07/31/2013 04/15/2028 07/08/2013 04/25/2022 07/03/2013 The Government National Mortgage Association Guar: 10/20/2040 05/22/2014 The Government National Mortgage Association Guar: 11/20/2036 12/31/2013 Federal National Mortgage Association Federal Home Loan Mortgage Corporation Federal Home Loan Mortgage Corporation Federal National Mortgage Association Federal National Mortgage Association Federal Home Loan Mortgage Corporation Federal National Mortgage Association Federal Home Loan Mortgage Corporation Federal National Mortgage Association Federal National Mortgage Association Federal National Mortgage Association Federal National Mortgage Association Federal National Mortgage Association Morgan Stanley Institutional Liquidity Funds Treasury, United States Department of Treasury, United States Department of Treasury, United States Department of Treasury, United States Department of Treasury, United States Department of Treasury, United States Department of 02/25/2034 06/19/2014 09/O1/2019 07/08/2013 12/25/2019 01/07/2014 O1/25/2022 07/05/2013 01/01/2030 07/10/2013 11/25/2017 07/03/2013 05/01/2019 12/31/2013 05/O1/2019 01/06/2014 06/25/2018 11/20/2013 08/O1/2026 07/03/2013 09/01/2026 11/18/2013 03/O1/2018 09/13/2013 06/01/2022 07/10/2013 06/30/2014 O1/31/2016 02/24/2014 05/15/2019 07/05/2013 05/15/2018 07/05/2013 280,264.53 235,000.00 45,000.00 357,502.87 395,000.00 148,031.25 75,100.62 280,306.78 220,358.40 44,964.84 370,127.18 375,250.00 142,942.67 78,729.70 172,604.23 176,080.10 282,056.54 231,676.16 45,380.16 370,968.22 391,385.36 144,290.79 76,598.58 2,865.14 1.125 0.944 316.00 0.250 0.118 329.21 4.000 -1.667 1,718.60 4.500 0.814 1,909.35 3.000 1.063 (179.35) 7.000 3.105 4,789.68 2.699 1.518 560.23 5.000 0.723 1,658.99 3.000 1.904 5,901.08 1.459 1.612 (4,265.07) 2.750 0.680 1.63 5.000 1.726 5,326.01 3.500 1.739 1,591.96 2.130 1.751 3,212.09 1.520 1.310 1,816.38 2.500 2.329 9,935.70 2.396 2.586 417.47 1.426 1.080 2,776.24 3.500 1.412 14,244.22 2.482 2.604 1,374.46 2.000 2.567 (1,561.85) 2.500 0.719 261,528.75 276,525.79 --- 276,391.43 (471.54) 5.000 1.343 229,943.58 57,805.13 422,066.01 207,376.38 325,000.00 135,14124 71,351.44 170,000.00 78,367.70 170,841.82 37,965.17 316,305.20 0.00 150,000.00 500,000.00 380,000.00 05/15/2023 07/05/2013 3,500,000.00 06/30/2018 07/05/2013 3,500,000.00 08/15/2022 07/05/2013 575,000.00 244,458.76 58,960.58 423,253.07 218,782.08 351,203.13 150,647.67 77,576.07 171,341.41 82,053.42 181,385.97 40,432.90 326,683.96 63,789.58 149,935.64 539,902.34 353,517.80 3,253,085.94 3,483,730.47 535,917.97 244,170.19 59,123.26 427,806.95 226,005.00 350,643.80 143,530.81 75,803.05 172,015.35 83,154.40 183,036.34 39,867.22 330,807.79 63,789.58 149,997.00 536,210.00 361,342.00 3 315,158.00 3,507,945.00 545,890.63 18,144,954.10 1,175.18 5.000 1442 265.51 2.075 1.259 4,806.57 2.098 1.722 7,093.22 4.500 1.823 5,507.18 3.882 1.330 (5,59221) 4.500 0.791 (1,160.99) 4.000 0.476 880.99 1.825 1.481 1,304.45 3.500 1.705 2,105.27 4.000 1.683 (123.37) 6.000 1.450 5,118.27 3.000 1.140 0.00 0.040 0.040 50.01 0.070 0.072 2,721.33 3.125 1.576 2,627.04 0.000 1.303 40,123.75 1.750 2.415 21,098.87 1.375 1.317 6,162.94 1.625 2.312 AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA 347623 LC -Sr Lien Ob Fund-1 Interest 3137ASNH3 Agency CMO 347623 LC -Sr Lien Ob Fund-1 Interest 3137ANLP8 Agency CMO 347623 LC -Sr Lien Ob Fund-1 Interest 31393 V2T7 _ Agency CMO 347623 LC -Sr Lien Ob Fund-1 Interest 31393EXC8 Agency CMO 347623 LC -Sr Lien Ob Fund-1 Interest 3136A4M89 Agency CMO 347623 LC -Sr Lien Ob Fund-1 Interest 3136A8G38 Agency CMO 347623 LC -Sr Lien Ob Fund-1 Interest 313857LF3 Agency MBS 347623 LC -Sr Lien Ob Fund-1 Interest 31402RBG3 Agency MBS 347623 LC -Sr Lien Ob Fund-1 Interest 47787BAC9 Asset Backed 347623 LC -Sr Lien Ob Fund-1 Interest 36162WAC1 Asset Backed 347623 LC -Sr Lien Ob Fund-1 Interest 60920WGM6 CP 347623 LC -Sr Lien Ob Fund-1 Interest 44890NHM5 CP 347623 LC -Sr Lien Ob Fund-1 Interest 887317G94 CP 347623 LC -Sr Lien Ob Fund-1 Interest 37790BG70 CP 347623 LC -Sr Lien Ob Fund-1 Interest 2574P1G30 CP 347623 LC -Sr Lien Ob Fund-1 Interest 27743KH78 CP 347623 LC -Sr Lien Ob Fund-1 Interest 48121CJM9 Corporate 347623 LC -Sr Lien Ob Fund-1 Interest 61746BDG8 Corporate 347623 LC -Sr Lien Ob Fund-1 Interest 38143USC6 Grate 347623 LC -Sr Lien Ob Fund-1 Interest 78387GAP8 Corporate 347623 LC -Sr Lien Ob Fund-1 Interest 02580ECC5 Corporate 347623 LC -Sr Lien Ob Fund-1 Interest 48121CYK6 Corporate Federal Home Loan Mortgage Corporation Federal Home Loan Mortgage Corporation Federal Home Loan Mortgage Corporation Federal National Mortgage Association Federal National Mortgage Association Federal National Mortgage Association Federal National Mortgage Association Federal National Mortgage Association John Deere Owner Trust 2012 09/25/2021 08/15/2013 11/25/2016 07/09/2013 06/15/2018 07/08/2013 09/25/2018 07/24/2013 01/25/2019 07/05/2013 08/25/2017 07/08/2013 08/01/2017 09/18/2013 09/01/2019 03/15/2016 07/05/2013 GE Equipment Transportation LLC, Series 2013-1 11/25/2016 07/09/2013 Mondelez International, Inc. Hyundai Capital America Time Wamer Cable Inc. Glencme Funding LLC Dominion Resources, Inc. Eastman Chemical Company JPMorgan Chase Bank, National Association Morgan Stanley The Goldman Sachs Group, Inc. AT&T Inc. American Express Bank, FSB. JPMorgan Chase Bank, National Association 07/21/2014 06/05/2014 445,693.79 433,994.32 930,000.00 336,544.09 63,894.70 200,154.00 883,155.14 303,958.75 147,412.89 351,030.38 925,000.00 700,000.00 08/21/2014 06/04/2014 1,000,000.00 07/09/2014 06/05/2014 07/07/2014 06/13/2014 475,000.00 700,000.00 07/03/2014 06/06/2014 1,000,000.00 08/07/2014 06/16/2014 1,200,000.00 06/13/2016 07/11/2013 02/25/2016 07/03/2013 02/07/2016 07/03/2013 500,000.00 500,000.00 600,000.00 09/15/2014 07/03/2013 1,300,000.00 09/13/2017 07/08/2013 250,000.00 939,227.34 355,947.96 67,548.68 201,428.42 870,114.80 324,475.97 158,122.11 351,359.47 921,964.84 699,755.00 999,458.33 474,901.04 699,846.00 999,835.00 1,199,532.00 492,775.00 496,725.00 627,936.00 1,367,613.00 287,890.00 10/01/2017 07/03/2013 300,000.00 341,424.00 442,734.82 945,530.07 353,535.86 67,207.32 203,174.53 888,182.94 318,804.10 155,345.18 351,473.73 926,674.25 699,874.00 999,548.00 474,952.50 699,939.10 999,940.00 1,199,629.20 498,215.00 507,100.00 625,368.00 1,311,323.00 285,700.00 341,241.00 AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AA AA AA AA AA AA 347623 LC -Sr Lien Ob Fund -I Interest 172967FD8 Corporate 347623 LC -Sr Lien Ob Ftmd-1 Interest 00279VCA1 Corporate Citigroup Inc. Abbey National Treasury Services PLC 11/10/2014 07/05/2013 1,000,000.00 1,035,030.00 238 1,012,280.00 Page 6 of 21 EMI IMENI Riverside (ouory Ironspor otion Ummission STAMP Portfolio by Account for quarter ended June 30, 2014 Source Account Account Identifier Security Type Category Issuer Final Maturity Trade Date Current Face Next Call Value Original Cost Date Base Market Value Base Net Total Unrealized Gain/Loss Summarized Coupon Yield Credit Rating 347623 347623 347623 347623 347623 347623 LC -Sr Lien Ob Fund-1 Interest LC -Sr Lien Ob Fund-1 Interest LC -Sr Lien Ob Fund-1 Interest LC -Sr Lien Ob Fund-1 Interest LC -Sr Lien Ob Fund-1 Interest LC -Sr Lien Ob Fund-1 Interest 263534BX6 59217GAC3 928670AJ7 89233P6J0 38144LAB6 767201AM8 Corporate Corporate Corporate Corporate Corporate Corporate 347623 LC -Sr Lien Ob Fund-1 Interest 36962G3H5 Corporate 347623 LC -Sr Lien Ob Fund-1 Interest 69349I AT 7 Corporate 347623 LC -Sr Lien Ob Fund -I Interest 233851AT1 Corporate 347623 LC -Sr Lien Ob Fund-1 Interest 05565QCC0 Corporate 347623 LC -Sr Lien Ob Fund -I Interest 94980VAF5 Corporate 347623 LC -Sr Lien Ob Fund-1 Interest 61747C715 MM Fund 347623 LC -Sr Lien Ob Fund-1 Interest 407288YD5 Muni 347623 LC -Sr Lien Ob Fund-1 Interest 235219JS2 Muni 347623 LC -Sr Lien Ob Fund-1 Interest 912828RX0 US Gov 347623 LC -Sr Lien Ob Fund-1 Interest 912828UA6 US Gov E. I. du Pont de Nemours and Company Metropolitan Life Global Funding I Volkswagen International Finance N.V. Toyota Motor Credit Corporation The Goldman Sachs Group, Inc. Rio Tinto Finance (USA) Limited General Electric Capital Corporation PNC Bank, National Association Daimler Finance North America LLC BP Capital Markets P.L.C. Wells Fargo Bank, National Association Morgan Stanley Institutional Liquidity Funds Hamilton, County of Dallas, City of Treasury, United States Department of Treasury, United States Department of 03/15/2015 09/29/2015 03/22/2015 07/17/2015 09/01/2017 05/20/2016 07/09/2013 07/03/2013 07/08/2013 07/03/2013 07/03/2013 07/03/2013 09/15/2017 07/03/2013 04/29/2016 07/11/2013 01/11/2016 07/08/2013 11/06/2017 07/03/2013 950,000.00 740,000.00 600,000.00 800,000.00 300,000.00 600,000.00 300,000.00 500,000.00 500,000.00 300,000.00 05/16/2016 07/11/2013 1,000,000.00 06/30/2014 12/01/2015 07/18/2013 02/15/2017 07/10/2013 12/31/2016 09/13/2013 0.00 630,000.00 650,000.00 950,000.00 11/30/2017 07/05/2013 1,250,000.00 1,014,068.00 766,284.80 607,206.00 802,344.00 322,515.00 617,400.00 340,212.00 499,180.00 04/29/2015 497,995.00 292,194.00 988,160.00 213,271.38 630,000.00 650,000.00 945,212.89 1,214,648.44 978,462.00 758,063.40 605,784.00 804,720.00 341,538.00 619,320.00 339,609.30 500,200.00 504,360.00 300,421.80 997,680.00 213,271.38 632,816.10 660,452.00 954,968.50 1 230,860.00 25,386,722.36 1,351.60 3,279.60 2,689.98 3,505.29 23,967.29 7,779.02 4.750 2.500 1.625 0.875 6.250 2.500 0.506 0.533 0.298 0.310 1.740 0.779 8,450.88 5.625 1.401 738.07 0.547 0.514 5,593.46 1.250 0.676 6,519.83 1.375 1.332 5,516.14 0.435 0.566 0.00 0.050 0.040 2,816.10 0.803 0.487 10,452.00 1.589 0.967 8,617.07 0.875 0.664 8,492.64 0.625 1.082 A AA A AA A A AA A A A A AAA AA AA AAA AAA 347625 LC -Project Fund-2 Senior Lien 36162DAC3 Asset Backed 347625 LC -Project Fund-2 Senior Lien 17308BAN8 Asset Backed 347625 LC -Project Fund-2 Senior Lien 02582JFV7 Asset Backed 347625 LC -Project Fund-2 Senior Lien 92867KAC8 Asset Backed 347625 LC -Project Fund-2 Senior Lien 89236QAC5 Asset Backed 347625 LC -Project Fund-2 Senior Lien 36159LBN5 Asset Backed 347625 LC -Project Fund-2 Senior Lien 36162NAC1 Asset Backed GE EQUIP SMALL TICKET LLC SER2011-2 Citibank O®i-S Master Trust American Express Credit Account Master Trust Volkswagen Auto Lease Trust 2012-A Toyota Auto Receivables 2011-B Owner Trust GE Dealer Floorplan Master Not GE Equipment Transportation LLC, Series 2012-1 06/22/2015 02/06/2014 227,679.57 11/15/2018 02/19/2014 1,350,000.00 03/15/2017 01/07/2014 1,000,000.00 07/20/2015 01/17/2014 06/15/2015 01/14/2014 275,844.37 186,106.93 07/20/2016 01/07/2014 2,000,000.00 11/23/2015 02/13/2014 237,868.84 228,293.23 1,393,189.45 1,006,992.19 276,577.08 186,354.10 2,004,062.50 238,389.17 227,941.40 1,372,512.60 1,001,520.00 276,126.84 186,199.61 2,000,438.00 238,133.82 (28.69) 1.370 0.405 318.34 4.900 0.443 70.01 1.402 0.214 (127.32) 0.870 0.487 (8.28) 0.680 0.267 14.82 0.753 0.377 (59.57) 0.990 --- AAA AAA AAA AAA AAA AAA AAA 347625 LC -Project Fund-2 Senior Lien 89231NAC7 Asset Backed Toyota Auto Receivables 2012-B Owner Trust 07/15/2016 994,093.36 994,676.47 994,575.50 53.60 0.460 0.374 AAA 347625 LC -Project Fund-2 Senior Lien 92867KAD6 Asset Backed 347625 LC -Project Fund-2 Senior Lien 55314QAC1 Asset Backed 347625 LC -Project Fund-2 Senior Lien 17181BG79 CP 347625 LC -Project Fund-2 Senior Lien 26244JGE3 CP 347625 LC -Project Fund-2 Senior Lien 62956UG92 CP 347625 LC -Project Fund-2 Senior Lien 78355BG14 CP 347625 LC -Project Fund-2 Senior Lien 78573FGN3 CP 347625 LC -Project Fund-2 Senior Lien 69430MGP5 CP 347625 LC -Project Fund-2 Senior Lien 44890NHM5 CP 347625 LC -Project Fund-2 Senior Lien 57163UG75 CP 347625 LC -Project Fund-2 Senior Lien 6362P3HN7 CP 347625 LC -Project Fund-2 Senior Lien 25471KG89 CP 347625 LC -Project Fund-2 Senior Lien 50104MG70 CP 347625 LC -Project Fund-2 Senior Lien 90655KGE8 CP 347625 LC -Project Fund-2 Senior Lien 05634CGG5 CP 347625 LC -Project Fund-2 Senior Lien 2925A3GH5 CP 347625 LC -Project Fund-2 Senior Lien 63946EGB4 CP 347625 LC -Project Fund-2 Senior Lien 84757BG73 CP 347625 LC -Project Fund-2 Senior Lien 2574P1G97 CP 347625 LC -Project Fund-2 Senior Lien 20279WG21 CP 347625 LC -Project Fund-2 Senior Lien 88355MG27 CP 347625 LC -Project Fund-2 Senior Lien 27743KGA2 CP 347625 LC -Project Fund-2 Senior Lien 65475MGR5 CP 347625 LC -Project Fund-2 Senior Lien 42823KG22 CP 347625 LC -Project Fund-2 Senior Lien 0020A3GE4 CP 347625 LC -Project Fund-2 Senior Lien 88731JGM5 CP 347625 LC -Project Fund-2 Senior Lien 61747C715 MM Fund 347625 LC -Project Fund-2 Senior Lien 97689RAH7 VRDN Volkswagen Auto Lease Trust 2012-A MMAF EQUIP FIN LLC 2012-A Cigna Corporation Duke Energy Corporation Nabors Industries, Inc. Ryder System, Inc. SABMiller Holdings Inc. Pacific Gas and Electric Company Hyundai Capital America Marriott International, Inc. National Grid USA Service Company, Inc. Discovery Communications, LLC The Kroger Co. Union Electric Company Bacardi U.S.A., Inc. Enbridge Energy Partners, L.P. Comcast Corporatia SPECTRA ENERGY PARTNERS LP Dominion Resources, Inc. Commonwealth Edison Company Thermo Fisher Scientific Inc. Eastman Chemical Company Nissan Motor Acceptance Corporation Hewlett-Packard Company AT&T Inc. Time Warner Cable Inc. Morgan Stanley Institutional Liquidity Funds 05/22/2017 02/19/2014 1,300,000.00 08/10/2016 01/16/2014 615,665.69 07/07/2014 05/06/2014 1,500,000.00 07/14/2014 06/10/2014 1,500,000.00 07/09/2014 06/18/2014 1,500,000.00 07/01/2014 06/02/2014 1,600,000.00 07/22/2014 06/23/2014 1,700,000.00 07/23/2014 04/25/2014 1,500,000.00 08/21/2014 06/09/2014 1,500,000.00 07/07/2014 05/27/2014 1,500,000.00 08/22/2014 06/24/2014 1,700,000.00 07/08/2014 06/24/2014 1,500,000.00 07/07/2014 06/02/2014 1,500,000.00 07/14/2014 06/17/2014 1,700,000.00 07/16/2014 06/24/2014 800,000.00 07/17/2014 06/19/2014 1,700,000.00 07/11/2014 06/16/2014 1,500,000.00 07/07/2014 06/02/2014 1,500,000.00 07/09/2014 06/09/2014 1,450,000.00 07/02/2014 06/16/2014 1,500,000.00 07/02/2014 05/28/2014 1,000,000.00 07/10/2014 05/27/2014 1,500,000.00 07/25/2014 06/17/2014 1,600,000.00 07/02/2014 05/29/2014 1,500,000.00 07/14/2014 06/02/2014 1,600,000.00 07/21/2014 06/02/2014 1,600,000.00 06/30/2014 06/27/2014 0.00 Wisconsin Housing and Economic Development Autho 04/01/2046 07/05/2013 1,805,000.00 1,306,296.88 617,108.65 1,499,262.92 1,499,733.33 1,499,800.01 1,599,751.10 1,699,716.66 1,499,110.01 1,499,260.41 1,499,598.54 1,699,233.11 1,499,870.00 1,499,697.50 1,699,692.98 799,892.66 1,699,706.75 1,499,760.42 1,499,591.67 1,449,740.61 1,499,820.00 999,783.33 1,499,523.33 1,599,594.67 1,499,685.84 1,599,608.00 1,599,390.22 106,915.31 1,805,000.00 07/01/2014 1,302,583.10 616,973.98 1,499,911.50 1,499,800.50 1,499,850.00 1,599,924.80 1,699,682.10 1,499,710.50 1,499,322.00 1,499,869.50 1,699,212.90 1,499,860.50 1,499,869.50 1,699,773.90 799,882.40 1,699,739.90 1,499,830.50 1,499,869.50 1,449,855.00 1,499,920.50 999,947.00 1,499,839.50 1,599,668.80 1,499,920.50 1,599,787.20 1,599,712.00 106,915.31 1,805,000.00 46,073,680.66 (1,279.50) 1.060 0.706 437.21 0.940 0.421 (16.00) 0.000 0.354 (91.17) 0.000 0.369 (50.01) 0.000 0.451 (75.20) 0.000 1.699 (79.89) 0.000 0.321 (69.50) 0.000 0.316 (146.75) 0.000 0.319 (71.75) 0.000 0.523 (99.54) 0.000 0.321 (69.50) 0.000 0.479 (75.50) 0.000 0.523 (72.59) 0.000 0.369 (40.93) 0.000 0.353 (56.10) 0.000 0.345 (73.67) 0.000 0.407 (60.50) 0.000 0.523 (70.89) 0.000 0.451 (68.25) 0.000 1.917 (45.78) 0.000 1.917 (63.00) 0.000 0.428 (75.20) 0.000 0.311 (68.67) 0.000 1.917 (91.47) 0.000 0.369 (39.11) 0.000 0.324 0.00 0.040 0.040 0.00 0.110 0.110 AAA AAA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AAA AAA 347628 LC-PF-2 Sales Tax Revenue Bond 31395MLT4 Agency CMO 347628 LC-PF-2 Sales Tax Revenue Bond 3133XCQE6 Agency CMO 347628 LC-PF-2 Sales Tax Revenue Bond 17308BAN8 Asset Backed Federal Home Loan Mortgage Corporation Federal Hone Loan Banks Office of Finance Citibank Omni-S Master Trust 06/15/2019 07/15/2013 07/28/2015 08/13/2013 11/15/2018 48,782.70 146,497.98 7,650,000.00 49,575.42 154,189.12 8,013,333.99 48,826.95 152,715.50 7,777,571.40 (81.12) 4.500 -0.003 1,005.63 5.250 0.725 7,179.51 4.900 0.443 AAA AAA AAA 347628 LC-PF-2 Sales Tax Revenue Bond 89236QAC5 Asset Backed 347628 LC-PF-2 Sales Tax Revenue Bond 02582JFY1 Asset Backed 347628 LC-PF-2 Sales Tax Revenue Bond 43812XAB1 Asset Backed Toyota Auto Receivables 2011-B Owner Trust American Express Credit Account Master Trust Honda Auto Receivables 2013-3 Owner Trust 06/15/2015 01/14/2014 583,864.88 04/17/2017 07/05/2013 1,000,000.00 01/15/2016 07/17/2013 4,642,716.43 584,640.32 1,001,796.88 4,642,647.25 584,155.64 1,000,906.00 4,646,388.81 (25.97) 0.680 0.267 589.88 0.852 0.431 3,695.02 0.540 0.316 AAA AA AAA 347628 LC-PF-2 Sales Tax Revenue Bond 36159LBN5 Asset Backed 347628 LC-PF-2 Sales Tax Revenue Bond 36159JCS8 Asset Backed GE Dealer Floorplan Master Not GE Capital Credit Card Master Note Trust 07/20/2016 3,135,000.00 01/15/2018 07/15/2013 2,295,000.00 3,141,315.23 2,304,682.03 3,135,686.57 2,301,834.51 30.40 0.753 0.377 3 324.32 1.030 0.480 AAA AAA 347628 LC-PF-2 Sales Tax Revenue Bond 89231NAC7 Asset Backed 347628 LC-PF-2 Sales Tax Revenue Bond 36159JBT7 Asset Backed 347628 LC-PF-2 Sales Tax Revenue Bond 17308BAL2 Asset Backed Toyota Auto Receivables 2012-B Owner Trust GE Capital Credit Card Master Note Trust Citibank Omni-S Master Trust 07/15/2016 02/14/2014 884,091.23 11/15/2017 07/11/2013 5,000,000.00 08/15/2018 4,340,000.00 884,678.32 5,209,179.69 4,557,730.08 884,520.01 5,062,870.00 4,366,586.84 (6.03) 0.460 0.374 4,172.98 3.800 0.444 1,655.21 5.350 0.438 AAA AAA AAA 347628 LC-PF-2 Sales Tax Revenue Bond 36162RAC2 Asset Backed 347628 LC-PF-2 Sales Tax Revenue Bond 55314QAC1 Asset Backed GE Equipment Small Ticket, L.L.C., Series 2012-1 09/21/2015 07/10/2013 3,790,185.93 MMAF EQUIP FIN LLC 2012-A 3,802,178.32 08/10/2016 3,409,967.03 3,418,676.91 3,796,985.52 3,417,213.21 3,637.84 1.040 0.388 AAA 3,724.75 0.940 0.421 AAA 347628 LC-PF-2 Sales Tax Revenue Bond 55314MAC0 Asset Backed 347628 LC-PF-2 Sales Tax Revenue Bond 17181BG79 CP MMAF Equipment Finance LLC 2011-A Cigna Corporation 09/15/2015 07/10/2013 1,051,805.57 1,054,352.92 07/07/2014 05/06/2014 7,000,000.00 6,996,560.27 239 1,052,762.72 6,999,587.00 469.61 1.270 0.224 AAA (74.67) 0.000 0.354 AA Page 7 of 21 IMENI Riverside (ouory Itonsporiolion Ummission STAMP Portfolio by Account for quarter ended June 30, 2014 Source Security Type Account Account Identifier Cateaory Issuer Base Net Total Final Current Face Next Call Base Market Unrealized Summarized Maturi Trade Date Value OH. final Cost Date Value Gain/Loss Cou on Yield Credit Rating 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 347628 LC-PF-2 Sales Tax Revenue Bond 26244JGE3 CP LC-PF-2 Sales Tax Revenue Bond 62956UG92 CP LC-PF-2 Sales Tax Revenue Bond 78573FGN3 CP LC-PF-2 Sales Tax Revenue Bond 44890NHM5 CP LC-PF-2 Sales Tax Revenue Bond 57163UG75 CP LC-PF-2 Sales Tax Revenue Bond 25471KG89 CP LC-PF-2 Sales Tax Revenue Bond 50104MG70 CP LC-PF-2 Sales Tax Revenue Bond 63946EGB4 CP LC-PF-2 Sales Tax Revenue Bond 2925A3GH5 CP LC-PF-2 Sales Tax Revenue Bond 84757BG73 CP LC-PF-2 Sales Tax Revenue Bond 88355MG27 CP LC-PF-2 Sales Tax Revenue Bond 20279WG21 CP LC-PF-2 Sales Tax Revenue Bond 277431(1178 CP LC-PF-2 Sales Tax Revenue Bond 42823KG22 CP LC-PF-2 Sales Tax Revenue Bond 2574P1G97 CP LC-PF-2 Sales Tax Revenue Bond 60920WG12 CP LC-PF-2 Sales Tax Revenue Bond 233851AG9 Corporate LC-PF-2 Sales Tax Revenue Bond 94974BET3 Corporate LC-PF-2 Sales Tax Revenue Bond 78387GAP8 Corporate LC-PF-2 Sales Tax Revenue Bond 0258MOCZ0 Corporate LC-PF-2 Sales Tax Revenue Bond 38141GCM4 Corporate LC-PF-2 Sales Tax Revenue Bond 36962GK86 Corporate LC-PF-2 Sales Tax Revenue Bond 74432QAE5 Corporate LC-PF-2 Sales Tax Revenue Bond 00279VCAI Corporate LC-PF-2 Sales Tax Revenue Bond 020002AR2 Corporate LC-PF-2 Sales Tax Revenue Bond 36962G4G6 Corporate LC-PF-2 Sales Tax Revenue Bond 929903A.11 Corporate LC-PF-2 Sales Tax Revenue Bond 61747C715 MM Fund LC-PF-2 Sales Tax Revenue Bond 407288YD5 Muni LC-PF-2 Sales Tax Revenue Bond 64468EAZ3 Muni LC-PF-2 Sales Tax Revenue Bond 64468EAY6 VRDN Duke Energy Corporation Nabors Industries, Inc. SABMiller Holdings Inc. Hyundai Capital America Marriott International, Inc. Discovery Communications, LLC The Kroger Co. Comcast Corporation Enbridge Energy Partners, L.P. SPECTRA ENERGY PARTNERS LP Thermo Fisher Scientific Inc. Commonwealth Edison Company Eastman Chemical Company Hewlett-Packard Company Dominion Resources, Inc. Mondelez International, Inc. Daimler Finance North America LLC Wells Fargo & Company AT&T Inc. American Express Credit Corporation The Goldman Sachs Group, Inc. General Electric Capital Corporation Prudential Financial, Inc. Abbey National Treasury Services PLC The Allstate Corporation General Electric Capital Corporation Wells Fargo & Company Morgan Stanley Institutional Liquidity Funds Hamilton, County of Labor, New Hampshire Department of Labor, New Hampshire Department of 07/14/2014 07/09/2014 07/22/2014 08/21/2014 07/07/2014 07/08/2014 07/07/2014 07/11/2014 07/17/2014 07/07/2014 07/02/2014 07/02/2014 08/07/2014 07/02/2014 07/09/2014 07/01/2014 09/15/2014 10/O1/2014 09/15/2014 08/25/2014 11/15/2014 09/15/2014 09/20/2014 11/10/2014 08/15/2014 11/14/2014 08/O1/2014 06/30/2014 12/O1/2015 11/O1/2020 11/O1/2020 06/10/2014 8,000,000.00 7,998,577.76 7,998,936.00 06/18/2014 3,500,000.00 3,499,533.35 --- 3,499,650.00 06/23/2014 8,000,000.00 7,998,666.64 7,998,504.00 06/09/2014 3,500,000.00 3,498,274.29 --- 3,498,418.00 05/27/2014 8,000,000.00 7,997,858.88 7,999,304.00 06/24/2014 2,000,000.00 1,999,826.66 --- 1,999,814.00 06/02/2014 8,000,000.00 7,998,386.64 7,999,304.00 06/16/2014 8,000,000.00 7,998,722.24 --- 7,999,096.00 06/19/2014 6,500,000.00 6,498,878.75 6,499,005.50 06/02/2014 8,000,000.00 7,998,008.88 --- 7,999,304.00 05/28/2014 4,000,000.00 3,999,133.32 3,999,788.00 06/16/2014 8,000,000.00 7,999,040.00 --- 7,999,576.00 06/17/2014 8,000,000.00 7,996,940.00 7,997,528.00 05/29/2014 8,000,000.00 7,998,324.48 --- 7,999,576.00 06/09/2014 7,000,000.00 6,998,747.77 6,999,300.00 04/01/2014 5,000,000.00 4,996,081.95 --- 4,999,765.00 07/08/2013 2,400,000.00 2,428,301.60 2,407,440.00 07/03/2013 3,500,000.00 3,628,730.00 --- 3,530,135.00 07/03/2013 6,504,000.00 6,842,273.04 6,560,649.84 07/03/2013 6,124,000.00 6,430,200.00 --- 6,167,664.12 07/08/2013 2,000,000.00 2,116,560.00 2,037,420.00 07/09/2013 5,000,000.00 5,243,950.00 --- 5,045,850.00 07/09/2013 2,686,000.00 2,820,407.44 2,713,424.06 07/05/2013 3,000,000.00 3,105,090.00 --- 3,036,840.00 07/05/2013 5,870,000.00 6,141,957.10 5,904,456.90 07/08/2013 3,000,000.00 3,118,200.00 --- 3,038,970.00 07/05/2013 3,911,000.00 4,091,336.21 3,925,822.69 06/27/2014 0.00 488,505.76 --- 488,505.76 07/18/2013 6,645,000.00 6,645,000.00 --- 6,674,703.15 07/03/2013 3,200,000.00 3,200,000.00 07/01/2014 3,200,000.00 11/04/2013 4,190,000.00 4,190,000.00 07/01/2014 4,190,000.00 207,637,360.71 (486.22) (116.68) (375.98) (342.41) (382.67) (92.66) (402.66) (392.90) (214.50) (322.67) (183.11) (364.00) (252.00) (36622) (342.22) (235.00) 2,460.86 3,703.31 (2,535.54) 2,320.09 4,982.70 2,882.34 2,460.19 8,414.84 3,571.70 6,296.63 193.79 0.00 29,703.15 0.00 0.00 0.000 0.369 AA 0.000 0.451 AA 0.000 0.321 AA 0.000 0.319 AA 0.000 0.523 AA 0.000 0.479 AA 0.000 0.523 AA 0.000 0.407 AA 0.000 0.345 AA 0.000 0.523 AA 0.000 1.917 AA 0.000 1.917 AA 0.000 0.301 AA 0.000 1.917 AA 0.000 0.451 AA 0.000 1.699 AA 1.875 0.384 A 3.750 0.338 AA 5.100 0.898 A 5.125 0.447 A 5.500 0.498 A 4.750 0.341 AA 5.100 0.493 A 3.875 0.466 A 5.000 0.297 A 3.750 0.256 AA 5.250 0.828 A 0.040 0.040 AAA 0.803 0.487 AA 0.130 --- AA 0.130 0.130 AA 205091001 LC-2013 A Capitalized Interest 31398AZV7 Agency Federal National Mortgage Association 11/20/2014 06/30/2014 1,100,000.00 1,110,808.60 --- 1,110,681.00 (52.02) 2.625 0.127 AAA 205091001 LC-2013 A Capitalized Interest 3134A4UU6 Agency Federal Home Loan Mortgage Corporation 07/15/2014 06/04/2014 200,000.00 201,124.88 200,380.00 (4.11) 5.000 0.429 AAA 205091001 LC-2013 A Capitalized Interest 313385N51 _ Agency Federal Home Loan Banks Office of Finance 11/07/2014 06/13/2014 500,000.00 499,830.00 --- 499,890.00 42.30 0.000 _ 0.062 AAA 205091001 LC-2013 A Capitalized Interest 31392FPP6 Agency CMO Federal National Mortgage Association 11/25/2017 07/15/2013 307,128.40 325,268.17 322,884.09 1,045.63 5.000 0.705 AAA 205091001 LC-2013 A Capitalized Interest 31392HWL3 Agency CMO Federal National Mortgage Association 02/25/2018 07/12/2013 69,937.64 73,827.92 --- 73,794.00 688.56 5.000 0.720 AAA 205091001 LC-2013 A Capitalized Interest 31392F6C6 Agency CMO Federal National Mortgage Association 12/25/2017 07/09/2013 468,239.97 496,700.18 492,752.33 1,453.88 5.000 0.709 AAA 205091001 LC-2013 A Capitalized Interest 31392BVM5 Agency CMO Federal National Mortgage Association 02/25/2017 07/11/2013 158,768.08 167,599.56 --- 165,596.70 239.19 5.500 0.599 AAA 205091001 LC-2013 A Capitalized Interest 3136ACGF2 Agency CMO Federal National Mortgage Association 02/25/2016 07/15/2013 2,280,380.55 2,286,081.50 2,295,659.10 12,001.40 1.083 0.601 AAA 205091001 LC-2013 A Capitalized Interest 3137ANLP8 Agency CMO Federal Home Loan Mortgage Corporation 11/25/2016 07/08/2013 3,070,000.00 3,100,460.16 --- 3,121,269.00 31,076.87 1.655 0.838 AAA 205091001 LC-2013 A Capitalized Interest 31393V2T7 Agency CMO Federal Home Loan Mortgage Corporation 06/15/2018 07/08/2013 1,108,053.40 1,171,939.60 1,163,999.02 2,375.75 4.500 0.829 AAA 205091001 LC-2013 A Capitalized Interest 31393EXC8 _ Agency CMO Federal National Mortgage Association 09/25/2018 07/24/2013 575,052.33 607,938.14 --- 604,868.79 1,975.42 4.500 0.845 AAA 205091001 LC-2013 A Capitalized Interest 3136A4M89 Agency CMO Federal National Mortgage Association O1/25/2019 07/05/2013 651,565.16 655,713.80 661,397.28 6,539.52 1.934 1.434 AAA 205091001 LC-2013 A Capitalized Interest 3136A8G38 Agency CMO Federal National Mortgage Association 08/25/2017 07/08/2013 2,915,361.58 2,872,314.45 --- 2,931,949.99 51,219.78 1.246 1.019 AAA 205091001 LC-2013 A Capitalized Interest 38376GWZ9 Agency MBS The Government National Mortgage Association Goan 08/16/2031 07/11/2013 2,533,732.99 2,535,514.52 2,543,437.19 10,260.74 1.864 0.971 AAA 205091001 LC-2013 A Capitalized Interest 3132FEAK7 _ Agency MBS Federal Home Loan Mortgage Corporation 12/01/2017 07/03/2013 295,914.03 313,576.40 --- 314,112.74 3,363.68 5.000 _ 0.100 AAA 205091001 LC-2013 A Capitalized Interest 31401MWC1 Agency MBS Federal National Mortgage Association 06/O1/2018 07/12/2013 1,175,893.20 1,253,796.13 1,248,680.99 13,091.83 4.500 0.346 AAA 205091001 LC-2013 A Capitalized Interest 3128GNR59 _ Agency MBS Federal Home Loan Mortgage Corporation 10/O1/2016 07/05/2013 404,514.39 428,532.44 --- 417,709.65 (3,939.8� 6.000 2.244 AAA 205091001 LC-2013 A Capitalized Interest 36200AFG9 Agency MBS Government National Mortgage Association 11/15/2017 07/09/2013 92,046.61 98,087.16 97,604.38 438.50 5.500 0.550 AAA 205091001 LC-2013 A Capitalized Interest 31294LPZ0 Agency MBS Federal Home Loan Mortgage Corporation 12/O1/2016 07/05/2013 292,228.64 308,940.46 --- 306,363.74 769.00 6.000 0.777 AAA 205091001 LC-2013 A Capitalized Interest 3128H4NR6 Agency MBS Federal Home Loan Mortgage Corporation 05/O1/2018 07/16/2013 150,452.55 159,385.67 159,705.38 1,838.05 5.000 0.389 AAA 205091001 LC-2013 A Capitalized Interest 3128PHVS7 Agency MBS Federal Home Loan Mortgage Corporation 11/O1/2019 07/16/2013 151,127.44 159,250.55 --- 160,421.78 2,353.14 5.000 0.098 AAA 205091001 LC-2013 A Capitalized Interest 31402QT68 Agency MBS Federal National Mortgage Association 10/O1/2019 07/11/2013 466,344.70 503,798.01 495,239.42 (3,202.87) 6.000 1.649 AAA 205091001 LC-2013 A Capitalized Interest 3128MBTH0 Agency MBS Federal Home Loan Mortgage Corporation 03/01/2019 07/26/2013 183,178.88 194,169.61 --- 194,444.38 1,640.12 5.000 0.791 AAA 205091001 LC-2013 A Capitalized Interest 31410GSQ7 Agency MBS Federal National Mortgage Association 12/O1/2017 07/05/2013 253,278.06 271,957.32 268,745.75 586.90 6.000 0.772 AAA 205091001 LC-2013 A Capitalized Interest 3128PGLY7 Agency MBS Federal Home Loan Mortgage Corporation 05/01/2017 07/17/2013 372,991.52 393,039.82 --- 395,930.50 8,005.60 5.000 -0.367 AAA 205091001 LC-2013 A Capitalized Interest 36290WH47 Agency MBS Government National Mortgage Association 09/15/2018 07/18/2013 1,565,725.88 1,663,583.76 1,648,850.27 (3,666.88) 4.500 1.055 AAA 205091001 LC-2013 A Capitalized Interest 31402RBG3 _ Agency MBS Federal National Mortgage Association 09/01/2019 --- 504,130.79 540,702.66 --- 531,258.07 _ (3,36791)_ 6.000 _ 1.591 AAA 205091001 LC-2013 A Capitalized Interest 78008K5V1 Corporate Royal Bank of Canada 04/19/2016 07/08/2013 2,000,000.00 2,099,900.00 2,079,200.00 13,987.32 2.875 0.661 AA 205091001 LC-2013 A Capitalized Interest 89153 VAC3 _ Corporate Total Capital International 06/28/2017 07/08/2013 160,000.00 157,765.60 --- 162,291.20 3,992.86 1.550 _ 1.063 AA 205091001 LC-2013 A Capitalized Interest 89114QAE8 Corporate The Toronto -Dominion Bank 10/19/2016 07/08/2013 750,000.00 776,452.50 776,235.00 7,521.44 2.375 0.838 AA 205091001 LC-2013 A Capitalized Interest 822582AC6 Corporate Shell International Finance B.V. 03/22/2017 07/08/2013 400,000.00 449,936.00 --- 444,480.00 7,365.57 5.200 1.053 AA 205091001 LC-2013 A Capitalized Interest 44328MAL8 Corporate HSBC Bank PLC 05/24/2016 --- 3,625,000.00 3,799,301.25 3,788,125.00 46,971.28 3.100 0.711 AA 205091001 LC-2013 A Capitalized Interest 21685WBL0 Cor2rate Rabobank Nederland 10/13/2015 07/03/2013 1,505,000.00 1,543,467.80 --- 1,538,365.85 11,414.20 2.125 0.395 AA 205091001 LC-2013 A Capitalized Interest 59217GAV 1 Corporate Metropolitan Life Global Funding I 06/29/2015 07/31/2013 545,000.00 553,763.60 551,054.95 1,449.46 1.700 0.581 AA 205091001 LC-2013 A Capitalized Interest 21686CAD2 Corporate Rabobank Nederland O1/19/2017 --- _ 2,000,000.00 2,103,900.00 --- 2,117,920.00 41,889.48 3.375 1.029 AA 205091001 LC-2013 A Capitalized Interest 90327QCW7 Corporate USAA Capital Corporation 12/13/2016 07/11/2013 4,000,000.00 4,145,440.00 4,123,080.00 17,880.81 2.250 0.977 AA 205091001 LC-2013 A Capitalized Interest 89233P6J0 Corporate Toyota Motor Credit Corporation 07/17/2015 07/03/2013 5,000,000.00 5,014,650.00 --- 5,029,500.00 21,908.04 0.875 0.310 AA 205091001 LC-2013 A Capitalized Interest 037833AF7 Corporate Apple Inc. 05/03/2016 07/31/2013 3,000,000.00 3,000,840.00 3,001,200.00 636.65 0.273 0.255 AA 240 Page 8 of 21 UNNI • Riverside (ounry ironsporfolion (Ai -mission STAMP Portfolio by Account for quarter ended June 30, 2014 Source .Account Account Identifier Security Type Category Issuer Final Maturity Trade Date Current Face Value Next Call Original Cost Date Base Market Value Base Net Total Unrealized Gain/Loss Summarized Coupon Yield Credit Rating 205091001 LC-2013 A Capitalized Interest 742718DV8 205091001 LC-2013 A Capitalized Interest 459200GX3 205091001 LC-2013 A Capitalized Interest 9AMMF05B2 205091001 LC-2013 A Capitalized Interest 407288YD5 Corporate Corporate MM Fund Muni 205091001 LC-2013 A Capitalized Interest 235219JS2 Muni 205091001 LC-2013 A Capitalized Interest 64966H4E7 Muni 205091001 LC-2013 A Capitalized Interest 184126YS3 Muni 205091001 LC-2013 A Capitalized Interest 912828WK2 US Gov 205091001 LC-2013 A Capitalized Interest 912828VG2 US Gov The Procter & Gamble Company International Business Machines Corporation U.S. Bank Money Market Account Fund Hamilton, County of Dallas, City of New York, City of Clayton County Water Authority Treasury, United States Department of Treasury, United States Department of 08/15/2016 07/22/2016 06/30/2014 12/01/2015 07/10/2013 07/10/2013 07/18/2013 1,240,000.00 465,000.00 0.00 2,080,000.00 02/15/2017 07/10/2013 2,135,000.00 10/01/2017 07/12/2013 1,170,000.00 05/01/2017 07/11/2013 770,000.00 1,256,033.20 477,936.30 175,273.73 2,080,000.00 2,135,000.00 1,238,222.70 755,939.80 01/31/2016 04/28/2014 11,500,000.00 11,496,312.05 06/15/2016 07/05/2013 5,000,000.00 4,973,632.81 1,260,336.00 477,192.30 175,273.73 2,089,984.00 2,193,007.95 1,239,849.00 777,399.70 11,499,770.00 5,006,250.00 9,234.78 3,332.64 0.00 9,984.00 1.450 1.950 0.000 0.803 0.671 0.667 0.000 0.463 58,007.95 1.589 0.545 16,676.47 3.140 1.261 17,999.45 1.300 0.956 3,096.05 0.070 0.072 23,868.15 0.500 0.436 AA AA NA AA AA AA AA AAA AAA 205091001 LC-2013 A Capitalized Interest 912828SY7 US Gov Treasury, United States Department of 05/31/2017 07/05/2013 3,900,000.00 3,828,550.78 3,874,104.00 27,846.30 0.625 0.856 AAA 205091001 LC-2013 A Capitalized Interest 912828UA6 US Gov 205091001 LC-2013 A Capitalized Interest 912828RU6 US Gov Treasury, United States Department of Treasury, United States Department of 11/30/2017 07/05/2013 1,750,000.00 1,700,507.81 11/30/2016 07/05/2013 6,900,000.00 6,893,800.78 1,723,207.50 6,942,573.00 83,298,024.71 11,893.19 0.625 1.082 AAA 46,992.93 0.875 0.617 AAA 241 Page 9 of 21 ATTACHMENT 4 ``` Ri•renide Counly Iromporlolion Commission STAMP Portfolio Transaction Report by Account Quarter ended June 30, 2014 Source Account Account identifier Description Beginning Base Market Value Base Purchases Base Sales Base Maturities and Redemptions Base Paydowns Net Total Realized Gain/(Loss) Base Amortization/A ccretion Base Change In Net Unrealized Gain/(Loss) Ending Base Market Value Ending Accrued Income Balance 347621 LC -Sr Lien Reserve Fund-1 61747C715 MORGAN STANLEY LIQ PRE 1,850.11 719,173.70 (657,234.23) - - - - - 63,789.58 - 347621 LC -Sr Lien Reserve Fund-1 3137EACA5 FREDDIE MAC 872,600.00 - - - - - (3,160.30) 9,768.30 879,208.00 7,833.33 347621 LC -Sr Lien Reserve Fund-1 38376LE39 GNR 2011-104 BN 43,254.12 - - - (13,368.07) (105.33) (78.60) (317.06) 29,385.06 96.27 347621 LC -Sr Lien Reserve Fund-1 31395EZP5 FHR 2835 MD 197,472.51 - - - (14,626.84) (767.23) (428.80) 99.51 181,749.15 642.48 347621 LC -Sr Lien Reserve Fund-1 912828 WK2 US TREASURY FRN 149,916.00 - - - - - 8.33 72.67 149,997.00 19.00 347621 LC -Sr Lien Reserve Fund-1 912828KQ2 US TREASURY N/B 533,320.00 - - - - - (1,640.90) 4,530.90 536,210.00 1,995.58 347621 LC -Sr Lien Reserve Fund-1 31398VWC6 FHR 3653 AT 212,263.49 - - - (52,630.15) (685.06) (784.19) 225.36 158,389.44 915.48 347621 LC -Sr Lien Reserve Fund-1 3128MMAK9 FG G18009 264,138.53 - - - (19,053.45) (1,112.99) (566.93) 765.02 244,170.19 958.10 347621 LC -Sr Lien Reserve Fund-1 31417YKF3 FN MA0293 233,148.74 - - - (10,060.38) (564.06) (118.51) 3,599.21 226,005.00 777.66 347621 LC -Sr Lien Reserve Fund-1 31294KZL2 FG E01647 84,135.40 - - - (8,200.20) (668.68) (329.18) 865.71 75,803.05 237.84 347621 LC -Sr Lien Reserve Fund-1 38377RVK8 GNR 2010-166 GP 161,234.37 - - - (7,956.13) (175.54) (67.98) 412.47 153,447.18 371.39 347621 LC -Sr Lien Reserve Fund-1 3136AEYG6 FNA 2013-M9 ASQ2 170,066.81 - - - - - (84.57) 2,033.11 172,015.35 258.51 347621 LC -Sr Lien Reserve Fund-1 3137ASNH3 FILMS K019 Al 446,400.78 - - - (10,039.98) 204.33 317.03 5,852.67 442,734.82 541.89 347621 LC -Sr Lien Reserve Fund-1 31395K5G4 FHR 2898 PE 29,540.48 - - - (12,388.84) (79.55) (73.40) (4.51) 16,994.19 70.55 347621 LC -Sr Lien Reserve Fund-1 31416YXJ2 FN AB3380 85,591.07 - - - (3,191.10) (145.07) (100.57) 1,000.07 83,154.40 228.57 347621 LC -Sr Lien Reserve Fund-1 3136A7MJ8 FNA 2012-M8 ASQ2 174,570.38 - - - - - 137.41 1,372.32 176,080.10 221.73 347621 LC -Sr Lien Reserve Fund-1 3137EADB2 FREDDIE MAC 538,719.50 - - - - - 551.68 9,645.32 548,916.50 6,095.83 347621 LC -Sr Lien Reserve Fund-1 31398AXJ6 FANNIE MAE 150,441.00 - - (150,000.00) - 0.00 (438.63) (2.38) - - 347621 LC -Sr Lien Reserve Fund-1 912828VB3 US TREASURY NB 3,242,421.00 - - - - - 5,615.82 67,121.18 3,315,158.00 7,822.69 347621 LC -Sr Lien Reserve Fund-1 3137AUPE3 FHMS K021 A2 223,558.56 - - - - - 359.66 7,757.95 231,676.16 469.22 347621 LC -Sr Lien Reserve Fund-1 38377DPX8 GNR 2010-101 NC 86,559.26 - - - (9,714.43) (425.01) (326.00) 504.76 76,598.58 156.46 347621 LC -Sr Lien Reserve Fund-1 31418AFW3 FN MA1080 346,973.52 - - - (17,689.31) (535.98) (307.59) 2,367.15 330,807.79 790.76 347621 LC -Sr Lien Reserve Fund-1 38377UN20 GNR 2011-62 PA 407,915.10 - - - (32,042.60) (524.03) (305.21) 696.87 375,740.12 913.97 347621 LC -Sr Lien Reserve Fund-1 38377UN20 GNR 2011-62 PA - 77,634.19 - - - - (24.68) (2,461.49) 75,148.02 182.79 347621 LC -Sr Lien Reserve Fund-1 3135GOKB8 FANNIE MAE 175,187.25 - - (175,000.00) - (0.00) (132.05) (55.19) - - 347621 LC -Sr Lien Reserve Fund-1 3137B6ZL8 FHMS K714 AI 60,065.80 - - - (1,315.56) (24.87) (63.69) 461.59 59,123.26 99.95 347621 LC -Sr Lien Reserve Fund-1 3137AEV77 FILMS K703 A2 260,176.56 - - - - - (391.14) 1,793.47 261,578.90 564.54 347621 LC -Sr Lien Reserve Fund-1 3136A4M48 FNA 2012-M3 1A1 433,893.07 - - - (9,784.42) (22.47) (53.46) 3,774.22 427,806.95 737.91 347621 LC -Sr Lien Reserve Fund-1 313921J83 FNR 2003-17 HC 59,516.10 - - - (6,621.97) (306.36) (138.85) (92.41) 52,356.52 206.65 347621 LC -Sr Lien Reserve Fund-1 3137A7JU5 FHMS K701 A2 348,283.00 - - - - - (1,558.65) 3,919.45 350,643.80 1,051.38 347621 LC -Sr Lien Reserve Fund-1 31404WTT3 FN 780962 159,202.76 - - - (15,106.75) (1,626.42) (812.96) 1,874.18 143,530.81 506.78 347621 LC -Sr Lien Reserve Fund-1 912833KR0 STRIPS 357,401.40 - - - - - 1,328.26 2,612.34 361,342.00 - 347621 LC -Sr Lien Reserve Fund-1 31397QUQ9 FNR 2011-6 BA 207,942.43 - - - (17,702.71) (1,021.52) (668.85) 1,348.24 189,897.60 421.61 347621 LC -Sr Lien Reserve Fund-1 38377JZ89 GNR 2010-117 GK 242,589.89 - - - (12,203.94) (359.34) (106.57) 7,161.03 237,081.08 656.82 347621 LC -Sr Lien Reserve Fund-1 3138EJ6V5 FN AL2683 189,749.93 - - - (8,240.37) (494.62) (205.08) 2,226.48 183,036.34 569.47 347621 LC -Sr Lien Reserve Fund-1 3137AQT24 FHMS K708 A2 170,851.87 - - - - - (66.25) 1,818.61 172,604.23 301.75 347621 LC -Sr Lien Reserve Fund-1 38378TAF7 GNR 2013-71 GA 284,883.17 - - - (4,857.29) 0.34 (8.95) 2,039.28 282,056.54 583.88 347621 LC -Sr Lien Reserve Fund-1 3136GIQA0 FANNIE MAE - 200,376.00 - - - - (258.26) 22.26 200,140.00 883.33 347621 LC -Sr Lien Reserve Fund-1 912828VK3 US TREASURY NB 3,483,595.50 - - - - - 800.16 23,549.34 3,507,945.00 130.77 347621 LC -Sr Lien Reserve Fund-1 31385XBG1 FN 555439 45,154.83 - - - (4,939.33) (278.36) (176.17) 106.25 39,867.22 189.83 347621 LC -Sr Lien Reserve Fund-1 3137B03 W2 FILMS K502 A2 45,223.56 - - - - - (0.49) 157.09 45,380.16 53.48 347621 LC -Sr Lien Reserve Fund-1 3137A7E22 FHR 3804 DA 396,758.04 - - - (25,241.74) (766.12) (425.03) 643.07 370,968.22 1,042.72 347621 LC -Sr Lien Reserve Fund-1 3135GOJA2 FANNIE MAE 125,626.25 - - - - - (69.20) 72.95 125,630.00 250.00 347621 LC -Sr Lien Reserve Fund-1 3135GOJA2 FANNIE MAE 452,254.50 - - - - - 65.70 (52.20) 452,268.00 900.00 347621 LC -Sr Lien Reserve Fund-1 912828TJ9 US TREASURY NB 534,660.30 - - - - - 983.51 10,246.82 545,890.63 3,510.36 347621 LC -Sr Lien Reserve Fund-1 313381H24 FEDERAL HOME LOAN BAN] 530,461.10 - - - - - (71.60) (7.90) 530,381.60 607.29 347621 LC -Sr Lien Reserve Fund-1 313381H24 FEDERAL HOME LOAN BAN] 250,217.50 - - - - - (42.33) 4.83 250,180.00 286.46 347621 LC -Sr Lien Reserve Fund-1 3136A72D3 FNA 2012-M9 A2 378,361.81 - - - - - 492.84 12,530.71 391,385.36 816.99 347621 LC -Sr Lien Reserve Fund-1 38378CRT6 GNR 2012-13 EG - 144,668.40 - - (1,787.16) 62.04 (26.94) 1,374.46 144,290.79 246.72 347621 LC -Sr Lien Reserve Fund-1 31394DVM9 FNR 2005-43 PB - 276,525.79 - - - - 337.18 (471.54) 276,391.43 1,089.70 Subtotal - 347621 LC -Sr Lien Reserve Fund-1 17,848,147.33 1,418,378.08 (657,234.23) (325,000.00) (318,762.72) (10,421.91) (3,115.00) 192,962.54 18,144,954.10 47,308.51 347623 LC -Sr Lien Ob Fund-1 Interest 61747C715 MORGAN STANLEY LIQ PRP 53,593.70 5 122,688.25 (4,963,010.57) - - - - - 213,271.38 - 347623 LC -Sr Lien Ob Fund-1 Interest 2574P1EC2 Dominion Resources, Inc. - 999,927.78 - (1,000,000.00) - - 72.22 - - - 347623 LC -Sr Lien Ob Fund-1 Interest 61746BDG8 MORGAN STANLEY 506,450.00 - - - - - 310.15 339.85 507,100.00 3,062.50 347623 LC -Sr Lien Ob Fund-1 Interest 19648CAC5 CO HSG & PIN-B-TXBL 930,465.00 - - (930,000.00) - - (418.18) (46.82) - - 347623 LC -Sr Lien Ob Fund-1 Interest 78387GAP8 AT&T INC 1,327,235.00 - - - - - (14,164.62) (1,747.38) 1,311,323.00 19,521.67 347623 LC -Sr Lien Ob Fund-1 Interest 02580ECC5 AMERICAN EXPRESS BK FSI 287,092.50 - - - - - (2,189.55) 797.05 285,700.00 4,500.00 347623 LC -Sr Lien Ob Fund-1 Interest 27743KF96 Eastman Chemical Company - 999,828.89 - (1,000,000.00) - - 171.11 - - - 347623 LC -Sr Lien Ob Fund-1 Interest 313851LF3 FN 545826 364,059.97 - - - (42,461.50) (2,549.38) (1,499.49) 1,254.50 318,804.10 1,519.79 347623 LC -Sr Lien Ob Fund-1 Interest 03741PEL2 Apache Corporation - 499,978.61 - (500,000.00) - - 21.39 - - - 347623 LC -Sr Lien Ob Fund-1 Interest 2925A3F60 Enbridge Energy Partners, L.P. - 599,900.33 - (600,000.00) - - 99.67 - - - 347623 LC -Sr Lien Ob Fund-1 Interest 48121CYK6 JP MORGAN CHASE BANK N 341,736.00 - - - - - (2,367.12) 1,872.12 341,241.00 4,500.00 347623 LC -Sr Lien Ob Fund-1 Interest 01854WEK6 AllianceBemstein L.P. - 749,992.50 - (750,000.00) - - 7.50 - - - 347623 LC -Sr Lien Ob Fund-1 Interest 00279VCA1 ABBEY NATL TREASURY SE 1,020,430.00 - - - - - (6,561.23) (1,588.77) 1,012,280.00 5,489.58 347623 LC -Sr Lien Ob Fund-1 Interest 74977RBQ6 RABOBANK NEDERLAND 456,983.80 - - (455,000.00) - (0.00) (2,142.33) 158.53 - - 347623 LC -Sr Lien Ob Fund-1 Interest 263534BX6 E.I. DUPONT DE NEMOURS 987,933.50 - - - - - (9,465.44) (6.06) 978,462.00 13,286.81 347623 LC -Sr Lien Ob Fund-1 Interest 3137ASNH3 FHMS K019 Al 446,400.78 - - - (10,039.98) 239.61 373.70 5,760.72 442,734.82 541.89 347623 LC -Sr Lien Ob Fund-1 Interest 47787BAC9 JDOT 2012-A A3 505,754.00 - - - (154,020.09) (79.59) (53.87) (126.72) 351,473.73 117.01 347623 LC -Sr Lien Ob Fund-1 Interest 37790BG70 Glencore Funding LLC - 699,846.00 - - - - 115.50 (22.40) 699,939.10 - 347623 LC -Sr Lien Ob Fund-1 Interest 2574P1G30 Dominion Resources, Inc. - 999,835.00 - - - - 152.78 (47.78) 999,940.00 - 347623 LC -Sr Lien Ob Fund-1 Interest 3137ANLP8 FHMS K501 A2 944,282.01 - - - - - (801.17) 2,049.23 945,530.07 1,282.63 242 Page 10 of 21 ``` R i•renide County homporlorion Commission STAMP Portfolio Transaction Report by Account Quarter ended June 30, 2014 Source Account 347623 Account LC -Sr Lien Ob Fund-1 Interest Identifier 13638XD80 Description Canadian Natural Resources Lim Beginning Base Market Value 874,929.13 Base Purchases - Base Sales - Base Maturities and Redemptions (875,000.00) Base Paydowns - Net Total Realized Gain/(Loss) Base Amortization/A ccretion 45.94 Base Change In Net Unrealized Gain/(Loss) 24.94 Ending Base Market Value - Ending Accrued Income Balance - - 347623 LC -Sr Lien Ob Fund-1 Interest 05635NF48 Bacardi Corporation - 999,883.33 - (1,000,000.00) - - 116.67 - - - 347623 LC -Sr Lien Ob Fund-1 Interest 27743K1178 Eastman Chemical Company - 1,199,532.00 - - - - 135.00 (37.80) 1,199,629.20 - 347623 LC -Sr Lien Ob Fund-1 Interest 3136A4M89 FNA 2012-M3 2A1 205,877.83 - - - (4,423.73) (23.29) (63.84) 1,807.56 203,174.53 322.58 347623 LC -Sr Lien Ob Fund-1 Interest 3136A8G38 FNA 2012-M13 ASQ2 899,374.26 - - - (17,499.86) 219.94 642.19 5,446.41 888,182.94 917.01 347623 LC -Sr Lien Ob Fund-1 Interest 57163UFG6 Marriott International, Inc. - 999,795.56 - (1,000,000.00) - - 204.44 - - - 347623 LC -Sr Lien Ob Fund-1 Interest 2574P1FC1 Dominion Resources, Inc. - 999,822.78 - (1,000,000.00) - - 177.22 - - - 347623 LC -Sr Lien Ob Fund-1 Interest 233851AT1 DAIMLER FINANCE NA LLC 502,805.00 - - - - - 200.18 1,354.82 504,360.00 2,951.39 347623 LC -Sr Lien Ob Fund-1 Interest 94980VAF5 WELLS FARGO BANK NA 995,230.00 - - - - - 1,041.00 1,409.00 997,680.00 556.28 347623 LC -Sr Lien Ob Fund-1 Interest 48121CJM9 JP MORGAN CHASE BANK N 497,440.00 - - - - - 618.51 156.49 498,215.00 139.95 347623 LC -Sr Lien Ob Fund-1 Interest 407288YD5 HAMILTON SWR-B-REF 632,545.20 - - - - - - 270.90 632,816.10 421.58 347623 LC -Sr Lien Ob Fund-1 Interest 60920WGM6 Mondelez International, Inc. - 699,755.00 - - - - 128.33 (9.33) 699,874.00 - 347623 LC -Sr Lien Ob Fund-1 Interest 38143USC6 GOLDMAN SACHS GROUP II 628,368.00 - - - - - (2,702.63) (297.37) 625,368.00 8,700.00 347623 LC -Sr Lien Ob Fund-1 Interest 57163UEF9 Marriott International, Inc. - 874,793.16 - (875,000.00) - - 206.84 - - - 347623 LC -Sr Lien Ob Fund-1 Interest 235219JS2 DALLAS-B-REF-TXBL 658,573.50 - - - - - - 1,878.50 660,452.00 3,901.88 347623 LC -Sr Lien Ob Fund-1 Interest 44890NHM5 Hyundai Capital America - 999,458.33 - - - - 187.50 (97.83) 999,548.00 - 347623 LC -Sr Lien Ob Fund-1 Interest 912828VG2 US TREASURY NB 2,198,625.00 - (2,200,515.63) - - 8,947.20 302.20 (7,358.77) - - 347623 LC -Sr Lien Ob Fund-1 Interest 37790BEE7 Glencore Funding LLC - 549,839.58 - (550,000.00) - - 160.42 - - - 347623 LC -Sr Lien Ob Fund-1 Interest 172967FD8 CITIGROUP INC 641,095.82 - - - - - (4,791.99) 119.45 636,423.28 3,402.58 347623 LC -Sr Lien Ob Fund-1 Interest 912828RX0 US TREASURY N/B 952,226.80 - - - - - 361.59 2,380.11 954,968.50 22.59 347623 LC -Sr Lien Ob Fund-1 Interest 912828SY7 US TREASURY NB 2,965,314.00 - (2,975,800.78) - - 18,974.42 1,642.39 (10,130.03) - - 347623 LC -Sr Lien Ob Fund-1 Interest 887311G94 Time Warner Cable Inc. - 474,901.04 - - - - 72.57 (21.11) 474,952.50 - 347623 LC -Sr Lien Ob Fund-1 Interest 59217GAC3 MET LIFE GLOB FUNDING I 760,024.40 - - - - - (2,921.84) 960.84 758,063.40 4,727.78 347623 LC -Sr Lien Ob Fund-1 Interest 928670A17 VOLKSWAGEN INTL FIN NV 606,816.00 - - - - - (1,051.22) 19.22 605,784.00 2,681.25 347623 LC -Sr Lien Ob Fund-1 Interest 89233P6J0 TOYOTA MOTOR CREDIT CC 804,568.00 - - - - - (290.91) 442.91 804,720.00 3,188.89 347623 LC -Sr Lien Ob Fund-1 Interest 1248C3EF7 CBS Corporation - 999,902.22 - (1,000,000.00) - - 97.78 - - - 347623 LC -Sr Lien Ob Fund-1 Interest 38144LAB6 GOLDMAN SACHS GROUP II 342,591.00 - - - - - (1,277.96) 224.96 341,538.00 6,250.00 347623 LC -Sr Lien Ob Fund-1 Interest 767201AM8 RIO TINTO FIN USA LTD 619,434.00 - - - - - (1,503.23) 1,389.23 619,320.00 1,708.33 347623 LC -Sr Lien Ob Fund-1 Interest 36962G3H5 GENERAL ELEC CAP CORP 340,383.00 - - - - - (2,316.00) 1,542.30 339,609.30 4,968.75 347623 LC -Sr Lien Ob Fund-1 Interest 31393V2T7 FHR 2627 GY 396,215.16 - - - (39,734.33) (1,992.71) (941.46) (10.80) 353,535.86 1,262.04 347623 LC -Sr Lien Ob Fund-1 Interest 31393EXC8 FNR 2003-88 TH 74,233.66 - - - (6,528.63) (328.96) (188.99) 20.25 67,207.32 239.61 347623 LC -Sr Lien Ob Fund-1 Interest 69349LAL2 PNC BANK NA 500,225.00 - - - - - 73.30 (98.30) 500,200.00 478.28 347623 LC -Sr Lien Ob Fund-1 Interest 78355BDV 1 Ryder System, Inc. 199,957.80 - - (200,000.00) - - 31.11 11.09 - - 347623 LC -Sr Lien Ob Fund-1 Interest 36162WAC1 GEET 2013-1 A3 925,530.95 - - - - - 390.65 752.65 926,674.25 124.10 347623 LC -Sr Lien Ob Fund-1 Interest 912828UA6 US TREASURY NB 1,417,708.50 - (197,312.50) - - 1,848.14 2,171.87 6,443.99 1,230,860.00 661.71 347623 LC -Sr Lien Ob Fund-1 Interest 05565QCC0 BP CAPITAL MARKETS PLC 298,809.00 - - - - - 437.55 1,175.25 300,421.80 630.21 347623 LC -Sr Lien Ob Fund-1 Interest 65339NEE0 NextEra Energy Capital Holding: - 999,908.33 - (1,000,000.00) - - 91.67 - - - 347623 LC -Sr Lien Ob Fund-1 Interest 21685WCG0 RABOBANK NEDERLAND 545,070.85 - - (545,000.00) - 0.00 (86.53) 15.68 - - 347623 LC -Sr Lien Ob Fund-1 Interest 17181BEG1 Cigna Corporation - 993,887.35 - (994,000.00) - - 112.65 - - - 347623 LC -Sr Lien Ob Fund-1 Interest 31402RBG3 FN 735439 165,784.01 - - - (18,772.23) (1,192.38) (573.28) (1,117.20) 144,128.92 683.85 347623 LC -Sr Lien Ob Fund-1 Interest 31402RBG3 FN 735439 12,901.48 - - - (1,460.87) (84.54) (40.68) (99.13) 11,216.26 53.22 Subtotal - 347623 LC -Sr Lien Ob Fund-1 Interest 28,835,073.59 21,463,476.04 (10,336,639.48) (14,274,000.00) (294,941.22) 23,978.46 (47,439.96) 17,214.92 25,386,722.36 102,815.72 347625 LC -Project Fund-2 Senior Lien 61747C715 MORGAN STANLEY LIQ PRP 466,928.41 19,412,280.55 (19,772,293.65) - - - - - 106,915.31 - 347625 LC -Project Fund-2 Senior Lien 36162DAC3 GEEST 2011-2A A3 556,082.95 - - - (327,161.67) (436.03) 48.38 227,941.40 86.64 347625 LC -Project Fund-2 Senior Lien 50104MF22 The Kroger Co. - 1,499,816.67 - (1,500,000.00) - ___(p2.23) - 183.33 - - - 347625 LC -Project Fund-2 Senior Lien 69430ME77 Pacific Gas and Electric Compan. - 1,299,958.83 - (1,300,000.00) - - 41.17 - - - 347625 LC -Project Fund-2 Senior Lien 1248C3FC3 CBS Corporation - 1,499,720.00 - (1,500,000.00) - - 280.00 - - - 347625 LC -Project Fund-2 Senior Lien 1248C3DN1 CBS Corporation - 1,499,816.67 - (1,500,000.00) - - 183.33 - - - 347625 LC -Project Fund-2 Senior Lien 44890NF21 Hyundai Capital America - 1,999,700.00 - (2,000,000.00) - - 300.00 - - - 347625 LC -Project Fund-2 Senior Lien 01854WDW1 AllianceBemstein L.P. - 1,499,967.50 - (1,500,000.00) - - 32.50 - - - 347625 LC -Project Fund-2 Senior Lien 66439UEN1 Northeast Utilities - 649,969.13 - (650,000.00) - - 30.87 - - - 347625 LC -Project Fund-2 Senior Lien 88355MEM5 Thermo Fisher Scientific Inc. - 999,862.78 - (1,000,000.00) - - 137.22 - - - 347625 LC -Project Fund-2 Senior Lien 2925A3EN4 Enbridge Energy Partners, L.P. - 999,848.33 - (1,000,000.00) - - 151.67 - - - 347625 LC -Project Fund-2 Senior Lien 91842MED0 VW Credit, Inc. - 1 999,930.00 - (2,000,000.00) - - 70.00 - - - 347625 LC -Project Fund-2 Senior Lien 19122XF21 Coca-Cola Refreshments USA, h - 1,499,866.67 - (1,500,000.00) - - 133.33 - - - 347625 LC -Project Fund-2 Senior Lien 65339NEF7 NextEra Energy Capital Holding; - 1,999,895.00 - (2,000,000.00) - - 105.00 - - - 347625 LC -Project Fund-2 Senior Lien 19122XE63 Coca-Cola Refreshments USA, h - 1,499,933.34 - (1,500,000.00) - - 66.66 - - - 347625 LC -Project Fund-2 Senior Lien 1248C3D27 CBS Corporation 999,955.00 - - (1,000,000.00) - - 6.11 38.89 - - 347625 LC -Project Fund-2 Senior Lien 2925A3DR6 Enbridge Energy Partners, L.P. 1,499,722.50 - - (1,500,000.00) - - 310.00 (32.50) - - 347625 LC -Project Fund-2 Senior Lien 66439UED3 Northeast Utilities - 1,099,959.37 - (1,100,000.00) - - 40.63 - - - 347625 LC -Project Fund-2 Senior Lien 46625HIIN3 JPMORGAN CHASE & CO 1,510,470.00 - - (1,500,000.00) - - (10,876.90) 406.90 - - 347625 LC -Project Fund-2 Senior Lien 19122XDU1 Coca-Cola Refreshments USA, h - 1,499,941.67 - (1,500,000.00) - - 58.33 - - - 347625 LC -Project Fund-2 Senior Lien 78355BG14 Ryder System, Inc. - 1,599,751.10 - - - - 248.90 (75.20) 1,599,924.80 - 347625 LC -Project Fund-2 Senior Lien 69430MGP5 Pacific Gas and Electric Compan. - 1,499,110.01 - - - - 669.99 (69.50) 1,499,710.50 - 347625 LC -Project Fund-2 Senior Lien 47787RAB6 JDOT 2012-B A2 6,127.40 - - - (6,127.32) (0.00) (0.36) 0.28 - - 347625 LC -Project Fund-2 Senior Lien 66439UE76 Northeast Utilities - 1,399,955.66 - (1,400,000.00) - - 44.34 - - - 347625 LC -Project Fund-2 Senior Lien 209111EW9 CONS EDISON CO OF NY 1,500,000.00 - - (1,500,000.00) - - - - - - 347625 LC -Project Fund-2 Senior Lien 92867KAC8 VWALT 2012-A A3 435,837.72 - - - (159,156.85) (292.80) (275.48) 14.24 276,126.84 73.33 347625 LC -Project Fund-2 Senior Lien 6362P3HN7 National Grid USA Service Corry - 1,699,233.11 - - - - 79.33 (99.54) 1 699,212.90 - 347625 LC -Project Fund-2 Senior Lien 693476BK8 PNC FUNDING CORP 1,003,550.00 - - (1,000,000.00) - (0.00) (3,637.24) 87.24 - - 347625 LC -Project Fund-2 Senior Lien 96332VF37 Whirlpool Corporation - 1,499,615.00 - (1,500,000.00) - - 385.00 - - - 243 Page 11 of 21 ``` R i•renide County homporlorion Commission STAMP Portfolio Transaction Report by Account Quarter ended June 30, 2014 Source Account 347625 Account LC -Project Fund-2 Senior Lien Identifier 2925A3F60 Description Enbridge Energy Partners, L.P. Beginning Base Market Value - Base Purchases Base Sales Base Maturities and Redemptions Base Paydowns Net Total Realized Gain/(Loss) Base Amortization/A ccretion 83.05 Base Change In Net Unrealized Gain/(Loss) - Ending Base Market Value - Ending Accrued Income Balance - 499,916.95 - (500,000.00) - - 347625 LC -Project Fund-2 Senior Lien 2925A3F60 Enbridge Energy Partners, L.P. - 399,933.56 - (400,000.00) - - 66.44 - - - 347625 LC -Project Fund-2 Senior Lien 89236QAC5 TAOT 2011-B A3 410,580.30 - - - (224,093.93) (175.52) (127.23) 15.99 186,199.61 56.25 347625 LC -Project Fund-2 Senior Lien 25471KG89 Discovery Communications, LLC - 1,499,870.00 - - - - 60.00 (69.50) 1,499,860.50 - 347625 LC -Project Fund-2 Senior Lien 05333UED8 AutoZone, Inc. - 999,908.33 - (1,000,000.00) - - 91.67 - - - 347625 LC -Project Fund-2 Senior Lien 25153KDB0 Deutsche Bank Financial LLC - 599,989.50 - (600,000.00) - - 10.50 - - - 347625 LC -Project Fund-2 Senior Lien 3135GOYS6 FANNIE MAE 700,238.00 - - (700,000.00) - (0.00) (246.40) 8.40 - - 347625 LC -Project Fund-2 Senior Lien 78573FEW5 SABMiller Holdings Inc. - 1,299,877.23 - (1,300,000.00) - - 122.77 - - - 347625 LC -Project Fund-2 Senior Lien 90655KGE8 Union Electric Company - 1,699,692.98 - - - - 153.51 (72.59) 1,699,773.90 - 347625 LC -Project Fund-2 Senior Lien 05333UDM9 AutoZone, Inc. 1,499,778.00 - - (1,500,000.00) - - 183.32 38.68 - - 347625 LC -Project Fund-2 Senior Lien 05634CGG5 Bacardi U.S.A., Inc. - 799,892.66 - - - - 30.67 (40.93) 799,882.40 - 347625 LC -Project Fund-2 Senior Lien 03741PF31 Apache Corporation - 1,399,965.78 - (1,400,000.00) - - 34.22 - - - 347625 LC -Project Fund-2 Senior Lien 05333UF54 AutoZone, Inc. - 1,499,808.33 - (1,500,000.00) - - 191.67 - - - 347625 LC -Project Fund-2 Senior Lien 03741PDR0 Apache Corporation - 1,499,963.34 - (1,500,000.00) - - 36.66 - - - 347625 LC -Project Fund-2 Senior Lien 78355BD33 Ryder System, Inc. 1,499,923.50 - - (1,500,000.00) - - 17.50 59.00 - - 347625 LC -Project Fund-2 Senior Lien 2925A3GH5 Enbridge Energy Partners, L.P. - 1,699,706.75 - - - - 89.25 (56.10) 1,699,739.90 - 347625 LC -Project Fund-2 Senior Lien 44890NE55 Hyundai Capital America 1,999,480.00 - - (2,000,000.00) - - 396.66 123.34 - - 347625 LC -Project Fund-2 Senior Lien 63946EGB4 Comcast Corporation - 1,499,760.42 - - - - 143.75 (73.67) 1,499,830.50 - 347625 LC -Project Fund-2 Senior Lien 844730AG6 SOUTHTRUST CORP 650,098.72 - - (643,000.00) - 0.00 (7,186.54) 87.82 - - 347625 LC -Project Fund-2 Senior Lien 3130A0S92 FEDERAL HOME LOAN BAN] 1,991,700.00 - - (2,000,000.00) - (0.00) (1,672.22) 9,972.22 - - 347625 LC -Project Fund-2 Senior Lien 2574P1G97 Dominion Resources, Inc. - 1,449,740.61 - - - - 185.28 (70.89) 1,449,855.00 - 347625 LC -Project Fund-2 Senior Lien 07787QFH4 Bell Canada - 1,499,710.01 - (1,500,000.00) - - 289.99 - - - 347625 LC -Project Fund-2 Senior Lim 13638XD80 Canadian Natural Resources Lim 1,499,878.50 - - (1,500,000.00) - - 78.75 42.75 - - 347625 LC -Project Fund-2 Senior Lien 05635NF48 Bacardi Corporation - 1,499,825.00 - (1,500,000.00) - - 175.00 - - - 347625 LC -Project Fund-2 Senior Lim 20279WG21 Commonwealth Edison Compan} - 1,499,820.00 - - - - 168.75 (68.25) 1,499,920.50 - 347625 LC -Project Fund-2 Senior Lien 60920WE22 Mondelez International, Inc. 1,499,647.50 - - (1,500,000.00) - - 348.75 3.75 - - 347625 LC -Project Fund-2 Senior Lim 89231NAC7 TAOT 2012-B A3 1,000,501.00 - - - (185,169.39) (97.57) (82.53) 74.31 815,225.82 166.59 347625 LC -Project Fund-2 Senior Lien 89231NAC7 TAOT 2012-B A3 220,110.22 - - - (40,737.26) (6.76) (5.71) (10.81) 179,349.68 36.65 347625 LC -Project Fund-2 Senior Lim 65475MFGO Nissan Motor Acceptance Corpot - 1,799,229.49 - (1,800,000.00) - - 770.51 - - - 347625 LC -Project Fund-2 Senior Lien 36962G5E0 GENERAL ELEC CAP CORP 1,206,506.25 - - (1,205,000.00) - 0.00 (1,362.54) (143.71) - - 347625 LC -Project Fund-2 Senior Lim 88731JD71 Time Warner Cable Inc. 1,499,887.50 - - (1,500,000.00) - - 62.50 50.00 - - 347625 LC -Project Fund-2 Senior Lien 27743KGA2 Eastman Chemical Company - 1,499,523.33 - - - - 379.17 (63.00) 1,499,839.50 - 347625 LC -Project Fund-2 Senior Lim 57163UEM4 Marriott International, Inc. - 1,999,629.44 - (2,000,000.00) - - 370.56 - - - 347625 LC -Project Fund-2 Senior Lien 92867KAD6 VWALT 2012-A A4 1,305,610.80 - - - - - (1,635.47) (1,392.23) 1,302,583.10 421.06 347625 LC -Project Fund-2 Senior Lim 05634CDG8 Bacardi U.S.A., Inc. 1,499,823.00 - - (1,500,000.00) - - 137.50 39.50 - - 347625 LC -Project Fund-2 Senior Lien 65475MGR5 Nissan Motor Acceptance Corpot - 1,599,594.67 - - - - 149.33 (75.20) 1,599,668.80 - 347625 LC -Project Fund-2 Senior Lim 27886ME66 Ecolab Inc. 1,499,596.50 - - (1,500,000.00) - - 364.58 38.92 - - 347625 LC -Project Fund-2 Senior Lien 6821A3FQ3 Omnicom Capital Inc. - 1,499,451.66 - (1,500,000.00) - - 548.34 - - - 347625 LC -Project Fund-2 Senior Lim 20279WF55 Commonwealth Edison Compan} - 1,499,913.75 - (1,500,000.00) - - 86.25 - - - 347625 LC -Project Fund-2 Senior Lien 78573FE13 SABMiller Holdings Inc. - 1,499,722.08 - (1,500,000.00) - - 277.92 - - - 347625 LC -Project Fund-2 Senior Lim 55314QAC1 MvIAF 2012-AA A3 750,948.00 - - - (134,334.32) (214.34) (276.80) 851.43 616,973.98 337.59 347625 LC -Project Fund-2 Senior Lien 43357MFG0 Hitachi Capital America Corp. - 1,099,743.34 - (1,100,000.00) - - 256.66 - - - 347625 LC -Project Fund-2 Senior Lim 42823KG22 Hewlett-Packard Company - 1,499,685.84 - - - - 303.33 (68.67) 1,499,920.50 - 347625 LC -Project Fund-2 Senior Lien 26244JD71 Duke Energy Corporation 749,943.75 - - (750,000.00) - - 26.25 30.00 - - 347625 LC -Project Fund-2 Senior Lim 05333UDQ0 AutoZone, Inc. - 1,499,975.00 - (1,500,000.00) - - 25.00 - - - 347625 LC -Project Fund-2 Senior Lien 65339NE67 NextEra Energy Capital Holdings - 1,499,808.33 - (1,500,000.00) - - 191.67 - - - 347625 LC -Project Fund-2 Senior Lim 91842MDR0 VW Credit, Inc. - 1,499,970.00 - (1,500,000.00) - - 30.00 - - - 347625 LC -Project Fund-2 Senior Lien 0220XIE19 Altria Group, Inc. - 749,920.00 - (750,000.00) - 80.00 - - - 347625 347625 LC -Project Fund-2 Senior Lim LC -Project Fund-2 Senior Lien 17308BAN8 17181BG79 COMNI 2009-A17 A17 Cigna Corporation 1,387,170.90 - - - 1,499,262.92 - - - - (14,973.69) 315.39 1,372,512.60 8,452.50 - 664.58 (16.00) 1,499,911.50 - 347625 347625 LC -Project Fund-2 Senior Lim LC -Project Fund-2 Senior Lien 02582JFV7 03741PFCI AMXCA 2009-2A Apache Corporation 1,004,526.00 - - - 1,374,941.18 - - (1,375,000.00) - - (2,932.21) (73.79) 1,001,520.00 584.06 - 58.82 - - - 347625 LC -Project Fund-2 Senior Lim 26244JGE3 Duke Energy Corporation - 1,499,733.33 - - - - 158.34 (91.17) 1,499,800.50 - 347625 LC -Project Fund-2 Senior Lien 62956UG92 Nabors Industries, Inc. - 1,499,800.01 - - - - 100.00 (50.01) 1,499,850.00 - 347625 LC -Project Fund-2 Senior Lim 03741PDE9 Apache Corporation - 1,999,914.44 - (2,000,000.00) - - 85.56 - - - 347625 LC -Project Fund-2 Senior Lien 78573FGN3 SABMiller Holdings Inc. - 1,699,716.66 - - - - 45.33 (79.89) 1,699,682.10 - 347625 LC -Project Fund-2 Senior Lim 44890NHM5 Hyundai Capital America - 1,499,260.41 - - - - 208.34 (146.75) 1,499,322.00 - 347625 LC -Project Fund-2 Senior Lien 57163UG75 Marriott International, Inc. - 1,499,598.54 - - - - 342.71 (71.75) 1,499,869.50 - 347625 LC -Project Fund-2 Senior Lim 49455BDM1 ICinder Morgan Energy Partners, - 1,499,880.84 - (1,500,000.00) - - 119.16 - - - 347625 LC -Project Fund-2 Senior Lien 37790BEE7 Glencore Funding LLC - 1,799,474.99 - (1,800,000.00) - - 525.01 - - - 347625 LC -Project Fund-2 Senior Lim 27743KDA5 Eastman Chemical Company 1,499,860.50 - - (1,500,000.00) - - 93.75 45.75 - - 347625 LC -Project Fund-2 Senior Lien 2574P1E16 Domiion Resources, Inc. 1,499,659.50 - - (1,500,000.00) - - 300.00 40.50 - - 347625 LC -Project Fund-2 Senior Lim 97689RAH7 WI HSG-VAR-TXB-B-MFH 1,815,000.00 - - (10,000.00) - - - - 1,805,000.00 157.75 347625 LC -Project Fund-2 Senior Lien 3136GOAN1 FANNIE MAE 974,756.25 - - (975,000.00) - (0.00) (341.25) 585.00 - - 347625 LC -Project Fund-2 Senior Lim 50104MG70 The Kroger Co. - 1,499,697.50 - - - - 247.50 (75.50) 1,499,869.50 - 347625 LC -Project Fund-2 Senior Lien 36159LBN5 GEDFT 2011-1 A 2,002,300.00 - - - - - (1,925.46) 63.46 2,000,438.00 460.17 347625 LC -Project Fund-2 Senior Lim 65339ND27 NextEra Energy Capital Holding: 1,099,950.50 - - (1,100,000.00) - - 7.03 42.47 - - 347625 LC -Project Fund-2 Senior Lien 05635NFJ5 Bacardi Corporation - 1,499,886.26 - (1,500,000.00) - - 113.74 - - - 347625 LC -Project Fund-2 Senior Lim 91159HGR5 US BANCORP 1,506,810.00 - - (1,500,000.00) - - (7,270.56) 460.56 - - 347625 LC -Project Fund-2 Senior Lien 36162NAC1 GEET 2012-1 A3 455,083.65 - - - (216,414.35) (369.88) (278.53) 112.94 238,133.82 58.87 347625 LC -Project Fund-2 Senior Lim 41282KEK0 Harley-Davidson Financial Servii 1,499,413.50 - - (1,500,000.00) - - 420.00 166.50 - - 347625 LC -Project Fund-2 Senior Lien 65339NFB5 NextEra Energy Capital Holding: - 1,999,890.00 - (2,000,000.00) - - 110.00 - - - 244 Page 12 of 21 ``` R i•renide County honsporlolion Commission STAMP Portfolio Transaction Report by Account Quarter ended June 30, 2014 Source Account Account 347625 LC -Project Fund-2 Senior Lien Identifier 84757BG73 Description SPECTRA ENERGY PARTNEF Beginning Base Market Value - Base Purchases 1,499,591.67 Base Sales - Base Maturities and Redemptions - Base Paydowns - Net Total Realized Gain/(Loss) Base Amortization/A ccretion 338.33 Base Change In Net Unrealized Gain/(Loss) (60.50) Ending Base Market Value 1,499,869.50 Ending Accrued Income Balance - - 347625 LC -Project Fund-2 Senior Lien 37790BFT3 Glencore Funding LLC - 1,699,586.80 - (1,700,000.00) - - 413.20 - - - 347625 LC -Project Fund-2 Senior Lien 22546QAA5 CREDIT SUISSE NEW YORK 1,506,135.00 - - (1,500,000.00) - - (6,555.41) 420.41 - - 347625 LC -Project Fund-2 Senior Lien 88355MG27 Thermo Fisher Scientific Inc. - 999,783.33 - - - - 209.45 (45.78) 999,947.00 - 347625 LC -Project Fund-2 Senior Lien 57163UDM5 Marriott International, Inc. 1,999,678.00 - - (2,000,000.00) - - 255.56 66.44 - - 347625 LC -Project Fund-2 Senior Lien 1248C3EF7 CBS Corporation - 1,499,862.50 - (1,500,000.00) - - 137.50 - - - 347625 LC -Project Fund-2 Senior Lien 05634CFR2 Bacardi U.S.A., Inc. - 1,499,880.84 - (1,500,000.00) - - 119.16 - - - 347625 LC -Project Fund-2 Senior Lien 05634CEE2 Bacardi U.S.A., Inc. - 1,499,833.76 - (1,500,000.00) - - 166.24 - - - 347625 LC -Project Fund-2 Senior Lien 60920WFR6 Mondelez International, Inc. - 1,999,333.34 - (2,000,000.00) - - 666.66 - - - 347625 LC -Project Fund-2 Senior Lien 6362P3E67 National Grid USA Service Corry - 999,747.22 - (1,000,000.00) - - 252.78 - - - 347625 LC -Project Fund-2 Senior Lien 1510311E77 Celgene Corporation 999,722.00 - - (1,000,000.00) - - 240.00 38.00 - - 347625 LC -Project Fund-2 Senior Lien 98412FFP2 Xerox Corporation - 1,499,781.26 - (1,500,000.00) - - 218.74 - - - 347625 LC -Project Fund-2 Senior Lien 98412FET5 Xerox Corporation - 1,499,885.00 - (1,500,000.00) - - 115.00 - - - 347625 LC -Project Fund-2 Senior Lien 0020A3GE4 AT&T Inc. - 1,599,608.00 - - - - 270.67 (91.47) 1,599,787.20 - 347625 LC -Project Fund-2 Senior Lien 26244JF20 Duke Energy Corporation - 1,499,850.00 - (1,500,000.00) - - 150.00 - - - 347625 LC -Project Fund-2 Senior Lien 88731JGM5 Time Warner Cable Inc. - 1,599,390.22 - - - - 360.89 (39.11) 1,599,712.00 - Subtotal - 347625 LC -Project Fund-2 Senior Lien 48,712,991.33 129,518,870.79 (19,772,293.65) (111,058,000.00) (1,293,195.09) (1,749.11) (44,009.07) 11,065.46 46,073,680.66 10,891.46 347628 LC-PF-2 Sales Tax Revenue Bond 61747C715 MORGAN STANLEY LIQ PRP 156 179.41 87 494 030.00 (87 161 703.65) - - - - - 488 505.76 - 347628 LC-PF-2 Sales Tax Revenue Bond 50104MF22 The Kroger Co. - 7,999,022.24 - (8,000,000.00) - - 977.76 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 69430ME77 Pacific Gas and Electric Compaq - 7,199,771.98 - (7,200,000.00) - - 228.02 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 1248C3FC3 CBS Corporation - 3,999,253.33 - (4,000,000.00) - - 746.67 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 66439UEN1 Northeast Utilities - 7,999,620.00 - (8,000,000.00) - - 380.00 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 2574P1EC2 Dominion Resources, Inc. - 2,707,834.51 - (2,708,000.00) - - 165.49 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 2925A3EN4 Enbridge Energy Partners, L.P. - 3 999,393.32 - (4,000,000.00) - - 606.68 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 91842MED0 VW Credit, Inc. - 7,999,720.00 - (8,000,000.00) - - 280.00 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 19122XF21 Coca-Cola Refreshments USA, h - 7 999,288.88 - (8,000,000.00) - - 711.12 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 65339NEF7 NextEra Energy Capital Holding; - 7,999,580.00 - (8,000,000.00) 420.00 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 05531FAA1 BB&T CORPORATION 7,490,063.80 - - (7,460,000.00) - - (30,322.94) 259.14 - - 347628 LC-PF-2 Sales Tax Revenue Bond 1248C3D27 CBS Corporation 5,499,752.50 - - (5,500,000.00) - - 33.61 213.89 - - 347628 LC-PF-2 Sales Tax Revenue Bond 2925A3DR6 Enbridge Energy Partners, L.P. 1,324,754.88 - - (1,325,000.00) - - 273.84 (28.71) - - 347628 LC-PF-2 Sales Tax Revenue Bond 46625HHN3 JPMORGAN CHASE & CO 6,041,880.00 - - (6,000,000.00) - - (40,260.00) (1,620.00) - - 347628 LC-PF-2 Sales Tax Revenue Bond 66439UED3 Northeast Utilities - 1,499,944.59 - (1,500,000.00) 55.41 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 19122XDU1 Coca-Cola Refreshments USA, h - 889,975.28 - (890,000.00) - - 24.72 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 19648CAC5 CO HSG & FIN-B-TXBL 9,854,925.00 - - (9,850,000.00) - - (4,429.06) (495.94) - - 347628 LC-PF-2 Sales Tax Revenue Bond 78387GAP8 AT&T INC 6,640,258.80 - - - - - (70,866.70) (8,742.26) 6,560,649.84 97,668.40 347628 LC-PF-2 Sales Tax Revenue Bond 0258MOCZ0 AMER EXPRESS CREDIT CO 6,238,273.84 - - - - (68,405.57) (2,204.15) 6,167,664.12 109,849.25 347628 LC-PF-2 Sales Tax Revenue Bond 47787RAB6 JDOT 2012-B A2 315.47 - - - (315.46) (0.00) 0.01 (0.02) - - 347628 LC-PF-2 Sales Tax Revenue Bond 69430MDP8 Pacific Gas and Electric Compaq - 3,499,883.35 - (3,500,000.00) - - 116.65 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 03741PEL2 Apache Corporation - 1,899,918.72 - (1,900,000.00) - - 81.28 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 693476BK8 PNC FUNDING CORP 4,987,643.50 - - (4,970,000.00) - (0.00) (16,491.27) (1,152.22) - - 347628 LC-PF-2 Sales Tax Revenue Bond 36962GK86 GENERAL ELEC CAP CORP 5,099,700.00 - - - - - (51,448.12) (2,401.88) 5,045,850.00 69,930.56 347628 LC-PF-2 Sales Tax Revenue Bond 96332VF37 Whirlpool Corporation - 6,998,203.31 - (7,000,000.00) - - 1,796.69 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 74432QAE5 PRUDENTIAL FINANCIAL IN, 2,744,420.50 - - - - (28,045.83) (2,950.61) 2713,424.06 38,432.18 347628 LC-PF-2 Sales Tax Revenue Bond 00279VCA1 ABBEY NATL TREASURY SE 3,061,290.00 - - - - - 19,683.68) (4,766.32) 3,036,840.00 16,468.75 347628 LC-PF-2 Sales Tax Revenue Bond 89236QAC5 TAOT 2011-B A3 1,288,095.07 - - - (703,039.80) (550.62) (399.16) 50.16 584,155.64 176.46 347628 LC-PF-2 Sales Tax Revenue Bond 31395MLT4 FHR 2930 AN 159,869.28 - - - (110,373.56) (461.69) (287.26) 80.18 48,826.95 182.94 347628 LC-PF-2 Sales Tax Revenue Bond 02582IFY1 AMXCA 2011-1 B 1,001,976.00 - - - - - (378.51) (691.49) 1,000,906.00 354.90 347628 LC-PF-2 Sales Tax Revenue Bond 25471KG89 Discovery Communications, LLC - 1,999,826.66 - - - - 80.00 (92.66) 1,999,814.00 - 347628 LC-PF-2 Sales Tax Revenue Bond 928670AD0 VOLKSWAGEN INTL FIN NV 4,670,000.00 - - (4,670,000.00) - - - - - - 347628 LC-PF-2 Sales Tax Revenue Bond 05333UDM9 AutoZone, Inc. 5,999,112.00 - - (6,000,000.00) - - 733.31 154.69 - - 347628 LC-PF-2 Sales Tax Revenue Bond 020002AR2 ALLSTATE CORP 5,964,859.20 - - - - - (62,456.73) 2,054.43 5,904,456.90 110,877.78 347628 LC-PF-2 Sales Tax Revenue Bond 03741PF31 Apache Corporation - 3,499,914.46 - (3,500,000.00) - - 85.54 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 67021CAB3 NSTAR ELECTRIC CO 7,911,613.00 - - (7,900,000.00) - - (13,411.97) 1,798.97 - - 347628 LC-PF-2 Sales Tax Revenue Bond 03741PDR0 Apache Corporation - 7,999,804.48 - (8,000,000.00) - - 195.52 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 88731JEC9 Time Warner Cable Inc. 4,298,611.10 - - (4,300,000.00) - - 1,322.25 66.65 - - 347628 LC-PF-2 Sales Tax Revenue Bond 40428E7Q3 HSBC BANK USA 12,035,000.00 - - (12,035,000.00) - (0.00) - 0.00 - - 347628 LC-PF-2 Sales Tax Revenue Bond 40428EJQ3 HSBC BANK USA 750,000.00 - - (750,000.00) - (0.00) - 0.00 - - 347628 LC-PF-2 Sales Tax Revenue Bond 40428E7Q3 HSBC BANK USA 701,000.00 - - (701,000.00) - - - - - - 347628 LC-PF-2 Sales Tax Revenue Bond 63946EGB4 Comcast Corporation - 7,998,722.24 - - - - 766.66 (392.90) 7,999,096.00 - 347628 LC-PF-2 Sales Tax Revenue Bond 2925A3GH5 Enbridge Energy Partners, L.P. - 6,498,878.75 - - - - 341.25 (214.50) 6,499,005.50 - 347628 LC-PF-2 Sales Tax Revenue Bond 59156RAH1 METLIFE INC 2,107,598.69 - - (2,087,000.00) - 0.00 (20,965.40) 366.71 - - 347628 LC-PF-2 Sales Tax Revenue Bond 929903AJ1 WACHOVIA CORP 3,973,067.57 - - - - - (42,942.90) (4,301.98) 3,925,822.69 85,553.13 347628 LC-PF-2 Sales Tax Revenue Bond 07787QFH4 Bell Canada - 7,998,453.36 - (8,000,000.00) - - 1,546.64 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 13638XD80 Canadian Natural Resources Lim 5,999,514.00 - - (6,000,000.00) 315.00 171.00 - - 347628 LC-PF-2 Sales Tax Revenue Bond 05635NF48 Bacardi Corporation - 7,999,066.64 - (8,000,000.00) - - 933.36 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 20279WG21 Commonwealth Edison Compan} - 7,999,040.00 - - - - 900.00 (364.00) 7,999,576.00 - 347628 LC-PF-2 Sales Tax Revenue Bond 89231NAC7 TAOT 2012-B A3 1,085,543.59 - - - (200,908.77) (105.88) (89.55) 80.62 884,520.01 180.75 347628 LC-PF-2 Sales Tax Revenue Bond 65475MFG0 Nissan Motor Acceptance Comm - 3,198,630.21 - (3,200,000.00) - - 1,369.79 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 64468EAZ3 NH BUS TXB-SER B 3,200,000.00 - - - - - - - 3,200,000.00 350.22 347628 LC-PF-2 Sales Tax Revenue Bond 57163UEM4 Marriott International, Inc. - 4,999,073.61 - (5,000,000.00) - - 926.39 - - - 347628 LC-PF-2 Sales Tax Revenue Bond 27743KH78 Eastman Chemical Company - 7,996,940.00 - - - - 840.00 (252.00) 7,997,528.00 - 245 Page 13 of 21 ``` R i•renide County itossporlolion Commission STAMP Portfolio Transaction Report by Account Quarter ended June 30, 2014 Source Account Account 347628 LC-PF-2 Sales Tax Revenue Bond identifier 36159JBT7 Description GEMNT 20094 A Beginning Base Market Value 5,099,220.00 Base Purchases - Base Sales - Base Maturities and Redemptions Base Paydowns N