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  • COUNTY OF RIVERSIDE vs RIOSUnlimited Civil Eminent Domain/Inverse Condemnation document preview
  • COUNTY OF RIVERSIDE vs RIOSUnlimited Civil Eminent Domain/Inverse Condemnation document preview
  • COUNTY OF RIVERSIDE vs RIOSUnlimited Civil Eminent Domain/Inverse Condemnation document preview
  • COUNTY OF RIVERSIDE vs RIOSUnlimited Civil Eminent Domain/Inverse Condemnation document preview
  • COUNTY OF RIVERSIDE vs RIOSUnlimited Civil Eminent Domain/Inverse Condemnation document preview
  • COUNTY OF RIVERSIDE vs RIOSUnlimited Civil Eminent Domain/Inverse Condemnation document preview
  • COUNTY OF RIVERSIDE vs RIOSUnlimited Civil Eminent Domain/Inverse Condemnation document preview
  • COUNTY OF RIVERSIDE vs RIOSUnlimited Civil Eminent Domain/Inverse Condemnation document preview
						
                                

Preview

(Exempt from Filing Fees Pursuant to Govt. Code § 6 I 03) I MINH C. TRAN, County Counsel (SBN 136) BRUCE G. FORDON, Deputy County Counsel (SBN 238801) 2 OFFICE OF COUNTY COUNSEL, COUNTY OF RIVERSIDE 3960 Orange Street, Suite 500 3 Riverside, CA 92501-3674 4 Telephone: (95 I) 955-6300 Facsimile: (951) 955-6363 5 Email: BGFordon@rivco.org 6 Attorneys for Plaintiff, COUNTY OF RIVERSIDE 7 8 SUPERIOR COURT OF THE STA TE OF CALIFORNIA 9 COUNTY OF RIVERSIDE 10 11 COUNTY OF RIVERSIDE, ) Case No. ) 12 ) Assigned for All Purposes to the Honorable Judge Plaintiff, 13 ) _ _ _ _ in Dept. _ _ . V. ) 14 ) COMPLAINT IN EMINENT DOMAIN JOSE ROSARIO RIOS, a single man; THE ) 15 TRUJILLO WATER COMPANY, a ) Corporation; DAYID PIPES, an Individual; ) [Assessor's Parcel No. 178-050-051 formally 16 PALM A VENUE COMPANY, a Corporation; ) 178-050-009 & 178-050-0 I OJ 17 RONALD D. WHITE AND GLENNA F. ) WHITE, Husband and Wife as Joint Tenants; ) [County Parcel Nos. 0528-003A, 0528-003B] 18 GARY EHRMAN, Trustee of the Six Rivers ) Trust dated March 23, 1987 SMTD Corporation; ) 19 JASW ANT JHA WAR, beneficiary; ALL ) PERSONS UNKNOWN CLAIMING AN ) 20 INTEREST IN THE PROPERTY; AND DOES ) 21 I THROUGH 100, INCLUSIVE, ) ) 22 Defendants. ) ) 23 ) ) 24 25 Ill 26 Ill 27 Ill 28 Ill -1- COMPLAINT IN EMINENT DOMAIN 1 Plaintiff, COUNTY OF RIVERSIDE ("County") alleges as follows: 2 Power of Eminent Domain 3 I. The County is a body corporate and politic of the State of California. 4 2. The County does now have, and at all relevant times has had, authority to acquire real 5 property pursuant to, inter alia, Article 1, section 19 of the California Constitution; California 6 Government Code section 25350.5; and Part 3, Title 7 of the California Code of Civil Procedure, 7 including, Code of Civil Procedure sections 1240.010, 1240.020, 1240.030, 1240.040, 1240.310, 8 1240.320, 1240.110, 1240.4 I 0, 1240.420, 1240.510 and 1240.610. 9 Resolution of Necessity 3. The County has given proper, timely notice, pursuant to Code of Civil Procedure section 11 1245.235, of a hearing of the County's Board of Supervisors, duly and regularly convened on February 12 28, 2023. At that hearing, the County, pursuant to Code of Civil Procedure sections 1245.210 and 13 1245.270, duly and regularly adopted, by a vote ofno less than four-fifths of all its members, Resolution 14 No. 2023-062 entitled "Authorization to Adopt a Resolution of Necessity for the Market Street Bridge 15 Replacement Project" ("Resolution") attached to the accompanying Declaration of Mark Lancaster as 16 Exhibit "1" and incorporated herein by reference. 17 4. Pursuant to the Resolution, the County seeks to acquire County Parcel Number 0528-003A I8 [for a Permanent Slope Easement]; and 0528-003B [for a Temporary Construction Easement] located in 19 the County of Riverside, State of California and more particularly described in Exhibit "I" attached hereto 20 ("Property"). The County determined it is necessary and it is authorized to acquire the Property to allow 21 for the replacement of the existing 2-lane bridge over Santa Ana River with a new 4-lane bridge. The new 22 bridge will have one (1) twelve-foot-wide and one (I) fourteen-foot-wide traffic lane in each direction; 23 two (2) new eight-foot-wide shoulders striped as Class II bicycle lanes; and one (I) new twelve-foot-wide 24 multi-purpose path protected by a traffic barrier on the east side of the bridge ("Project"). At the hearing 25 on the Resolution, the County further found and determined, and in the Resolution declared, that: 26 a. The public interest and necessity require the Project; 27 b. The Project is planned and located in the manner that will be most compatible with 28 the greatest public good and least private injury; -2- COMPLAINT IN EMINENT DOMAIN c. Acquisition of the Property is necessary for the Project; and 2 d. The offer required by Government Code section 7267.2 has been made to the 3 owners of record. 4 5. A legal description and map plat depicting the Property can be found m Exhibit "I" 5 attached hereto. 6 More Necessary Public Use 7 6. To the extend the Property is already devoted to a public use, the County alleges in the 8 alternative: 9 a. That the use for which the County is acquiring the Property is a compatible use 10 under Code of Civil Procedure section 1240.510; and 11 b. The County's use of the Property is a more necessary public use under Code of 12 Civil Procedure section 1240.610, which will not unreasonably interfere with the 13 continuance of the public use to which the Property may already be devoted under 14 the provisions of Code of Civil Procedure section 1240.630, subdivision (a). 15 The Parties 16 7. The County is informed and believes, and on that basis alleges: 17 Each of the named Defendants has occupied the Property, appears in the record as claiming an 18 interest in the Property, or is known by the County and/or believed by the County to have or claim an 19 interest in the Property described. For the convenience of the Court and parties, and not as allegations to 20 which the County intends to be bound, the County has set out opposite each of the following named 21 Defendants a statement of the respective interest of such Defendant in the Property. 22 Defendant Interest 23 Jose Rosario Rios, a single man Fee Owner 24 The Trujillo Water Company, a Corporation Easement 25 David Pipes, Individual Easement and Water Rights 26 Palm Avenue Company Easement 27 Ronald D. White and Glenna F. White, Husband Easement Beneficiary and Wife as Joint Tenants 28 -3- COMPLAINT IN EMINENT DOMAIN Gary Ehrman, Trustee of the Six Rivers Trust Deed of Trust Trustee dated March 23, 1987 SMTD Corporation, a 2 California Corooration Fidelity National Title Company Deed of Trust 3 Jaswant Jhawar Beneficiary 4 5 All Persons Unknown Claiming an Interest in Possible legal interest the Property 6 Does I through I 00, Inclusive Possible legal interest 7 8 8. Defendants DOES I through I 00, inclusive, have or claim to have, an interest in the 9 Property, the exact nature of which is unknown to the County. The true names or capacities whether 1o individual, corporate, associate or otherwise, of Defendants DOES 1 through 100, are unknown to the 11 County, who therefore sues these Defendants by such fictitious names. The County will seek leave to 12 amend this Complaint in Eminent Domain to reflect their true names and capacities when they have been 13 ascertained. 14 9. The County is informed, believes, and thereon alleges, that each Defendant named herein 15 who is served with a copy of the Summons and this Complaint, and who fails to respond to the Summons 16 and Complaint within the time provided by law, claims no interest in the Property and is not entitled to 17 any compensation herein. 18 WHEREFORE, Plaintiff, COUNTY OF RIVERSIDE prays for judgment as follows: 19 I. That the Property herein described be condemned to the County's use for the purposes set 20 forth herein; 21 2. Compensation be ascertained and assessed and the amount of the award for the Property 22 first be determined between the County and all Defendants claiming an interest in the Property; 23 Ill 24 Ill 25 Ill 26 Ill 27 Ill 28 Ill -4- COMPLAINT IN EMINENT DOMAIN 3. All liens and encumbrances against the Property be deducted from the Judgment; and 2 For such other and further relief as the Court may deem just and proper. 3 4 MINH C. TRAN County Counsel 5 6 Dated: m,._7 1 , 2023 By: B ?L 7 Bruce G. Fordon, Deputy County Counsel Attorneys for Plaintiff, COUNTY OF RIVERSIDE 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 -5- COMPLAINT IN EMINENT DOMAIN Exhibit ''1 '' EXHIBIT"A" LEGAL DESCRIPTION 0528-003A SLOPE EASEMENT AN EASEMENT FOR SLOPE PURPOSES LYING WITHIN THAT CERTAIN PARCEL OF LAND DESCRIBED BY GRANT DEED RECORDED MAY 27, 2004 AS DOCUMENT NUMBER 2004- 0402210, OFFICIAL RECORDS OF THE RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN THE RUBIDOUX RANCHO, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHERLY-MOST CORNER OF THAT CERTAIN PARCEL OF LAND AS SHOWN ON SAID RECORD OF SURVEY, SAID POINT ALSO BEING ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF MARKET STREET (VARIES IN WIDTH) AS DESCRIBED BY GRANT DEED RECORDED APRIL 10, 1981 AS INSTRUMENT NUMBER 63976, ALL OF SAID OFFICIAL RECORDS, SAID POINT ALSO BEING THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 3,541.53 FEET, AND AN INITIAL RADIAL BEARING OF SOUTH 71 °28'47" WEST; THENCE SOUTHEASTERLY ALONG SAID NORTHEASTERLY RIGHT-OF-WAY AND NON- TANGENT CURVE THROUGH A CENTRAL ANGEL OF 07°03'19" AN ARC DISTANCE OF 436.10 FEET TO THE A POINT ON THE NORTHERLY LINE OF THAT PARCEL OF LAND DESCRIBED IN SAID DOCUMENT NUMBER 2004-0402210, BEING THE TRUE POINT OF BEGINNING; THENCE SOUTH 69°58'28" EAST, ALONG SAID NORTHERLY LINE A DISTANCE OF 34.49 FEET; THENCE SOUTH 28°31'20" EAST A DISTANCE OF 14.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 4,324.00 FEET AND AN INITIAL RADIAL BEARING OF SOUTH 62°57'05" WEST; THENCE SOUTHEASTERLY ALONG SAID NON-TANGENT CURVE THROUGH A CENTRAL ANGLE OF 06°42'11" AN ARC DISTANCE OF 505.86 FEET; THENCE SOUTH 41°27'01" WEST A DISTANCE OF 10.63 FEET TO A POINT ON THE SOUTHERLY LINE OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN SAID DOCUMENT NUMBER 2004-0402210, SAID POINT BEING DISTANT 28.56 FEET AS MEASURED ALONG SAID SOUTHERLY LINE, FROM THE NORTHEASTERLY RIGHT-OF- WAY LINE OF MARKET STREET, ALSO BEING THE NORTHEASTERLY LIMITS OF A 50.00 FOOT WIDE STRIP OF LAND AS DESCRIBED IN DEED RECORDED JUNE 9, 1953 IN BOOK 1480, PAGE 176, SAID OFFICIAL RECORDS; THENCE SOUTH 71°35'31" WEST ALONG SAID SOUTHERLY LINE A DISTANCE OF 28.56 FEET TO SAID NORTHEASTERLY RIGHT-OF-WAY LINE OF MARKET STREET; THENCE NORTH 33°45'06" WEST ALONG SAID NORTHEASTERLY RIGHT-OF-WAY LINE OF MARKET STREET A DISTANCE OF 91.29 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 3,541.53 FEET; THENCE NORTHWESTERLY ALONG SAID NORTHEASTERLY RIGHT-OF-WAY LINE AND SAID TANGENT CURVE THROUGH A CENTRAL ANGLE OF 07°33'42" AN ARC DISTANCE OF 467.40 FEET TO SAID NORTHERLY LINE OF DOCUMENT NUMBER 2004-0402210; EXHIBIT"A" LEGAL DESCRIPTION 0528-003A SLOPE EASEMENT THENCE SOUTH 69'58'28" EAST ALONG SAID NORTHERLY LINE A DISTANCE OF 9.77 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 15,902 SQUARE FEET OR 0.365 ACRES, MORE OR LESS. THE BEARINGS AND DISTANCES USED IN THE ABOVE DESCRIPTION ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6. MULTIPLSY DISTANCES SHOWN BY 1.000010873 TO OBTAIN GROUND DISTANCE. SEE EXHIBIT "B" ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF. PREPARED UNDER MY SUPERVISION: /.~;7 I~;~ RYAN . OLM, P.L.S. 9472 1-26-2022 DATED: EXHIBIT "B" EASEMENT NOTES ~ NTS I RUBIDOUX RANCHO SEC.11, T. 2 S., R. 5 W., L---- __ _, ALL DISTANCES SHOWN ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCE BY A COMBINATION FACTOR OF 1.000010873 PCL No.: 0528-003A COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, SURVEY DIVISION WO No.: C0-0528 1--CA_L_E_:-N-TS------IPROJECT: MARKET STREET BRIDGE 5 THIS PLAT IS AN AID IN LOCATING THE PARCEL{S) DESCRIBED IN THE PRECEDING PREPARED BY: J.A.L. DOCUMENT. ALL PRU.4ARY CALLS ARE LOCATED IN THE WR EN DESCRIPTION. DATE: JANUARY, 2022 APPROVED BY :1/ SHEET 1 OF 4 EXHIBIT "B" 0528-003A SLOPE EASEMENT ~1_'.'._? §.'._4_r_l'LJ 6 P.0..:._C--=- ,..,- lJ SW CORNER --, RS 1 54 /60 '--- CD I -'\ I I \ ----- I I I I ---------- I C/l-_;!~-1.=-.J 0) FOR RIGHT-OF-WAY I CL) 0 INFORMATION SEE SHEET 3 I U1 0:, FOR SURVEYOR'S NOTES I N' 0:, SEE SHEET 3 (/) :r: I /Tl 0 ::E ' I .t,. 178-350-018 2: (/) 0 I .t,. 0 :0 // 0 --/ II 2: - I N 0) IJ ..A U1 v-1 MAP OF THE :0 :tJ '--" ALAMO TRACT < fTl g: I .,,. 0 II ON .. U1.,,. MB 9/5, LOT 1 fT) <.n I 0:, mo 0 8 --/ --'!_ 0) -._J -- I--, I .,,. D LINE DATA lJ r- 7 0 VARIES l> 2: ~ I --, t> If " NO 15,902 SQ. FT. [I] S69° 58'28"E 34 .49' ~ (/) I --, U1 0) . .,,. 0.365 AC. [}] S28°31 '20"E 14.00' .,,. 0:, "" I II v-1 0 NN 0) N (§] S69° 58 '28"E 9. 77' I )> 6 I v-1 .t,. N ' 178-050-010 )> lJ --, I .,,.o O CURVE DATA VARIES GRANT DEED CD R=3,541.53' DOC "2004-402210 Ll=07°03'19" I ' REC'D 5-27-2004, O.R. D=436.10' T=218.32' SEE SHEET 3 OF 4 ALL DISTANCES SHOWN ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCE BY A COMBINATION FACTOR OF 1.000010873 PREPARED BY: J.A.L. DATE: JANUARY, 2022 SHEET 2 OF 4 EXHIBIT "B" 0528-003A SLOPE EASEMENT SEE SHEET 2 OF 4 I MAP OF THE I I ::0 ALAMO TRACT --&-- ~ I 0 II ::0 MB 9/5, LOT 1 -, II c.- .,,_II 0 I I .,,_ U1 - RUBIDOUX -u -, I I O">-"- --.,- ( ;J N .,,_ 178-050-010 RANCHO n '- r- I I .,,_ U1 oc.- 0 SEC.11, 0 n I VARIES r _;- PARCEL T. 2 S., R. 5 W., 0 Bio/::oII 'I -, I> 0528-003A -, '-.._ I I> ::or C - ., _ I I NO II II 0 II 15,902 SO. FT. SURVEYOR'S NOTES n o-, I 0) 0.365 AC. -, 00 .,,_ (;J --.J .,,_ 0 ~ 0 .0 I I • 0 (;J ..LLL INDICATES z )> s::: )> I> .,,_ (;J - I I I .,,_- .,,_- Oc.- N -' N (R) RESTRICTED ACCESS INDICATES RADIAL BEARING (/) ::::0 ~;:,:;; - 0) II .,,_ 0 I I I VARIES 0 II U1 0 GRANT DEED DOC "2004-402210 ~fTl I U1 z -l (;J I REC'D 5-27-2004, O.R. A 00 0 z U1 I I I~ (l) ----i 50' 1"6 -, RIGHT-OF-WAY INFORMATION ~ (/) 0 I II ~ -l II I": N i;,. R/W PER O.R. 1476/81, n ::::0 - (;J I I I I~ U1 (;I L2' REC. 05/27 /53 ? fTl (l) z N i;,. R/W PER O.R. 1457/51, -u fTl . (l) U1 I I " ' (;I (;J 1: N Ll2..',, REC. 04/01 /53 I .,,_0 I~ r- )> z -l --.J - I I - N U1 I> R/W PER 0.R. 1480/176, LL:, REC. 06/09/53 (/) -, II I I "',g- /:::.. R/W PER 0.R. 1377/161, .,,_ 00 (l) I "=E I.JD. REC. 06/17/1952 I~ (l) I 4 )> )> I 00 l. I I - D LINE DATA I GJ S41°27'01"E 10.63' ------m- __! -, [fil S71 °35'31 "W 28.56' - "1 0 >< S'L N?10 - y LINE Do- ~5'31''[ ( /) -u -, -, 75' :;,: C) 17a-oso c. t t z ~ -045 v•-1022~ l ::0 "'' ---- ALL DISTANCES SHOWN ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCE BY A COMBINATION FACTOR OF 1.000010873 PCL No.: 0528-003A COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, SURVEY DIVISION WO No.: C0-0528 1--CA_L_E_:-N-T-----IPROJECT: MARKET STREET BRIDGE 5 5 THIS PLAT IS AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE PRECEDING PREPARED BY: J.A.L. DOCUMENT. ALL PRIMARY CALLS ARE LOCATED IN THE Wll EN DESCRIPTION. EXHIBIT "B" 0528-003A SLOPE EASEMENT O CURVE DATA G) R=3,541.53' (@ R=3,541.53' li=07°03'19" li=00°09'23" D=436. 1O' D=11.81' @ R=3,541.53' ([j) R=3,541.53' li=00°23'18" li=00° 21 '05" D=24.00' D=26. 52' @ R=3,541.53' li=00° 50'11" D=51 .69' D LINE DATA \ \ \ \ \ \ \ \ \ \ \ \ \ \/ \ \ ~ NTS \ \ \ I 15,902 SQ. FT. 0.365 AC. DETAIL 'A' \ \ ALL DISTANCES SHOWN ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCE BY A COMBINATION FACTOR OF 1.000010873 PCL No.: 0528-003A COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, SURVEY DIVISION WO No.: C0-0528 1-S-CA_L_E_:_N_T_S----IPROJECT: MARKET STREET BRIDGE THIS PLAT IS AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE PRECEDING PREPARED BY: J.A.L. DOCUMENT. ALL PRIMARY CALLS ARE LOCATED IN THE WR EN DESCRIPTION. ,/ DATE: JANUARY, 2022 APPROVED BY:('/ SHEET 4 OF 4 EXHIBIT"A" LEGAL DESCRIPTION 0528-0038 TEMPORARY CONSTRUCTION EASEMENT AN EASEMENT FOR TEMPORARY CONSTRUCTION PURPOSES LYING WITHIN THAT CERTAIN PARCEL OF LAND DESCRIBED BY GRANT DEED RECORDED MAY 27, 2004 AS DOCUMENT NUMBER 2004-0402210, OFFICIAL RECORDS OF THE RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN THE RUBIDOUX RANCHO, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHERLY-MOST CORNER OF THAT CERTAIN PARCEL OF LAND AS SHOWN ON SAID RECORD OF SURVEY, SAID POINT ALSO BEING ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF MARKET STREET (VARIES IN WIDTH) AS DESCRIBED BY GRANT DEED RECORDED APRIL 10, 1981 AS INSTRUMENT NUMBER 63976, ALL OF SAID OFFICIAL RECORDS, SAID POINT ALSO BEING THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 3,541.53 FEET, AND AN INITIAL RADIAL BEARING OF SOUTH 71°28'47" WEST; THENCE SOUTHEASTERLY ALONG SAID NORTHEASTERLY RIGHT-OF-WAY AND NON- TANGENT CURVE THROUGH A CENTRAL ANGEL OF 07°03'19" AN ARC DISTANCE OF 436.10 FEET TO THE A POINT ON THE NORTHERLY LINE OF THAT PARCEL OF LAND DESCRIBED IN SAID DOCUMENT NUMBER 2004-0402210; THENCE SOUTH 69°58'28" EAST, ALONG SAID NORTHERLY LINE A DISTANCE OF 34.49 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTHERLY LINE SOUTH 69°58'28" A DISTANCE OF 22.55 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 4,309.00 FEET AND AN INITIAL RADIAL BEARING OF SOUTH 62°55'04" WEST; THENCE SOUTHEASTERLY ALONG SAID NON-TANGENT CURVE THROUGH A CENTRAL ANGLE OF 06"37'26" AN ARC DISTANCE OF 498.17 FEET TO A POINT ON THE NORTHEASTERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT AS DESCRIBED BY GRANT DEED RECORDED OCTOBER 12, 2011 AS DOCUMENT NUMBER 2011-0448227; THENCE NORTH 56°49'02" WEST, ALONG SAID NORTHEASTERLY LINE A DISTANCE OF 2.86 FEET TO THE NORTHERLY-MOST CORNER OF SAID DOCUMENT 2011-0448227; THENCE SOUTH 33°45'07" EAST ALONG THE WESTERLY LINE OF SAID DOCUMENT NUMBER 2011-0447227 A DISTANCE OF 20.00 FEET TO A POINT ON THE SOUTHERLY LINE OF SAID DOCUMENT NUMBER 2004-0402210; THENCE SOUTH 71°35'31" WEST, ALONG SAID SOUTHERLY LINE OF DOCUMENT NUMBER 2004-0402210 A DISTANCE OF 12.92 FEET TO A POINT DISTANT 28.56 FEET AS MEASURED ALONG SAID SOUTHERLY LINE, FROM THE NORTHEASTERLY RIGHT-OF- WAY LINE OF MARKET STREET AND THE NORTHEASTERLY LIMITS OF A 50.00 FOOT WIDE STRIP OF LAND AS DESCRIBED IN DEED RECORDED JUNE 9, 1953 IN BOOK 1480, PAGE 176, SAID OFFICIAL RECORDS; EXHIBIT"A" LEGAL DESCRIPTION 0528-003B TEMPORARY CONSTRUCTION EASEMENT THENCE NORTH 41°27'01" WEST, A DISTANCE OF 10.63 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 4,324.00 FEET, AND AN INITIAL RADIAL BEARING OF SOUTH 56°14'54" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 06°42'11" AN ARC DISTANCE OF 505.86 FEET; THENCE NORTH 28°31'20" WEST, A DISTANCE OF 14.00 FEET; TO THE TRUE POINT OF BEGINNING. CONTAINING 7,815 SQUARE FEET OR 0.179 ACRES, MORE OR LESS. THE BEARINGS AND DISTANCES USED IN THE ABOVE DESCRIPTION ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6. MULTIPLY DISTANCES SHOWN BY 1.000010873 TO OBTAIN GROUND DISTANCE. SEE EXHIBIT "B" ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF. PREPARED UNDER M:S~RVISION: ~7-IW- RYAN i!.HoLM, P.L.S. 9472 1-26-2022 DATED: EXHIBIT "B" EASEMENT ~ NTS I RUBIDOUX RANCHO SEC.11, T. 2 S., R. 5 W., ALL DISTANCES SHOWN ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCE BY A COMBINATION FACTOR OF 1.000010873 PCL No.: 0528-003B COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, SURVEY DIVISION WO No.: C0-0528 1-S-CA_L_E_:-N-T----~PROJECT: MARKET STREET BRIDGE 5 THIS PLAT IS AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE PRECEDING PREPARED BY: J .A.L. DOCUMENT. ALL PRIMARY CALLS ARE LOCATED IN THE WfU EN DESCRIPTION . DATE: JANUARY, 2022 ------ APPROVED BY:// . ~/~DATE: 1-26-2022 SHEET 1 OF 3 EXHIBIT "B" S62°55'04"W (R) ------ FOR SURVEYOR'S NOTES l ?a-3 SEE SHEET 3 OF 3 ,,,,, 50 -01 6 8 -s>o S' 0 ::0 r, u,. J!. 'o>"' MAP OF THE 0(.,J '~ ALAMO TRACT . U1 N (X). .,,,. M_B_9_1_5, LOT 1 \ ' -___ mo '0 ---IC> ---- PARCEL 0528-003B D LINE DATA II II NO H 11 (I] S69° 58 '28"E 34. 49' No 7,815 SQ. FT. [I] ~ _, (.,J.,,,. 'N .,,,. 0) <,> 0 • (.,J (.,J...., 0.179 AC. [[j S69°58'28"E 22.55' N28°31 '20"W 14.00' 0) 'N ' 178-050-010 v r- 0) O CURVE DATA 1 5' GRANT DEED G) R=3,541.53' t.=07°03'19" DOC *2004-402210 D=436.10' __.,__.___.___~-'---''----___.~ REC ' D 5 - 2 7 - 2 0 0 4 , 0 . R. T=21 8. 32' SEE SHEET 3 OF 3 ALL DISTANCES SHOWN ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCE BY A COMBINATION FACTOR OF 1.000010873 PCL No.: 0528-003B COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, '<-oNARo WO No.: C0-0528 SURVEY DIVISION ~" ,S 1J.-- r-S-CA_L_E_:-N-T-----IPROJECT: MARKET STREET BRIDGE cc No.94?2;:; 5 THIS PLAT IS AN AID IN LOCATING THE PARCEL