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04_0274331EJAN Doc a 2004 - 0274231 04/ls/2004 08:00A Fse:NC 7 2005 Page 1 of 12 Lawyers Title Company Recorded in official Records County of Riverside Gary L. Orso Assessor, County Clark & Recorder Recorded at request of and return to: I Deartment of Real Estate Division iities Management 1 1111 IN 111111111111111 On behalf of the Transportation Department 1 3133 Mission Inn Avenue Riverside, California 92507 -0.199 M s V pAOE 812E CAN rcox wocoa s *TMSC. FREE RECORDING This instrument is for the benefit of the County of Riverside, and is entitled to be recorded without fee. aaPV LONG REM— ExAM Govt. Code 6103 A R L (Space above this line reserved for Recorder's use) RA: 054 -084 npf) 3 2 ` 0 `x$ -(0 Order No. 4038000 -11 (17) KS Escrow No. 07200143 —LC PROJECT: NEWPORT ROAD IMPROVEMENT PARCELS: 0785 -002A, 0785 -002B AND 0785 -002C Ptns of APNS: 334- 240 -048, 334 - 250 -010, 334 - 250 -011 AND 334 - 250 -012 GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, DIAMOND BROTHERS FIVE PARTNERSHIP, LP A CALIFORNIA LIMITED PARTNERSHIP GRANT(S) to the COUNTY OF RIVERSIDE, a political subdivision, the real property in the County of Riverside, State of California, described as: See legal description and plat maps attached hereto and made a part hereof as Exhibits "A" and "B" PROJECT: NEWPORT ROAD IMPROVEMENT PARCEL: 0785 -002A, 0785 -0028, 0785 -002C APN: 334 - 240 -048, 334 - 250 -010, 334 - 250 -011, 334 - 250 -012 Dated: I' s ° DIAMOND BROTHERS FIVE PARTNERSHIP, LP A CALIFORNIA LIMITED PART A OU BAO WU, 0 CHIAO -TUNG CNS:sh 10/22/03 30 On 3 , before me, a Notary Public in personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is /are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal BaMPEauTA Conv"W"n/ 1317 1 tint ri Pau - cam mV Signature yy��Urt�tq�oo� CERTIFICATE OF ACCEPTANCE This is to certify that the interest in real property conveyed by the within deed to the COUNTY OF RIVERSIDE, a political subdivision, is hereby accepted by order of the Board of Supervisors on the date below and the grantee consents to the recordation thereof by its duly authorized officer. Date l�b� By MICHA Y ESTER, Director Departm6nt of Facilities Management STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE )ss EXHIBIT "A" NEWPORT ROAD PARCEL 0785 -002A BEING A PORTION OF PARCEL 25 OF PARCEL MAP 21838, AS SHOWN BY MAP ON FILE IN BOOK 146, PAGES 1 THROUGH 26, INCLUSIVE, OF PARCEL MAPS, RECORDS OF THE RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, LYING IN SECTION 36, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTERLINE INTERSECTION OF MENIFEE ROAD (55.00 FOOT HALF - WIDTH) AND NEWPORT ROAD (50.00 FOOT HALF - WIDTH) AS SHOWN ON SAID PARCEL MAP 21838; THENCE S 89 0 28'36" E ALONG THE CENTERLINE OFTHE NEWPORT ROAD AS SHOWN ON SAID PARCEL MAP 21838, A DISTANCE OF 77.70 FEET; THENCE N 00 °31'24" E, A DISTANCE OF 50.00 FEET TO THE SOUTHEASTERLY CORNER OF LOT "R" AS SHOWN ON SAID PARCEL MAP 21838, SAID CORNER BEING THE TRUE POINT OF BEGINNING; THENCE N 44 0 33'38" W ALONG THE EASTERLY LINE OF SAID LOT "R ", A DISTANCE OF 32.35 FEET; THENCE N 00 °21'33" E, CONTINUING ALONG SAID EASTERLY LINE OF LOT "R ", A DISTANCE OF 37.92 FEET; THENCE S 55 0 43'34" E, A DISTANCE OF 62.57 FEET TO A POINT 76.00 FEET NORTHERLY OF, AS MEASURED AT RIGHT ANGLESTO THE CENTERLINE OF NEWPORT ROAD AS SHOWN ON SAID PARCEL MAP 21838; THENCE S 89 0 28'36" E, PARALLEL WITH AND 76.00 FEET NORTHERLY OF SAID CENTERLINE OF NEWPORT ROAD, A DISTANCE OF 1021.12 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1924.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 48 °24'49 ", AN ARC DISTANCE OF 1625.73 FEET TO A POINT OF INTERSECTION WITH THE EASTERLY RIGHT -OF -WAY LINE OF LINDENBERGER ROAD (50.00 FOOT HALF - WIDTH) AS SHOWN ON SAID PARCEL MAP 21838; THENCE S 00 0 30'28" W ALONG SAID WESTERLY RIGHT -OF -WAY LINE OF LINDENBERGER ROAD, A DISTANCE OF 219.17 FEET TO THE BEGINNING OF A NON - TANGENT CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 2076.00 FEET AND AN INITIAL RADIAL BEARING OF S 43 0 21'44 "E; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 23 0 49'15 ", AN ARC DISTANCE OF 863.10 FEET TO A POINT OF INTERSECTION WITH THE NORTHERLY RIGHT -OF -WAY LINE OF NEWPORT ROAD AS SHOWN ON SAID PARCEL MAP 21838; THENCE N 89 0 28'36" W ALONG SAID NORTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF 1762.36 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING: 212,579 SQUARE FEET OR 4.880 ACRES, MORE OR LESS. THE BEARINGS AND DISTANCES USED IN THE ABOVE DESCRIPTION ARE GRID AND ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6. TOOBTAIN GROUND DISTANCES, MULTIPLY DISTANCES SHOWN BY 1.00009270. REFERENCE IS HEREBY MADE TO MAP 929 -DD ON FILE IN THE OFFICE OF THE RIVERSIDE COUNTY SURVEYOR, RIVERSIDE, CALIFORNIA. f 1 S� EE ACHED EXHIBIT "B" �p LA IUD � 'r H D bE` APPROVED BY: DATE: (" No. $705 = n Exp- Page i of 1 N. T. S. E UD M v w LA s 0 ci Ln I z iw J IM z 1 `i' � I N U IQ N I 0 I J f� i �i o R 155' P.O.C. -, L� w Li z W ! I EXHIBIT "B" SW 114 SECTION 36 T. 5S.. R. 3W., S.B.M. NO SU'Q * No. 5705 i Exp. J -30-03 PM 146/1 -26 PCL. 25 0 S 89 -28 -36 E - 77.70' T N 00 -31 -24 E - 50.00' O N 44 -33 -38 w - 32.35' ® N 00- -21 -33 E - 37.92' APN 334 -240 -048 PARCEL 0785 -002A \ 212.579 SOFT. ` 4.880 AC. �\ A= 48 -24 -49 R = 1924.00' S 55 -43 -34 E - 62.57' L = 1525.73' ,- T.P.O.B. V) r— S 89 -28 -36 E 1021.12` ` W N o N 89 -28 -36 W 1762.36' LOT 0 —~ Lu �n o z -- C/L - °D NEWPORT ROA C /L SECTION LINE � a 30' R/W AS SHOWN ON RS 1/5 50' R/W PER PM 146/1 -26 SECTION 1 T. 6S., R. 3W., S.B.M. NOTE: ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION FACTOR OF 1.00009270. COUNTY OF RIVERSIDE TRANSPORTATION DEPT., SURVEY DIV. PAR. NO.: 0785 -W2A PROJECT NEWPORT ROAD PREPARED BY: DDO /DHO SCALE: N.T.S. THIS PLAT IS AN AID IN LOCATING THE PARCEL(S) DESCRIEED IN THE PRECEDII� DATE: .1DLYs 2003 DOCIKNT. ALL PRIMARY CALLS LOCATED IN THE VRITTEN DESCRIPTION. W.O. NO.: A8 -0785 APPROVED BY c DATE' 'Q'0 SHEET 1 OF 2 SHEETS w N w w z X U H Q EXHIBIT "B" SW 114 SECTION 36 T. 5S., R. 3W.. S.B.M. � ! C 50' R/W PER PM 146/1 -26 — zz�� I N.T.S. ' ' min I oN, PM 146/1 -26 s 50' 0 PCL. 25 qj om •`�S3 Bp N w N APN 334- 240 -048 �9F 'r i ,o rn � • ac PARCEL N �° 0785 -002A �'� _ i° Co 212,579 SOFT. �',' 1 4.880 AC. , 4 RS 1 /5 ti ZA• i , ,' N 89 -28 -36 W i -- -- 1762.36' N 89 -28 -36 w NEWPORT ROAD ° o LOT D - ----------- - - - - -- - - - - - - -- -------- - - - -�— W ------ J - - - - -- -- SECTION LINE 30' R/W SHOWN AS SHOWN ON RS 1/5 RS 1/5 50' R/W PER PM 146/1 -26 SECTION 1 T. 6S.. R. 3W., S.B.M. HD * Y No. 6705 = gyp• 9-30 -03 't NOTE: ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION FACTOR OF 1.00009270. W .O. NO.: A8 -OT85 APPROVED BY: DATE' SHEET 017-1- SHEETS COUNTY OF RIVERSIDE TRANSPORTATION DEPT, SURVEY DIV. PAR. NO.: 0785 -002 PROJECT NEWPORT ROAD PREPARED BY: DDD /DHD SCALE: N.T.S. PH PLAT IS AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE PRECEDING DATE JULY. 2003 )OCUfENT. ALL PRIMARY ARE LOCATED I# THE NRITTEN DESCRIPTION. r EXHIBIT "A" NEWPORT ROAD PARCEL 0785 -0028 BEING A PORTION OF PARCELS 31 AND 33 OF PARCEL MAP 21838 AS SHOWN BY MAP ON FILE IN BOOK 146, AT PAGES 1 THROUGH 26, INCLUSIVE, OF PARCEL MAPS, RECORDS OFTHE RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN SECTION 36, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF PARCEL 31 OF SAID PARCEL MAP 21838, SAID CORNER BEING THE NORTHWEST CORNER OF THE SOUTH ONE -HALF OF THE SOUTHEAST QUARTER OF SAID SECTION 36; THENCE S 89 °18'51" E ALONG THE SOUTH LINE OF SAID PARCEL 31, A DISTANCE OF 374.79 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 34 0 22'27" E, A DISTANCE OF 639.73 FEET; THENCE N 07 °03'00" W, A DISTANCE OF 45.34 FEET; THENCE N 55 °37'33" W, A DISTANCE OF 292.38 FEET; THENCE S 74 °28'28" W, A DISTANCE OF 48.13 FEET; THENCE S 34 0 22'27" W, A DISTANCE OF 131.63 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 276.00 FEET; THENCE SOUTHWESTERLY ALONG SAID THROUGH A CENTRAL ANGLE OF 20 0 40'40 ", AN ARC DISTANCE OF 99.61 FEET; THENCE S 13 041'47" W, A DISTANCE OF 130.04 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 324.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 64 0 01'18 ", AN ARC DISTANCE OF 362.04 FEET TO A POINT IN THE EASTERLY RIGHT -OF -WAY LINE OF LINDENBERGER ROAD (100.00 FOOT FULL - WIDTH) AS SHOWN ON SAID PARCEL MAP 21838; THENCE N 00 0 30'28" E ALONG SAID EASTERLY RIGHT -OF -WAY LINE, A DISTANCE OF 49.44 FEET TO THE BEGINNING OF A NON - TANGENT CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 276.00 FEET AND AN INITIAL RADIAL BEARING OF S 14 0 33'16" E; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 61 0 44'56", AN ARC DISTANCE OF 297.45 FEET; THENCE N 13 0 41'47" E, A DISTANCE OF 130.04 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 324.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20 °40'40 AN ARC DISTANCE OF 116.93 FEET; THENCE N 34 °22'27" E, A DISTANCE OF 131.63 FEET; THENCE N 05 °43'36" W, A DISTANCE OF 48.13 FEET; THENCE N 55 0 37'33" W, A DISTANCE OF 53.50 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 903.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 03 0 51'42 ", AN ARC DISTANCE OF 60.86 FEET; THENCE N 36 0 15'37" W, A DISTANCE OF 138.10 FEET TO THE BEGINNING OF A NON- TANGENT CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 850.00 FEET AND AN INITIAL RADIAL BEARING OF S 46 0 39'22" W; Page 1 of 2 EXHIBIT "A" NEWPORT ROAD PARCEL 0785 -0028 - (CONTINUED) THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20 0 03'21 ", AN ARC DISTANCE OF 297.54 FEET TO A POINT IN THE EASTERLY RIGHT -OF -WAY LINE OF SAID LINDENBERGER ROAD; THENCE N 00 °30'28" E ALONG SAID EASTERLY RIGHT -OF -WAY LINE, A DISTANCE OF 183.50 FEET TO THE BEGINNING OF A NON - TANGENT CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 811.53 FEET AND AN INITIAL RADIAL BEARING OF S 76 °31'35" W; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 43 °44'06 ", AN ARC DISTANCE OF 619.46 FEET, THENCE S 55 0 37'33" E. A DISTANCE OF 440.35 FEET; THENCE N 85 0 22'58" E, A DISTANCE OF 58.81 FEET; THENCE N 34 0 22'27" E, A DISTANCE OF 920.26 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 2076.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 23 °53'17", AN ARC DISTANCE OF 865.54 FEET TO A POINT IN THE WESTERLY RIGHT -OF -WAY LINE OF BRIGGS ROAD (100.00 FOOT FULL - WIDTH) AS SHOWN ON SAID PARCEL MAP 21838; THENCE S 05 °49'41" E ALONG THE WESTERLY RIGHT -OF -WAY LINE OF SAID BRIGGS ROAD, A DISTANCE OF 160.67 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE EASTERLY AND HAVING A RADIUS 2249.80 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 00 °15'08", AN ARC DISTANCE OF 9.91 FEET TO THE BEGINNING OF A NON- TANGENT CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1924.00 FEET AND AN INITIAL RADIAL BEARING OF N 33 0 57'26" W; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 21 AN ARC DISTANCE OF 727.63 FEET; THENCE S 34 "22'27" W, A DISTANCE OF 1632.67 FEET TO A POINT IN THE SOUTH LINE OF SAID PARCEL 31; THENCE N 89 0 18'51 " E ALONG THE SOUTH LINE OF SAID PARCEL 31, A DISTANCE OF 182.68 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING: 505,607 SQUARE FEET OR 11.607 ACRES, MORE OR LESS. THE BEARINGS AND DISTANCES USED IN THE ABOVE DESCRIPTION ARE GRID AND ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6. TO OBTAIN GROUND DISTANCES, MULTIPLY DISTANCES SHOWN BY 1.00009270. REFERENCE IS HEREBY MADETO MAP 929 -DD ON FILE IN THE OFFICE OF THE RIVERSIDE COUNTY SURVEYOR, RIVERSIDE, CALIFORNIA. SEE T I ACHED EXHIBIT "B" APPROVED BY: Y No. 5705 = DATE: �� -�S' - O * Exp. 9.30-05 .�'� Page 2 of 2 � �� A G ® N 00-30 -28 E - 49.44' N.T.S. I `'�` O N 13 -41 -47 E - 130.04' S 46 -39`I F \ ® N 34 -22 -27 E - 131.63' zz E ~ � O F S 3� -1 `',- _ IR) �, -- S - 32-47-29 - W (R) �NF ` -- • ` SE 114 SECTION 36 r . ' OF N T. 55., R. 3 w.. S.B.M. co I cV � C1 Q a rZ W N i Q a_ w rL rr 0 0 r 2�z U X w 100' 50'1 50' =;w C;� m ' M ,o LJj C) Ziz r al J __j D f Lu A r 7 r r r PM 146/1 -26 PCL.33 ® N 05 -43 -36 EXHIBIT "B" 10 N 55 -37 -33 W - 53.50' 0 N 36 -15 -37 W - 138.10' 12 N 00 -30 -28 N 07 -03 -00 W - 45.34 E N 55 -37 -33 W - 292.38' 1 ' S�'� O S 74 -28 -28 w - 48.13' ' S 34 -22 -27 W - 131.63' I y1 O S 13 -41 -47 W - 130.04' � �� A G ® N 00-30 -28 E - 49.44' N.T.S. I `'�` O N 13 -41 -47 E - 130.04' S 46 -39`I F \ ® N 34 -22 -27 E - 131.63' zz E ~ � O F S 3� -1 `',- _ IR) �, -- S - 32-47-29 - W (R) �NF ` -- • ` SE 114 SECTION 36 r . ' OF N T. 55., R. 3 w.. S.B.M. co I cV � C1 Q a rZ W N i Q a_ w rL rr 0 0 r 2�z U X w 100' 50'1 50' =;w C;� m ' M ,o LJj C) Ziz r al J __j D f Lu A r 7 r r r PM 146/1 -26 PCL.33 ® N 05 -43 -36 W - 48.13' 10 N 55 -37 -33 W - 53.50' 0 N 36 -15 -37 W - 138.10' 12 N 00 -30 -28 E - 183.50' 13 5 55 -37 -33 E - 440.35' 14 N 85 -22 -58 E - 58.81' 15 N 89 -18 -51 W - 182.68 c ti iry 2 /1 s ee S y"I 2 PM 146/1 -26 PCL.3 1 J* PARCEL i 0785- -002B r J6' T � f 505.607 S0.r � . 11 .607 AC . r f APN 334 - 250 -010 r B / O Q `s .�- S 1 2 - 16 -54 E (R3 �' - -- _ - - - - - - - • S 89 -18 -51 E 374.79' - P.O.C. � . r � W No. 5705 { * Exp. "0-05 r-1 `- T.P.O.B. (SW COR. PCL 31) (N COR, S 1/2. SE 1/4, SEC 36) THIS PLAT 1S AN AID IN LOCATING THE PARCELISI DESCRIBED IN THE PRECEDING DOCUNENT. ALL PRIMARY CAL J$ ARE LqCA7ED IN THE WRITTEN DESCRIPTION. APPROVED BY: DATE' r NOTE: ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION FACTOR OF 1.00009270. P/L — - FOR CURVE DATA SEE SHEET NO.2 COUNTY OF RIVERSIDE TRANSPORTATION DEPT., SURVEY DIV. PAR. NO.: PROJECT NEWPORT ROAD I PREPARED SCALE: DATE: Y: DDD /DHD N.T.S. JULY. 2003 W.O. NO.: A8 -0785 SHEET I OF --2—SHEETS O = 20 -40 -40 R = 276.00' EXHIBIT "B" I I I L = 99.61' 100' WIDE ROAD ESMT. DEDICATED 150�5 L = 64 -01 -18 A ACCEPTED PER PM 146/1 -26 y R = 324.00' W (R1 L = 362.04 N.T.S. N 31 -44 - 1 6 _ _ _ 1� ©� = 61 -49 -56 I 1 /4 SECTION 36 _ ° ^ NE ' N R = 276-00' T. 55.+ R. 3W., S.B.M. 5 ,a I L = 297.45' ��h' X0 1 p v APN 334 - 250 -011 ,��op' ,i r n C Q O = 20 -40 -40 R = 324.00' PM 146/1 -26 1�• ° � , x� H L = 116.9 PCL.33 QE A = 03 -51 -42 ,� pv� ��.• 1ti 3 r �' 1 R = 903.00' �� Q�'/ '�°' '' cc ' 100 L = 60.86' , i� q- X5 2.4' , p 1 i r ti 20- 03--21 O 1p � � " f' a p r � R = 850-00' L = 297.54' Ai ' 0 = 43 -44 -06 R = B11.53' ° ►w L = 619.46' 1 N E -W CTR. SEC. LINE R = 2249.80' ti L = 9.91 O �j, PARCEL 505,607 SOFT. ry e' `� 07$5 -0028 11.607 AC. 414 T �ti F �� `AID S No. 5705 * Exp.9 -30 -05 Cp / ryl: coti o APN 334 - 250 -011 S EE S SE 1/4 SECTION 36 hFC* T. 5S., R. 3W.. S.B.M. I NOTE: ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION FACTDR OF 1.00009270. COUNTY OF RIVERSIDE TRANSPORTATION DEPT, SURVEY J PROJECT NEWPORT ROAD THIS PLAT IS AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE PRECE DOCIDENT. ALL PRIMARY CALLS ARE LOCATED IN THE WRITTEN DESCRIPTION. APPROVED BY: DATE - r� ° � `� PAR. NO.: 0785 -UUZJ PREPARED BY: DDD /D> SCALE: N.T.S. DATE: MAY, 2003 W. NO .: A8 -0785 SHEET _L_ OF —2—SHI EXHIBIT "A" NEWPORT ROAD PARCEL 0785 -002C BEING A PORTION OF PARCEL32 OF PARCEL MAP 21838, AS SHOWN BY MAP ON FILE IN BOOK 146, PAGES 1 THROUGH 26, INCLUSIVE, OF PARCEL MAPS, RECORDS OF THE RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, LYING IN THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 36; THENCE N 00 °35'52 "E ALONG THE EAST LINE OF SAID NORTHEAST QUARTER, ALSO BEING THE EASTERLY LINE OF SAID PARCEL 32, A DISTANCE OF 844.96 FEET TO THE BEGINNING OF A NON - TANGENT CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUSOF 1924.00 FEETAND AN INITIAL RADIAL BEARING OF N 12 0 41'40" W, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17 0 56'11 ", AN ARC DISTANCE OF 602.31 FEET TO A POINT IN THE EASTERLY RIGHT -OF -WAY LINE OF BRIGGS ROAD (100.00 FOOT FULL- WIDTH) AS SHOWN ON SAID PARCEL MAP 21838; THENCE N 05 W ALONG SAID EASTERLY RIGHT -OF -WAY LINE OF BRIGGS ROAD, A DISTANCE OF 166.16 FEET TO THE BEGINNING OF A NON - TANGENT CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 2076.00 FEET AND AN INITIAL RADIAL BEARING OF N 28 0 42'25 "W; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17 °00'06 AN ARC DISTANCE OF 616.02 FEET TO A POINT IN THE EAST LINE OF SAID NORTHEAST QUARTER OF SECTION 36 AND SAID PARCEL 32; THENCE S 00 0 35'52" W ALONG SAID EAST LINE, A DISTANCE OF 15537 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING: 92,582 SQUARE FEET OR 2.125 ACRES, MORE OR LESS. THE BEARINGS AND DISTANCES USED IN THE ABOVE DESCRIPTION ARE GRID AND ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6. TO OBTAIN GROUND DISTANCES, MULTIPLY DISTANCES SHOWN BY 1.00009270. REFERENCE IS HEREBY MADETO MAP 929 -DD ON FILE IN THE OFFICE OFTHE RIVERSIDE COUNTY SURVEYOR, RIVERSIDE, CALIFORNIA. EE A ACHED EXHIBIT Yg" LANDSG9 H APPROVED BY: r n 1 / * No. X705 a DATE: `7 - - E .9 -30.03 Page 1 of 1 EXHIBIT "B" APN 334 -250 -012 1 i N 11 -42-1 9 N.T.S. i PARCEL �'_ (R ` I �r 0785 -002C I s r r r 92.582 SOFT. 1 i 2.125 AC. 6 rD'02 N 50 i 50' `v CIO r ! _ 20 , ° � r loo' a fun D RS r r, � Q TR 0- r 60 � z •�� ,,' \— T.P.O.B. Lu �� ''' 192A • ~ , .�" n ti ' o F- I APN 334 -250 -012 tr Im N gO,, , m m Ln PM 146/1 -26 (,; ` PCL.32 Ld r 100' WIDE ROAD EASEMENT ' O N ,n l PER PM 145/1 -26 ;' j $ U CC i NE 1/4 SECTION 36 z N . i T. 5S., R. 3W., S.B.M. Ln 1 E 1 1 4 COR SEC 36 - - � • % * Y No_ 5705 Exp. 9 -30-03 � 9 oF CAI.�i� GRID DISTANCES BY A COMBINATION FACTOR OF 1.00009270. NOTE: ALL DISTANCES SHOWN HEREON ARE 36 GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING P.O.C.. —'/ 31 p COUNTY OIL RIVERSIDE TRANSPORTATION DEPTH $IIItVE PAR. N0.: 4785 -0(12C * PROJECT: NEWPORT ROAD PREPARED 8Y: OQD /QHO r SCALE: N.T.S. THIS PLAT IS AN AID 1N LOCATING THE PARCEL(S) DESCRIBED IN THE P DATE: JULY. 2003 DDMKNT. ALL PRIMARY CAL S LOCATED IN WITTEN DESCRIPT W.O. NO.: A8 -0785 APPROVED BY: DATE 4t lly SHEET 1 OF SHEET GARY L. ORSO Recorder P.O. Box 751 COUNTY OF RIVERSIDE Riverside, CA 92502 -0751 ASSESSOR- COUNTY CLERK-RECORDER (909) 486-7000 K R http:ltriverside.asrctkmc.com NOTARY CLARITY Under the provisions of Government Code 27361.7, 1 certify under the penalty of perjury that the notary seal on the document to which this statement is attached reads as follows: Name of Notary: Commission #: &-1�6 /-3-1 Place of Execution: le Date Commission Expires: zcan Date: Signatur Print Na ACR 186P- AS4RE0 (Est. 0512003)