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03_0998481Recorded at request of and return to: Department of Facilities Management Real Estate Division On behalf of the Transportation Department 3133 Mission Inn Avenue Riverside, California 92507 -4199 FREE RECORDING This instrument is for the benefit of the County of Riverside, and is entitled to be recorded without fee. (Govt. Code 5103) (Space above this line reser COPY 1 SONG I REFUND ,HG E%f�1 PROJECT: NEWPORT ROAD IMPROVEMENT PARCEL: 0785 -018A APN: 461 -200 -019 (Portion) 1 9 1 GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, PAUL GARRETT, A MARRIED MAN AS HIS SOLE AND SEPARATE PROPERTY GRANT(S) to the COUNTY OF RIVERSIDE, a political subdivision, the real property in the County of Riverside, State of California, described as: DOC a 2003 -- 990481 12/23/2003 08:00A Fee:NC Page 1 of B Recorded in Official Records County of Riverside Gary L. Orso Assessor, County Clerk & Recorder 1 111111 111111 1111 111111 1111 11111 1111111 I I 1 11111 1111 1111 PAGE 5lLE OA PCOR NOCGR_ 5MP MISC. ... .. See legal description and plat map attached hereto and made a part hereof as Exhibits "A" and "B" PROJECT: NEWPORT ROAD IMPROVEMENT PARCEL: 0785 -018A APN: 461 -200 -019 (Portion) Dated: stZct[o STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE )ss On N; ,% C_ L -H personally appeared a before me, c;TV f- - 11"7 1 _ Public in and for said County and State, personally known to me (or- proved- to - me -on- the- b- asis-of- satisfactory -- evidence) to be the person(s whose name(g�is /al* subscribed to the within instrument and acknowledged to me that he /shy /tl y executed the same in his /h4 /th 'dir authorized capacity(io), and that by his /h6lth ... signature(T) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. CERTIFICATE OF ACCEPTANCE CNS:sh 8122103 8.480 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 By:_ PAUL GARRETT a ` By. MICR LVESTER, Director Dep rt ent of Facilities Management V;,0m EXHIBIT "A" NEWPORT ROAD PARCEL 0785 -018A BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 33, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SAID SECTION 33; THENCE N 00 0 39'51 " E ALONG THE WESTERLY LINE OF SAID NORTHEAST QUARTER OF SECTION 33, SAID WEST LINE ALSO BEING THE CENTERLINE OF RICE ROAD (40.00 FEET WIDE) AS GRANTED TO THE COUNTY OF RIVERSIDE FOR ROAD PURPOSES BY DEED RECORDED DECEMBER 7, 1922, IN BOOK 544, PAGE 194 OF DEEDS, RECORDS OF THE RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, A DISTANCE OF 860.25 FEET; THENCE S 89 0 20'09" E, A DISTANCE OF 20.00 FEET TO A POINT IN THE EASTERLY RIGHT -OF -WAY LINE OF SAID RICE ROAD, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE N 00 0 39'51 " E ALONG SAID EASTERLY RIGHT -OF -WAY LINE, A DISTANCE OF 385.13 FEET; THENCE S 89 0 20'09" E, A DISTANCE OF 27.00 FEETTO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 803.00 FEET AND AN INITIAL RADIAL BEARING OF N 89 0 20'10" W; THENCE SOUTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 25 °39'32", AN ARC DISTANCE OF 359.61 FEET; THENCE S 24 °59'41" E, A DISTANCE OF 161.74 FEET; THENCE S 69 0 18'15" E, A DISTANCE OF 58.69 FEET; THENCE N 65 0 00'19" E, A DISTANCE OF 1143.24 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHERLY AND HAVING A RADIUS 2076.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25 °21'36, AN ARC DISTANCE OF 918.87 FEET; THENCE S 89 0 38'05" E, A DISTANCE OF 401.27 FEET; THENCE N 45 0 21'55" E, A DISTANCE OF 32.53 FEET TO A POINT 65.63 FEET WESTERLY OF, AS MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF WINCHESTER ROAD (STATE HIGHWAY79) 100.00 FOOT WIDE FULL WIDTH), AS GRANTED TO THE COUNTY OF RIVERSIDE FOR ROAD PURPOSES BY DEED RECORDED JANUARY 18, 1949, IN BOOK 1045, PAGE 74 OF OFFICIAL RECORDS, RECORDS OF SAID RECORDER OF RIVERSIDE COUNTY; THENCE N 00 0 21'55" E, PARALLEL WITH AND 65.63 FEET W OF SAID CENTERLINE OF WINCHESTER ROAD (STATE HIGHWAY 79), A DISTANCE OF 231.94 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE EASTERLY AND HAVING A RADIUS OF 315.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11 11 2516 ", AN ARC DISTANCE OF 62.79 FEET TO A POINT OF REVERSE CURVATURE, SAID REVERSE CURVE BEING CONCAVE WESTERLY, HAVING A RADIUS OF 291.00 FEET AND AN INITIAL BEARING OF S 78 °12'49 "E; THENCE NORTHERLY ALONG SAID REVERSE CURVE THROUGH A CENTRAL ANGLE OF 11 °25'16, AN ARC DISTANCE OF 58.01 FEET; THENCE S 89 0 38'05 "E, A DISTANCE OF 3.63 FEET TO A POINT IN THE WESTERLY RIGHT -OF -WAY LINE OF SAID WINCHESTER ROAD (STATE HIGHWAY 79); Page 1 of 2 111111111111111111111111111111111111111111111111111111 1 "m� ;" e EXHIBIT "A" NEWPORT ROAD PARCEL 0785 -018A (CONTINUED) THENCE S 00 °21'55" W ALONG SAID WESTERLY RIGHT -OF -WAY LINE, A DISTANCE OF 579.02 FEET; THENCE N 52 °17'09" W, A DISTANCE OF 52,88 FEET; THENCE N 89 0 38'05" W, A DISTANCE OF 361.60 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHERLY AND HAVING A RADIUS OF 566.00 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 06 0 02'12 ", AN ARC DISTANCE OF 59.63 FEET; THENCE N 83 0 35'53" W, A DISTANCE OF 18.80 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHERLY AND HAVING A RADIUS OF 259.00 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 08 °26'09", AN ARC DISTANCE OF 38.13 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE HAVING A RADIUS OF 1912.00 FEET AND AN INITIAL RADIAL BEARING OF N 02 0 02 1 02" W; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 01 °43'08, AN ARC DISTANCE OF 57.36 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE HAVING A RADIUS OF 2088.62 FEET AND AN INITIAL RADIAL BEARING OF N 03 0 45'10" W; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 21 ", AN ARC DISTANCE OF 774.34 FEET; THENCE S 65 0 00'19" W, A DISTANCE OF 916.56 FEET TO A POINT IN THE NORTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID NORTHEAST QUARTER OF SECTION 33; THENCE N 89 0 35'07" W ALONG SAID NORTHERLY LINE, A DISTANCE OF 381.36 FEET; THENCE N 32 0 2722" E, A DISTANCE OF 34.14 FEET; THENCE N 24 °59'41" W, A DISTANCE OF 173.14 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 915.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 00 0 46'01 ", AN ARC DISTANCE OF 12.25 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING: 442,666 SQUARE FEET OR 10.162 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 MADE TO MAP 929 -DD ON FILE IN THE OFFICE OF THE RIVERSIDE COUNTY SURVEYOR, RIVERSIDE, CALIFORNIA. SEE TACHED EXHIBIT "B" APPROVED BY: DATE: U Page 2 of 2 LA :l H ©. No. 5708 Exp. 9- 30 -03 IIIIIIIIIAIIIIIIIIIIIIIIIIIIIIIAIilllllllllllllll - 0 `? 9 a�a' Ow EXHIBIT "B" uj Ln �7. Ln N IO 00 XO z a U_ 1' 1 r ... l Ln I 01 ,o I 0 0 z i i � I v I I I E I � I Z I N i O � QA co w 40' i � I rn M O O 27.00' SECTION 33 S 89 -20 -09 E iR? T. 5S. , R. 2W. , S. B. M. RS 39/39 A = 25 -39 -32 APN 461- 200 -019 R = 803.00' L = 359-61 2 5-21-36 25 -21 -36 0785 - �� 8A R = 2076.00' �\ L = 918.87' 442,666 SOFT. - - T.P.o.B. 10.162 AC. \ N.T.S. PF N 2 S S W 3 �� �.� 65- 21-14-31 N 89 -35 -07 W S R = 2088.62' 7 i ,.381.36' P/L L = 774.34' N. LINE SW 114, a RS 39/39 \� SW 1/4, NE 114, SEC. 33 — 20 �_i���i\ .20' APN 461 - 200-007 z I 1 40' R/W PER I DEED BK.544, 20.00' PG-194, REC. I 12 -7 --1922 I P.O.C. / - - CTR. SEC. 33 - 24 -59 -41 W n 70 S 89- 20--09 E - 20.00' 2O S 24 -59 -41 E - 161.74' O N 32 -27 -22 E - 34.14' O N 24 -59 -41 W - 173.74' PATTON AVENUE (EXISTING) pL�D * No. 5705 Exp. 9-30-03 O , = 00 -46 -01 R = 915.00' L = 12.25' NOTE: ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION FACTOR OF 1.00009270. I-- W W V) LiJ w cn L.J z _ U F- Q ) COUNTY OF RIVERSIDE TRANSPORTATION DEPT., SURVEY DIV. PAR. NO.: 0785 -018A PROJECT NEWPORT ROAD PREPARED BY: DDD /DHD SCALE: N.T.S. THIS PLAT IS AN AID IN LOCATING THE PARCELIS! DESCRIBED IN THE PRECEDING DATE: JULY, 2QQ3 DU L CUUENT. ALL PRIMARY CALLS ARE CATED THE WRITTEN DESCRIPTION. w. 0. NO.: A6-0785 APPROVED BY; DATE• Z SHEET 1 OF 2 - SHEETS C/L z C0 y p N.T.S. I v I --- w w w w V) EXHIBIT "B" SECTION 33 T. 5S. , R. 2W. , S.B.M. 100' R/W PER OR 1045/74, REC. 1 -18- -1949 S 89- -38 -05 E - 3.63' APN 461 -200 -019 PARCEL 0785 -018A 442,666 SQ.FT. 10.162 AC. Q = 25 -21 -36 R = 2076.00' L = 918.87' S 78 -12 (PRC RS 39/39 N 00- 21--55 E - 231.94' N 45--21 -55 E - 32.53' S 89 -38 -05 E 401.27' d� NEWPORT ROAD_ - " (REALIGNED) C /L - - - - -- 6' n N 89 -38 -05 W i rn Lo � Lo w z v Q Q = 21-14-31 R = 2088.62' L = 774.34' ® Q = 11 -25 -16 R = 315.00' L = 62.79' N 89 -38 -05 w N 83 -35 -53 W - 18.80' N 52 -17 -09 W - 52.88' -� 4 02 N 03_45`1~ W (P0 \ 0 = 01 -43 -08 ° W cc ) s R = 1912.00' L = 57.36' © Q = 11- 25-16 © Q = 06 -02 -12 ® Q = 08 - - R = 291.00' R = 566.00' R = 259.00' L = 58.01' L = 59.63' L = 38.13' 1 1 I 1 50' S0'I 100' COUNTY OF RIVERSIDE TRANSPORTATION DEPT., SURVEY DIV. I PREPARED BY DD D/ DH D PROJECT NEWPORT ROAD SCALE: N.T.S. I� DATE: JULY, 2003 E N i i a U � 1 � I � ! c" N I ¢ Q Ln 3t 1= I L 1� o ° 4 cl ! CD V) I I f ` wf � Ln cn N I L.LI � � z J I U I 50' 50' I I I � I � NOTE: ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION FACTOR OF 1.00009270. ,� -, a N0. 5705 xp• 9 -30 -03 Cf� \Q _ ...r- n� D� COUNTY OF RIVERSIDE TRANSPORTATION DEPT., SURVEY DIV. PAR. NO. : 0785 -018A PREPARED BY DD D/ DH D PROJECT NEWPORT ROAD SCALE: N.T.S. THIS PLAT IS AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE PRECEDING DOCUMENT. ALL PRIMARY CALLS RE LOCATED IN THE WRITTEN DESCRIPTION DATE: JULY, 2003 W.O. NO.: A8 -0785 4AND �H APPROVED BY• c DATE � -- SHEET 2 OF 2 SHEETS