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04_0446151Recorded 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 6103) (space a OOC tit 2004 - 0446151 08/10/2004 05:00A Fee= Page Iof5 Recorded in Official Records County of Riverside Gary L. Orso Assessor, County Clerk 5 Recorder 1111111111111111111111111111111111111111111111111111111 C PROJECT: NEWPORT ROAD IMPROVEMENT L1C PARCEL: 0785 -019B APN: 461 -210 -007 (Portion) EASEMENT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, WINCHESTER VALLEY 40, LLC AND BENEFICIAL INTEREST OF THE PUEBLO BANK AND TRUST COMPANY GRANT(S) to the COUNTY OF RIVERSIDE, a political subdivision, a perpetual slope easement over, under, including, but not limited to, maintenance, construction, operation, reconstruction, including ingress and egress for the real property in the County of Riverside, State of California, described as: See legal description and plat map attached hereto and made a part hereof as Exhibits "A" and "B" see ■���e ®e C PROJECT: NEWPORT ROAD IMPROVEMENT L1C PARCEL: 0785 -019B APN: 461 -210 -007 (Portion) EASEMENT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, WINCHESTER VALLEY 40, LLC AND BENEFICIAL INTEREST OF THE PUEBLO BANK AND TRUST COMPANY GRANT(S) to the COUNTY OF RIVERSIDE, a political subdivision, a perpetual slope easement over, under, including, but not limited to, maintenance, construction, operation, reconstruction, including ingress and egress for the real property in the County of Riverside, State of California, described as: See legal description and plat map attached hereto and made a part hereof as Exhibits "A" and "B" PROJECT: NEWPORT ROADIMPROVEMENT PARCEL: 0785 -0198 APN: 461 -210 -007 (Portion) Dated: STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE )ss WINCHESTER VALLEY 40, LLC By: a Stephenson, Managing Partner M On g l� , before me, k tMcLf, n �. �o C C a Notary Public in and for said County and State, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) islare subscribed to the within instrument and acknowledged to me that helshe /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. WITNES; Signature twin S. MOREL COM&slon # 1293126 No" PAAc - Cd Mia Riverskle cou* M CAMM- Eq*m Feb 21, 20 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 6— 9- By: ICHAEL STER, Director Department F cilities Management PROJECT: NEWPORT ROAD IMPROVEMENT PARCEL: 0785 -019B APN: 461 -210 -007 (Portion) Dated: BENEFICIARY: THE PUEBLO BANK AND TRUST COMPANY By: By: (2.% N wV-roC STATE OF C�AE:FFGFWIA ) COUNTY OF )ss On , a Notary before me, J'�'t ffla:u'� — Public in and for said County and State, personally appeared j 4i 5? r/v u z Z k 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. m hand and official seal op r 2 9498 v EXHIBIT "A" NEWPORT ROAD PARCEL 0785 =019B AN EASEMENT FOR SLOPE PURPOSES LYING WITHIN PARCEL 1 OF PARCEL MAP16456 AS SHOWN BY MAP ON FILE IN BOOK 111, PAGE 36 OF PARCEL MAPS, RECORDS OF THE RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, LYING IN SECTION 33, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTERLINE INTERSECTION OF PATTON AVENUE (50.00 FOOT HALF - WIDTH) AND ADAMS STREET (30.00 FOOT HALF - WIDTH) AS SHOWN ON SAID PARCEL MAP 16456; THENCE SO4 0 18'39 "E, ALONG THE CENTERLINE OF SAID ADAMS STREET, A DISTANCE OF 78.99 FEET; THENCE N85 0 41'21 "E, A DISTANCE OF 30.00 FEETTO AN ANGLE POINT IN THE EASTERLY RIGHT - OF -WAY LINE OF SAID ADAMS STREET, ALSO BEING THE EASTERLY LINE OF LOT "B" AS SHOWN ON SAID PARCEL MAP16456; THENCE N44 °02'10 "E, ALONG SAID EASTERLY LINE OF LOT "B ", A DISTANCE OF 18.21 FEET TO THE TRUE POINT OF BEGINNING; THENCE N44 °02'10 "E, CONTINUING ALONG SAID EASTERLY LINE OF LOT A DISTANCE OF 7.57 FEETTOTHE BEGINNING OFA NON-TANGENT CURVE, CONCAVE NORTHERLY, HAVINGARADIUS OF 2076.00 FEET AND AN INITIAL RADIAL BEARING OF S07 0'06 THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 01 °25'38 ", AN ARC. DISTANCE OF 51.72 FEET TO A POINT IN THE SOUTHERLY RIGHT -OF -WAY LINE OF SAID PATTON AVENUE; THENCES89 °31'05 "E, ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, A DISTANCEOF 47.95 FEET; THENCE S83 0 22'26 "W, A DISTANCE OF 105.14 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING: 427 SQUARE FEET OR 0.010 ACRE, MORE OR LESS. THE BEARINGS AND DISTANCES USED IN THE ABOVE DESCRIPTION ARE GRID AND ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM, ZONE 6. TO OBTAIN GROUND DISTANCES, MULTIPLY DISTANCES SHOWN BY 1.00009270. REFERENCE IS HEREBYMADE TO MAP 929 -DD ON FILE IN THE OFFICE OFTHE RIVERSIDECOUNTY SURVEYOR, RIVERSIDE, CALIFORNIA. SEE ATTACHED EXHIBIT "B" p LAN APPROVED BY: r = z DATE: -7— No. 5705 � � �� ' EXP. 9-30 -03 Page 1 of 1 11111 VYYMIIN��9�YIIINI ���d "� r N.T.S. T, CD �0 m� N to co 0 30' r' co rn o � {/1 1 LA o, rn m r -te — -- - -- -~ -~ N - �--C /L PATTON AVENUE N — -- -- - - -- C/L --- --------- - - - --- — - - ---_— - - - - -- .r.�.8. .N ST C/L —(Ex 1 ST I N l Q � � o LOT A PER PM 111/36 — — — — — — — - – — rn P.O.C. — `\ q — A 5 -7 - ® A= 01 -25 -38 R = 2076.00' L = 51.72' 30' EXHIBIT "B" SECTION 33 T. 5S., R. 2W., S.B.M. 40' R/W PER DEED BK. 544. PG. 194. REC. 12 -7 -1922 r QA IREALIGNE� �_— NEW pO�t� r - 105. 5 83-22 -26 W S ti . 19. � ti ( PA RCEL :0:7:5 - 019 427 S0. FT. 0.010 AC. S APN 461 -210 -007 x g PM 111/36 PCL. 1 o0 W w O S O4 -18 -39 E - 78.99' O N 85 -41 -21 E - 30.00' O N 44 -02 -10 E -- 18.21' N 44 -02 -10 E - 7.57' (D S 89 -31 -05 E - 47.95' 1 30' R/W PER %NO D * Y No. 5705 = I±xp.9 - 30 - 03 PM 111/36 NQTE: 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 - 019H PROJECT NEWPORT ROAD PREPARED BY: DDD /DHD SCALE: N.T.S. THIS PLAT IS AN AID IN LOCATING THE PARCELES) DESCRIBED IN THE PRECEDING JDATE: DOCUMENT. ALL PRIMARY CALLS ARE LOCATED IN THE WRITTEN DESCRIPTION. JULY 2003 w. o. NO.: AB -0785 APPROVED BY• DATE 3 SHEET 1 OF -1 SHEET