08_0577782RECORDING REQUESTED BY
STEWART TITLE
Recorded at request of and return to:
Department of Facilities Management
Real Estate Division
On behalf of 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)
11.94710701081220TR\SAV jw
'Too`
- T)TT 4
DOG # 2008 - 0577782
10/3e/20e8 08 —.00A Fee:NC
Page I of 7
Recorded in Official Records
County of Riverside
Larry W. Ward
Aasesaer, County Clerk 6 Recorder
11111111111111111111 IN 111111111101111111111
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PAGE
SIZE
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MISC
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465
426
PCOR
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SMF
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EXAM
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PROJECT: Clinton Keith Road Widening
PARCEL: 0472 -029A
APN: 963 -060 -024 (portion)
GRANT DEED TAA L )-Lq- zLiq IL
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
FV CROSSINGS, LP, A CALIFORNIA LIMITED PARTNERSHIP
GRANT(S) to the COUNTY OF RIVERSIDE, A POLITICAL SUBDIVISION, OF THE. STATE OF
CALIFORNIA, the real property of a portion of Assessor's Parcel Number 963 -060-024 in the County
of Riverside, State of California as more particularly described in Exhibits "A" and LLB ", attached
hereto and by this reference incorporated herein.
PROJECT: Clinton Keith Road Widening
PARCEL: 0472 -029A
APN: 963 -060 -024 (portion)
Dated: &Y_'t 4 2609
GRANTOR:
FV CROSSINGS, LP,
A CALIFORNIA LIMITED PARTNERSHIP
By: FDG FINANCIAL, INC.
A CALIFORNIA CORPORATION
By: '- -' r . L�
Fred D. Grimes, President
State of California )
County of Al'�Jff'5I 0 )
On 7' 7- C ,before me, - - .nA r y !! (eat _' ! a
Noj&ry bli in and for said County and S te, personally appeared
I 1e P b - Go w E-2 _ , who 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 he /she /they executed the same in his/her /their authorized capacity and
that by his/her/their signature on the instrument the person(s), orthe entity upon behalf of which the
person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of Califomia that the foregoing is
true and correct.
9EV;ER1.Y SEARCH
Commkdon # 154"M
WITNESS my hand and official seal. -s Nola Pubic . ww" AJAA Ilk Comfv
lNycomm - Jan 1 4. M
Signature
(SEAL]
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 d By.
Robert Field, Director
Department of Facilities Management
FOJ R ED C NTY COUNS -c��y
BY: �� • � 7
HIA M. G Et_ DATE
EXHIBIT A
LEGAL DESCRIPTION
PARCEL 0472 -029A
BEING A PORTION OF PARCEL 4 OF PARCEL MAP NUMBER 6026, ON FILE IN BOOK 18, PAGE 17, OF
PARCEL MAPS, RECORDS OF THE RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN
THE NORTHEAST ONE - QUARTER OF SECTION 6, TOWNSHIP 7 SOUTH, RANGE 2 WEST, SAN
BERNARDINO MERIDIAN, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID PARCEL 4, SAID NORTHWEST CORNER
LYING ON THE EASTERLY RIGHT -OF -WAY LINE OF BRIGGS ROAD (HAVING AN EASTERLY HALF -
WIDTH OF 50.00 FEET) AS SHOWN ON SAID PARCEL MAP;
THENCE S 00 ALONG SAID EASTERLY RIGHT -OF -WAY LINE OF BRIGGS ROAD, A DISTANCE OF
96.54 FEET TO THE TRUE POINT OF BEGINNING;
THENCE N 80 0 43'44 E, A DISTANCE OF 114.89 FEET TO THE BEGINNING OF A NON - TANGENT
CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS -OF 1510.00 FEET AND AN INITIAL RADIAL
BEARING OF S 80 °43'44"W;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID NON - TANGENT CURVE, THROUGH A CENTRAL
ANGLE OF 34 0 29'27", AN ARC DISTANCE OF 908.98 FEET;
THENCE S 43 °4643 "E, A DISTANCE OF 56.63 FEET TO A POINT OF INTERSECTION WITH THE
NORTHWESTERLY RIGHT -OF -WAY LINE OF STATE HIGHWAY 79 (HAVING A NORTHWESTERLY HALF -
W IDTH OF 55.00 FEET) AS SHOWN ON SAID PARCEL MAP;
THENCE S46 ALONG SAID NORTHWESTERLY RIGHT-OF-WAY LINE OF SAID STATE HIGHWAY79,
A DISTANCE OF 268.64 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHEASTERLY
AND HAVING A RADIUS OF 1555.00 FEET;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID TANGENT CURVE, THROUGH A CENTRAL ANGLE
OF 13 °03'39`, AN ARC DISTANCE OF 354.47 FEET;
THENCE S 57 CONTINUING ALONG SAID NORTHWESTERLY LINE OF STATE HIGHWAY 79 AS
SHOWN ON SAID PARCEL MAP, A DISTANCE OF 23.06 FEET TO A POINT OF INTERSECTION WITH THE
NORTHERLY RIGHT -0F -WAY LINE OF BENTON ROAD (HAVING A NORTHERLY HALF -WIDTH OF 30.00
FEET) ADOPTED BY RESOLUTION PER SUPERVISOR MINUTE BOOK 40, PAGE 239, DATED MAY 3, 1948
AND SHOWN ON SAID PARCEL MAP:'
THENCE N 89 ALONG SAID NORTHERLY RIGHT-OF-WAY LINE OF BENTON ROAD, A DISTANCE OF
13.94 FEET TO THE BEGINNING OF A NON TANGENT CURVE, CONCAVE SOUTHEASTERLY, HAVING A
RADIUS OF 3044.00 FEET AND AN INITIAL RADIAL BEARING OF N 53 °08'00"W;
THENCE NORTHEASTERLY ALONG THE ARC OF SAID NON - TANGENT CURVE, THROUGH A CENTRAL
ANGLE OF 01 °07'25 ", AN ARC DISTANCE OF 59.70 FEET TO THE BEGINNING OF A NON - TANGENT CURVE,
CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 3575.00 FEET AND AN INITIAL RADIAL BEARING OF
N 52 °01'01 "W ;
THENCE NORTHEASTERLY ALONG THE ARC OF SAID NON - TANGENT CURVE, THROUGH A CENTRAL
ANGLE OF 07 °1725 ", AN ARC DISTANCE OF 454.88 FEET;
Page 1 of 2
EXHIBIT A
LEGAL DESCRIPTION
PARCEL 0472 -029A
(CONTINUED)
THENCE N 00 °51'45 "E, A DISTANCE OF 59.53 FEET TO THE BEGINNING OF A NON - TANGENT CURVE NON -
TANGENT CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1608.80 FEET AND AN INITIAL
RADIAL BEARING OF S 46 °25'28"W;
THENCE NORTHWESTERLY ALONG THE ARC OF SAID NON - TANGENT CURVE, THROUGH A CENTRAL
ANGLE OF 06 °41'57, AN ARC DISTANCE OF 188.10 FEET TO THE BEGINNING OF A NON - TANGENT CURVE,
CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1270.00 FEET AND AN INITIAL RADIAL BEARING OF
S 53 °07'35"W;
THENCE NORTHWESTERLY ALONG THE ARC OF SAID NON - TANGENT CURVE, THROUGH A CENTRAL
ANGLE OF 18 °41'55 ", AN ARC DISTANCE OF 414.47 FEET;
THENCE N 41 A DISTANCE OF 34.42 FEET TO THE BEGINNING OF A NON - TANGENT CURVE,
CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1284.00-FEET AND AN INITIAL RADIAL BEARING OF
S 73 °16'10"W;
THENCE NORTHWESTERLY ALONG THE ARC OF SAID NON - TANGENT CURVE, THROUGH A CENTRAL
ANGLE OF 03 °10'25 AN ARC DISTANCE OF 71.12 FEET;
THENCE N 12 °39'07 "E, A DISTANCE OF 29.08 FEET TO THE BEGINNING OF A NON- TANGENT CURVE,
CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1586.00 FEET AND AN INITIAL RADIAL BEARING OF
N 72 °30'27 "E;
THENCE NORTHWESTERLY ALONG THE ARC OF SAID NON - TANGENT CURVE, THROUGH A CENTRAL
ANGLE OF 04 °18'54 ", AN ARC DISTANCE OF 119.44 FEET;
THENCE N 53 °30'38'W, A DISTANCE OF 26.47 FEET;
THENCE N 89 °5656"W, A DISTANCE OF 38.79 FEET TO A POINT OF INTERSECTION WITH SAID EASTERLY
RIGHT-OF-WAY LINE OF BRIGGS ROAD;
THENCE N 00 ALONG SAID EASTERLY RIGHT -OF -WAY LINE OF BRIGGS ROAD, A DISTANCE
OF 84.00 FEET TO THE TRUE POINT OF BEGINNING.
CONTAINING: 103,419 SQUARE FEET, OR 2.374 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
1.000099080 TO OBTAIN GROUND DISTANCE.
REFERENCE IS HEREBY MADE TO RIVERSIDE COUNTY MAP NUMBER 935 -TT, ON FILE IN THE
OFFICE OF THE COUNTY SURVEYOR OF RIVERSIDE COUNTY, CALIFORNIA.
SEE A TXHED EXHIBIT "B"
� f
APPROVED BY: /11
DATE: 5- G - Ot 5
Page 2 Of 2
EXHIBIT "B"
(NW COR PCL 41 S sp�A,
50' - P.O.C.
NTS
I I N'LY LINE PCL 4
T.P.O.B.- Z �-�-
PORTH _. CAL RD I 1
NOTE:
ALL DISTANCES SHOWN HEREON ARE
GRID DISTANCES. GROUND DISTANCES
MAY BE OBTAINED BY MULTIPLYING
GRID DISTANCES BY A COMBINATION
FACTOR OF 1.000099080.
COUN'T'Y OF RIVERSIDE TRANSPORTA71()N DEPT', SURVEY DIV. PAR- NO.: 0472 -029A
PROJECT: CLINTON KEITH ROAD PREPARED BY: ODD /KDT /TFR
SCALE; N.T.S.
THIS PLAT 15 AN AID IN LOCATING THE PARCEL(5t DESCRIBED IN THE PRECEDING OATS: MAY. 2088
MI ENT. ALL PRIMARY L AIIE LOCATED IN WRITTEN DESCRIPTIM.
W.0. NO.: B2 -0472
APPROVED BY DATE' SHEET - ! -- OF SHEETS
SECTION 6
T.M. R.2W..S.B.M.
10
D
PM 18/17
-
50
H
PCL 4
— _
8
4PARCEL
G
103,419 SOFT.
7 626 -
7 / 2.374 AC.
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APN
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INST.NO.
772433.
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REC. 9 -
-2005
�,
SEE SHEET 3
_
�c,�
FOR DIMENSION
0°
�a
nATA
NOTE:
ALL DISTANCES SHOWN HEREON ARE
GRID DISTANCES. GROUND DISTANCES
MAY BE OBTAINED BY MULTIPLYING
GRID DISTANCES BY A COMBINATION
FACTOR OF 1.000099080.
COUN'T'Y OF RIVERSIDE TRANSPORTA71()N DEPT', SURVEY DIV. PAR- NO.: 0472 -029A
PROJECT: CLINTON KEITH ROAD PREPARED BY: ODD /KDT /TFR
SCALE; N.T.S.
THIS PLAT 15 AN AID IN LOCATING THE PARCEL(5t DESCRIBED IN THE PRECEDING OATS: MAY. 2088
MI ENT. ALL PRIMARY L AIIE LOCATED IN WRITTEN DESCRIPTIM.
W.0. NO.: B2 -0472
APPROVED BY DATE' SHEET - ! -- OF SHEETS
SECTION 6
T.M. R.2W..S.B.M.
EXHIBIT "B"
SECTION 6
T.7S., R .M.S.B. M.
APN 958 - 230 - 014
INST.NO. 772433.
REC. 9 -19 -2005
w
} 1 270' RA0
5 53 O SW iRt~ 16413.80E RAD
5 53-67-25 �p E
S46 w _ ( R) _
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{
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t �
W
sW t
SE 3p
,
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1
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0
PM 18/17
PCL 4
N. T. S.
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^ N 44- 4 - 3 - W (R) ro�',`'d►� �.
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B
�% N
,���'t�' PARCEL
0472 -029
103.419 SO.FT.
♦� 2.374 AC.
NW'LY R/W PER PM 18/17
N'LY R/W BENTON RD. AS ADOPTED
BY RESOLUTION PER S.M.B. 40. PG. 239.
DATED 5 -3 -1948
NOTE:
SEE SHEET 3
FOR DIMENSION
D ATA
ALL DISTANCES SHOWN HEREON ARE
GRID DISTANCES. GROUND DISTANCES
MAY BE OBTAINED BY MULTIPLYING
GRID DISTANCES BY A COMBINATION
FACTOR OF 1.000099080.
OOUfM OF RIVERSIDE TRANMRTAT1ON DEPT.. SURVEY DIV. PAR. NO.:
No, 574 PROJECT: CLINTON KEITH ROAD PREPARED BY:
5 SCALE
EXp. 09-30 - 5 THIS PLAT IS All AID IN LOCATING THE PARCELISI DESCRIBED IN THE RiCEOIRC
DOCUMENT. ALL PRIM" CALLS ARE L D IN THE 1RITTEN DESCRIPTION. DATE:
c OF / 05 Mf . 0. N0.
APPROVED BY: A/ _ l t Z _zi_t z / DATE* . SHEET
DDD /KDT /TFR
N .T.S.
MA 2008
B2 -0472
OF .S HEETS
-- -CURVE DATA ---- --
DELTA
RADIUS
TANGENT
LENGTH
A
34 -29 -27
1510.00'
- - - --
908.98'
B
13 -03 -39
1555.00'
-- - --
354.47'
C
01 -07 -25
3044. DO'
- - - --
59.70'
D
07 -17 -25
3575.00'
--- - --
454.88'
E
06 -41 -57
1 608.80'
-- - --
188.10'
F
18 -41 -55
1270.00'
- - - --
414.47'
G
03 -10 -25
1284.00'
-- ----
71.12'
H
04 -18 -54
1586.00'
-- - - --
119.44'
N
41- 33-02
W
34.42'
EXHIBIT "B"
NOTE:
ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND DISTANCES
MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION
FACTOR OF 1.000099080.
COUNTY OF RIVMM TRAI&ORTATION DEPT, SURVBY DIV. PAR. N0.
PROJECT:
KEITH ROAD
I THIS PLAT IS AN AID IN LOCATING THE PARCELISI DESCRIBED IN THE PRECEDING
DWKNT. ALL PRIMARY CALL$ ARE LOCATED IN THE HRITTEN DESCRIPTION.
APPROVED BY
DATE
PREPARED BY: 000 /KDT /TFR
SCALE: N.T.S.
DATE: MAY. 2008
W.O. NO.: B2 -0472
SHEET -I- OF HEFTS
-- -LINE DATA
- --
BEARING
DISTANCE
1
S
00 -26 -29
W
96.54'
2
N 80 -43 -44 E
(R)
114.89'
3
S
43 -45 -43
£
56.63'
4
S
57- -06 -51
W
23.06'
5
N
89 -41 -49
W
13.94'
N
00 -51 -45
E
59.53'
7
N
41- 33-02
W
34.42'
8
N
12 -39-07
E
29.08'
9
N
53 -30 -38
W
26.47'
10
N
89 -56 -56
W
38.79'
11
N
00 -26 -29
E
84.00'
EXHIBIT "B"
NOTE:
ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND DISTANCES
MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION
FACTOR OF 1.000099080.
COUNTY OF RIVMM TRAI&ORTATION DEPT, SURVBY DIV. PAR. N0.
PROJECT:
KEITH ROAD
I THIS PLAT IS AN AID IN LOCATING THE PARCELISI DESCRIBED IN THE PRECEDING
DWKNT. ALL PRIMARY CALL$ ARE LOCATED IN THE HRITTEN DESCRIPTION.
APPROVED BY
DATE
PREPARED BY: 000 /KDT /TFR
SCALE: N.T.S.
DATE: MAY. 2008
W.O. NO.: B2 -0472
SHEET -I- OF HEFTS