08_0577783RwXORDING 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)
11.94510 70 1 0 $1220TR1SAV jw
q w o\-t
L
PROJECT: Clinton Keith Road Widening
PARCEL: 0472 -0298
APN: 963- 060 -024 (portion)
i 4A O — Z.LJC�
T
SLOPE EASEMENT DEED °42
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, an easement over, under, within, and through a portion of Assessor's Parcel Number
963 - 060 -024 in the County of Riverside, State of California referenced as Parcel 0472 -029B and
described on Exhibits "A" and "B ", attached hereto and by this reference incorporated herein, for
slope purposes, subject only to those encumbrances and easements which the County has
accepted.
DOC # 2008 - 057
10/30/2008 @8.00A Fee; NC
Recorded inoffficial1ecords
County o
Larry W. Ward
Assessor, County Clerk & Recorder
11 l l l l 11111 l 11 111 l � l 1
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CTY UNI 41
T:
PROJECT: Clinton Keith Road Widening
PARCEL: 0472 -029B
APN: 963 - 060 -024 (portion)
Dated: 'Ty (y - 1 , Z o043 GRANTOR:
FV CROSSINGS, LP,
A CALIFORNIA LIMITED PARTNERSHIP
By: FDG FINANCIAL, INC.
A CALIFORNIA CORPORATION
By: & - L.=
Fred D. Grimes, President
State of California )
County of pig V DE, )
On - 7 - 7 -( , before me, 13(f1V0 '1V Sc-t2 Inc h , a
N ry Public and for said County and State, personally appeared
`ed p _ 4n mes _ , who 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 and
that by his /her /their signature on the instrument the person(s), or the entity upon behalf of which the
person(s) acted, executed the instrument.
certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing is
true and correct.
WITNESS my hand and official seal ..� Notary Public - California
Riverside County
W , Riverside
ExPkw Jan 14, 2009
Signature
0 [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 o r of the Board of Supervisors on
the date below and the grantee consents to the recordation th e f by ' duly authorized officer.
Date O By:
Robert Fie idM lrector
Department of Facilities Management
FOR PP
ED C
BY: U COUN L - DATE
SY T IA M. GUNZE
EXHIBIT "A'
LEGAL DESCRIPTION
PARCEL 0472 -029B
AN EASEMENT FOR SLOPE PURPOSES LYING WITHIN 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, ALSO 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 "26'29"W ALONG SAID EASTERLY RIGHT -OF -WAY LINE OF BRIGGS ROAD, A
DISTANCE OF 180.54 FEET TO THE TRUE POINT OF BEGINNING;
THENCE S 89 0 56'56 "E, A DISTANCE OF 38.79 FEET;
THENCE S 53 0 30'38 "E, A DISTANCE OF 13.96 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 76 °49'21 "E;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID NON - TANGENT CURVE, THROUGH A
CENTRAL ANGLE OF 4 0 18'54 ", AN ARC DISTANCE OF 119.44 FEET;
THENCE S 12 A DISTANCE OF 29.08 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 76 0 26'35 "W;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID NON - TANGENT CURVE, THROUGH A
CENTRAL ANGLE OF 03 0 10'25 ", AN ARC DISTANCE OF 71.12 FEET;
THENCE S 41 0 33'02 "E, A DISTANCE OF 34.42 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 71
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID NON - TANGENT CURVE, THROUGH A
CENTRAL ANGLE OF 18 0 41'55 ", AN ARC DISTANCE OF 414.47 FEET TO THE BEGINNING OF A
NON - TANGENT CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1608.80 FEET AND
AN INITIAL RADIAL BEARING OF S 53
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID NON - TANGENT CURVE, THROUGH A
CENTRAL ANGLE OF 06 0 41'57", AN ARC DISTANCE OF 188.10 FEET;
THENCE S 00 A DISTANCE OF 59.53 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 44 °43'36"W;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID NON - TANGENT CURVE, THROUGH A
CENTRAL ANGLE OF 071775 ", AN ARC DISTANCE OF 454.88 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 52 "00'35"W;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID NON - TANGENT CURVE, THROUGH A
Pagel of 2
EXHIBIT "A'
LEGAL DESCRIPTION
PARCEL 0472 -029B
(CONTINUED)
CENTRAL ANGLE OF 01 °07'25 ", AN ARC DISTANCE OF 59.70 FEET TO A POINT OF
INTERSECTION WITH THE NORTHERLY RIGHT-OF-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 6.61 FEET;
THENCE N 34 0 51'13 "E, A DISTANCE OF 268.22 FEET;
THENCE N 39 0 31'44 "E, A DISTANCE OF 162.96 FEET;
THENCE N 42 °06'42 "E, A DISTANCE OF 109.99 FEET;
THENCE N 40 "45'32"W, A DISTANCE OF 227.08 FEET;
THENCE N 26 A DISTANCE OF 215.54 FEET;
THENCE N 20 A DISTANCE OF 134.75 FEET;
THENCE N 38 A DISTANCE OF 49.39 FEET;
THENCE N 14 A DISTANCE OF 96.15 FEET;
THENCE N 03 A DISTANCE OF 60.12 FEET;
THENCE N 22 A DISTANCE OF 82.18 FEET;
THENCE N 86 0 28'04 "W, A DISTANCE OF 39.69 FEET TO A POINT OF INTERSECTION WITH SAID
EASTERLY RIGHT -OF -WAY LINE OF BRIGGS ROAD;
THENCE N 00 °26'29 "E ALONG SAID EASTERLY RIGHT -OF -WAY LINE OF BRIGGS ROAD, A
DISTANCE OF 21.30 FEET TO THE TRUE POINT OF BEGINNING.
CONTAINING: 29,653 SQUARE FEET, OR 0.681 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 ATTAC ED EXHIBIT "A"
APPROVED BY:
DATE:
Page 2 of 2
N.T.S.
EXHIBIT "B"
SECTION 6
T.7S.. R .2W..S.B. M.
50'I ' i — P.O.C.(NW COR PCL 4)
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16
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15
14 5 - g 3°
IN PARCEL
n 0472 -0298 0, 'o
r . 29.653 SOFT. 0 O
13 2�, 0.681 AC.
cc 12
W
C �
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1
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9
1 Q
1
INST.NO. 772433.
REC. 9 -19 -2005
APN 958 - 230 -014
SEE SHEET 3
FOR DIMENSION
DATA
NOTE:
ALL DISTANCES SHOWN HEREON ARE
GRID DISTANCES. GROUND DISTANCES
MAY BE OBTAINED BY MULTIPLYING
GRID DISTANCES BY A COMBINATION
FACTOR OF 1.000099080.
y� COUNTY OF RIVERMDE TRANSPORTATION DEPT, SURVEY DIV.
N PROJECT CLINTON KEITH ROAD
E 09 -30 -0
f THIS PLAT IS AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE PRECEDING
R- DOCIAENT. ALL PRIMARY CALLS ARE LOCATED IN THE lit TTEN DESCRIPTION.
O
APPROVED BY 4 � , Z �� "��
PAR. NO.: 0472-0295
PREPARED BY: DDD /KDT /TFR
SCALE* N.T.S.
DATE MAY. 2008
w.a. N a.: B2 -0472
SHEET 1 OF SHEETS
EXHIBIT "B"
SECTION 6
T.7S.. R.2w..S.B.M.
PM 18/17
PCL 4
c
D /
INST.NO. 772433.
REC. 9 -19 -2005 10
APN 958 -230 -014
9 6� /
0472029 8
29,653 SO.FT. /
0.681 AC. /� / �•�L
` s
/ E
f / N 52_01 -01 _a) R )_ 3575'
- � - - N 52 -D0 -35 W (R) 30g4' RAD
SEE SHEET 3
7 F j S =Da =oD W «) FOR DIMENSION
DATA
N'LY R/W BENTON RD. AS ADOPTED NOTE:
BY RESOLUTION PER S.M.B. 40, PG. 239,
DATED 5 -3 -1948 ALL DISTANCES SHOWN HEREON ARE
GRID DISTANCES. GROUND DISTANCES
MAY BE OBTAINED BY MULTIPLYING
�N�,S GRID DISTANCES BY A COMBINATION
D. FACTOR OF 1.000099080.
COUNTY OF RIVERSIDE TRANSPORTATION DEPT', SURVEY DIV PAR N O.: 0472 -029B
x
No 5705 PROJECT CLINTON KEITH ROAD PREPARED BY: ODD /KDT /TFR
Exp. 9 SCALE: N.T.S.
THIS PLAT 15 AN AID IN LOCATING THE PARCEL151 DESCRIBED IN THE PRECEDING
¢ DOCUIEIIT. ALL PRl11Afl'f CALLS ARE LOCATED IN illE tl¢ITTEN DESCRIPTION. DATE: MAY. 2008
o ° w. a. Na.: 82 -0472
APPROVED BY" DATE r �' SHEET -L- OF SHEETS
-- -CURVE DATA -- --
CAUNTY OF RIVERSIDE TRANSPORTATION DBPC, SURVEY DIV.
DELTA
RADIUS
TANGENT
LENGTH
A
04 -18 -54
1586.00'
- - - --
119.44'
6
03 -10 -25
1284.00'
- - - --
71.12'
C
18 -41 -55
1270.00'
- --- - --
414.47'
D
06- 41--57
1608.80'
- - - --
188.10'
E
07 -17 -25
3575.00'
- - - --
454.88'
F
01 -07 -25
1 3044.00'
- - - --
59.70'
EXHIBIT "B"
NOTE:
ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND DISTANCES
�N�1� MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION
FACTOR OF 1.000099080.
CAUNTY OF RIVERSIDE TRANSPORTATION DBPC, SURVEY DIV.
-- -LINE DATA -- --
0472 -029B
BEARING
DISTANCE
r3
S
00 -26 -29
W
180.54'
2
S
89 -56 -56
E
38.79'
DATE:
S
53 -30 -38
E
26.47'
4
S
12 -39 -07
W
29.08'
5
S
41 -33 -02
E
34.42'
6
S
00 -51 -45
W
59.53'
7
N
89 -41 -49
W
8.61'
8
N
39 -31 -44
E
162.96'
9
N
42 -06 -42
E
109.99'
10
N
40 -45 -32
W
227.08'
11
N
26 -47 -42
W
215.54'
12
N
20 -06 -04
W
134.75'
13
N
38 -02 -00
W
49.39'
14
N
14 47--57
W
96.15'
15
N
03 -58 -34
W
60.12'
16
N
22 -30 -09
W
82.18'
17
N
86 -28 -04
W
39.69'
18
N
00 -26 -29
E
21.30'
EXHIBIT "B"
NOTE:
ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND DISTANCES
�N�1� MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION
FACTOR OF 1.000099080.
APPROVED BY ;Y X ,_ DATE : - / - L -. 1 SHEET 3 OF SHEETS
CAUNTY OF RIVERSIDE TRANSPORTATION DBPC, SURVEY DIV.
PAR. NO.:
0472 -029B
*
No. 5705
PREPARED BY:
DOD /KDT /TFR
PROJECT: CLINTON KEITH ROAD
E 09 -30 -
SCALE:
N.T.S.
THIS PLAT IS AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE PRECEDING
DATE:
MAY. 2005
�0
DOCLNENT. ALL PRIMARY C s ARE LOCH IN THE ITTEN DESCRIPTION.
I nc r�L�
W.O. NO.:
82 -0472
APPROVED BY ;Y X ,_ DATE : - / - L -. 1 SHEET 3 OF SHEETS