00_0501868FN -R+
Bodine Drive & Andover Drive
CERTIFICATE of ACCEPTANCE of EASEMENT
(GOVERNMENT CODE SECTION 27281)
5 IS TO CERTIFY that the interest in real
party granted by the easement dated Z o from
See Owners Below, to the COUNTY OF RIVERSIDE, is hereby
accepted for the purpose of vesting title In the County of
Riverside on behalf of the public for public road and utility
uses, and subject to Improvements In accordance with
County standards, will be included into the County Maintained
Road System by the undersigned on behalf of the Board of
Supervisors pursuant to the authority contained In County
Ordinance No. 669. Grantee consents to recordation thereof
by its duly authorized officer.
Dated: 2 / A COUNTY OF RIVERSIDE
By: !, Z.—ZJ
David E. Barnhart
Director of Transportation
EASEMENT
FOR RECORDERS USE
THIS INSTRUMENT IS FOR
THE BENEFIT OF THE
COUNTY OF RIVERSIDE AND
ENTITLED TO BE
RECORDED WITHOUT FEE.
(GOV. CODE 6103)
RETURN TO RIVERSIDE
COUNTY SURVEYOR
OFFICE.
DOC N ZOOO —SO %S68
12/18/2000 WON Fse:NC
Page 1 of 6
Recorded in Official Records
County of Riversids
Wry L. Orso
Assessor, County Clerk & Recorder
M
5
U
PAGE
WE
DA
POOR
NOCOR
$W
MSc.
I
A
R
L
COPY ! LONG
RE FVNC
WHO
.
0
THE DORI G. CREE TRUST DATED SEPTEMBER 4 1987 who acquired title as Dori Cree
Johnson) as to an undivided 5 /8ths interest: and EDWIN CALVIN CREE, TRUSTEE OF THE EDWIN
CALVIN CREE TRUST, ESTABLISHED AUGUST 30. 1990, as to an undivided 3 /8ths interest
Grant(s) to the County of Riverside an easement for public road and drainage purposes, including public
utility and public services purposes, over, upon, across, and within the real property in the County of
Riverside, State of California, described as follows:
SEE LEGAL DESCRIPTION ATTACHED HERETO
AS EXHIBITS "A" THROUGH "C' AND MADE A PART HEREOF
DATED: Z `� i
DORI G. E
DATED: �3 - 0`1 - 0
EDWIN CALVIN CREE
1�
i
ARI
STATE OF California
COUNTY OF Riverside
On March 27, 2000 before me, Ada Jazmin Rocha, Notary Public
personally appeared Dori G. Cree and Edwin Calvin Cree
personally known to me for 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.
ADA JAZMW ROCMA
comet. *1208M M
c! Notary Pubi rrCal forma CD
W ( %My RNERSIDE COLfM
Canm. E cp. Jan. 17, 2003
(This area for notarial seal)
inu�wiu��uuiiweuuii�naquii �• =�°a��_
EXHIBIT " A "
ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE UNINCORPORATED
TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA,
DESCRIBED AS FOLLOWS:
PORTIONS OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF
SECTION 13, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE
AND MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
PARCEL 1 (BODINE DRIVE)
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTH HALF OF SAID
SOUTHWEST QUARTER;
THENCE S 89 E ALONG THE NORTH LINE OF SAID SOUTH HALF FOR A
DISTANCE OF 166.30 FEET TO THE TRUE POINT OF BEGINNING;
THENCE, FROM SAID TRUE POINT OF BEGINNING, N 15 0 26'42"W FOR A
DISTANCE OF 80.01 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE
RIGHT, CONCAVE SOUTHERLY AND HAVING A RADIUS OF 50.00 FEET;
THENCE ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF
206 0 29'11 ", FOR AN ARC DISTANCE OF 180.19 FEET;
THENCE S 11 FOR A DISTANCE OF 83.04 FEET TO A POINT ON SAID
NORTH LINE BEARING S 89 0 23'32" E A DISTANCE OF 60.06 FEET FROM THE
TRUE POINT OF BEGINNING;
THENCE S 01 0 59'00" E FOR A DISTANCE OF 9.47 FEET;
THENCE N 89 FOR A DISTANCE OF 30.03 FEET;
THENCE S 01 °59'00" E FOR A DISTANCE OF 14.05 FEET;
THENCE N 89 FOR A DISTANCE OF 30.03 FEET TO A POINT BEARING
S 01 A DISTANCE OF 23.39 FEET FROM THE TRUE POINT OF
BEGINNING;
THENCE N 01 0 59'00" W FOR A DISTANCE OF 23.39 FEET TO THE TRUE POINT OF
BEGINNING;
PARCEL 2 (ANDOVER DRIVE)
COMMENCING AT THE NORTHEAST CORNER OF THE SOUTH HALF OF SAID
SOUTHWEST QUARTER;
THENCE N 89 ALONG THE NORTH LINE OF SAID SOUTH HALF FOR A
DISTANCE OF 175.17 FEET TO TRUE POINT OF BEGINNING;
1 1 11111 11111111111111111111111111111111 III 111111111 Jill 28 @8 -581 868
THENCE, FROM SAID TRUE POINT OF BEGINNING, N 15 0 2422" W FOR A
DISTANCE OF 80.03 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE
RIGHT, CONCAVE SOUTHERLY AND HAVING A RADIUS OF 50.00 FEET;
THENCE ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF
206 °29'10 ", FOR AN ARC DISTANCE 180.19 FEET;
THENCE S 11 FOR A DISTANCE OF 83.01 FEET TO A POINT ON SAID
NORTH LINE BEARING S 89 E A DISTANCE OF 60.06 FEET FROM THE
TRUE POINT OF BEGINNING;
THENCE S 01 0 56'51" E FOR A DISTANCE OF 82.13 FEET;
THENCE S 88 0 03'09" W FOR A DISTANCE OF 30.00 FEET;
THENCE N 01 0 56'51" W FOR A DISTANCE OF 71.97 FEET;
THENCE N 89 0 16'09" W FOR A DISTANCE OF 30.03 FEET TO A POINT BEARING
S 01 0 5651" E A DISTANCE OF 1144 FEET FROM THE TRUE POINT OF
BEGINNING;
THENCE N 01 FOR A DISTANCE OF 11.44 FEET TO THE TRUE POINT OF
BEGINNING;
PREPARED BY:
#.
WILLIAM H. WARNER, R.C.E. 23256
P.N. CS302M&M M) (JER)
CO -C'WY DOCUMENMWARNER ENGINEER WMLENTS 6 AGENCEMDEVON OROUPMEG PCLS ! R 2 REV
EXHIBIT "B"
40
PARCEL 1
(BODINE DRIVE)
f
TtjjS DOCUM rRREYQWED BY
r � s R.
$Y• L1ERlTY =
GRAPHIC SCALE] �-
0 40 80 120
SCALE: 1 INCH = 40 FEET
PP�flFE
X-
I/
clvti�.��f
O
POC. NW CORNER
N O
S1/2 SW1 /4 NW1 /4
to
SEC. 13, T6S, R7E, SBM
Z
��- N89'23'32'W 166.30'
40.04' to
NO 1'59'00"W
23.39'
W N89' 16'09"W
N
F— o
17) to
0 0 15
U) o
Y cy, N
O
40' 15'
PARCEL 1
3 a,
O„ v ;
O NC
0) o M
rn aci
Z
z
•OB
60
30.03
30'
3
o °°
O?
tC! �
N
O
z
30'
Q
o
0 • Z
MB
'R= 50.00'
A= 206 1 1 "
L= 180.19'
Jw
NORTH LINE
S1/2 SW1 /4
NW1 /4
�p-- NO 1'59'00 "W
9.47'
N89'23'32 "W
489' 16'09'V -
1'59'00"W
14.05'
16
L -
1 111111 IIII 1111111111111111111!!I 11111 IIII
EXHIBIT "C"
PARCEL 2 _
��
TIi15 ' F SENT REVEMED BY
(ANDOVER DRIVE)
RNt` VEYOR.
Dom
ICY•
DA
_ZT oc�
GRAPHIC SCALE _v
40 0 40 80 120
Ash-
....r
s
SCALE: 1 INCH = 40
FEET
R= 50.00'
4= 206'29'10"
L= 180.19'
��
31��/� L
NORTH LINE
S1/2 SW1 /4 NW1 /4
*
Z
1 1.44'
N89'11 6'09"W
125
26
oq %—
o c
cn POC: NE CORNER
co S /2 SW1 /4 W1 /4
r
Ul) SEC. 13. T6S, R7E, SBM
io
I "' N89'23'32)N
.06' 175.17'
3' 115.11' —
30'
� 30' �
in M
ul w r cl
• r 0
p n Z
Z
1 30.00'
Tilyk-c"ll Ni 0.
M
1 111111111111111f 111111 111111 111 1111111 III (IIII IIII IIII �z � gl�� a01�$$� ®�
N88' 03'09 "E
o °
n
115.00'
65