00_0226660CERTIFICATE of ACCEPTANCE of EASEMENT
(GOVERNMENT CODE SECTION 27281)
THIS IS TO CERTIFY that the interest in real
1perty granted by the easement dated from
.:ob and Bonnie Kim, 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: e !3 COUNTY OF RIVERSIDE
By: 0 'e_ — J '
David E. Barnhart
Director of Transportation
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.
HOC a 2000-22ssso
06/14/2000 08:00A Fee:NC
Page i of 6
Recorded in Official Records
County of Riverside
Gary L. Or
so
Assessor, County Clerk 8 Recorder
11111 111ill 1111111111111111111111111111 Hill 11111101
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EASEMENT
SEE LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF
DATED:
BO NNIE
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:
CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT
STATE OF CALIFORNIA
COUNTY OF
On before me,
y 1��
said State personal) appeared � � t—)t��.�
Name(s) of Signer(s)
❑ Personally known to me OR V
Y CHRISTINE A. NEWMAN 3
X.
com tit. # 11 64757 M
NOTARY PUPLIC- CAL,FORNiA V
ORAtiGE COUNTY j
My Coy s_ Or rx^ r ,
JAN, 4.2002 S ir
63.1
the undersigned, a Notary Public in and 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
entit n behalf of which the person(s) acted,
exefuted t64 instrument.
hand
Signature
(Area above for official notarial seal)
(Typed or Printed)
Capacity Claimed by Signer Description of Attached Document
L
Individual(s) (Although this information is optional, it could prevent fraudulent
Corporate Officer(s) - Title(s) attachment of this certificate to another document.)
This certificate is for attachment to the document
described below:
Title or type of document
❑ Partner(s)
❑ Attorney -in -Fact
• Trustee(s)
• Guardian /Conservator N"ajtoVI5ages
❑ Other: Date of document
Signer(s) other than named above
Signer is Representing: Name of person(s) or
Entity(ies)
.. ° ". "" I 111111101111 N�II�Y�I�@NMI�I�III�NY ° ..,,
RIGHT -OF -WAY DEDICATION
68TH STREET AND LUCRETIA AVENUE
A PORTION OF PARCEL 1 OF RECORD OF SURVEY AS SHOWN IN BOOK 54, PAGE 82
OF RECORDS OF SURVEY, A PORTION OF LOTS 333 AND 334 OF RIVERDALE ACRES
AS SHOWN IN BOOK 13, PAGES 76 & 77 OF MAP BOOKS AND A PORTION OF THAT
PARCEL OF LAND OF RECORD OF SURVEY AS SHOWN IN BOOK 15, PAGE 59 OF
RECORDS OF SURVEY, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING
WITHIN THE NORTH HALF OF SECTION 29, TOWNSHIP 2 SOUTH, RANGE 6 WEST,
SAN BERNARDINO MERIDIAN DESCRIBED AS FOLLOWS:
PARCEL I
COMMENCING AT THE CENTERLINE INTERSECTION OF 68TH STREET AND
LUCRETIA AVENUE, AS SHOWN ON SAID RECORD OF SURVEY, IN BOOK 54, PAGE
82;
THENCE NORTH 00 °17'00" WEST ALONG THE CENTERLINE OF SAID LUCRETIA
AVENUE, A DISTANCE OF 30.00 FEET;
THENCE SOUTH 89 0 43'00" WEST, A DISTANCE OF 20.00 FEET TO THE POINT OF
INTERSECTION OF THE WEST LINE OF SAID LUCRETIA AVENUE AND THE NORTH
LINE OF SAID 68TH STREET AND THE TRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 89 0 43'00" WEST ALONG SAID NORTH LINE OF 68TH
STREET, A DISTANCE OF 52.74 FEET;
THENCE NORTH 00 WEST, A DISTANCE OF 3.00 FEET;
THENCE NORTH 44 0 43'00" EAST, A DISTANCE OF 35.36 FEET;
THENCE NORTH 00°1700" WEST, PARALLEL WITH SAID WEST LINE OF LUCRETIA
AVENUE, A DISTANCE OF 42.60 FEET TO THE BEGINNING OF A TANGENT CURVE,
CONCAVE EASTERLY, HAVING A RADIUS OF 330.00 FEET;
THENCE NORTHERLY ALONG SAID CURVE, A DISTANCE OF 80.45 FEET, THROUGH
A CENTRAL ANGLE OF 13 0 58'03" TO A POINT OF REVERSE CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 270.00 FEET, A RADIAL LINE TO SAID POINT
BEARS NORTH 76 0 18'57" WEST;
THENCE NORTHERLY ALONG SAID REVERSE CURVE, A DISTANCE OF 65.82 FEET,
THROUGH A CENTRAL ANGLE OF 13 0 58'03 ";
THENCE NORTH 89 0 43'00" EAST, A DISTANCE OF 10.00 FEET TO SAID WEST LINE OF
LUCRETIA AVENUE;
THENCE SOUTH 00 °17'00" EAST ALONG SAID WEST LINE, A DISTANCE OF 215.42
1111111111111111111111 NIN�INYNIMI�I�� �' ��='-
RIGHT -OF -WAY DEDICATION
68TH STREET AND LUCRETIA AVENUE
(CONTINUED)
FEET TO THE TRUE POINT OF BEGINNING.
PARCEL 2
COMMENCING AT THE CENTERLINE INTERSECTION OF 68TH STREET AND
LUCRETIA AVENUE, AS SHOWN ON SAID RECORD OF SURVEY, IN BOOK 54, PAGE
82;
THENCE SOUTH 89 0 43'00" WEST ALONG THE CENTERLINE OF SAID 68TH STREET, A
DISTANCE OF 119.23 FEET;
THENCE SOUTH 00 0 1700" EAST, A DISTANCE OF 33.00 FEET TO THE SOUTH LINE OF
SAID 68TH STREET AND THE TRUE POINT OF BEGINNING;
THENCE NORTH 89 0 43'00" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 102.00
FEET TO A POINT ON A NON - TANGENT CURVE, CONCAVE NORTHERLY, HAVING A
RADIUS OF 70.00 FEET, A RADIAL LINE TO SAID POINT BEARS SOUTH 26°35'58"
EAST;
THENCE WESTERLY ALONG SAID CURVE, A DISTANCE OF 39.45 FEET, THROUGH A
CENTRAL ANGLE OF 32 0 17'34 ";
THENCE NORTH 83 0 49'57" WEST, A DISTANCE OF 52.72 FEET TO THE BEGINNING OF
A TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 100.00 FEET;
THENCE WESTERLY ALONG SAID CURVE, A DISTANCE OF 11.26 FEET, THROUGH A
CENTRAL ANGLE OF 06 TO THE TRUE POINT OF BEGINNING.
PARCEL 3
COMMENCING AT THE CENTERLINE INTERSECTION OF 68TH STREET AND
LUCRETIA AVENUE, AS SHOWN ON SAID RECORD OF SURVEY, IN BOOK 54, PAGE
82;
THENCE NORTH 00 0 1700" WEST ALONG THE CENTERLINE OF SAID LUCRETIA
AVENUE, A DISTANCE OF 245.42 FEET;
THENCE NORTH 89 0 43'00" EAST, A DISTANCE OF 20.00 FEET TO THE EAST LINE OF
SAID LUCRETIA AVENUE AND THE TRUE POINT OF BEGINNING.
THENCE SOUTH 00 0 1700" EAST ALONG SAID EAST LINE, A DISTANCE OF 80.64 FEET
TO A POINT ON A NON - TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS
OF 270.00 FEET, A RADIAL LINE TO SAID POINT BEARS NORTH 76 °31'52" WEST;
i I��III ��Ifl� flllll III IIII I��III II��I III VIII ���� ��!
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06/24 4 4£s 68�98R
RIGHT -OF -WAY DEDICATION
68TH STREET AND LUCRETIA AVENUE
(CONTINUED)
THENCE NORTHERLY ALONG SAID CURVE, A DISTANCE OF 1.01 FEET, THROUGH A
CENTRAL ANGLE OF 00 12'55 ", TO A POINT OF REVERSE CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 330.00 FEET, A RADIAL LINE TO SAID POINT
BEARS SOUTH 76 0 18'57" EAST;
THENCE NORTHERLY ALONG SAID CURVE, A DISTANCE OF 80.45 FEET, THROUGH
A CENTRAL ANGLE OF 13 °58'03 ";
THENCE SOUTH 89 0 43'00" WEST, A DISTANCE OF 10.00 FEET TO THE TRUE POINT
OF BEGINNING.
PARCEL 4
CONOAENCING AT THE CENTERLINE INTERSECTION OF 68TH STREET AND
LUCRETIA AVENUE, AS SHOWN ON SAID RECORD OF SURVEY, IN BOOK 54, PAGE
82;
THENCE NORTH 00 0 1700" WEST ALONG THE CENTERLINE OF SAID LUCRETIA
AVENUE, A DISTANCE OF 48.80 FEET;
THENCE NORTH 89 °43'00" EAST, A DISTANCE OF 20.00 FEET TO SAID EAST LINE OF
LUCRETIA AVENUE AND THE TRUE POINT OF BEGINNING;
THENCE SOUTH 00 EAST ALONG SAID EAST LINE, A DISTANCE OF 36.45 FEET
TO A POINT ON A NON - TANGENT CURVE, CONCAVE WESTERLY, HAVING A
RADIUS OF 70.00 FEET, A RADIAL LINE TO SAID POINT BEARS SOUTH 75 0 40'40"
EAST;
THENCE NORTHERLY ALONG SAID CURVE, A DISTANCE OF 30.35 FEET, THROUGH
A CENTRAL ANGLE OF 24
THENCE NORTH 10 WEST, A DISTANCE OF 6.46 FEET TO THE TRUE POINT OF
BEGINNING.
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68TH 5T
YfCINIT!' YdP
THIS DOCUMENT MEWED )EXISTING
RIVERSIDE COUNTY SURVEYOR
BY' Jr DERJTY
DATE:
j
W
• LINE
I
DIRECTION
F
DISTANCE
L1
S
89'43'0
W
20.00'
L2
S
89'43'0
W
52.74'
L3
N
89'43'0
E
10.00'
L4
N
89'43'Od
E
20.00'
L5
S
00' 17'
E
80,64'
L6
S
8743'
W
10.00'
L7
N
89'43'00"
E
20.00'
LB
N
10'31'i
W
6.46'
L9
S
Qq 1 7'OCr
E
36.45'
L10
S
00'17'0
E
33.00'
L11
N
00'17'0
W
3.00'
20' EXISTING
�� R/W
AR 3
L4
PARCEL 3
c 2
- ~5 75'40.40"
P.O.C. � (,q
L5
Ld
C1
PAR 2
1
PAR 3
I
PAR 4
C5
13
C3
70.00'
39.45'
3717'34
C4
100.00'
11.26'
0927'0
NEW C/L ALIGNMENT
Ui �:
11
N
C6
EXISTING
R
1.01'
OOr12'5
C7
70.00'
30.35'
24!50'34
11 r�'1 ` Z - Fi,-, 41�,:� ACFFFE
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N
— s S 7 _
f�P�fis +^ e f "-� .sue
}
C 1
~
0'
3
Q �
SEE DETAIL
PARCEL 1
a
o
OLD C/L ALIGNMENT-
Q_
Q
ry
N 0(7 17'00" W S
42.60'
b
F, I
b
U
z ��
u)
°
z
T .P.O.B, J
PAR 4
Y ,..
t.
x N 4443'OO" E -
35.36'
I
� f
PARCEL
L8
4
4
Li
-
L 0_o
L9
o 68TH ST. 'Piui'
N 87 E
�^ 119.23'
I T.P.O.B.
11-10 PAR 2
N 89'43'OO" E
102.00'
C4 4 C3
52.72
z PARCEL 2
RN 1 11
17
- ~5 75'40.40"
P.O.C. � (,q
I LENGTH
PAR 1
C1
PAR 2
1
PAR 3
I
PAR 4
\cam
ENGINEERINGO ,
an>a, n�anrsr •tea
•.ague mm"
dim ■ N.M. a.., we. F. N.WL CL m" (Mrl+e-rrri r. (None -
NORTH
r" =509
R/W
C6 AR& — 4T
DETAIL
CsENFeR 0 q
•q: a ..
00 A•
�"A
�•.-OF CAL�..��`��
CURVE
I RADIUS
I LENGTH
I DELTA
C1
330.00'
80.45'
13
C2
270.00'
65.82'
13
C3
70.00'
39.45'
3717'34
C4
100.00'
11.26'
0927'0
C5
330.00'
80.45'
1358'0
C6
270.00'
1.01'
OOr12'5
C7
70.00'
30.35'
24!50'34
DEDICATION EXHIBIT
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