05_0325322Recorded 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)
DOC = ; 0325322
04/26/. 3 08:00A Fee:NC
page 1 of 6
Recorded in Official Records
County of Riverside
Larry W. Ward
Assessor, County Clerk & Recorder
1 VIIII Illllll 111111111111111III 111(111 Ill 111111111 I1ll
M
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PAGE
SIZE
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MISC.
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LONG
REFUND
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EXAM
above this line reservdd for Recorder's
THIS EASEMENT DEED IS BEING RE- RECORDED TO CORRECT A TYPO ON THE
LEGAL DESCRIPTION AND ON THE PLAT MAP THAT WAS ORIGINALLY
RECORDED MAY 17, 2004 DOCUMENT NUMBER 2004 - 0367183
PROJECT: NEWPORT ROAD IMPROVEMENT
PARCELS: 0785 -01BE AND 0785 -018F
APN: 461 -200 -019 (Portion)
EASEMENT DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
PAUL GARRETT, A MARRIED MAN AS HIS SOLE
AND SEPARATE PROPERTY
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:
�Tjj
See legal descriptions and plat maps
attached hereto and made a part hereof
as Exhibits "A" and "B"
PROJECT: NEWPORT ROAD IMPROVEMENT
PARCELS: 0785 -018E AND 0785 -018F
APN: 461 - 200 -019 (Portion)
Dated:
Y�
PAUL GARRETT
GNS:sh
2/20/04
8.480
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE )ss
On - Z '2 L , before me, �V� � -
a Notary Public in and for said County and State,
personally appeared
personally known to me (or b-e provedAo- me-QrL ba ory eve ence) to be the
person whose name) islaWe subscribed to the within instrument and acknowledged to
me that he /sXe /tl$y executed the same in hislhdr /their authorized capacity( ,_ and that
by his /h4/th4ir signature(O-on the instrument the person(FA-or the entity upon behalf of
which the person(acted, executed the instrument.
x.
WITNESS my hand and official seal � A. ROSBY
fl Comm, I" 1477196
NOTARY PUWI: - CALHRNIA
Rw4tc,c'.6Courtly ee4
My Comm, hp a MAR.1�6,2008
Signature._.
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 # 0 6
By:
MICH L LVESTER, Director
Depart ent of Facilities Management
11111111111111111111111111111111111111111111111111111 2 of
EXHIBIT "A"
NEWPORT ROAD
PARCEL 0785 -01 BE
AN EASEMENT FOR SLOPE PURPOSES LYING W ITHIN THE NORTHEAST QUARTER OF SECTION 33,
TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO MERIDIAN, DESCRIBED AS FOLLOWS:
COMMENCING AT THE CENTERLINE INTERSECTION OF W INCHESTER ROAD (STATE HIGHWAY 79)
AS CONVEYED TO THE COUNTY OF RIVERSIDE BY DEED RECORDED JANUARY 18, 1949, IN BOOK
1045, PAGE 74, OF OFFICIAL RECORDS AND DOMENIGONI PARKWAY AS SHOWN ON RECORD OF
SURVEY ON FILE IN BOOK 104, PAGES 62 THROUGH 75, INCLUSIVE, OF RECORDS OF SURVEY,
BOTH BEING RECORDS OF THE RECORDER OF RIVERSIDE COUNTY, CALIFORNIA;
THENCE N 00 0 21'55" E ALONG THE CENTERLINE OF SAID WINCHESTER ROAD, A DISTANCE OF 3.98
FEET;
THENCE N 89 0 38'05" W, A DISTANCE OF 366.93 FEET;
THENCE N 00 0 21'55" E, A DISTANCE OF 76.00 FEET TO THE TRUE POINT OF BEGINNING;
THENCE N 89 0 38'05" W, A DISTANCE OF 122.97 FEET TO THE BEGINNING OF A TANGENT CURVE,
CONCAVE SOUTHERLY AND HAVING A RADIUS OFyaif -FEET
THENCE WESTERLY ALONG SAID CURVE THROUGH A CENT; ANGLE OF 25 0 21'36 ", AN ARC
DISTANCE OF 918.87 FEET;
THENCE S 65 0 00'19" W, A DISTANCE OF 4.20 FEET;
THENCE N 74 0 29'57" W, A DISTANCE OF 36.96 FEET;
THENCE N 65 °00'19" E, A DISTANCE OF 32.31 FEET TO THE BEGINNING OF A TANGENT CURVE,
CONCAVE SOUTHERLY AND HAVING A RADIUS OF 2100.00 FEET;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25 0 21'36 ", AN ARC
DISTANCE OF 929.49 FEET;
THENCE S 89 0 38'05" E, A DISTANCE OF 122.97 FEET;
THENCE S 00 0 21'55" W, A DISTANCE OF 24.00 FEET TO THE TRUE POINT OF BEGINNING.
CONTAINING: 25,569 SQUARE FEET OR 0.587 ACRES, MORE OR LESS.
THE BEARINGS AND DISTANCES USED IN THE ABOVE DESCRIPTION ARE GRID AND ARE BASED
ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6. TO OBTAIN GROUND DISTANCES,
MULTIPLY DISTANCES SHOWN BY 1.00009270,
REFERENCE IS HEREBY MADE TO MAP 929 -DD ON FILE IN THE OFFICE OF THE RIVERSIDE COUNTY
SURVEYOR, RIVERSIDE, CALIFORNIA.
EE
S ATTACHED EXHIBIT "B "`,
APPROVED BY:
DATE: - l
Y
Pagel of 1
III IIIANIIIIII
04/26/2003 �`0
EXHIBIT "B"
I I
N.T.S. 100' R/W PER OR 1045/74, 150'1 50''
REC. 1 -18 -1949 E 1
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7-1 llJ
APN 461 -200 -019
( n - 1
25,569 SO F T.
0.587 AC.
D = 25 -21 -36
R = 2100.00'
L = 929.49'
n \\
NE 1 /
SECTION 33
T. 5S., R. 2W., S.B.M.
RS 39/39
S 89 -38 -05 E
122.97',
0
0
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Ln
Ln
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A Z C2 5 NEWPORT ROAD t REAL I GNED ) T P O.B \ - -- C/L - f-- - - -_ -� -��- - --
N 89 -38 -05 W
��- - r
10 N
00-21 -55
E --
3.98'
O N
89 -38 -05
W
- 366.93'
O N
00-21 -55
E
- 76.00'
® N
89 -38 -05
W
- 122.97'
O S
65 -00 -19
W
- 4.20'
® N
74 -29 -57
W -
36.96'
O7 N
65- -00 -19
E -
32.31'
6
,K'' �••?s�..`�i "It is ':;?.;. �
O L = 25 -21 -36
R 21;1 GIQF' - 2076.00
L = 918.87' i
100'
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1 I
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50'
50'
NOTE:
ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND DISTANCES
MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION
FACTOR OF 1.00009270.
In
I
.I
N
COUNTY OF RIVERSIDE TRANSPORTATION DEPT., SURVEY DIV. PAR, NO.: 0785 -0I8E
PROJECT NEWPORT ROAD PREPARED BY DDD /DHD
SCALE: N.T.S.
THIS PLAT IS AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE PRECEDING DATE JULY 200
DOCUMENT. ALL PRIMARY CALLS ARE LOCATED IN THE WRITTEN DESCRIPTION.
_ W.O. NO.: A8 -0785
APPROVED BY• DATE zs� �� SHEET 1 OF i SHEET
EXHIBIT "A"
NEWPORT ROAD
PARCEL 8785 -018F
AN EASEMENT FOR SLOPE PURPOSES LYING WITHIN THE NORTHEAST QUARTER OF SECTION 33,
TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO MERIDIAN, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 33;
THENCE N 00 °39'51" E, ALONG THE WEST LINE OF SAID NORTHEAST QUARTER OF SECTION 33,
SAID WEST LINE ALSO BEING THE CENTERLINE OF RICE ROAD (40.00 FEET WIDE) AS GRANTED
TO THE COUNTY OF RIVERSIDE FOR ROAD PURPOSES BY DEED RECORDED DECEMBER 7, 1922,
IN BOOK 544, PAGE 194 OF DEEDS, RECORDS OF THE RECORDER OF RIVERSIDE COUNTY,
CALIFORNIA, A DISTANCE OF 582.19 FEET;
THENCE S89 0 20'09" E, A DISTANCE OF 52.81 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING S 89 0 20'09" E, A DISTANCE OF 20.19 FEET TO THE BEGINNING OF A
TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 777.00 FEET;
THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25 °39'32 ", AN ARC
DISTANCE OF 347.96 FEET;
THENCE S 24 E, A DISTANCE OF 153.46 FEET;
THENCE S 69 0 59'47" E, A DISTANCE OF 37.17 FEET;
THENCE N 65 0 00'19" E, A DISTANCE OF 1038.05 FEET;
THENCE S 74 0 29'57" E, A DISTANCE OF 36.96 FEET;
THENCE S 65 0 00'19" W, A DISTANCE OF 1077.44 FEET;
THENCE N 69 0 18'16° W, A DISTANCE OF 58.69 FEET;
THENCE N 24 °59'41" W, A DISTANCE OF 36.49 FEET TO THE BEGINNING OF A TANGENT CURVE
CONCAVE EASTERLY AND HAVING A RADIUS OF 1353.00 FEET;
THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20 0 20'49 ", AN ARC
DISTANCE OF 480.48 FEET TO THE TRUE POINT OF BEGINNING.
CONTAINING: 35,575 SQUARE FEET OR 0.817 ACRE, MORE OR LESS.
THE BEARINGS AND DISTANCES USED IN THE ABOVE DESCRIPTION ARE GRID AND ARE BASED
ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6. TO OBTAIN GROUND DISTANCES,
MULTIPLY DISTANCES SHOWN BY 1.00009270.
REFERENCE IS HEREBY MADE TO MAP 929 -DD ON FILE IN THE OFFICE OF THE RIVERSIDE COUNTY
RECORDER, RIVERSIDE, CALIFORNIA.
EE TACHED EXHIBIT "B "�;
APPROVED BY: ��-
a
.i NCB, 57(35 MC
DATE �. • o -05
Page 1 of 1
1111111 NNIVIIIIIIIIIIIIIIIMIIIIIYIIIIIIIIII U� "`Y�a`�M
EXHIBIT "r
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S 89 -20 -09 E - 52.81'
o — T.P.4.B.
S 89 - - E (R) - 20.19'
NE 114
SECTION 33
T. 5S., R. 2W., S.B.M.
APN 461 - 200 -019
y' 1
5
1
1
\
1
A = 25 -39 -32
R = 777.00'
L = 347.96'
x\ A
PARCEL.
0785 --018F
35,575 SOFT.
0.817 AC.
N.T.S.
z
C'5 ..
o
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1 .,.
G
.fig
N. LINE SW 114.
�- SW 1 /4 , NE 1/4,
P — SEC. 33
3
I
-
P.O.C.
I NW COR. SW 114,
4o' SW 1/4, NE 1/4,
20' SEC. 33
j-�- - 2 0'
I
I 40' R/W PER
DEED BK.544,
PG-194, REC.
12--7 -1922
O p = 20--20 - 49
R = 1353.00' 1O S
24 -59 - 41 E
- 153.46'
L = 480.48' (�5) S
74- -29 -57 E
- 36.96'
O N
69 -18 -16 W
- 58.69'
( N
24- 59--41 W
- 36.49'
.. NOTE
\NIJ ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND DISTANCES
MAY BE FACTOR OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION
T O
o> 0 COUNTY OF RIVERSIDE TRANSPORTATION DEPT., SURVEY DIV. PAR. NO.: 0785 -0188
PROJECT NEWPORT ROAD PREPARED BY: DQD /DHQ
< SCALE: N.T.S.
THIS PLAT IS AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE PRECEDING DATE: FEBRUARY, 2004
r f\1�� ! DOCUMENT. ALL PRIMARY CALLS ARE LOCATED I THE WRITTEN DESCRIPTION.
w.0. NO.: A8 -0785
APPROVED BY' C� D ATE Z -�L`� Cat SHEET OF I SHEET