03_0998483Recorded 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.
12 /23/2003 99$48
COnfOrmed Grap
Has not been comPared with orlQlnal
Gary L Ors
As$e $sOF, C 6unt y C v
lerk kld Recar
der
(Space above this line
for Recorder's use)
PROJECT: NEWPORT ROAD IMPROVEMENT
PARCELS: 0785 -018B, 0785 -018C AND 0786 -018D
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 drainage
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:
See legal descriptions and plat maps
attached hereto and made a part hereof
as Exhibits "A" and "B"
PROJECT: NEWPORT ROAD IMPROVEMENT
PARCELS: 0785 -0188, 0785 -018C AND 0785 -018D
APN: 461- 200 -019 (Portion)
Dated:
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE )ss
On
?- 4r1
personally appeared
I'
PAUL GARRETT
, before me, V tzro xo R T
a Notary Public in and for said County and State,
A7 7 7'
personally known to me ( ) to be the
person*whose name*is /ar7A subscribed to the within instrument and acknowledged to
me that he /06 the executed the same in his/hefthOr authorized capacity(iXs), and that
by his /heM r signatureA on the instrument the person( &I, or the entity upon behalf of
which the person(s) acted, executed the instrument.
WITNESS my hand and official seal
Sig
CERTIFICATE OF ACCEPTANCE
v�roaa�. vr�temat�
�� rei�la • Cad■
a�rdr eaMMr
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.
cNS:sh Date By:
8122/03 ICHA L ESTER, Director
8.480 Departme t of acilities Management
a
EXHIBIT "A"
NEWPORT ROAD
PARCEL 0785 -018B
AN EASEMENT FOR DRAINAGE 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 S 89 °35'07" E ALONG THE NORTHERLY LINE OF SAID SOUTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 33, A DISTANCE OF 286.71
FEET;
THENCE N 65 0 0019" E, A DISTANCE OF 1074.74 FEET;
THENCE N 24 °59'41" W, A DISTANCE OF 76.00 FEET TO THE TRUE POINT OF BEGINNING;
THENCE N 74 °29'57" W, A DISTANCE OF 490.56 FEET;
THENCE N 11 °22'17" W, A DISTANCE OF 761.21 FEET TO A POINT IN THE SOUTHERLY LINE OF THE
SALT CREEK CHANNELAS CONVEYED TO THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER
CONSERVATION DISTRICT BY FINAL ORDER OF CONDEMNATION RECORDED MARCH 1, 1989, AS
INSTRUMENT NUMBER 63692ANDAS SHOWN ON RECORD OFSURVEY ON FILE IN BOOK70, PAGES
26 THROUGH 33, INCLUSIVE, OF RECORDS OF SURVEY, BOTH BEING RECORDS OF THE
RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, SAID POINT BEING THE BEGINNING OF A NON -
TANGENT CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 1739.83 FEET AND AN INITIAL
RADIAL BEARING OF N 12 11 00 1 07" W;
THENCE EASTERLYALONG SAID SOUTHERLY LINE AND SAID CURVE, THROUGH A CENTRALANGLE
OF 01 °19'02 ", AN ARC DISTANCE OF 40.00 FEET;
THENCE S 11 '22'17 E, A DISTANCE OF 736.62 FEET;
THENCE S 74 0 2957" E, A DISTANCE OF 512.83 FEET;
THENCE S 65 0 00'19" W, A DISTANCE OF 61.60 FEET TO THE TRUE POINT OF BEGINNING.
CONTAINING: 50,027 SQUARE FEET OR 1.148 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 MADETO MAP 929-DD ON FILE IN THE OFFICEOFTHE RIVERSIDE COUNTY
SURVEYOR, RIVERSIDE, CALIFORNIA.
SEE ACHED EXHIBIT °B°
APPROVED BY:
DATE: — Z
LAND S+
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286.71 '
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40' NW COR. SW 1/4,
SW 114. NE 1/4,
I SEC. 33
I 40' R/W PER DEED BK.544,
PG-194. REC. 12-7-1922
fll
RS 70/26 -33 EXHIBIT "B"
S. LINE SALT CREEK CHANNEL PER INST.NQ. 63692, 3 -1 -1989
N 10 -41 -05 w ( R )
�p0�4T W tR q �� w------ - --- --
N 12 �^ NE 114
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SECTION 33
°'N T. 5s.. R. 2w.. S.B.
N
N.T.S.
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Sr2 3S,F
N T 9. 9so „
RS 39/39
T.P.O.B. s
2
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No. 6706
Exp. 9-30-03
RS 39/39
_P /L— —
N. LINE SW 1/4. SW 1/4, NE 1/4.
® = 01 -19 -02 O N 24- 59--41 W - 76.00'
R = 1739.83' S 65 -00 -19 W - 61.60'
L = 40.00'
NOTE:
ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND DISTANCES
MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION
FACTOR OF 1.00009270.
COUNTY OF RIVERSIDE TRANSPORTATION DEPT, SURVEY DIV. r DATE: NU.: U'filvf -Ultid
PROJECT NEWPORT ROAD ARED BY: Oaa /OHO
E: N.T.S.
THIS FLAT IS AN AID IN LOCATING THE PARCELISI DESCRIBED IN THE PRECEDING JULY, 2003
I DOCII N EKT- ALL PRIMARY CALLS ARE LOCATED IN THE WRITTEN DESCRIPTION.
1N.0. NO.: A8 -0785
APPROVED BY: DATE KL SHEET 1 OF SHEET
N j
N 1
APN 461 -200 -019
y
PARCEL
07 85 -018B
J
50.027 SO FT.
1. 148 AC.
GA a il N
fea d�-
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SECTION 33
°'N T. 5s.. R. 2w.. S.B.
N
N.T.S.
:n
S
Sr2 3S,F
N T 9. 9so „
RS 39/39
T.P.O.B. s
2
n
HD
*
No. 6706
Exp. 9-30-03
RS 39/39
_P /L— —
N. LINE SW 1/4. SW 1/4, NE 1/4.
® = 01 -19 -02 O N 24- 59--41 W - 76.00'
R = 1739.83' S 65 -00 -19 W - 61.60'
L = 40.00'
NOTE:
ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND DISTANCES
MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION
FACTOR OF 1.00009270.
COUNTY OF RIVERSIDE TRANSPORTATION DEPT, SURVEY DIV. r DATE: NU.: U'filvf -Ultid
PROJECT NEWPORT ROAD ARED BY: Oaa /OHO
E: N.T.S.
THIS FLAT IS AN AID IN LOCATING THE PARCELISI DESCRIBED IN THE PRECEDING JULY, 2003
I DOCII N EKT- ALL PRIMARY CALLS ARE LOCATED IN THE WRITTEN DESCRIPTION.
1N.0. NO.: A8 -0785
APPROVED BY: DATE KL SHEET 1 OF SHEET
iw y
EXHIBIT "A"
NEWPORT ROAD
PARCEL 0785 -018C
AN EASEMENT FOR DRAINAGE PURPOSES LYING WITHIN THE NORTHEAST QUARTER OF SECTION
33, TOWNSHIP 5SOUTH, RANGE 2 WEST, SAN BERNARDINO MERIDIAN, DESCRIBED AS FOLLOWS:
COMMENCING AT THE CENTERLINE INTERSECTION OF WINCHESTER 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 OF3.98
FEET;
THENCE N 89 °38'05" W, A DISTANCE OF 326.93 FEET;
THENCE N 00 0 21'55" E, A DISTANCE OF 76.00 FEET TO THE TRUE POINT OF BEGINNING;
THENCE N 89 °38'05" W, A DISTANCE OF 40.00 FEET;
THENCE N 00 0 21'55" E, A DISTANCE OF 689.06 FEET TO A POINT IN THE SOUTHERLY LINE OF THE
SALT CREEK CHANNEL AS CONVEYED TO THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER
CONSERVATION DISTRICT BY FINAL ORDER OF CONDEMNATION RECORDED MARCH 1, 1989, AS
INSTRUMENT NUMBER 63692 AND AS SHOWN ON RECORD OFSURVEYON FILE IN BOOK70, PAGES
26 THROUGH 33, INCLUSIVE, OF RECORDS OF SURVEY, RECORDS OF SAID RECORDER;.
THENCE S 89 °47'14" E ALONG SAID SOUTHERLY LINE, A DISTANCE OF 40.00 FEET;
THENCE S 00 °21'55" W, A DISTANCE OF 689.17 FEET TO THE TRUE POINT OF BEGINNING.
CONTAINING: 27,565 SQUARE FEET OR 0.633 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.
m An
SEE TTACHED EXHIBIT "B"
APPROVED BY: yti4 HND,,
DATE: l I� 0 3 cC,�
r
sc No. 5705 =
_ Exp. &30-03 i4
Page 1 of 1
N.T.S.
RS 70/26 -33 EXHIBIT "B"
i
SOUTH LINE SALT CREEK CHANNEL PER INST.NO. 63692, REC. 3 -1 -1989 I
E
NE 114
SECTION 33
T. 5S., R. 2W„ S.B.M.
O3 N
RS 39/39
- 76.00'
N
89 -38 -05 w
- 40.00'
S
89 -47 -14 E -
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PARCEL
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N 89--38 -05 W
-- C/L - - - --
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00 -21 -55 E - 3.98'
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00- 21--55 E
- 76.00'
N
89 -38 -05 w
- 40.00'
S
89 -47 -14 E -
40.00'
LAND G
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NOTE: I
ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND DISTANCES
MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION
FACTOR OF 1.00009270.
COUNTY OF RIVERSIDE TRANSPORTATION DEPT, SURVEY DIV. PAR. NO.: 0785 -018C
PROJECT NEWPORT ROAD PREPARED BY: DDD /DHD
THIS PLAT 15 AN AID IN LOCATING THE PARCELIS) DESCRIBED IN THE PRECEDING SCALE: N.T.S.
DOCUMENT. ALL PRIMARY CALLS ME D DATE IN THE WITTER DESCRIPTION. JULY 2003
W.O. ND.: A8 -0 7 8 5
APPROVED BY' &Z &z z DATE' "���'� SHEE 1 OF SHEET
EXHIBIT "A"
NEWPORT ROAD
PARCEL 0785 -018D
AN EASEMENT FOR DRAINAGE PURPOSES LYING IN A PORTION OF THE NORTHEAST QUARTER
OFSECTION 33, TOWNSHIP 5 SOUTH, RANGE2 WEST, SAN BERNARDINO MERIDIAN, DESCRIBED
AS FOLLOWS:
COMMENCING AT THE CENTER OF SAID SECTION 33;
THENCE N 00 °39'51" E, A DISTANCE OF 663.19 FEET TO THE NORTHWEST CORNER OF THE
SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID NORTHEAST QUARTER OF
SECTION 33;
THENCE S 89 °35'07" W, ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF NORTHEAST QUARTER OF SECTION 33, A DISTANCE OF 463.83 FEET
TO THE TRUE POINT OF BEGINNING;
THENCE N 65 °00'19" E, A DISTANCE OF 916.56 FEET TO THE BEGINNING OF A TANGENT CURVE
CONCAVE SOUTHERLY AND HAVING A RADIUS OF 2088.62 FEET;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 21 ", AN ARC
DISTANCE OF 774.34 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE
SOUTHERLY, HAVING A RADIUS OF 1912.00 AND AN INITIAL RADIAL BEARING OF N 03 °45'10" W;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 01 0 43'08 ", AN ARC
DISTANCE OF 57.36 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE
SOUTHERLY, HAVING A RADIUS OF 259.00 FEET AND AN INITIAL RADIAL BEARING OF
N 02 °02'02" W;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 08 0 26'09 ", AN ARC
DISTANCE OF 38.13 FEET;
THENCE S 83 °35'53" E, A DISTANCE OF 18.84 FEET TO THE BEGINNING OF A TANGENT CURVE
CONCAVE NORTHERLY AND HAVING A RADIUS OF 566.00 FEET;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 06 °02'12% AN ARC
DISTANCE OF 59.63 FEET;
THENCE S 89 0 38'05" E, A DISTANCE OF 361.60 FEET;
THENCE S 52 0 17'09" E, A DISTANCE OF 52.88 FEETTO A POINT IN THE WESTERLY RIGHT -OF -WAY
LINE OF WINCHESTER ROAD (STATE HIGHWAY 79) ( 100.00 FOOT FULL WIDTH) AS CONVEYED
TO THE COUNTY BY DEED ON FILE IN BOOK 1045, PAGE 74, RECORDED JANUARY 18, 1946 OF
OFFICIAL RECORDS, RECORDS OF SAID RECORDER OF RIVERSIDE COUNTY;
THENCE S 00 0 21'55" W, ALONG SAID WESTERLY RIGHT -OF -WAY LINE, A DISTANCE OF 50.32
FEET;
THENCE N 52 0 17'09" W, A DISTANCE OF 69.89 FEET;
THENCE - N 89 0 38'05" W, A DISTANCE557.60 FEET TO THE BEGINNING OFA NON - TANGENT CURVE
CONCAVE SOUTHERLY, HAVING A RADIUS OF 2048.62 FEET AND AN INITIAL RADIAL BEARING OF
N 04 °50'33'W;
Page 1 of 2
EXHIBIT "A"
NEWPORT ROAD
PARCEL 0785 -018D
(CONTINUED)
THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20 0 09'08 ", AN ARC
DISTANCE OF 720.55 FEET;
THENCE S 65°00'19a W, A DISTANCE OF 832.36 FEET TO A POINT ON THE NORTH LINE OF SAID
SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF
SECTION 33;
THENCE N 89 °35'07" W ALONG SAID NORTHERLY LINE A DISTANCE OF 93.22 FEET TO THE TRUE
POINT OF BEGINNING.
CONTAINING: 89,896 SQUARE FEET OR 2.064 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 1.00008270.
REFERENCE IS HEREBY MADE TO MAP 929 -DD ON FILE IN THE OFFICE OF THE RIVERSIDE
COUNTY RECORDER, RIVERSIDE, CALIFORNIA.
SEE ATTACHED EXHIBIT "B°
APPROVED BY:
DATE:
Z S O `
^ A
a�TH4�G��
No. 5705 s 7D
EXP. 9 -30-03 I *
OF GAtI
Page 2 of 2
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EXHIBIT "B"
SECTION 33
T. 5S., R. 2W., S.B.M.
RS 39/39 N. .S•
APN 461 -200 -019
( : ARCEE LL
07:8 5 -018D _
1 v
89,896 SOFT. j
ROPE 2.064 AC.
V.
Z
T.P.O.B.— N�� 4 o- N 9 -' N9
�Qrj
0. �6
.N
P/L , N 89 -35 07 W A = 20 -09 -08
! • 463.83
40'
N 89 -35 -07 W - 93.22'
w
. - r � J N' L Y L I N E OF—
I 20' ��`�,��\ � i SW 1/4, SW 114,
cn
F77 20 X NE 1/4 SEC. 33
° o to ' 40' R/W PER
z I DEED BK.544,
PG.194, REC.
12 -7 -1922 APN 461 - 200 -007
P.O.C.
-CTR. SEC. 33
P/L
CL
C/L PATTON AVENUE (EXISTING)
Q
* IV No. 5706
L ,, EXP. "D3 _03
NOTE:
ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES.
MAY BE OBTAINED BY MULTIP GRID DISTANCES
N\ FACTOR OF 1.00009270.
R = 2048.62'
L = 720.55'
RS 39/39
APN 461 -200 -019
A) A = 21 -14 -31
R = 2088.62'
L = 774.34'
GROUND DISTANCES
BY A COMBINATION
COUNTY OF RIVERSIDE TRANSPORTATION DEPT, SURVEY DIV. PAR. NO.:
*I1 IPROJECT NEWPORT ROAD
SCALE:
1"15 PLAT IS AN AM IN LOCATiHG THE PARCELI51 OES61110t0 IN THE PRECEnING DATE
DOCUMENT. ALL PRIMARY CALLS ARE LOCATED IN THE IRITTEN DESCRIPTION.
JULY, 2003
W.O. NO.: AS -0785
PREPARED BY: ODD /DHO
N. T. S.
APPROV B Y ; DATE. 1 SH EET 1 OF _SHEETS
' EXHIBIT "B" SECTION 33
T. 5S., R. 2W., S.B.M.
100' R/W PER OR 1045/74.
REC. 1 -18 -1949
N. T.S.
I
RS 39/39
1O S 83 -35 -53 !_ - 18.80'
APN 461 - 200--019
Q S 52 -17 -09 E - 52.88'
O S 00- -21 -55 W - 50.32'
"
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t
W t "
N , r
-s NEWPORT ROAD __ ( R E AL I GNED )
_
U - 1 C/� _ ,5 - --r � - �_,___,ry N 89- -38 -05 W C /L---
D
r , , S 89 -38 -05 E
A cn 361.60 —�
z \
J N 89 -38 -05 W 557.60'
N 52 -17 -09 W - 69.89' ��
p = 20 -Q -O8 PARCEL
Q R = 2048.62` ` 0785 -018D 5 Q0- -21 -55 W - 50.32'
L = 720.55' ,
89.896 SOFT. APN 461 - 200 -019
2. 064 AC.
A J =
21 -t4 -31
�B =
Ot -43 -08
D A= 08 -26-09
OD d
= 06 -02 -12
R =
2088.62'
R =
1912.00'
R = 259.00'
R
= 566.00'
L :
774,34'
L =
57.36'
L = 38.13'
L
= 59.63'
NOTE:
ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND DISTANCES
MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION
FACTOR OF 1.00009270.
Na. 5T05 '_ COUNTY OF RIVERSIDE TRANSPORTATION DEPT., SURVEY DIY. PAR. N0.: 0785 -01$D
* Exp, 9 * PROJECT' NEWPORT ROAD PREPARED 8Y: DDp /OHp
SCALE: N.T.S.
THIS PLAT IS AN AID IN LOCATING THE PARCELISI DESCRIBED IN THE PRECEDING
�` CA`1 r(1�
DOCUMENT. ALL PAIIFAAT CALLS ARE LOCATED IN THE 1rRITTEH DESCRIPTION. DATE: JULY, 2003
C" W.O. NO.: A8 - 0785
APPROVED BY _ DATE SHEET OF - SHEETS
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