rs163_003I all N00 ja 6-W112 We]
To establish the boundary of the property described by Grant Deed
recorded February 23, 1972 as Instrument No. 22823 of Official
Records of Riverside County, California.
CURVE DATA
U
N
DELTA
RADIUS
LENGTH
TANGENT
4-06158"
3000.009
215.51'
107.80'
(4'07100*)
(3000.001)
(215.559)
[4'07'00"]
[3000.00']
[215.55']
4-06*58*
3030.009
217.671
108.88'
0#44'15*
3030.00
1
38.99'
19.50
01
1-3015"
3030.00'
79.55
39.78'
1 *52'28"
3030.00
99.12'
49.57
(1 '52'29*)
(3030.00')
(99.141)
0-2923"
770.00'
6.589
3.29 1
0*30'32"
770.00'
6.84'
3.42
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF
LINE DATA
BEARING
DISTANCE
N 0016'51" E
50.00'
2T)N
00*04'23" W
50.001
2.ozy 56
ar,�,�tcrl
CALIFORNIA SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
L C O D 111U S U R V E Y
OF A PORTION OF THE NORTHWEST QUARTER OF SECTION 20, TOWNSHIP 2 SOUTH, RANGE .3 WEST, S.B.M.
AS SHOWN BY MAP ON FILE IN BOOK 103 OF RECORDS OF SURVEY, AT PAGES 44 AND 45 RECORDS OF
RIVERSIDE COUNTY, CALIFORNIA.
ACTION SURVEYS, INC., JUNE, 2023
(50.00* D3) CERECHE CANYON ROAD
ALIGNMENT OF RECHE CANYON
(50-00' 03)
> RD.—HELD PER R.S. 103/45 &
R.S. 100/45-46.
FD. 1" I.P. TAGGED \\� � I q 555R n N. n *?,
I 1 .401 /
1_11-4t., S. 1/29 IN. 1/2, S. 1/2j PER R.S. 103/44-45.
N. 1/29 N.W. 1/4, SEC. 20. NLY
°`�' /
FD* ito I.P. NO TAG, FLUSH. LINE OF LAND CONVEYED TOg/ �- f ��- �
NO REF. ACCEPTED AS GEORGE A. SEWELL, PER (D4)
PROPERTY CORNER. R.S. 10JI44-45 FD. 1 1. P. TAGGED
SET TAG L.S. 4343 IN I.P. L.S. 5558, DN. 0.2% "'N
N 89039'08" E 50
PER R.S. 103/44-45.
1383.60 (1383.60) A)
zi 1162.37(1162.37 D3)
V 990.001 (990.00' D1) 0��
FD. 1" I.P. TAGGED L.S. 55589
FLUSH, PER R.S. 103/44-45.
ACCEPTED AS NW. COR. OF THE
LAND CONVEYED TO GEORGE A.
SEWELL, PER (D4).
oo
(n
z00 00 00
cr_ GRANT DEED co
DOC. No. 2009-0000362, O.R. co
M Uj W REC. 01-02-2009 00
: C'4
LL_ b
0 Lr) Lr) 0
Lb Lr) 0�
00 -00
z
V) N `N
m00 WEST LINE OF 0 0
N.W. 1/4, SEC. 20.
z z
ESTABLISHED BY
INTERSECTION
-A 990-02
V
co
Co
CO
FD. 1" I.P. TAGGED L.S. 3365, UP
cv 0.51 FOR WEST 1/4 COR. SEC.
20s PER R.S. 103/44-45, R.S.
100/45-46 & P.M. 255/84-87.
-FAM
/ Q V U. I I.H. NU TAG,
�01 DN. 0.4'. ACCEPTED
393.6 (436.37' TO CALL D1) AS C.L. MON., PER
O
N 89*39108" E L0 R.S. 103/44-45.
283.65 (324.70 TO CALL D1, D3)
ESTABLISHED AT
RECORD ANGLE &
DISTANCE, PER (D3)
FOR N.W. COR. OF
JOHNSTONE DEED
HELD PARALLEL WITH AND FD. 1 I. P. TAGGED
AT THE PROLONGATION
L.S. 5558, DN. 0.2 '9
OF 0 PER (D3) HELD PARALLEL WITH S.F.N. eel- v>_1.V PER R.S. 103/44-45.
N. LINE, S. 1/2j N. 1/2,
�'• �'
S. 1/2o N. 1/2, N.W. 1/49 0,�.>>7 �J
%SEC. 20, PER (D3). j 0
GRANT DEED N. LINE, S. 1' S,c�
/29 9 7
0s)
INST. No. 33869, O.R. S. 1 /2, N. E. 1 /49
REC. 03-31-1966 N.W. 1/4, SEC. 20. 6
N 89*3908" E
- 166-24'
(160-001 D19 D3)
EST. BY INT. FOR SLY LINE OF
S.W. COR. OF LAND CONVEYED
JOHNSTONE DEED TO JOHNSTONE
GRANT DEED
INST. No. 22823, O.R.
REC. 02-23-1972
S. LINE OF S. 1/2 OF S.
1/2 OF N.W. 1/4 OF N.W.
1/4 SEC. 20. S'LY LINE OF
LAND CONVEYED TO GEORGE
A. SEWELL, PER (D4)
342.08
(272.99' D1)
1,332.10' 1383.601 [(1331.83')]
N 89'034'07" E
FD. 1" I.P. NO TAG, FLUSH.
NO REF. ACCEPTED AS
PROPERTY CORNER. SET
TAG L.S. 4343 IN I.P.
60' 30' 0'
E. LINE, N.W. 1/49
N.W. 1/4, SEC. 20.
0 (N
S14
0
00
oo
N 0
Z
0
6
00
N
268.18' (268.10') (305.00' D3) / p
N 89*37'13" E
FD. 1" I.P. TAGGED L.S. 55589
FLUSH, FOR N.W. COR.,
S. 1/29 S. 1/2 N.E. 1/4t
N.W. 1/4, SEC. 20, PER
R.S. 103/44-45 & (D2). 4FD. 1 I.P. TAGGED
A
_*b /.,0 L.S. 5558, DN. 0.8
0
PER R.S. 103/44-45.
FD. 1" I.P. NO TAG, FLUSH,
IN MOUND OF ROCKS. NO
REF. ACCEPTED AS
PROPERTY CORNER. SET
TAG L.S. 4343 IN I.P.
I
GRANT DEED
BK. 2115, PG. 181, O.R.
REC. 07-08-1957
FD. 1 " I.P. TAGGED
L.S. 5558, DN. 0.2
PER R.S.. 103/44-45.
514.82' (514.79') V
N 89*32'22" E
R.S. 100145-46 FD. 2" I.P. TAGGED L.S. 55589
FLUSH, FOR S.E. COR., N.W. 1/4,
N.W. 1/4, SEC. 20, PER R.S.
103/44-45 & R.S. 100/45-46.
EASEMENT NOTES
60' 120' 180
I I1 NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS, ROAD AND PUBLIC
UTILITY PURPOSES, OVER AND ACROSS THE NORTHERLY 50 FEET, AS
SHOWN BY DOCUMENT RECORDED MAY 251 1978, AS INSTRUMENT NO.
SCALE:' 1'*= 60' 106030, OF OFFICIAL RECORDS.
Filed this day of 2024, at I **!5q R ._m.
in Book of Records of Survey, at Page at
the request of the County Surveyor.
No. 2.0-ZY- 11mb -0-0 �'q tS 5 Al
Fee
Peter Aldana, Assessor —County Clerk —Recorder
C
By:C64C ) '0 Deputy
SURVEYOR'S STATEMENT.
This map correctly represents a survey made by me or under my direction
in conformance with the requirements of the Professional Land Surveyors
Act, at the request of William Orndoff in May, 2023.
ooz + - 2 02¢
No. 4343 Gabriel D. Ybarra Date
Exp. 6-30-2024 L.S. 4343
Exp. 6-30-24
OF CAOI
SURVEYOR'S NOTES
Basis of Bearings is taken from the West Line of the Northwest Quarter of
Sec. 20, T. 2S., R. 3W., S.B.M., per R.S. 103/44-45, being N 00*28'55" E.
® Denotes found monuments as noted.
0 Denotes set 1" I.P. tagged L.S. 4343, flush.
() Denotes record or calculated data per R.S. 103/44-45, Unless otherwise noted.
[ ] Denotes record or calculated data per R.S. 100/45-46.
(D1) Denotes record data per Inst. No. 22823, Rec. 02-23-1972, O.R.
(D2) Denotes per BK. 2115, PG. 181, Rec. 07-08-1957, O.R.
(D3) Denotes record data per Inst. No. 33869, Rec. 03-31-1966, O.R.
(D4) Denotes per Inst. No. 100700, Rec. 08-31-1965, O.R.
S.F.N. Denotes searched, found nothing.
All I.P. dimensions are inside diameter.
The survey shown hereon was performed on June 7 and 14, 2023.
COUNTY SURVEYOR'S STATEMENT
This map has been examined in accordance with Section §7,66 of the
4126,-A
Professional Land Surveyors' Act this day of H
2024.
®LANDS
o No. 8488 David L. McMillan, County Surveyor
L. S. 8488
OWFF CA0300;0�
COUNTY SURVEYOR'S NOTE:
The County Surveyor has not established as of the date of recording
of this Record of Survey that the land shown in this Record of Survey is
in compliance with the provisions of the Subdivision Map Act, Division 2
(commencing with Section 66410) of Title 7 of the Goverment Code and
Riverside County Ordinance 460. The Parcel shown on this survey may not
have been legally created and therefore may not be a buildable parcel.
/� SAND SG
5� �
110, .4
__j Cj No. 8488z � David L. McMillan, County Surveyor
L.S. 8488
CA 11L.-Ni ;10
SEC 20-2S-3W
RIV. CO. 23-0132 W.O. 23-37