cr23_0430Agency Index CR210983
CORNER RECORD
Document Number
fit<f UNINCORPORATED County of RIVERSIDE , California
Brief Legal Description PARCEL 18, PM 12027, PMB 66/58-63, SEC. 2, T7S R1 W, S.B.M.
CORNER TYPE COORDINATES (Optional)
N. E.
Elevation
Units
Government Corner F1 Control E
Meander M Property R
Metric M U.S. Survey Foot R
Rancho Lj Other Lj Horizontal Datum
i
X Zone Epoch Date
Date of Survey August 10, 2021 Vertical Datum
Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) El 8771 0 8773 ElOther:
Corner/ ❑X Left as found ❑ Established ❑ Rebuilt Pre -Construction
Monument: ❑ Found and tagged ❑X Reestablished ❑ Referenced Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
171 See sheet #2 for description(s):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on September 14, 2021
Signed P.L.S. or R -G -E --N7. 8233
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received S '- Z3
and examined and filed
Signed P.L.S. or . E. No
Title
County Surveyor's Comment
BPELSG-2016 Page 1 of
E�P� LAND
�� SG
Sean M. Smithct
o
a >J
* No. 8233
Q
STgTF OF CPQ-\F���\
LJOCUmenL INIUMDer ®vd a v -7-,-C1
Inaex UK21u9N.3
UNINCORPORA TED TERRI TOR Y
COON TY OF R/ VERSIDE
S TATE OF CAL I FORNI A
N 1
N.T.S. 1
TA
PARCEL 13
PARCEL 14
NOTE: INTERSECTION cn
EST. BY OFFSETT'NG
ROVE 30' AND C
INTERSECTING WITH CL �,__°`
OF S1RAD RD. L2 �C3 0Y \ < � 1 � F
so
�-� HELD REC❑RD RADIUS
AND ANGLE ',FR❑M
C�2 FOUND MUNU,\IENTS
❑E PARCEL_ 18 CORNERS
vti TO EST THES` P❑SITI❑NS;
\E91S / ESTAELISH'`D RDW CHECKS
��••I���.
WITH i ED M❑N ACROSS STREET 0000
BY 0.01'. 00 00
/ 3 3
LO
APN 915-480-08 �
a' r n
PARCEL 18CO CD
N v
0 PARCEL MAP NO. 12027
z z
CO PMB 66/58-63 a
W O
U
CD
tY �
Q rn
BASIS OF BEARINGS
N89°41'29"E 457.54 A (N89°41'29"E 457.54
LEGEND -
■ FD. 1" I. P. TAGGED IS 4230",
FLUSH, PER PMB 66/58-63,
UNLESS OTHERWISE NOTED.
O_ SET 1" I.P. WITH TAG STAMPED
IS 8233", DOWN 0.2'.
O SEARCHED, FOUND NOTHING
( ) RECORD DATA PER PARCEL MAP
12027, PMB 66/58-63.
BASIS OF BEARINGS
THE BEARINGS FOR THIS SURVEY ARE BASED
UPON THE SOUTHERLY LINE OF PARCEL 18, BEING
NORTH 89°41'29" EAST, AS SHOWN ON
PARCEL MAP NO. 12027, PMB 66/58-63.
UNITS: US SURVEY FEET.
NOTE: DISTANCES 'SHOWN ARE GROUND
DISTANCES.
BPELSG-2016 Page 2 of 2
APN 915-480-08
RECORD CURVE DATA
RECORD CURVE DATA
CURVE #
RADIUS
A
LENGTH RADIUS A LENGTH
Cl
195.00'
5639'50"
192.85' (195.00') (56'39'50") (192.85')
C2
225.00'
56'39'50"
222.52' (225.00') (56'39'50") (222.52')
C3
270.00'
47'32'30"
224.03' (270.00') (47'32'30") (224.03')
C4
300.00'
4732'30"
248.93' (300.00') (47'32'30") (248.93')
BPELSG-2016 Page 2 of 2
APN 915-480-08
LINE DATA
RECORD LINE DATA
LINE #
BEARING
DISTANCE
BEARING
DISTANCE
L1
N77'24'16"E
87.77'
(N77 -24'29"E)
(87.75')
L2,
N77'24'16"E
45.08'
(N77.24'29"E)
(45.00')
L3
N3224'52"E
21.21'
(N32 -24'29"E)
(21.21')
L4
N12 -32'47"W
153.45'
(N12'35'31"W)
(153.41')
L5
N77'24'16"E
132.85'
(N77 -24'29"E
(132.75')
BPELSG-2016 Page 2 of 2
APN 915-480-08