cr18_0518CORNER RECORD Agencylndex CA2 I K0232
Document Number j
City of County of RIVERSIDE , California
Brief Legal Description LOT 86, M.B. 63/68-84, SEC 21, T.7S.,R.1 W., S.B.M.
CORNER TYPE COORDINATES (Optional)
N. E.
2;1 Government Corner ®Control rj Elevation
Meander Property ®X Units Metric M U.S. Survey Foot ®X
_t Rancho r7 Other
Horizontal Datum
X ; Zone Epoch Date
I Date of Survey April 16, 2018 Vertical Datum
R Complies with Public Resources Code §§8801-8819
E] Complies with Public Resources Code §§8890-8902
PLS Act R.v.: $�( $765(ci)8771 El $773 Other:
Corner/ Q�� Left as found ® Established ® Rebuilt Pre -Construction
i0v,ronrnent: Found and tagged 0 Reestablished ® Referenced Post -Construction
Narrative of corner identi'ied and monument as found, set, reset, replaced, or removed
t''Q for r,.<c; ription(s):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Lapd Surveyors' Acton April 17, 2018
Signed P.L.S. or R.C.E. No.
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received ®W
8509
and examined d filed I—/pt
Signed ` � P.L.S. or RY. No. /
Title
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
WMIGUEL A. o`
VILLASENOR x
LS8509
Exp.
uocumenl NUmDer
I"
0
index
CORNER RECORD NO.
SURVEY TO LOCATE THE CORNERS FOR LOT 86, OF TRACT No. 3958, COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 63,
PAGES 68 THROUGH 84, INCLUSIVE, RECORDS OF SAID COUNTY.
MONUMENT'S NOTES•
fo I6 /
g
30, 30' \ INDICATES FOUND 1 1/4" I.P., O.D., DOWN 8",
TAGGED L.S. 2602, PER M.B. 63/68-84.
O INDICATES SET 1" LP., FLUSH, WIPLAS71C
PLUG STAMPED IS. 8509"
\� R INDICATES FOUND 1" I.P., UP 2, W/TAG STAMPED L.S.
\ c,, UNLESS OTHERWISE NOTED.
7131.
12 q t- \� Q INDICATES FOUND I' LP., OPEN, DOWN 6", NO REFERENCE,
� . ".k ACCEPTED AS NE CORNER LOT 86 PER M.B. 63/68-84.
S� fir, \�-y2 AFFIXED TAG L.S.8509.
s.
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SEE DETAIL
RIGHT
LOT 86
TRACT No. 3958
M.B. 63/68-84
3.69 ACRES
O
O
DOWN 6"
1;10'07"E 289.11'
00227'39"£ 288.78)
BASIS OF BEARINGS: BEARINGS HEREON ARE
BASED ON THE CENTERLINE OF CHAPARRAL DRIVE,
PER M.B. 63/68-84. BEING N 845855"E.
( ) DENOTES RECORD DATA PER M.B. 63/68-84.
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BPELSG-2016 Page 2 of 2
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GRAPHIC SCALE
100 0 50 t00
1 inch = 100 ft.
DOWN 12"
N3125'4
2.17'
LOT 86
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�Sj sr�.
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d=84b4'48" ��
R=16.00'
L=23.48'
11
DETAIL
DATA TABLE
RCl
BEARIAG/QELTA LEWIN RADIUS
A=84174 48 J. 16.00
.
d=84i74 52 23.48 16.00
DATA TABLE_
NO. BEARING/DELTA
LE1W IN
L 1 N3125 47 E
2.17
N3126 29 Eff=4
13
L2 N3125 47 E.79
N3126 29 E.75
IVS JOB No. 18-049