cr18_0561CORNER RECORD Agency Index
Document Number
City of County of RIVERSIDE , California
Brief Legal Description LOT 3, R.S. 26/87, SEC 23 TAS.,RAW., S.B.M.
CORNER TYPE COORDINATES (Optional)
N. E.
' Government Corner ® Control r7 Elevation
2i— Meander E] Property ®X Units Metric El U.S. Survey Foot ®X
_f Rancho E] Other
Horizontal Datum
Zone Epoch Date
Date of Survey May 3, 2018 Vertical Datum
Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) F] 8771 E-18773 Other:
Corner/ FX -]Left as found 11 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
Q✓ 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 Lan S rveyors' Act o May 9, 2018
Signed P.L.S. or R.C.E. No. 8509
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received gF" //
and examined and
Signed
Title
County Surveyor's Comment
TA
P.L.S. or o. 76//
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CORNER RECORD NO.
SURVEY TO LOCATE THE CORNERS FOR LOT 3,
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY RECORD OF SURVEY
ON FILE IN BOOK 26, PAGES 87, RECORDS OF SAID COUNTY.
SEARCHED NOT FOUND,
RE-ESTABLISHED USING
3 3^ TIES PER C.R. 10-0997.
IS 01R
cn
Q OCS �
n z SEARCHED NOT FOUND,
m RE-ESTABLISHED USING
17ES PER C.R. 10-0996.
IVS JOB No. 18-063
BASIS OF BEARINGS' BEARINGS HEREON ARE
BASED ON THE CENTERLINE OF OLD ELSINORE
ROAD, PER R.S. 26/87. BEING N 16-49-59-W
() DENOTES RECORD DATA PER R.S. 26/87.
GRAPHIC SCALE
100 0 50 100
-I i
11110Lm ---
1 inch = 100 it. /
/
/
FOUND 3/4" LP., W/TAG
R.C.E. 1126, IN LIEU OF
1 3/4" I.P. PER R.S. 32/38,
ACCEPTED AS COMMON
CORNER LOTS 4 AND 5
��' V U J
a
� 4) tR6
N mg. 0/87
z11
J
(N8932'43"W 330.00')(
d=00'06'18"(d=00'06'18
R=956.00' (R=956.00)
L=1.75' (L=1.75)
aOp�
0.0.90 o D
3 0�HED
NOT
p
MONUMENT AS NOTED
�$
rN822
TABLISHED AT
330.00' (N892625'W 330.00
D DISTANCE
12THE
RADIAL LINE
4
PLUG STAMPED "L.S
RIGHT—OF—WAY
I COMMON CORNER LOT
OF -WAY LINE
J
(N8932'43"W 330.00')(
d=00'06'18"(d=00'06'18
R=956.00' (R=956.00)
L=1.75' (L=1.75)
aOp�
0.0.90 o D
I
is , SURVEYOR'S NOTES:
44'
INDICATES FOUND
p
MONUMENT AS NOTED
�$
N8926'31 "W
330.00' (N892625'W 330.00
0 INDICATES SET 1" LP.,
�^
FLUSH, W/PLASTIC
PLUG STAMPED "L.S
RIGHT—OF—WAY
I COMMON CORNER LOT
8509".
C M
N
27 AND 28, B.C. AND
�
Q
0
I CENTERLINE. PER
b JOY
R�
IFOUND 3/4" LP., OPEN,
$
N
PER R. S 32/38,
ACCEPTED AS CENTER
O:�
N
MIS
_
i
44'
44'
—
6)
N8972'53'W 374.77' -
-'Z*
(N8973'00"W 374.00)
QaOa 90/E6D
—+
4
947.43'
947.56) i 374.00'
—�--
374.00')
15!
N897253"W 1321.43'
_ _
(N897300"W 1321.,
�--
--
C AMELIA ROAD
I
is , SURVEYOR'S NOTES:
SAA
44'
44'
INDICATES FOUND
p
MONUMENT AS NOTED
�$
'Q
O
0 INDICATES SET 1" LP.,
�^
FLUSH, W/PLASTIC
PLUG STAMPED "L.S
RIGHT—OF—WAY
I COMMON CORNER LOT
8509".
C M
N
27 AND 28, B.C. AND
�
Z
I CENTERLINE. PER
SAA
44'
44'
I
p
FOUND I" STEEL ROD,
'Q
IUP 97, NO REFERENCE,
�^
ACCEPTED AS
�
RIGHT—OF—WAY
I COMMON CORNER LOT
`*
O
27 AND 28, B.C. AND
W
Z
I CENTERLINE. PER
R.S. 26/87.
1'M
W
En
R�
IFOUND 3/4" LP., OPEN,
$
N
PER R. S 32/38,
ACCEPTED AS CENTER
LINE.
_
i
44'
44'
—
6)
N8972'53'W 374.77' -
-'Z*
(N8973'00"W 374.00)
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