cr23_1534CORNER RECORD
City of
Brief Legal Description
Agency Index CR210663
Document Number
and 3- 1 r314
Wildomar County of Riverside -, California
Lots 11, 12, 13, and 14, Block 17 of Lake Elsinore Country Club Home Acres, MB 13 Pages 2-3
CORNER TYPE
Government Corner ❑ Control
® Meander ED Property
Rancho ® Other
X
Date of Survey June 17, 2021
SEC. 18, T.6S., R.3W.,
S.B.M.
COORDINATES (Optional)
N. _ E.
Elevation
Units ® Metric ®X U.S. Survey Foot
Horizontal Datum
Zone Epoch Date
Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d)
❑ 8771
® 8773
® Other:
Corner/ ❑X Left as found
Monument: ❑ Found and tagged
❑ Established
Reestablished
❑ Rebuilt
❑ Referenced
❑ Pre -Construction
® Post -Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed
❑✓ See sheet #2 for description(s):
SURVEYOR'S STATEMENT oQgflfESS1p�
This Corner Record was prepared by me or under my direction in conformance with 8 Rp, fiy
ZIP
the Professional Land Surve ct June 22, 2021 LU No. 22428
Signed P.L.S. R.C.E. No. 22428 *,
}41. CiVI �
CAFE
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 11 /21 /22
and examined and filed 08/01 /2023
�D�p,1. LAND S
Signed P.L.S. or:i•9�Em No. 8488 �q�L, MA�I�y�m
Title RIVERSIDE COUNTY SURVEYOR
cr a
County Surveyor's Comment a No. 8488 X
* Exp.12-31-24 *j
BPELSG-2016 Page 1 of2
Document Number r20d3 - /T3 4 Agency Index CR210663
FIR STREET SCALE 1 "=100'
M N89'48'38"E 659.72'(N89'48'30"E 660.00')
a FD. 1 1 /4" OD. IP., DN. 0. , oQ o FD. 1 1/4" OD. IP., FLUSH, LS 7131. LS 3259 PER CR 11-246.
NO RECORD ACCEPTED AS NW CORNER
�20 OF BLOCK 5 PER MB 13/2-3. N
BLOCK 5 J
U
O
4ccc')�
`V I
�
�1 Pi
04 N89'49'25"E 659.74' _ (N89'48'30"E 660.00') 04
-� KACEL STREET ❑ �� ^ N
N Q7 0 O 0 p
��� � 0
t" N89'50'12"E 659.77' 00�� (N89'48'30"E 660.00' .. w
�_
W mostWALKER STREET Z
S 010o
� 91LID)CR i2 a
o �
N .Ni N 0
Q N89'50'58"E 659.79' ENNISTREET (N89'48'30"E 660.00') 3
619.79' (620.00')c
r 509.83- (510.00')c 1F16:W
m^
Q o I ESTABLISH D BY P ORATION (1_
N a LOT I LOT 1 LOT I LOT LOT LOT I LOT LOT ocq
W 0 1 2 3 4 i $ 9 10 0 11 o
N I 1 I I i o
20 " N
I— - —W w— -- 0' V)
I a
M N Z
0') r E iv N LOT I LOT 72
ao rn LOT LOT LOT LOT I �� LOT LOT LOT cn
o 0 14 13 ai I W
N 24 I 23 ! 22 I 21 17 16 I 15 Z Z I N m
ESTABLISHED BY PRORATION (110.00')c
!'� 509.84' (510.00')c 106.97' w O
in 'n
_`�cl, C _ _ 619.81' (620.00')c M
N89'51'44"E 659.81' (N89'48'30"E 660.00')^ o
us
Z WHEELER STREET Z m
%V 0
ty D. 2" OD. IP., DN 0.11,e o
LS 4343 PER CR 11-246. �`
t�
cq
N89_52'31"E 659.83'_ �. (N89'48'30"E 660.00')
MULBERRY STREET
SQRVEYOR'S NOTES
FD. 2.5" OD. IP., FLUSH, LS ci a
BASIS OF BEARINGS: ' BEARINGS HEREON ARE 6896 PER CR 11-246. rn
N
BASED ON THE CENTERLINE OF EDWARD AVENUE
PER CR 11-0246 BEING N.00'12'35"E. CARL STREET
(—) INDICATES, RECORD DATA PER MB 13/2-3.
(—)c INDICATES, CALC'D DATA PER MB 13/2-3.
■ INDICATES, FOUND AS NOTED
O INDICATES, SET 1 1/4" OD. IP., FLUSH, RCE 22428.
X INDICATES, SEARCHED FOUND NOTHING, SET NOTHING. ESTABLISHED BY PRORATION. APN:361-194-008
BPELSG-2016 Page 2 o/ 2