cr23_1728CORNER RECORD Agency Index CR220175
Document Number Z0.23 — M28
-Eity of Temecula Area County of Riverside California
Brief Legal Description Lot 26 of Tract 27203 MB 273 Pages 88-93
CORNER TYPE COORDINATES (Optional)
N. E.
Government Corner 0 Control Elevation
Meander FX1 Property Units 1:1 MetricFRI U.S. Survey Foot
---------- 23---------
Rancho Other Horizontal Datum
x Zone Epoch Date
Date of Survey April 11, 2022 Vertical Datum
Complies with Public Resources Code §§8801-8819
Section 23 T.7S., RAW Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) E18771 11 8773 Other:
Corner/ ❑X Left as found El Established ❑ Rebuilt El 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 �- ESS/ Op l
This Corner Record was prepared by me or under my direction in conformance with CO).
8 Rp,�
�ric7\� z
the Professional Land Surve r ' ct April 14, 2022 LU No. 22428 M
Signed -Im R.C.E. No. 22428 J,
�9l CIVI ��*��
f 0r
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received October 31, 2023
and examined and filed �/ < " t �
Signed P.L.S. or R.C.E. No. 8488
Title Riverside County Surveyor
County Surveyor's Comment
No. 84ssis 1.1
.1
Exp. t2- 3:1.-24 A""11` ,
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uocument INUMDer cJUo� _ ► 6 A enc index I:KLLV I /0
cl
N3
A=7'25'01" (�7'23'06") N
� y.
N55'49'48"E Rad. C� O ��� 393js`38�•
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Cl R=330.00' (R=330.00') (N55.49'37"E Rad) 32F
L=42.72' (L=42.53') R2S SC Ro a,
=8'49'08" (a=8'48'59") (sst2s9 sr,
C2 R=330.00' (R=330.00)
L=50.79' (L=50.78') ry1 °s��
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N10'03'58"W 19.44'
`0 (N1o'10'33"W 19.36'�
q� / N59'58'40"W Rad.
LO �� • j (N59'58'37"W
TRACT ��12�00 3 �o^ (o=2s•os'23") =2s•08'o0„
(R=230.00') R=230.00'
(L=112.96') L=112.93'
�L� z , 30'
SCALE 1 "=80' N 30
° <I
� W
LOT 26 r
TRACT 27203 z
�° M.B. 273/88-93 w
o �
0
m
w
N
c,1
L4
UP 0.5' :D
N IcD
O B7
LO
w "W 515.10')
U-) OOVJN 1.5'
(N88'07' 00
LOU 25
z
N88'07'02W 515.24'
---ESTABLISHED BY TRACT 27203
SINGLE PRORATION Mo o 273 D Be o 93
Lo SURVEYOR'S NOTES: p
ari BASIS OF BEARINGS: BEARINGS HEREON ARE
n BASED ON THE NORTHERLY PROPERTY LINE OF
LOT 26 PER MB 273/88-93 BEING N.47'00'38"E.
w
INDICATES, RECORD DATA PER MB 273/88-93.
,N L INDICATES, FOUND 1 1/4" OD. IP., FLUSH, LS 3799 PER MB 273/88-93.
z (UNLESS NOTED OTHERWISE)
O INDICATES, SET 1 1/4" OD. IP., FLUSH, RCE 22428.
DOWN 1.0' APN:915-190-066
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