cr23_1814C. Chappell CP3 - 10/19/2023
CORNER RECORD
City of MURRIETA County of
Brief Legal Description LOTS 19 AND 20,
Agency Index CR200562
Document Number
RIVERSIDE . California
BLOCK 19, MB 8/359 SD. CO
CORNER TYPE COORDINATES (Optional)
N E
XGovernment Comer ❑ Control ❑ Elevation
Meander ❑ Property X❑ Units Metric ❑ U_S Survey Foot ❑X
Rancho ❑ Other ❑ Horizontal Datum
Zone Epoch Date
Date of Survey August 21, 2020 _Vertical Datum
�RaTR,L�GrE D Ger— 20 ^ ❑ Complies with Public Resources Code §§8801-8819
�f '75 R3V�i, SBN1. — 7-rz µEC-UL.j4 RA.N O ❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) ❑ 8771 ❑ 8773 ❑ Other:
Comer/ ® Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction
Monument: ❑ Found and tagged ❑ ❑ ❑
x Reestablished Referenced Post -Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed:
❑✓ See sheet #2 for description(s):
SEE SHEET 2
Property Falls in Protracted Section 20, T 7S, R3W, SBM, Temecula Rancho
�1) SAND
SURVEYOR'S STATEMENT
t, LEONARD C.
This Come ord as prepared by me or under my direction in conformance with —�+ FOWLER
the Pr ssion L d urveyors• ton September 14, 2020 „k LS 7238
Ssgne P.L.S. or R.C.E. No. PLS 7238 S1q Pires�� 3� `�
CA0��
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received October 19, 2023
and examined and filed J1 I
Signed P.L.S or R.C.E. No 8488
Title Riverside County Surveyor
County Surveyor's Comment
BPELSG-2016 Pepe 1 or2
.MIs %
Document Number 3— /S/ y
Agency Index CR 200562
EST. BY INT. C/L KALMIA STREET JN 1931
N 47°44'00" E 2050.77' (N 47°44'00" E 2050.12') -
BASIS OF BEARINGS
340.37' 1710.40' (1710.00')
{340.02'} 391.6T (391.58') �1� SP _
w �w SP T - - Io 1318.73'
N 47'44'OD" E 140.04' N 47°44'00" E 168.34' 40' (1318.47)
1 140- ] — 146 34' (I 8.29 jC 2
oLOT 20 'p,' 1 �, ] LOT 1
1 _ N 47°44'01" E i40.04' _ _
0 40 [ 1 1 -- ;ito Y o
b( LOT 19 SP LOT 2 N g I t j
0 3 N 47°44'03" E 140.04' _ _ _
SP 11ao ] $ W ALLEY _ W O
o to
LnF-
Aic
N of � BLOCK19 MB8/359 ^'NQ wi
z LO 8 S.D. CO.
iv z Q Q ]
IN 4 $ .Y LU 5 Q
LOT 11 SP LOT 10
D L 417 /// 140.06 140' — 116.96' 40' `�' U U
Z °' — 257.02 (256.91') '1 w Q
LU
Q I _ N 47°44'13" E 333.13' v� SP > z i
= v SP � [N 47'44'00" E 333.01') TA cMov U ! U �
o C/L
A STREET I _, 0
BLOCK 20 co LL
C3 N MB 8 / 359 S.D. CO. I
5 C/L B STREET B co 1
N 47°44'35" E 294 10' (90., 0 50 100
(N 47°44'00" E 293.96') R SCALE: 1 =100'
N 47-44-35-E 384 57' (N 47°44'00" E 384 43')
SURVEYOR'S NOTES
SURVEYOR'S_ NOTES (CONT.
•
FOUND MONUMENT AS NOTED
{ ) RECORD DATA PER RS 7/ 42 RIV. CO. RECORDS
O
SET 1" 1 P TAGGED LS 7238, FLUSH
[ ] RECORD DATA PER MB 81359 SAN DIEGO CO
A
SET LEAD & DISK STAMPED LS 7238. FLUSH IN CONCRETE
} RECORD DATA PER RS 63181 RIV. CO. RECORDS
AA
RESTRICTED AREA; UNABLE TO SET MONUMENT
SP ESTABLISHED BY SINGLE PROPORTION
R&M RECORD AND MEASURED DATA
FOUND MONUMENT NOTES
FD. V I.P. LS 3698, DN 0.5' PER RS 63181, AT THE MOST WILY CORNER OF LOT 20, BLOCK 30, MB 8 /359 SD CO;
USED FOR ALIGNMENT OF KALMIA ST
�2 FD 3- BRASS DISK, DN 0.5' IN WELL, STAMPED LS 6695, PER CR 05-M
3� FD i' F.P. LS.37%, DN 0.8', NO REF, ACCEPTED AS PROPERTY COP, LOT 19 AND 20, BLK 19
FD 1' I P , LS 5MiDN 0.5% NO REF, ACCEPTED AS MOST S'LY COR. LOT 11, BILK 19
FD GEAR SPIf(`E AND WASHER, STAMPED LS 6970, FLUSH PER CR 10-216
FD GEAR SPIK)=:AND WASHER, STAMPED LS 6970. FLUSH PER CR 10.215 PROTRACTED SEC 20,
FD 3" BRASS`DISK, STAMPED LS 7910, DN 0 S IN WELL PER PM 218127-29 T7S, R3W, SBM
APN 906-191-021
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