cr23_0396Agency Index CR230010CORNER RECORD
_
Document Number
City of _ T'EMECULA County of ...__ RIVERSIDE California
Brief Legal Description ___ Lot G - Tract Nc�ry3833, MB 01142-52 _Prq__t, Sec.1,J1_,1; ,Fig S .0.M._ o-
CORNER TYPE COORDINATES (Optional)
N r
Government Corner 'Control
i
Meander Property
Rancho Other
r
r
i
Date of survey November 12, 2022
Elevation
Units Metric 0 US Survey Foot (.^.l
Horizontal Datura
Lone Epoch Date
Vertical Datum _,._ __�._..�.
Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ret.: Z 8765(d) E] 8771 1:1 8773 Other:
Corner! Left as as tours -d 1:1 fwstab(ished��� 1-1 -�- Rebuilt Pre-Construction�
Monument: Found and tagged 19 Reestablished 1:1 Referenced Post -Construction
Narrative of corner identified and monument as founts, set, reset, replaced, or removed:
See sheet #2 for descriptions}
Note: Unable to gain access to property corners of Lots 37 to 40 due to major encroachments,
aggressive dogs and no response from tenants, especially the angle paint at Lots 38 and 30.
This Corner Record was prepared by me or under my direction in conformance with
the Profes a La rveyors' ct on January 9, 2023
Signed j�. P.L,S. or R,C.E. No. PLS i`238
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
and examined and filed
Signed P L, S, orR. E. No.
Title
County Surveyor's Comment
8PEISO-2016 Fagc i of
LAND
LEONARD C. ,
FOWLER
L7238
�F CAlfFO
n
No. 8488
Exp. 12-31-24
GOT 11)1 Nom TN
0 50 100 150
SCALE: I"=150t
LOT H -H
" LAKE"
14�
3
S
Vol N 89-69 9 W 238.56,
qt�.S� 89 . ,
(/V
js� 9crm—/
,�j 239.851 v01
,
395,24
�0V�
14 �,R\Vll "
A
BkS\b
C6)
R&M
LUI U LSFN, SET
TRACT 3833 NOTHING
---
(N 83'43'091 E 19,03)
MB 61 42-52 1 �l
3
LOT F -F
'LAKE"
LOT 29
-T
LOT 30
LOT 144
O—A
- FN
EZ N 76-24'42" E 299.79'
ACE (N 76-24'42'E 299,53')
LOT 41 io
4
LOT 145 BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS MAP
LOT 42 8 15D IS THE SOUTHERLY LINE OF LOTS 104
LOT AND 105 PER TRACT 3833 RECORDED AS
ISEE NO)JE ON PA�E 146 E MB 61142-52
Ll
LOT G -G 2
SFN � N 05-3217- W (R)
p= 7 -1 1 3 TJ -, - —(N 05°32'47" WF�k�'
LOT 43 FR=3044.00' L=381.82`
-1111 (� ,-�R=3044 00 -7
381 .97)
PAUBA ROAD
— — - - �, ll
I'L- 6'52-- — - -001 oo-
14 1 53" R-310 8
-09" 0")' 3,90
6, 5 3' N 051737- W (R)
N 22-25W- W(R) IN OF3247- M (R)
MONUMENT NOTES
IN 22-25'40" W) (R)Cl ' ----
SURVEYOR'S NOTES ) FOUND 7;)(2" STAKE, FLUSH, TAGGED LS 2602, PER MB 61/42-52
(D2 FOUND 2',X7 STAKE FLUSH, TAGGED RCE 862, NO RECORD, ACCEPTED AS
0 FOUND MONUMENT AS NOTED PROPERTY CORNER LOTS 36 AND 37
n ETV 16R, LS 72318, FLUSH 30 FOUND 2" X 2" STAKE NO TAG, ACCEPTED AS PROPERTY CORNER PER MB
DENOTES RECORD DATA PER MB 13,174 61142-52, AFFIXED L5 7238 TAG
R & M DENOTES RECORD AND MEASURED DATA (4) FOUND NAIL IN CONC, NO TAG, USED FOR LINE ONLY
(R) DENOTES RADIAL BEARING (5) FOUND 3/4' LIP, DN. 02, LS 2602, PER MB 61 /42-52
COURSE DATA � FOUND 3/4" I.E., FLUSH, RCE 11473, ACCEPTED AS PROPERTY CORNER
IN 69*33'40"W 72,46' ( IN 69'33'40"W 72.16') T FOUND 1" I.P., FLUSH, LS 5266 PER CR 14-0569
OB N 26*4644'W 161,79' (N26'48'32'W 162.00') 80 FOUND VI.P., FLUSH, NO TAG, AFFIXED TAG LS 7238
Q N 13*35'13"E 118.53' (N 13'46'27"E 118.42') � FOUND V I.P., DN, 0.1', NO TAG, ACCEPTED AS CIL INTXN.
\/Y -J\ N 3332'15"W 161.381 (N33032'15HW 16147') (io) FOUND 1-1 /4" LP., W 0,6', NO TAG, ACCEPTED AS CIL P.I. PER MB 101 /45-48
IN 81'41'39- E 86.76- (N 81'41'39- E 86,3T) (jj) FOUND 1- 1 12"BRASS DISK, DN, O.Z W/ PUNCH MARK; NO LS #, ACCEPTED
N 19*2545'W (R) (N 119*2608" W) (R) AS CIL E.C. PER MB 101 /4548
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