cr25_1302CORNER RECORD
Agency Index CR250326
Document Number'
City of LAKE ELSINORE
County of RIVERSIDE , California
Brief Legal Description LOTS 3 & 4, BLOCK 12, ROB/NHOOD OAKS NO. 1, MB 1211
CORNER TYPE
COORDINATES (Optional)
N. E.
Government Comer[] Control
Elevation
X
------�,Q---- Meander ❑ Property ® Units Metric ❑ U.S. Survey Foot
Rancho ❑ Other
❑ Horizontal Datum
Zone Epoch Date
T6S, RSW, Date of Survey. 8/8/2025
SECT/ON 10
Vertical Datum
S.B.B.M.
[:]Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref: ® 8765 (d) ❑ 8771
❑ 8773 ❑ Other:
Corner/ ® Left as found ❑ Established
❑ Rebuilt ❑ Pre -Construction
Monument: ® Found and tagged ® Reestablished
❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed
® See sheet #2 for description (s):
SURVEYOR'S STATEMENT o�
4� o
This Corner Record was prepared by me or under my direction in conformance with � �P g�� 2-
the Professional L urve o ' A �_ 8/12/2025 a�
�l -S ,043
9043 �f
Signed P.L.S. No. �c1J
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 8/21 /20 5 \ANAL LA/Vo
M.
and examined and filed 7 ���ID l �A�
Signed P.L.S. No. 8488 °a- 4 No.8488
Title County Surveyor * Exp. 12-31-26
9 OF CAt-W
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
Document Number ULr 1 302- Agenci Index CR250326
NOTT/NGHAM
LOTS 3 & 4, BLOCK �2, ROB/NHOOD OAKS NO. Ix MB 12/1
WAY FOUND 1" IRON PIPE, NO TAG, ON 0.3'
2 IN LIEU OF 2" IRON ROD, PER MB 12/1
�- L10 SET LS 9043 TAG
,�j �• FOUND SPIKE & WASHER
STAMPED LS 6260, ON 0.05' PER CR 5/29
I I l I L g SURVEYORS NOTES
o
�
'
coo
"I
7.50'
l 7.50
I�
L4 QI
2
W
L8
t.r) o k s
N O :
Zg N
L7
1
L18
I
L79` r
L16
17
= FOUND AS NOTED 0' 40' 80,
o = SET 3/4" IRON PIPE, W/LS 9043 TAG, FLUSH SCALE: 1" = 80'
o = SET SPIKE & WASHER STAMPED LS 9043, FLUSH IN A.C.
( ) = RECORD DATA PER MB 12/1
J = RECORD DATA PER RS 120/4
[ J = RECORD DATA PER RS 41/74
(( )) = RECORD DATA PER RS 125/87
Q1 = ESTABLISHED BY GRANT BOUNDARY ADJUSTMENT
Q2 = ESTABLISHED BY SINGLE PROPOR770N
BASIS OF BEARINGS IS THE CENTERLINE OF GISBORNE WAY, SAID
BEARING BEING N28 00'00"E, PER MB 12/1.
FOUND 1 " IRON PIPE
W/LS 3259 TAG
ON 0.7'
PER RS 125/87
FOUND 1 " IRON PIPE
I
W/LS 3259 TAG
ON 0.2'
I "�
PER CR 13/247
-� FRIAR TUCK
WAY
1 !
Ijn
Line Table
LINE #
DIRECTION
LENGTH
RECORD
L 1
S53 28 21 E
99.96'
(100.00
L2
S2759 24 "W
79.96'
(80.00 )
L3
S27 59 24 "W
79.96'
(80.00
L4
N5330'38"W
99.98'
(100.00)
L5
N28'00'00 E
79.99'
(80.00)
L6
N28'00'00 E
79.99'
(80.00)
L 7
S53 25'40 E
7. 58'
17587
L8
N28'00'00'E
20.00'
120.00 J
L 9
N53 25'40 "W
10.16'
[10.16
L 10
N5325'40 "W
125.28'
[125.33
L 11
N53 3248"W
15.00'
((15.00 ))
L 12
S36 27'12 "W
528.82'
((528,84))
L 13
S36 27'12 "W
115.19'
((115.14))
L 14
N5331 '36"W
316.87'
(316.73 )
L15
S275924"W
53.50'
(53.47)
L 16
N68 07 34"W
104.03'
(103.98 )
L 17
N46 2943"W
18. 69'
[18.687
L 18
N46 2943"W
19.99'
[19.977
L 19
N68 07 36"W
95.22'
195.157
/ DRIVE FOUND 1 " IRON PIPE, W/RCE 12116 TAG, UP 0.3; PER RS 125/87
FOUND CHIS. X ON ROCK, PER RS 41/74
FOUND 1 " IRON PIPE, W/LS 7796 TAG, FLUSH PER RS 120/4
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