cr25_0038CORNER RECORD Agency Index
Document Number
City of LAKE ELSINORE County of
Brief Legal Description LOT 303, MB 14/85-86
I
I
I
I
T5S, R5W, SEC 36
CORNER TYPE
Government Corner❑
Meander ❑
Rancho ❑
Date of Survey
Control
Property
Other
o1711n'34
CR210956
RIVERSIDE California
COORDINATES (Optional)
N. E.
❑ Elevation
® Units Metric ❑ U.S. Survey Foot
❑ Horizontal Datum
Zone
Vertical Datum
Epoch Date
❑ 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
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land S eyors' Act on 10/18/2021
Signed
P.L.S. No. 9043
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received- 01-08-2
and examined and filed
Signed -
~=S" P.L.S. No. 8488
Title County Surveyor
County Surveyor's Comment
LAND
wa P D
.] Z_
O
J LS 9043
R
�rF 0 0AL1F4 !
L LAID
MC�yj��
a No.8488 0
Exp.12-31-26 4,
BPELSG-2016 Pagel of 2
Document Number �� ' �O
Agency Index
CR210956
SURVEY OF LOT 303, MB 14/85-86
fi o
0' 40' 80'
c.a
FD 1" IP
W/LS 8509 PLUG ►�.
DNO. 3 , NO REF. -
ACCEPTED AS PI �I, � ��, ESTABLISHED BY COMPASS RULE FD 1" IP, NO TAG,
C6 FLUSH, IN LIEU OF
' 20.002 L=85.92' T J L=30.95' 1" IP, W/LS 615J TAG
\ Z Z (L=85.90') C7 ' (L=30.95) PER RS 129/77
cfl 1 SET LS 904J TAG
L=54.96' ,
� o � ► f� . �� (L=54.95') �6 � � 245.$� ,�
o- �1�� 7 •34 56,,E 245
z-c � � �'� S 1 •3fi 30�
N
N W
t,3
�L3 .1 i (23.38)
-:--,�20. 00' Gam'
N83;
IN83i3838„j10 22Q 00, W 219, 77, �-
HELD
FD 1 IP FOR COMPA55 •
W/LS 8509 PLUG, rN83 47,30 � 220 49 RULE)
FLUSH, NO REF,.
ACCEPTED AS R/W ESTABLISHED BY
POC COMPASS RULE
LINE TABLE
LINE #
DIREC77ON
LENGTH
RECORD
L 1
, S26 2744 "W
134.42'
(134.40)
L2
S3534'07"W
194.51 '
(194.63')
L3
S8338'38"E
78.14'
(78.68)
L4
S8956'02"E
65.52'
(65.77)
L5
N08 5647'E
187.14'
(186.83)
L6
I N01.14357E
202.70'
(202.78)
!7�
'ESTABLISHED BY
COMPASS RULE
�� G
rDFD 1 " IP
RCE 27147 TAG,
N 0. 4,
PER RS 66/67
SURVEYOR'S NOTES
= SET 3/4" IP, W/LS 9043 TAG, FLUSH
= FOUND 3/4" IP, NO TAG, FLUSH,
PER MB 14/85-86, UNLESS NOTED
OTHERWISE, SET LS 9043 TAG
= REC. DATA PER MB 14/85-86
REC. DATA PER RS 17/70
CURIE TABLE
CURIE #
DELTA
RADIUS
LENG7H
RECORD
Cl
d=6403'58"
100.00'
111.82'
(112.09')
C2
d=6953'38"
80.00'
97.59'
(97.35)
C3
d =45 07'12"
150.00'
118.12'
(118.14')
C5
d =120 49'15"
40.00'
84.35'
(84.33 )
C6
d =131 '15'55"
55.00'
126.01 '
(125.99)
C7
d =131 *15'55"
75. 00'
171. 83'
t(l 71. 80')
BPELSG-2016
Cnrnpr Rprnrd
Page 2 of 2