cr23_0956CORNER RECORD Agency Index CR220714
Document Number -,�O,;' 3 - 01 ST
City of CANYON LAKE County of RIVERSIDE , California
Brief Legal Description LOT 412 OF TRACT No. 3719 PER M.B. 58/49-65.
CORNER TYPE COORDINATES (Optional)
N. E.
X Elevation
Meander Q Property Units Metric Q U.S. Survey Foot
--------- 2----------
® Rancho Other Horizontal Datum
Zone Epoch Date
I Date of Survey September 19, 2022 Vertical Datum
F] Complies with Public Resources Code §§8801-8819
Sec. 2 T. 6S., R. 4W., S.B.M.
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) E] 8771 ® 8773 ® Other:
Corner/ Q Left as found Established Rebuilt El Pre -Construction
Monument: El Found and tagged a Reestablished Referenced ® Post -Construction
SITE rl Government Comer [] Control
Narrative of comer identified and monument as found, set, reset, replaced, or removed:
2] See sheet #2 for description(s):
SI LAND 3
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with No. 4343
the Professional Land Surveyors' Act on sel7tern-w 21.2022 _._ * `
Signed
`d_"�- - P.L.S. or No. 4343 , �qT
_ _
F OF GAO4°��'
COUNTY SURVEYOR'S STATEMENT
This Comer Record was received 2— -3 _
and examined and filed
Signed P.L.S. or R.C.E. No.
Title—,—L✓U'1' S LY
County Surveyor's Comment
BPELSG-2016 Page f of 2 W.O. 22-129
Document Number �, :> - c -73
SURVEYOR'S NOTES
index
SCALE; 1 "= 60'
BASIS OF BEARINGS IS TAKEN FROM THE CENTERLINE OF CANYON LAKE DRIVE SOUTH
PER M.B. 58/49-65, BEING N 67'57'36" W.
DENOTES FOUND 3/4" I.P. TAGGED R.C.E. 9890, FLUSH, PER M.B. 58/49-65.
Q DENOTES FOUND NAIL & TAG R.C.E. 9890 IN T.C. PER M.B. 5B/49-65.
DENOTES FOUND GIN SPIKE & WASHER STAMPED L.S. 5529, FLUSH, PER C.R. 15-0333 & C.R. 15-03334.
MONUMENT ACCEPTED AS C.L. OF CANYON LAKE DRIVE SOUTH PER M.B. 58/49-65.
O DENOTES SET 1' I.P. TAGGED L.S. 4343, FLUSH. CURVE DATA
() DENOTES RECORD DATA PER M.B. 58/49-65.
S.F.N. DENOTES SEARCHED, FOUND NOTHING.
ALL I.P. DIMENSIONS ARE INSIDE DIAMETER.
LINE DATA
�N
BEARING
DISTANCE
1
N 21'49'51" E
11.32'
2
N 17'4515" E
11.80,
(3)
N 76'29'29" W
76.85'
f
409 f
f
f
(76.85')
MB 58149�65
i
i 4,,�
410
411
�N
2N
N
i
`1
ON
I DELTA
RADIUS
LENGTH
TANGENT
1
1 12'25'34"
800.00'
173.50'
87.09'
(12'25'40-)
(800.00')
(173.52')
(87.10')
2
4'04'27"
844.00'
60.01'
30.02'
(4'04'23')
(844.06)
(60.00')
3
O'12'33"
844.00'
3.08'
1
1.54'
(012'31")
(844.00')
(3.07')
F.N.
ESTABLISHED BY COMPASS
RULE PROPORTIONATE
MEASUREMENT
4v n�Lf 59//4-01 f
o
• o
N
412 f
n Cb `..
zN �
413
414
3 % 415
4N 22"02'24" E /
44.00'
C Or
/ �gS7S
- w S
C7O�q3�w rs8 80
(JTh, s� Z�
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