cr20_0557CORNER RECORD Agency Index
Document Number
CR180071
2-O ZO -. O J 5Yl
City of UNICORPORTATED TERRITORY County of RIVERSIDE , California
Brief Legal Description PARCEL 4 OF P.M.B. 62 / 47 (APN 390-020-063)
CORNER TYPE
Government Corner ❑ Control
Meander ❑ Property
Rancho ❑ Other
COORDINATES (Optional)
N. E.
❑ Elevation
Units Metric ❑ U.S. Survey Foot Difl
LAJ
❑ Horizontal Datum
Zone
Vrt' IDt
Epoch Date
Date of Survey 01-31-18 a ica a um
[:]Complies with Public Resources Code §§8801-8819
[:]Complies with Public Resources Code §§8890-8902
PLS Act Ref: NX 8765(d) ❑ 8771 ❑ 8773
❑ Other:
Corner/ ❑ Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction
Monument: ❑ Found and tagged ❑X Reestablished ❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑X 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 Su eyors' Acg n 02-01-18
Signed QEDor R.C.E. No,
799;a
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received /y eZl� Z
and examined and filed /�,�/ ;_;,®
Signed�d— ✓P.L.S. ori. No. ?4912
Title
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
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J STEFAN LANTHIER O
No. LS 7259
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No. 9017
Exp. 09-30-21
Document Number 2020 " 00 _FY] Agency Index CRI 80071
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BEARING
DISTANCE
(BEARING)
(DISTANCE)
L1
L2
N45°07'15"E
NO°19'30"E
21.14'
44.77'
(N45°11'56"E)
(NO'20'37"E)
(21.16')
(44.77')
BASIS OF BEARINGS IS THE CENTERLINE OF RITA'S �)
LANE WHICH BEARS NO°18'20"E PER P.M. 62/47.
VEREDA REAL SCALL: Z"=1�0'
N89°41'11 "E 653.59' (N89°42'52"E 653.94')
- - - - -
i \- FDA-I.P. LS 4230 FLUSH NO REF. / i
FDA"I.P. LS 3698 I ACCEPTED AS THE CENTERLINE
FLUSH PER PM 62/47. INTERSECTION PER PM 62/47.
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BPELSG-2016 Page 2 of 2
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FDA"I.P. LS 3698 DN.1.5'
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ESTABLISHED BY
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N89`53 36 E 0.18' FROM THE --
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PRORATION
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NE COR. PARA PER PM 62/4/.
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BIENVENIDOS DR.
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N89"52'18"E 326.58'
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296.58' (N89°53'03"E 296.84')
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ESTABLISHED
30'
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AT RECORD
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DISTANCE
FLUSH PER PM
N
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62/47. ACCEPTED AS
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