cr18_0649CORNER RECORD
Agencylndex (:,(2 � Z 3 1 1()
Document Number L4
City of Wildomar County of
Riverside California
Brief Legal Description Portion of Rancho La Laquna & Protracted Secion 34, T6S, R4W, SBM
CORNER TYPE
COORDINATES (Optional)
X ❑ Government Corner ❑ Control
N. E.
Elevation
❑ Meander ❑X Property
Units ❑Metric ❑ U.S. Survey Foot
❑ Rancho ❑Other
Horizontal Datum
Zone Epoch Date
Date of Survey February 7, 2018
Vertical Datum
May 3, 2018
Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑ 8765(d) 08771
❑ 8773 ❑ Other:
Corner/ ❑ Left as found ❑ Established
Rebuilt Pre -Construction
Monument: ❑ Found and tagged ❑X Reestablished
Referenced ❑X Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
F✓ See sheet #2 for description(s):
Located monuments prior to construction, set monuments after construction as noted on page 2.
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on May 22. 2018
Signed P.L.S. or R.6.E No.
6144
COUNTY SURVEYOR'S STATEMENT (f
This Corner Record was received
and examined d fled 6 / A, (�
Signed P.L.S. or R E. No. l r iJ
Title RX.E,
County Surveyor's Comment
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No. 6144
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Document Number:
Agency Index
SCALE. 1 "=200' i
0 100 200 400
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM, NAD83 (CCS83) (EPOCH 2011.00)
LEGEND (N 35'43'11" E)
FD. COPPERWELD MARKED "RIV. CO. TRANS. � INT." N 37'06'14" E 55.00'
PER M.B. 368/29-32, ACCEPTED AS q INT. OF
WESLEY STREET AND PALOMAR STREET.
■ FD. I" PIPE & TAG IS 3698 PER P.M. 35/25,
OR AS NOTED HEREON
FD. 1" PIPE & PLUG ILLEGIBLE (1" PIPE & TAG o
RCE 31574 PER M.B. 368/29-32) of
N 55' 55'
0 SET 1/2" REBAR & CAP STAMPED IS 6144", Q
SEE NOTE FOR DISTURBED MONUMENT DESCRIPTION a `�
(...) RECORD DATA PER P.M. 35/25 OR AS NOTED N N
TIE LINE QA TA TABLE
T7 N 52'4723" W 54.91'
(N 54'10'26" W)
T2 N 37'12'37" E 55.00'
(N 35'49'34" E)
T3 N 37'07'50" E 77.93'
(N 35'4526" E)
T4 N 5252'10" W 30.00'
(N 54'14'34" W)
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FD. I" PIPE PER cc
P.M. 35/25, DISTURBED,
SET 1/2" REBAR PER
LEGEND N I a
a FD. I " PIPE PER P.M. 35125, o
DISTURBED, SET 1/2" REBAR
PER LEGEND
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N
00
N
m N N 70Ss� W L,
(N 35-4526" E) t2
N 37'07'50" E 352.93' _
WESLEY STREET T4-- T3''
T54 N 37'07'50" F 939.58' —
N 3629'55" E 939.61' CALC M.B. 368129-32)
N 35'4526" E) I r
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