cr23_0343klom;` 0" KORMER RECORD Agency Index CR221210
Document Number e2 o� 3 - 03 q 3
City of HEMET County of RIVERSIDE —, California
Brief Legal Description PTN NE 1/4 LOT 2, HEMET LAND CO., M.B. 1/14 APN 443-152-003
S. 10, T. 5 S.,R. 1 W.
® Government Corner
F1 Meander
F1 Rancho
n Control
nX Property
N.
Elevation
Units
COORDINATES (Optional)
E.
E] Metric U.S. Survey Foot
Li Other Horizontal Datum
Date of Survey DECEMBER 19,
Zone Epoch Date
2 0 2 2 Vertical Datum
F] Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: Z 8765(4)
X
---------- -----------
Other:
S. 10, T. 5 S.,R. 1 W.
® Government Corner
F1 Meander
F1 Rancho
n Control
nX Property
N.
Elevation
Units
COORDINATES (Optional)
E.
E] Metric U.S. Survey Foot
Li Other Horizontal Datum
Date of Survey DECEMBER 19,
Zone Epoch Date
2 0 2 2 Vertical Datum
F] Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: Z 8765(4)
E] 4771
8773
Other:
Corner/ nX Left as found
Established
F] Rebuilt
Pre -Construction
Monument: Found and tagged
1212�j Reestablished
EIReferenced
11 Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed
[Z] See sheet #2 for description(s):
BPELSG-2016 Page 1 of 2
SURVEYOR'S STATEMENT
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This Corner Record was prepared by me or under my direction in conformance with
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Im
the ProfessiopaK-Mrid Surveyors' Act on December 27, 2022
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Signed P.L.S. or P)Q.E. No. 8136
COUNTY SURVEYOR'S STATEMENT
3-7- ''3
This Corner Record was received
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and examined and filed
.E.
Signed P.L.S. or No.
AL
Title
County Surveyor's Comment
IV® .848,q
EXP. 12-,31-24
BPELSG-2016 Page 1 of 2
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N89*58'45'V 329.90'
OAKMD AVENUE 71)
S.F.N. 30'
LANDS OF THE HE ET LAND CO.
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SEE DETAIL "A
N89*58*25W 134.78' 1-rl
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N.T.S.
DETAIL "A"
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30'
N89 -55124"W 134.65'
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ACCESS
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30' rb
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134.56' 164.55'
N89*58'24"W 299.11'
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SURVEYOR'S NOTES
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INDICATES FOUND HAWED -MANHOLE
PER RS 125/74
INDICATES FOUND I" IP W/ PP LS 6054
FL, PER RS 125/74
0 INDICATES SET i" IP W/ P.P. LS 8136 FL
DATE STREET
MEASUREMENTS ARE RECORD AND
MEASURED PER RS 125/74
1"=60'
BASIS OF BEARINGS IS N00*00'00"E ALONG
THE CENTERLINE OF THOMPSON STREET
PER RS 125/74
W.O. 22-100
SPELSG-2016 Page 2 of 2