cr23_0118CORNER RECORD Agency Index CR210667
Document Number , ?--3' P 11 S
City of Hemet County of Riverside , California
Brief Legal Description Parcel 3, P.M. 29/19-20, Sec. 8, T.5S., RAW., S.B.B. & M.
CORNER TYPE
N.
Elevation
COORDINATES (Optional)
E.
Units In Metric ❑ U.S. Survey Foot
Lj Rancho ❑ Other Horizontal Datum
X Zone Epoch Date
Date of Survey June 21, 2021 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
PROJECTED SEC. 8, T.5S., R.M. S.B.M.,
RANCHO SAN JACINTO VIEJO ❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: FX1 8765(d) ❑ 8771 In 8773 F1 Other:
Corner/ o Left as found ❑Established❑ Rebuilt ❑Pre -Construction
Monument: ❑ Found and tagged 0 Reestablished ❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
Q See sheet #2 for description(s):
Government Corner
❑
Control
''
11
Meander
Fl
Property
N.
Elevation
COORDINATES (Optional)
E.
Units In Metric ❑ U.S. Survey Foot
Lj Rancho ❑ Other Horizontal Datum
X Zone Epoch Date
Date of Survey June 21, 2021 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
PROJECTED SEC. 8, T.5S., R.M. S.B.M.,
RANCHO SAN JACINTO VIEJO ❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: FX1 8765(d) ❑ 8771 In 8773 F1 Other:
Corner/ o Left as found ❑Established❑ Rebuilt ❑Pre -Construction
Monument: ❑ Found and tagged 0 Reestablished ❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
Q See sheet #2 for description(s):
County Surveyor's Comment
SPELSG-2016 Page 1 ort
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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the Professional Land Surveyors' Act on June 21 2021
Exp, „,.,� , 1..
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Signed P.L.S. or R.G.E. No. 8509
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COUNTY SURVEYOR'S STATEMENT
NOV 9, 2021
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This Corner Record was received
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and examined and filed 1/18/2023
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Signed _.. P.L.S. or R.G.E No. 8488
No. 8488
* Exp. 12-31-24
Title Riverside County Surveyor
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County Surveyor's Comment
SPELSG-2016 Page 1 ort
—- _ 1n1 -2 /1,. i1
yVl.U171C1 It IVUIIIIJGI O
SURVEYOR'S NOTES:
BEARINGS HEREON ARE BASED ON THE RIGHT OF WAY
LIN£ OF FLORIDA AVENUE, PER P.M. 29/19-20.
BEJNG N 895957' E.
() DENOTES RECORD AND MEASURED DATA PER
P.M. 112/39-40
(J DENOTES RECORD AND MEASURED DATA PER
P.M. 29,119-20
(E D � M. 112/39-40 TES CALCULATED DATA PER P.M. 29/19-20
MONUMENT'S NOTES•
Agency inaex
1: 11C SCAT'&:
60 0 30 60
c=I
1 inch = 60 &
101 PAi/I DOPA
ARC TABLE
NO. DELTA RADIUS LENGTH
Cl d=52'4721 25.00 23.03
C2 d=577152 25.00 24.96
0 INDICATES FOUND NAIL AND TAG, FLUSH, A INDICATES SET NAIL AND TAG, RUSH,
STAMPED -R.C.E. 14232; PER P.M. STAMPED "LS 85091
.
112139-40. ACCEPTED PEPE THE P.M. INDICATES SET 1" I.P., RUSH W LASTIC
NETS OF PARCEL IR M. /P
112/39-40. PLUG STAMPED I.S. 8509"
Q INDICATES FOUND NAIL AND TAC RUSH,
STAMPED IS 784J-, PER P.M. 215/4-6.
ACCEPTED AS THE ME CORNER OF PARCEL
2, PER P.M. 29/19-20.
I (N89 59'57"F)
I
UNE TABLE
i
Q
I
LENGTH
Li
w
i
L2
I
N
L3
N89 56 30 W
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2
PARCEL 3
32.91
c P.M. 112%39-40.
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I
O
N8956'30 W
92.00
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o
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JOB No. 21-119
- �(K FLORIDA A VENUE
—e— - -
I
BAS'OF BEARINGS
N8959'57"E 49I J6' ([N89 5957-E 49536°
IN8959 57 E 26
N
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f f 48.57,yV.J/
I EN325f JB""E
PAROL 3
P.M. 29/19-20.
SPELSG-2016 Page 2 of 2
m- I
PARCEL 2
P.M. 29/19-20.
I
I
i
I
I
I
UNE TABLE
NO
BEARING
LENGTH
Li
N89 56 30 W
37.53
L2
N00'03'30 E
11.00
L3
N89 56 30 W
79.00'
L4
N5956 30 W
32.91
L5
N00 03 30 E
16.60'
L6
N8956'30 W
92.00
m- I
PARCEL 2
P.M. 29/19-20.
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