cr23_1544CORNER RECORD Agency I ndex CR 21-0953
Document Number aoa3—I, -y 4
-City-ef~ UNINCORPORATED TERRITORY County of RIVERSIDE , California
Brief Legal Description PARCEL 1, P.M. 86/4-5, SEC. 4, T. 5S., R. 2W., S.B.B.M.
CORNER TYPE COORDINATES (Optional)
N- E.
QGovernment Corner rl Control Elevation
X ® Meander ®X Property Units Metric ® U.S. Survey Foot
4 ® Rancho ® Other Horizontal Datum
Zone Epoch Date
Date of Survey August 24, 2021 Vertical Datum
Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) El 8771 ® 8773 ® Other:
Corner/ M Left as found El Established Rebuilt Pre -Construction
Monument: Z Found and tagged ❑X Reestablished Referenced ® Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed
❑✓ 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 Surveyors' ct on _September 1, 2021„
Signed .1 8509
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received ,! I,! 23
and examined and filed 9—/ Signed f _ P.L.S. or R.C.E. No a c�
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Title
County Surveyor's Comment
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VlLLA:SENC.;
LS350
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No.8488 x
Exp.12-31-24 [
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BPELSG-2016 Page 1 or2
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L1
3O' 36.75'
(36.77)
■ L4
PARCEL 4
P.M. 105 / 91
N8959'52"E 662.72' fA
532.
99 59'00 E
32.74
PARCEL 1
PARCEL MAP 14692
P.M. 86 / 4-5
I VS JOB NO. 21-166
74' N
I
UP a50; ACCEPTED AS7HE
N.E. COR. OF THE S 1/2,vS W.1/4, N.E. 1/4, SEC. 4
a S
g GRAPHIC SCALE
cy - 100 p 50 100
N
1 inch = 100 fE
N SURVEYOR'S NOTES
rn THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CENTERLINE OF DUVALL ROAD, PER P.M. 86/4-5,
BEING NORTH &84752" WEST
,,u () DEN07ES RECORD DATA PER P.M. 86/4-5
h • m �3� �y 533 66'
L7� _ _ _ DUVALL ROAD o
N8647'52W 664.95 (N8844752'W 594.84) -
BASIS OF BEARINGS'
o DOMN E480
N MONUMiNT'S NOTES
49 INDICA TES POUND 1 " L P W/7AG -R CE. 237131, FLUSH, PER P.M. 86/4-5
UNLESS OIHERMISE NOTED.
1N0fCA TES FOUND 1-1/4' I.A. OPEN. OO4fV 020'. IN LIEU OF 1/-114' [P. W% AG
74.0 C.E. 121161 PER P.M. 86/4-5. ACCEPTED AS THE N. W. COR. OF THE S 112
STY 1/4. N.E: 1/4, sECv A AMXED FAG I.S 850' UNLESS OTTiFSMSE NOTED.
N 1N 07ES FOUND 3/4' I.P. W/TAG *R CE. 8,621, FLUSH, PDP P.M. 86/4-5.
® INDICATES FOUND I' I,P. WIFAG IS 4230, FLUSH, IN LIEU OF I" I.P.
W/7AG 77 C:E: 23713' PER RM. 86/4-5 ACCEPTED AS RIGHT-OF-WAY
CUTBACKS PER P.M. 86/4-5.
O h0ICAIES SET I' I.P. WIPLAS17C PLUG STAMPED IS 8509' FLUSH.
N0078 29 E [RJR
rn
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DOWN 060'
ARC TABLE
NO.
DELTA
RADIUS
LENGTH
Cl
3-1500'23
100.00'
26.1s
15 00 39 "
700. OD
26.20'
C2
6=14 08 32
48.00
11.85
� 1409 45
48.00
r 1.86
LINE TABLE
NO.
BEARING
LENGTH
L1
N897456"W
100.11
N8972'18'W
100.00
L2
NOO 36 35 E
100.03
N003742 E
100.00'
L3
N8972 35 W
100.10'
N897218 W
100.00
L4
N4339 05 W
21.00
N4405 05 W
21.11'
L5
N767145 E
50.00
N767129 E
50.00
L6
NO0 6'4O'E
44.49'
N0037 42 E
44.55'
L7
N88 47 52
44.43'
N88'47 52"W
44.55'
N
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