cr25_0590CORNER RECORD Agency Index
Document Number
City of RIVERSIDE County of
Brief Legal Description LOT 32 OF TRACT 3164, M.B. 54/46-48
CORNER TYPE
Government Comer[] Control
Meander ❑ Property
Rancho ❑ Other
Date of Survey
SECTION 31, T 2 S, R 4 W, S.B.M.
MAY 20. 2024
CR240392
- 01:�;,!11 o
RIVERSIDE , California
APN:254-190-009
COORDINATES (Optional)
N. E.
❑ Elevation
Units Metric ❑
❑ Horizontal Datum
Zone
Vertical Datum
U.S. Survey Foot
Epoch Date
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref:M 8765(d) ❑ 8771 ❑ 8773
❑ Other:
Corner/ [XI Left as found 0 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:
❑ See sheet #2 for description (s):
MONUMENT AND ESTABLISHMENT NOTES:
9 = 3/4" I.P. WITH N/T "RCE 862" PER R1
•=INDICATES FOUND MONUMENT AS DESCRIBED HEREON.
10=2X2 HUB WITH N/T "RCE 862" PER R1
❑=SET N�T "PLS 7796" ON TOP OF BLOCK WALL
A = ESTABLISHED LOT CORNER BY COMPASS RULE ADJUSTMEN
O=SET 1 I.P. WITH N/T "PLS 7796"
B = ESTABLISHED LOT CORNER BY PRORATION PER R1
1 = PK W "RIVERSIDE CITY SURVEY" PER R2 & R3
SNF= SEARCHED FOR MONUMENT, NOTHING FOUND
2 = N T "RCE 862" ON TC PER R2 & R3
REFERENCES:
3 = NAIL SHANK ON TC PER R2 & R3
R1=TRACT 3164, M.B. 54/46-48
4 = PK/W RIVERSIDE CITY SURVEY" PER R4 & R5
R2=CITY OF RIVERSIDE TIE C12029
5 = PK NAIL PER ON TC R4 & R5
R3=CR 07-0441
6 = NAIL SHANK ON TC PER R4 & R5
R4=CITY OF RIVERSIDE TIE C12031 LANp
7 = "C" NAIL ON TC PER R4 & R5
R3=CR 07-0439
8 = NAIL SHANK ON TC IN LIEU OF C NAIL PER R4 & R5
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with P.L.S. 7796
the Professional Land Survevors' Act on JULY 10, 2024
Signed �4 P.L.S. OF R.G.E. No. 7796 qTF OF CA��Fd'
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 04/30/25
and examined and filed
Signed
Title. County Surveyor
County Surveyor's Comment
P.L.S. or-Rs�E. No. 8488
NOOp,L I-'4Np��
Oh`- � M�
a- ❑ No.8488 ::°
* Exp. 12-31-26
4
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Document Number �� � 0 b
Index GRMU392
/08
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5� 4,79
VIA NUEVO
4
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/ 0
NI
z\ram
7
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m -Nb
RECORD DATA PER R1
CURVE
RADIUS
DELTA
LENGTH
Cl
300,00'
25'01 09
131.00
C2
270.00
6'42 08
31.58
C3
135.00
32' 11 09 '
75.84
C4
135.00
3051 42
72.72
C5
135.00
1' 19 20
3.12
C6
42.00
22Q'32 44
161.68
C7
42.00
8V50 01
62.19
C8
42.00
58' 16 18
42.72
C9
42.00'
64'00 30
46.92
C10
42.00
13'25 55
9.85
60-- - BASIS OF BEARINGS:
L12/ 4 L13(R)---1 THE ARE
BASED EUPON THE CENTERLARINGS SHOWN INE OF VIA
/ N DONOSO, BEING N1'52'55"E AS SHOWN
ON TRACT 3164 FILED IN BOOK 54,
PAGES 46 THROUGH 48 INCLUSIVE OF
lMAPS, RECORDS OF RIVERSIDE COUNTY.
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LOT 30
LOT 33
N89' 13'37"W
C5 120.11'(120.00'R1)
U
RECORD DATA
LINE
BEARING
DISTANCE
DISTANCE
REF.
L1
N8W97 38 W
42.00
42.00
R1
L2
N52'59 38 E
42.Op
42.00
R1
L3
N89' 13 37
14.53
L4
N31'31 18 E
32.85
32.91
R2&R3
L5
N32'07 39 W
29.45
29.47
R2&R3
L6
N63'48 56 W
13.98'
L7
N 16'05'57"E
29.95
29.97
R2&R3
L8
N 16'0 557 -E
12.05
L9
N80'06 27 E
30.01
30.01
R2&R3
L10
N80'06 27 E
1 1.99
L1 1
N24'40 37 E
42.91
42.93
R4&R5
L12
N88'12 26 W
18.41
18.38
R4&R5
L13
N88'07 05 W
30.00
30.00
R1
L14
N58'21 22'E
29.97
30.00
R4&R5
L15
N41'52'37 W
26.60
26.61'
R4&R5
L16
N38'50 07 E
30.60
30.61
R4&R5
L17
N40'46 12 W
36.87
36.87
R4&R5
L18
N44'40 14 E
36.60
36.61
R4&R5
L19
N60'26 47 'W
20.72
20.72
R4&R5
t20
N01'52 55 E
43.67
43.69
R1
VIA PINTS-�]l
I0
It
s
_ rr 9
- LOT Q /
0 0'
LOT 35
SNF
LOT S-'J A
r ~ 1 (p r T'1
1 ryry,1
1 h1
1 ryry /
1 \ L �
/
222.52' I (222.39'R1) \ - LOT 1 it 4, 1
10
TRACT 3-1641
NIS J 411416- 8
LOT 32
N6j,
1,Ssy�
7�
102.41 ' (102.39'R 1)
f •B
LOT J J c�co /
FIS 45/93-9 •
o� �'I
1 �/ PAF-31 r 1
� 9
0 ❑15
9 SCALE 1 " = 40'
Ky
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