cr23_1949CORNER RECORD Agency Index CR220119
Document Number ��3-19yy
City of MENIFEE County of RIVERSIDE , California
Brief Legal Description LOT 17, MAP BOOK 42 PAGES 15-21
r, r
L -
CORNER TYPE
Government Corner ❑ Control ❑
Meander ❑ Property ❑
N.
Elevation
Units
COORDINATES (Optional)
E.
Metric ❑ U.S. Survey Foot ❑
Rancho ❑ Other ❑ Horizontal Datum
Zone Epoch Date
Date of Survey MARCH 2O22 Vertical Datum
SEC 25 T5S, R4W ❑ Complies with Public Resources Code§§8801-8819
❑ Complies with Public Resources Code§§8890-8902
PLS Act Ref.: 0 8765(d) ❑ 8771 ❑ 8773 ❑ Other.
Corner/ ❑X Left as found ❑ Established ❑ Rebuilt 0 Pre -Construction
Monument: ❑ Found and tagged 0 Reestablished ❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed
0 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 La Surveyor 'Act on MARCH 2O22
Signed P.L.S. or-R.C.E ido- 8526
JU'=_11'N' L. DANKEL
COUNTY SURVEYOR'S STATMENT
This Corner Record was received November 06, 2023
and examined and filed 3G
Signed - 7 P.L-S- or-R E- No- 8488
Title Riverside County Surveyor
County Surveyor's Comment
SAND S!,
_, LS 8526
y� EXP.
��, 12-31-24 �
9��, OF CA
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FD, i /NCH IRON
PIPE PARTIALLY
ILLEGIBLE 'XXE
2530X " z`z 31 z
DOWN 1.0 FOR
CENTERLINE. Usk 21
o _
o =_ 32 = -
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FD 1 INCH IRON T
PIPE ILLEGIBLE N15°182p pp'}
DOWN 1. 1 FOR 1 Zp p0(1
CENTERLINE. J'
0-49) N
(CpLC 1
0
G
NOLpIN 34
I
N
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4=49°06'28"
No
R=300'
L=257.13'
N
(4=49°30'00" 35
w
R=300'
L=259. 18)
o
20
m]
18
L1 N00°19'00"W 42.00' RADIAL
(N00° 19'00 "W 42.00')
L2 N70° 15'04'E 42.00' RADIAL
(70° 15'04'E 42.00')
Cl 4=70*34'04" R=42' L=51.73'
(4=70°34'04" R=42' L=51.73)
O = SET 1 INCH IRON PIPE WITH
TAG LS 8526.
FD 1.25 INCH OD
O IRON PIPE
ILLEGIBLE, DOWN
0.4' FOR
14 CENTERLINE.
�.
orn
�.
o0
FD 1 /NCH IRON
L7
15 PIPE OPEN,
DOWN 0.7' FOR
CENTERLINE.
eRs 36
v *SEE \
Ac l s�r'recT7arV [ DETAIL
r� r 2g F LEFT.
4,10 r~r� .1,6 17
37`s6 T6'6R J MB 42115-21
ti� • C� FS 3j �s 09 N20°35'31 'E 84.92'
rye 1 01 �p�S38. r�J (N20°21 '46'E 85.02 )
�tK
4=27°36'34'; I 38 ��� 6 p.
R=300 -3' 1J
L=144.56' 39 1 62 34
(4=28°00'00"
h
R=300'
L=146.61) 40 ry
I FD 1.5 INCH IRON 0)
PIPE RCE 22428, ° 43
o DOWN 1.2' PER v ry
0 o 44 CR230278. 45
N N 41 .00
All
Zk
o 42
o
❑ 69.88, 78. 70 • %
,r7.5�' 1175$' 69.88,
(7000) (70.00, (18.90) 00
B'ING-B'ING `*-)
INTERSECTION
NO MONUMENTS
FOUND ON
SUBDIVISION
BOUNDARY.
46
1 " = 100,
<- (/l 50.00 B'ING BEARING
N8,3 11'18'E AIrE/U�O.00' I
(401, 481
� FD 1 INCH IRON
PIPE RCE 22428, FD 1 INCH IRON PIPE
I DOWN 0.6' PER RCE 22428, DOWN
CR230278. 0.8' PER CR230278
FOR CL ANGLE POINT.
CALC CALCULATED
CR CORNER RECORD
FD FOUND PER MB 42115-21
UNLESS OTHERWISE NOTED
_ OD OUTSIDE DIAMETER
R RADIAL
(XX) RECORD MB 42115-21
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