cr22_0178CORNER RECORD Agency Index CR200436
Document Number 20.ta - D I r76
,,ity of UNICORPORATED TERRITORY County of RIVERSIDE
Brief Legal Description _ LOT 18 OF MB 46/15-20.
, California
CORNER TYPE COORDINATES (Optional)
N. E.
E® Government Corner ® Control Elevation
® Meander Property Units ❑ Metric X® U.S. Survey Foot
® Rancho ® Other Horizontal Datum
x
Zone Epoch Date
Date of Survey February 13, 2019 Vertical Datum
SEC ❑ Complies with Public Resources Code §§8801-8819
T3S. R'E,
SBM ❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ®X 8765(d) ❑ 8771 ❑ 8773 ❑ Other:
Corner/ IX Left as found ❑ Established ❑ Rebuilt Pre -Construction
Monument: ❑ Found and tagged Reestablished ❑ Referenced ® Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed,
✓❑ See sheet #2 for description(s):
rG Lfi
SURVEYOR'S STATEMENT �V X_AND S4,
S Op
This Corner Record was prepared by me or under my direction in conformance with
PHILLIP K FOMOTOR
the Professional Land Surveyors' Act on February 13, 2019
No. 7070
Signed — P L S or R C.E No 7070
A9rE OF CA -
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
7-7-20
and examined and filed 8-11-22
Signed - - P.L.S. or-2'6-F_No
Title RIVERSIDE COUNTY SURVEYOR
County Surveyor's Comment
BPELSG-2016 Page 1 of2
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* Exp. 12-31 -22
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Document Number .10 Xl — 01r78
Agency Index CR200436
L=53.35' R=300.00'
A=10' 1 V24"
24"
(L=53.44' R=300.00'
A=10' 2'22')
N89.43-21 "W 65.92'
(N 9'44'26"W 65.81'
BELAND DRIVE
N O' 10'51 "W 30.00'
(NO' 10'51 "W 30.00')
LO
r,
N89'43'21 "W
352.88'
(N89'44'26"W
353.00')
72-1 N89'43'21 "W
25.99'
- �(N89'44'26"W
r LOT 26 S.N.F.-� 25.99')
Cj LOT 15
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SURVEYOR'S NOTES AINTREE
DRIVE
O
n
o
000
o
Lc)
FD.
1 1/4" I.P. PER MB 46/15-20 &
PLUG STAMPED LS7070. FLUSH.
TIE
BOOK 2/195. DOWN 0.8'.
A
INDICATES SET GEAR SPIKE AND WASHER2
�
FD.
0)
W
LOT 19
0
INDICATES MNOTED
W 0 LO
N89'42'35"W 144.57'
r,
Ln
°
o
0
N89'44'26"W 145.00']
LS
7424 DOWN 0.8'. NO REF. FOR PLUG.
(1) m v
3-X
111.54'(112.00')
FD.
3/4" I.P. PER RS 29/65-67 &
46/15-20.
LOT 18
--co
INDICATES RECORD DATA PER RS
V) `°-c,3
Q�
MB 46/15-20
J
0
o
m 3
"= W
0 ,n
�?
L=23.44' R=15.00'
o
SCALE 1 60'
0 a
A=89'3144
N
I—
U `n
(L=23.45' R=15.00'
00
0000
X
00
in ZZ
A=89'33'35'
0
0
Z
0
o 33'
N89'42'35"W 96.64'
zz
N89'44'26" L 97.11'
NO' 17'25"E 30.00'
o
J
47.63'
[NO' 15'34"E 30.00'1
q
[47.66']
96.87'[97.34']
327.10'(327.01']x,
—
77
N89'42`35"W 471.60' (N89'44' 6"W
472.01')
CA
K
Z
Q
W
_0
m
0
-29/65.-.6.7.. - — - — — — —
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED
ON THE BEARING NUO151"W BEING THE
CENTERLINE OF EXCELSIOR STREET PER MB
46/15-20.
BPELSG-2016 Page 2 of 2
LI
SURVEYOR'S NOTES AINTREE
DRIVE
O
INDICATES SET 1" IRON PIPE WITH❑
FD.
1 1/4" I.P. PER MB 46/15-20 &
PLUG STAMPED LS7070. FLUSH.
TIE
BOOK 2/195. DOWN 0.8'.
A
INDICATES SET GEAR SPIKE AND WASHER2
�
FD.
3/4" I.P. PER RS 29/65-67.
STAMPED LS7070 FLUSH IN ASPHALT.
DOWN 0.8'
INDICATES MNOTED
(
INDICATES RECORD DATA PER MB
0
FD.
3/4" I.P. PER RS 29/65-67. PLUG
46/15-20.
LS
7424 DOWN 0.8'. NO REF. FOR PLUG.
INDICATES CALC'D DATA PER MB
®
FD.
3/4" I.P. PER RS 29/65-67 &
46/15-20.
CR04-0630. BENT(SHOT BASE) DOWN
INDICATES RECORD DATA PER RS
0.8'.
-29/65.-.6.7.. - — - — — — —
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED
ON THE BEARING NUO151"W BEING THE
CENTERLINE OF EXCELSIOR STREET PER MB
46/15-20.
BPELSG-2016 Page 2 of 2