cr24_1785CORNER RECORD
City of Cathedral C
Brief Legal Description
Agency Index CR24O573
Document Number 2024-1785
County of Riverside
LOT 159 PER MB 26/88 SE 1/4 SEC. 17. T.4S.. R.5E.
. California
CORNER TYPE COORDINATES (Optional)
N. E.
❑ Government Corner ❑ Control Elevation
❑ Meander 0 Property Units ❑ Metric ❑ U.S. Survey Foot
❑ Rancho ❑ Other Horizontal Datum
Zone Epoch Date
x Date of Survey May 17, 2024 Vertical Datum
Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑X 8765(d) 118771 ❑ 8773 0 Other:
Corner/ ❑X Left as found ❑ Established ❑ Rebuilt 0 Pre -Construction
Monument: ❑ Found and tagged X❑ Reestablished ❑ Referenced 0 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' Acton Jul 29. 2024
Signed 0A`'a^161G' � P.L.S. or*.B . No. 8232
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
and examined and filed
Signed
P.L.S. or R.G.E. No. 9�L4?8_
Title 0, ou VA-W swywt)y
County Surveyor's Comment
L(� ARMANDO M. .�
MAGANA 700
* No.8232
N� Exp.12-31-25
CAG�F�//
V.
No.8488 0
li!xp.12-31-24 *�
BPELSG-2016 Page 1 of2
DOCUMENT NUMBER 2024-1785 AGENCY INDEX CR240573
SARAH STREET
N SNF
` r FLUSH
[
3 N
I
I
J
M
MONUMENT NOTES J <
J
�_
1
FD COPPERWELD STAMPED LS 8508, ~
FLUSH, ACCEPTED AS INT. RAMON ROAD ~ Uj
c3
N
AND CROSSLY ROAD AND 5' OFFSET TO z z
S 1 /4 COR. SEC. 17 PER CR 19/378 I
0
Q
J
z C>
N
Q
W
22
FD 1" IP TAG NL IN MON WELL, ACCEPTED N <
AS INT OF RAMON ROAD AND SAN LUIS 0
o
N
w
25 Q
25'
REY PER CR 18/271 25'
25'
z
I
3
FD 3/4" IP OPEN, DN. 1', ACCEPTED AS I 30~�--
INT. WHITEWATER TRAIL AND AGUA
30'
3
I
J
z
CALIENTE TRAIL PER MB 26/88 SNF
N
N
WHITEWATER TRAIL
It
�
161.z. 162
163
a
Q
4
L1
�
� flp
160� 159
�15
>-
+n
"' SARAH STREET 0
L1
�r
y
la
_
_
0" E 402.26'
SNF �, �
SNF
�
SAN LUIS REY SNFRAMON
r89
ROAD_
(N 89'43'00" E 1288.90')
a BASIS OF BEARINGS
NOTE
ALL BEARINGS AND DISTANCES ARE RECORD & MEASURED
OR CALC'D PER MB 26/88, UNLESS OTHERWISE NOTED
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE CENTER LINE OF
NORTH
RAMON ROAD BEING N 89'43'43" E PER MB 26/88
LEGEND 0
200'
400'
• INDICATES FOUND (FD) MONUMENT AS NOTED
SCALE
1"=200'
O INDICATES SET 5/8" REBAR WITH ALUMINUM CAP STAMPED
LS 8232
FLUSH
❑ INDICATES SET TAG LS 8232 ON TOP OF CURB AT PROLONGATION OF PL 12.8'
LINE TABLE
LINE
BEARING
LENGTH
(L1)
N89'43'00"E
73.00'
(L2)
N00'12'40"W
110.00'
(L3)
N89'43'00"E
109.95'
(L4)
N00'12'40"W
135.00'
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