cr23_0407CORNER RECORD Agencylndex CR230035
Document Number e -6a 3 , 6 10-7
City of Unincorporated Territory -North Shore County of Riverside , California
Brief Legal Description LOT 206 PER MB 43/45-49 SE 1/4 SEC 21, T.7S., R.10E., SBB&M
CORNER TYPE COORDINATES (Optional)
N. E.
Government Corner ❑ Control Elevation
El Meander ❑X Property Units ❑ Metric ❑ U.S. Survey Foot
e
17 Rancho ❑ Other Horizontal Datum
X Zone Epoch Date
Date of Survey January 6, 2023 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑ 8765(d) 8771 ❑ 8773 ❑ Other:
Corner/ N Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction
Monument:-1El Found and tagged Reestablished Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed
Q 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' Act on January 17 2023 v_
Signed P.L.S. or B-E;~}er 8232
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
3--7-23
and examined and filed
.d :57
Signed P.L.S. or R. .E. No. �o
Title
County Surveyor's Comment
BPELSG-2016 Page i oft
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No.8232
(1P Exp } l 2 .
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No. 8483
Exp. 12-31-24 11,;n
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DOCUMENT NUMBER OLlo-7 AGENCY INDEX CR230035
F
FOUND NAIL AND SHINER FLUSH IN
AC PAVING, ACCEPTED AS
/CENTERLINE INTERSECTION OF
WINDWARD DRIVE AND YAWL
AVENUE PER CR 19-0374
FOUND 2X2 HUB FLUSH, NO TAG,
ACCEPTED AS CENTERLINE
INTERSECTION OF COSTA MESA
DRIVE AND YAWL AVENUE PER CR
19-03%4
BASIS OF BEARINGS
YAWL AVENUEN 89°31 21 W 1 435.
FOUND 2X2 HUB FLUSH, WITH NAIL, FOUND 2X2 HUB FLUSH, WITH N&T
NO TAG, ACCEPTED AS CENTERLINE "RIV CO SURVEYOR", ACCEPTED AS
INTERSECTION OF WINDWARD DRIVE CENTERLINE INTERSECTION OF
AND SEASCAPE AVENUE PER CR COSTA MESA DRIVE AND SEASCAPE
08-0299 AVENUE PER CR 15-0036
CURVE TABLE
CURVE RADIUS DELTA ILENGTH
(Cl) 1 553.00' 3'26'11" 1 31.16'
ALL BEARINGS AND DISTANCES ARE RECORD & MEASURED
OR CALC'D PER MB 43/45-49, UNLESS OTHERWISE NOTED
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE CENTERLINE OF YAWL
AVENUE BEING N 89`31'21" W PER MB 43/45-49
LEGEND
• INDICATES FOUND MONUMENT AS NOTED NORTH
O INDICATES SET 5/8" REBAR WITH PLUG LS 8232, FLUSH
❑ INDICATES FOUND 2X2 HUB FLUSH, SET TAG LS 8232
( ) INDICATES RECORD DATA PER MB 43/45-49 0 200' 400'
SCALE 1 "= 200'
BPELSG-2016 PAGE 2 OF 2
LINE TABLE
LINE
I BEARING
LENGTH
(L1)
N00'28'33"E
128.00'
(L2)
N89'31'21 "W
60.00'
(L3)
N00'16'15"E
316.00'
(L4)
N15'49'33"E
290.39'
ALL BEARINGS AND DISTANCES ARE RECORD & MEASURED
OR CALC'D PER MB 43/45-49, UNLESS OTHERWISE NOTED
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE CENTERLINE OF YAWL
AVENUE BEING N 89`31'21" W PER MB 43/45-49
LEGEND
• INDICATES FOUND MONUMENT AS NOTED NORTH
O INDICATES SET 5/8" REBAR WITH PLUG LS 8232, FLUSH
❑ INDICATES FOUND 2X2 HUB FLUSH, SET TAG LS 8232
( ) INDICATES RECORD DATA PER MB 43/45-49 0 200' 400'
SCALE 1 "= 200'
BPELSG-2016 PAGE 2 OF 2