cr22_0895CORNER RECORD Agency Index CR220498
Document Number 2022-0895
City of MENIFEE County of RIVERSIDE , California
Brief Legal Description INTERSECTION OF CONNIE WAY AND LOLA COURT
CORNER TYPE COORDINATES (Optional)
N. E.
❑ Government Corner [ Control Elevation
❑ Meander ❑ Property Units
❑ Metric ❑ U.S. Survey Foot
❑ Rancho ❑ Other Horizontal Datum
PRE—CONSTRUCTION zone - - ---- - Epoch Date
Date of Survey MARCH 11, 2022 Vertical Datum
POST—CONSTRUCTION ❑ Complies with Public Resources Code §§8801-8819
MAY 05, 2022 ❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref: ❑ 8765(d) n 8771 ❑ 8773
Corner/ ❑ Left as found ❑ Established ❑ Rebuilt
Monument: 0 Found and tagged C Reestablished C Referenced
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
K 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 Su eyors' Act on MAY 13 2022
Signed 5j P.L.S.or R.G.E. No. 8133
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received SEP 13, 2022
12/20/2022
and examined and filed
Signed P.L.S. er R.G.E. No. 8488
Title Riverside County Surveyor
County Surveyor's Comment
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❑ Other:
ff Pre -Construction
LI Post -Construction
flNPL LAND
D, sG
0- c r�
Z �
'k No. 8133
AXP. J31-22
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or
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CL a No. 8488
* Exp. 12-31-24
LP
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uocument Ivumoer zu«-uuyo
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ri--6
$1.93' M
CURB
LINE DATA:
L1=16.36' M
L2=18.33' M, 18.25' R 1
L3=41.54'
M
3g.2�
M, 18.25' R 1
L5=42.16'
M, 42.14' R1
L6=19.65'
CURB
LINE DATA:
L1=16.36' M
L2=18.33' M, 18.25' R 1
L3=41.54'
M
L4=18.29'
M, 18.25' R 1
L5=42.16'
M, 42.14' R1
L6=19.65'
M, 19.69' R1
L 7=21.77'
M
L8=38.50'
M
L9= 16.78' R 1
L 10=56.98'
R 1
L11=38.14'
M
L 12=20.76'
M, 20.77' R 1
L 13=25.47,
25.46' R1
L 14=36.49'
M
REFERENCE NOTES:
R 1 = INDICATES RECORD PER TB 92/193.
M = INDICATES MEASURED DISTANCE.
MONUMENT NOTES:
ency Inoex UK22U498
-..`f` \1 . — / /v
14,
{ — FD 1 " IRON. PIPE WITH PI A.ST.II: PLUG STAMPED I 3018'; I L!S�; PE,p ? ,', P,RIOP,
DESTROYED BY CONSTRUCTION.
THE PURPOSE OF THIS RECORD IS TO DOCUMENT THE PERPETUATION OF FOUND
MONUMENT(S) PURSUANT TO THE PLS ACT SECTION 8771. NO CLAIM IS MADE
REGARDING THE CORRECTNESS OF THE POSITION($) OF SAID MONUMENTS(S),
OR THE DIMENSIONAL REIAMNSHIP TO STREET CENTERLINES OR PROPERTY
BOUNDARIES. JN: 259-019/005
BPELSG-2016 Page 2of2
TO CONSTRUCTION, SET SPIKE &
WASHER, STAMPED
IS 8133';
FLUSH, PER R1,
AFTER CONSTRUCTION.
—
FD RAMSET NAIL & TAG, STAMPED
IS 3018" FLUSH
IN CURB,
PER R 1, PRIOR TO
CONSTRUCTION AND AFTER CONSTRUCTION.
FD RAMSET NAIL, NO TAG, FLUSH
IN CURB, PER R1,
PRIOR TO
CONSTRUCTION
AND AFTER CONSTRUCTION.
—
FD RAMSET NAIL & TAG, STAMPED
IS 3018'; FLUSH
IN CURB,
NO RECORD, PRIOR
TO CONSTRUCTION AND AFTER CONSTRUCTION.
�5 —
FD RAMSET NAIL, NO TAG, FLUSH
IN CURB, NO RECORD, PRIOR
TO CONSTRUCTION
AND AFTER CONSTRUCTION.
—
SEARCHED FOUND NOTHING, PER R 1, PRIOR TO CONSTRUCTION.
(D—
SET LEAD, TACK & TAG, STAMPED
IS 8133 , FLUSH
IN CURB,
AFTER CONSTRUCTION.
@—
FD RAMSET NAIL, NO TAG, FLUSH
IN CURB, PER R 1,
PRIOR TO
CONSTRUCTION
DESTROYED BY CONSTRUCTION.
THE PURPOSE OF THIS RECORD IS TO DOCUMENT THE PERPETUATION OF FOUND
MONUMENT(S) PURSUANT TO THE PLS ACT SECTION 8771. NO CLAIM IS MADE
REGARDING THE CORRECTNESS OF THE POSITION($) OF SAID MONUMENTS(S),
OR THE DIMENSIONAL REIAMNSHIP TO STREET CENTERLINES OR PROPERTY
BOUNDARIES. JN: 259-019/005
BPELSG-2016 Page 2of2