cr22_0354CORNERR Agency Index
Document Number
(;y2 22009
- 0 3S - f
City of CORONA County of RIVERSIDE California
Brief Legal Description NEWHALL DRIVE; 83'f N'LY OF PIKE DRIVE
SEC. 19, T. 3 S., R. 6 W. CORNER TYPE COORDINATES (Optional)
N. E.
❑ Government Corner Control
❑ Meander ❑ Property
❑ Rancho ❑ Other
Date of Survey 8/19/21 & 2/14/22
PLS Act Ref.: ❑ 8765(d)
Elevation
Units
❑ Metric [:]U.S. Survey Foot
Horizontal Datum
Zone Epoch Date
Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
08771 ❑ 8773 ❑ Other:
Corner/ ❑ 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:
M See sheet #2 for description (s):
RVEYOR'S STATEMENT
This Corner Record w epared by me or under my direction in conformance with
the Profes ' n rveyors' Act on _ 8/26/2022
Sign P.L.S.ASW No. 5411
LI COUNTY SURVEYOR'S STATEMENT
This Corner Record was received �Zf of Zai Z
and examined and filed
Signed P.L.S. or R . No. 1 Q
Title �'`�L/rl,& pv Svry of
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
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Document Number
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REFERENCES AND LEGEND
R1 = CITY OF CORONA TIE SHEET 879
( ) = RECORD DISTANCE PER R1
* = INDICATES VERIFIED MEASURED DISTANCE BY EDM
LOT 152
TRACT NO. 271.
M.B. 48/54-5E
Agency Index 22, 0 Of*
LOT 55
TRACT NO. 2713
M.B. 48/54-56
N.T.S.
MONUMENT NOTES
A. FD 3/4' IRON PIPE TAGGED "RCE 10363" PER R1, DOWN 01, BEFORE CONSTRUCTION. SAID
MONUMENT DESTROYED DURING CONSTRUCTION. SET GEAR SPIKE & WASHER STAMPED IS 5411"
PER TIES HEREON, FLUSH, AFTER CONSTRUCTION.
* FD LEAD & TACK IN TOP OF CURB PER R1
■ FD LEAD & TACK IN TOP OF CURB, NO REFERENCE.
THE PURPOSE OF THIS RECORD IS TO DOCUMENT THE PERPETUATION OF FOUND MONUMENTS) PURSUANT TO THE PLS ACT SECTION 8771.
NO CLAIM IS MADE REGARDING THE CORRECTNESS OF THE POSITION(S) OF SAID MONUMENT(S), NOR THE DIMENSIONAL RELATIONSHIP TO
STREET CENTERUNES OR PROPERTY BOUNDARIES. 21 -ALL -396 AT
BPELSG-2016 Page 2 of 2