cr20_0496CORNER RECORD Agency Index cRz.o=V1
Document Number 202.0 — 04clto
City of CORONA County of RIVERSIDE , California
Brief Legal Description HIGHLAND VIEW DRIVE; 44' f N'LY OF RIDGELINE DRIVE
SEC. 29, T. 3 S., R. 7 W. SBM
CORNER TYPE COORDINATES (optional)
I
I
I
I
I
❑ Government Comer Control
❑ Meander ❑ Property
N. E.
Elevation
Units Metric ❑ U.S. Survey Foot ❑
❑ Rancho ❑ Other Horizontal Datum
Zone Epoch Date
Date of Survey 10/23/2019 & 12/11/201 vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref:
❑ 8765(d)
N 8771
❑ 8778
❑ Other:
Corner/
Monument:
❑ Left as found
❑ Found and tagged
❑ Established
Reestablished
❑ Rebuilt
❑ Referenced
Pre -Construction
Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
0 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 7 2020 * No. 8231
P.L.S. or R�:ENo. L.S. 8231 Exp. 12/31/21 Q
Signed �' �
OF C A-
COUNTY SURVEYOR'S STATEMENT
!V h
This Corner Record was received �� �®,�2 0L i �
and examined and filed
{
� \ e P.L.S. or ft�feNo. �_ s 5 3 , ,, .s f
Signed ':a,c . � . I 0
a' n
Title
County Survey is Comment
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Document Number LOW - 04q Lo Agency Index CR 2 noO Lo `7
FD 1 1/2" IP & TAG "RCE 14488" PER R1, FLUSH, BEFORE CONSTRUCTION. BUZZER SOUND
AFTER PAVEMENT, SET MAGNETIC NAIL & W, STAMPED IS 8231" PER TIES HEREON, FLUSH,
AFTER CONSTRUCTION.
FD LEAD & TACK IN T.C. PER R1.
R1 = CITY OF CORONA TIE SHEET NO. 61
() = RECORD DISTANCE PER R1
[ ] = RECORD & MEASURED DISTANCE PER R1
N.T.S.
W_
C W
Z
G
0 L9
2
2)
0
[54.86'] _ 36.78' (36.76')
RIDGELINE
DRIVE
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(S) OF SAID MONUMENT(S), NOR THE
DIMENSIONAL RELATIONSHIP TO STREET CENTERLINES OR PROPERTY BOUNDARIES.
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