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CORNffW�2ECORD
Agency Index
C R240426 -
Document Number 2024-1937
City of EASTVALE County of RIVERSIDE , California
Brief Legal Description HOP CLOVER ROAD & AVEN COURT SEC. 27, T. 2 S., R. 7 W.
CORNER TYPE
N.
I
❑ Government Corner Control Elevation
❑ Meander ❑ Property Units ❑ Metric ❑ U.S. Survey Foot
❑ Rancho ❑ Other Horizontal Datum
PRE: 10/23/23 Zone Epoch Date
Date of SurVev POST: 0 /266/24 Vertical Datum
[:]Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑ 8765(d) E 8771 ❑ 8773 ❑ Other:
COORDINATES (Optional)
E.
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:
■ See sheet #2 for description (s):
SURVEYOR'S STATEMENT �F,O V.
D
This Corner Record was prepa d by me or under my direction in conformance with U���� eI,�L�"�
V Cn p
the Professio a ry rs' Act on 04/24/24 _ -' No. 5411
Signed P.L.S. 8�r No. 5411 *,� Exp. 9/30/24
CAl-�F
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 6/6/2024 �p,L LAND s
and examined and filed 8/15/2024 c` l o�p HAR,yoy
Signed �"4 P.L.S. ar-F�-2. No. 9801 a No. 9801
Title
Deputy County Surveyor * Exp. 09-30-25
County Surveyor's Comment F t7F
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Document Number 2024-1937 Agency Index CR240426 16 of 51
REFERENCES AND LEGEND
R1 = COUNTY OF RIVERSIDE TRACT NO. 31309-1 M.B. 413/4-13
( ) = RECORD DISTANCE PER R1
[ ] = RECORD & MEASURED DISTANCE PER R1
= TANGENT OVER
* = INDICATES VERIFIED MEASURED DISTANCE BY EDM
BC = BEGINNING OF CURVE
EC = END OF CURVE
POC = POINT ON CURVE
NOTE: TIES SHOWN HEREON
ARE NOT TANGENT
OVER UNLESS NOTED
OTHERWISE. N.T.S.
' LINE TABLE:
- 8l L1 = *19.05'(19.00')
ABC �,
05,
�y�/ POC �* _
�2016 \ \ — - 0,3' Is 9•\ \ _42•36' —
a�
$C r l s 4� \ \ ,ill A VeN
t a/ \ /ems\ \ / c°tjRr
0 ❑ \ \ �� a'' \ 44.55' —
4 � EC
_ —
Z \ �/
MONUMENT NOTES
O FD 1"
IRON PIPE STAMPED IS
4547"
IN .LIEU OF 5/8" COPPER CLAD STEEL PIN WITH 1 1/2"
BRASS
CAP STAMPED IS 4547"
PER
R1, FLUSH, BEFORE CONSTRUCTION. FD NOTHING, SET GEAR
SPIKE
& WASHER STAMPED IS
5411"
PER TIES HEREON, FLUSH, AFTER CONSTRUCTION.
FD 1" IRON PIPE STAMPED IS 4547" IN LIEU OF 5/8" COPPER CLAD STEEL PIN WITH 1 1/2"
BRASS CAP STAMPED IS 4547" PER R1, FLUSH, BEFORE CONSTRUCTION. FD INTACT AFTER
CONSTRUCTION, LEFT AS FD.
■ FD LEAD, TACK, & TAG IS 4547" IN TOP OF CURB, NO REFERENCE.
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. ZC 23-ONY-055
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