cr25_1399CORNER RECORD Agency Index
Document Number
GV- 2562$.3 1 S o4 23
2025-1399
City of LAKE ELSINORE
County of
RIVERSIDE , California
Brief Legal Description MAIN STREET
& W. FRANKLIN STREET/E. FRANKLIN STREET
SEC. 5, T. 6 S., R. 4 W. CORNER TYPE
COORDINATES (Optional)
N. E.
I
❑ Government Corner Control
Elevation
❑ Meander
❑ Property
Units ❑ Metric ❑ U.S. Survey Foot
❑ Rancho
❑ Other
Horizontal Datum
PRE:06/26/2024
Zone Epoch Date
Date of Survey
POST:04 03 25
Vertical Datum
[)Complies with Public Resources Code §§8801-8819
[:]Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑ 8765(d)
8771
❑ 8773 ❑ Other:
❑ Left as found
❑ Established
❑ Rebuilt Pre -Construction
Corner/
Monument: ❑ Found and tagged
0 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
This Corner Recoirepared by me or under my direction in conformance with
the P essionveyors' Act on 06 09 2025
S' ned P.L.S..�� No. 5411
COUNTY SURVEYOR'S STATEMENT
1_� 7/23/2025
is Corner Record was received
and examined and file
Signed
Title DEPUTY COUNTY SURVEYOR
County Surveyor's Comment
P.L.S. or_,:e-5. No. 9472
�`ONp,L LANps\
ONAq�y ��
O = O r4
O
°C No.9472
Exp.9-30-26
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s
9TFOF CA,OF
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Document Number
2025-1399
Agency Index CP-25C, 2N 13 c 4 23
REFERENCE NOTES:
R1 = CR 2023-0666
R2 = CR 2012-0043
() = RECORD DISTANCE PER R1
{ = RECORD DISTANCE PER R2
* = INDICATES VERIFIED MEASURED DISTANCE BY EDM
� l
�U� 1
/ N.T.S.
y
LINE TABLE: L11 _ _L6
L1 = 55.93' {55.96'}
L2 = 52.91' (52.92')—
L3 = 33.47' (33.48') L2
L4 = 36.89' 136.87'1 \\P.
L5 = 32.75' (32.73')
L6 = *29.35, 129.27 } Lc—
L7 = 41.04' {41.02'}
L8 = 44.79' (44.76')
L9 = *42.48' 142.52-1
L10 = *49.99' (50.03') 2
L11 = 4.99' 15.00'1 �Q /
MONUMENT NOTES:
,�► FD PK NAIL & WASHER STAMPING ILLEGIBLE, FITS POSITION OF PK NAIL & WASHER STAMPED "LS 5346"
PER R1, FLUSH, BEFORE CONSTRUCTION. DESTROYED DURING CONSTRUCTION. SET GEAR SPIKE & WASHER
STAMPED IS 5411" PER TIES HEREON, FLUSH, AFTER CONSTRUCTION.
FD 4" DURANAIL & WASHER STAMPED "PLS 7564" PER R2, FLUSH, BEFORE CONSTRUCTION. 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 NAIL & WASHER STAMPED "RIV. CO. SURV." IN WALK, PER R1.
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. 24—ALL-236 RY
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