cr22_0637CORNER RECORD Agency Index MZII1(.0b
Document Number 2022-0637
City of TEMECULA County of RIVERSIDE , California
Brief Legal Description BUTTERFIELD STAGE ROAD & RANCHO VISTA ROAD SEC. 33, T. 7 S., R. 2 W.
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 w epared by me or under my direction in conformance with
the ProfeasFmvT L rvevors' Act on 9-10-21
P.L.S.eF R.G.E. No. 5411
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 10/14/2021
12/20/2022
and examined an f ed
Signed - P.L.S. @&&vW,.,� No. 8488
Title RIVERSIDE COUNTY SURVEYOR
County Surveyor's Comment
BPELSG-2016 Page 9 of 2
or;
' V
No. 5411
1 Exp. 9/30/22 Al
i
No. 8488
Exp. 12-31-24
=�F CAS tF°
CORNER TYPE
COORDINATES (Optional)
N. E.
❑Government
Comer
Control
Elevation
I
—
33
L1 meander
E) Property
Units E] Metric El U.S. Survey Foot
❑ Rancho
❑ Other
Horizontal Datum
PRE 7-12-21
Zone Epoch Date
Date of Survey
POST B-30-21
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:
Corner/
❑ Left as found
❑
Established
❑ Rebuilt Pre -Construction
Monument:
❑ Found and tagged
N
Reestablished
E Referenced 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 w epared by me or under my direction in conformance with
the ProfeasFmvT L rvevors' Act on 9-10-21
P.L.S.eF R.G.E. No. 5411
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 10/14/2021
12/20/2022
and examined an f ed
Signed - P.L.S. @&&vW,.,� No. 8488
Title RIVERSIDE COUNTY SURVEYOR
County Surveyor's Comment
BPELSG-2016 Page 9 of 2
or;
' V
No. 5411
1 Exp. 9/30/22 Al
i
No. 8488
Exp. 12-31-24
=�F CAS tF°
Document Number 2022-0637
REFERENCES AND LEGEND
R1 = TRACT NO. 22915-2 40/002
() = RECORD DISTANCE PER R1
Agency Index CR 211 � (10 e)
I
QI
�I
to
05 \ I
� I
88.76' I
(88.80')
cr) 10
°' I
\ op-
tp
T
�O
70
N.T.S.
MONUMENT NOTES
A FD 1 1/2" BRASS CAP TAG ILLEGIBLE FLUSH, IN LIEU OF 5/8" COPPER CLAD STEEL PIN WITH 1
1/2" BRASS CAP STAMPED IS 4965" FLUSH, PER R1, BEFORE CONSTRUCTION. AFOREMENTIONED
MONUMENT DESTROYED DURING CONSTRUCTION. SET GEAR SPIKE AND WASHER STAMPED IS
5411" FLUSH AFTER CONSTRUCTION.
FD NAIL IN TOP OF CURB PER R1, BEFORE CONSTRUCTION. FD INTACT AFTER CONSTRUCTION.
FD LEAD & TACK IN TOP OF CURB, FITS POSITION OF NAIL IN CURB AND GUTTER PER R1,
BEFORE CONSTRUCTION. FD INTACT AFTER CONSTRUCTION
0 SET LEAD, TACK, & TAG IS 5411" IN TOP OF CURB, BEFORE CONSTRUCTION. FD INTACT AFTER
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(S) OF SAID MONUMENT(S), NOR THE DIMENSIONAL RELATIONSHIP TO
STREET CENTERLINES OR PROPERTY BOUNDARIES. Z8 21 -ATP -413
BPELSG-2016 Page 2 of 2