cr23_1196C O R N E R Pi=( O R D Agency Index C R200447
Document Number X;� 3— 1/q6
City of Palm Desert County of RIVERSIDE , California
Brief Legal Description Lot 43, TR. 14082, MB 113/38-41; Portion of NE 1/4, Section 31, T5S, R6E, SBB&M
CORNER TYPE COORDINATES (Optional)
N. E.
Elevation
Units
❑ Government Corner ❑ Control
❑ Meander El Property
❑ Metric ❑ U.S. Survey Foot
❑ Rancho ❑ Other Horizontal Datum
I
Zone JEpoch Date
Date of Survey 7/08/2020 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref: 0 8765(d) ❑ 8771 ❑ 8773 ❑ Other:
Corner/ ❑X Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction
Monument: ❑ Found and tagged Q Reestablished ❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑X See sheet #2 for description(s):
SEE BACKSIDE
This Corner Record
the P
Signed
SURVEYOR'S STATEMENT
Jared me or under my direction in conformance with
17ct on July 14, 2020
P.L.S. No. 7627
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received ` ' 1)'
and examined and filed -�7®!
SignedP.L.S. No.
jj11
Title (,�u/l j E �� � C� r
County Surveyor's Comment
BPELSG.2016 Page 1 oft
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Document Number
Agencylndex
CR200447
LEGQ
O INDICATES SET I " IP w PLUG STAMPED, IS
\®� 7627", DN. 0.2' UNLESS OTHERWISE NOTED.
�>►® RECORD DATA SHOWN PER MB 113/38-41.
Co 0 INDICATES FOUND MONUMENT AS NOTED.
LOT E
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LOT 40 j
I ,k
I
CIV
a
FOUND SPIKE w/ N6 \
1 : T TAC-, !'LUSH. ACCEPTED \ \
AS iNTERSECTION . PER \
CRI 08-0261 \
LOT 41 SNS%
LOT 42 >\ j
SNF -1
_ l LOT F
S84'5854 E 100.00'
WO/ FeE'RRY ' LOT F
URT I a
N82'1i�_C®LOT �
061W (R I
o "� SET REBAR wl CAP STAMPED o 0
I 1S 7627, DN. 0.2' o
\ SET TAG ON o
WALL F007ING
FOUND NAIL w/ NO -\j� / I i I N84'58'54 -W 100.00'
TAG, FLUSH. ACCEPTED
AS q INTERSECTION. PER I I I
CRI 16-0049 I I I LOT 44 I
I I
LOT 25 1 1 70 1 �- _ SNF�I
I I t7 TRACT NO. 14082
I p M8 113/38-41
1'*1
I , 1. SEARCHED AND FOUND NOTHING AT ALL PROPERTY
_ J 1 CORNERS UNLESS OTHERWISE NOTED.
0
ti
2. ALL BEARINGS AND DISTANCES ARE RECORDED AND
MEASURED OR CALCULATED PER MB 113/38-41.
\ 3. THE BASIS OF BEARINGS OF THIS SURVEY IS THE
CALCULATED CHORD BEARINGS BETWEEN THE CL
INTERSECTION OF WOLFBERRY COURT do CARRIZO CIRCLE
WITH THE CL INTERSECTION OF TORRITO COURT & CARRIZO
CIRCLE BEING N19'4448E PER MB 113/38-41.
JOB# 197P-001 APN : 655-160-043
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