rs165_096\g
N IN THE CITY OF DESERT HOT SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORDER'S STATEMENT
SHEET 1 OF 1
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Wo s E RECORD OF SURVEY FOIFEIiED THIS�SY OF / UrVjY VAT PAGE ff Lao 0: 1 20257 A t�T�AT TH�E.RIN BOK
EQUOEST OFTHE
A PORTION OF THE SOUTHWEST QUARTER SECTION 18, TOWNSHIP 3 SOUTH, COUNTY SURVEYOR.
s RANGE 5 EAST, SAN BERNARDINO BASE AND MERIDIAN No. a 025; - D 135-115
SURVEYOR'S STATEMENT AUGUST 2022 MICHAEL ROBERT, PLS Q
FEE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER
MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF
MORCOS AZER IN AUGUST 2022.AV# 061 Nk
S�PL �NQ sG COUNTY SURVEYOR'S NOTE BY: ,DEPUTY
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"�= THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF R CORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS
MICHAEL J. ROBERT DATE � � m � RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 66410)
P.L.S. 8895 � P.L.S. � nF TITI F 7 OF THE GOVERNMENT (:nnF THE PARC:FI (R)SHOWN ON THIS Sl IRVFY MAY NOT HAVE RFFN I FC=,AI I Y r.RFATFn ANn THEREFORE
COUNTY SURVEYOR'S STATEMENT
* * MAY NOT BE BUILDABLE PARCELS .
BAN
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DAVID L. MCMILLAN, COUNTY SURVEYOR c,,r-, M � �
L.S. 8488 � p �i �G STATEMENT OF PURPOSE
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTI 8766 OF THE t`
PROFESSIONAL LAND SURVEYORS' ACT THIS &DAY OF , 2025.
DAVID L. AG)OILLAN, COUNTY SURVEYOR SAND
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(XX.XX') = RECORD DATA PER R.S. 122/97
[XX.XX'] = RECORD DATA PER R.S. 67/35
R&M = RECORD AND MEASURED
NTS = NOT TO SCALE
SNF = SEARCH NOTHING FOUND, NOTHING SET
18TH AVE
N8900533'E 29607.58' (Z607.591) [21607.60']
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ESTABLISHED BY PRORATION
PER RS 122/97
N89'39008"W 2,649.89' (21649.58') [21649.531]
1,350.99' (11350.84) [11350.82']
675.50' (675.421) 675.50' (675.421)
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TO ESTABLISH AND MONUMENT THE
BOUNDARIES OF GRANT DEED, DOC# 2012-0035242 O.R.
BASIS OF BEARINGS STATEMENT
THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE
OF THE SOUTHWEST QUARTER OF SECTION 18, T.3S., R.5E.,
PER R.S. 122/97 BEING: N 89°05'20" E
18
NO°19'24"W
296 45.19'
RS 67/35 (21645.201)
11298.89' (1j298.74) [11298.7l']
ESTABLISHED BY PRORATION C
PER RS 122/97 18
MONUMENT NOTES
eio
= 5/8" REBAR, NO REFERENCE, POSITION WAS ACCEPTED AND
SET PLUG "PLS 8895" ON TOP REBAR, FLUSH.
= MAG NAIL AND WASHER STAMPED "LS 8173", FLUSH, NO
REFERENCE, ACCEPTED POSITION AS CENTER SEC. 18
O = 1-1/4" BRASS CAP STAMPED "RIV CO SURV", FLUSH,
PER R.S. 122/97
�D = 1/2" I.P. WITH CONCRETE, DN. 1.0' PER R.S. 122/97
0 = 2" I.P., OPEN, DN. 0.51, NO REFERENCE, DID NOT HOLD, SHOWED
FALLING IN DETAIL "B'. MONUMENT CAN BE USED AS REFERENCE
TO TRUE CORNER.
= 3/4" I.P. WITH PLUG "LS 4075", DN. 0.511 PER R.S. 122/97. IT DID NOT
FIT RECORD NOR CALCULATED POSITION. HELD FOR LINE ONLY.
SHOWED FALLING IN DETAIL "A". MONUMENT CAN BE USED AS
REFERENCE TO TRUE CORNER.
(� = 3/4" I.P. WITH PLUG "LS 4075", DN. 0.211 PER R.S. 122/97. IT DID NOT
FIT RECORD NOR CALCULATED POSITION. HELD FOR LINE ONLY.
SHOWED FALLING IN DETAIL "C". MONUMENT CAN BE USED AS
REFERENCE TO TRUE CORNER.
= 3/4" I.P. WITH PLUG "LS 4075", DN. 0.511 PER R.S. 122/97. IT DID NOT
FIT RECORD NOR CALCULATED POSITION. HELD FOR LINE ONLY.
SHOWED FALLING IN DETAIL "D". MONUMENT CAN BE USED AS
REFERENCE TO TRUE CORNER.
= 1-1/4" I.P., OPEN, DN. 1.01, ACCEPTED AS I.P. DESCRIBED IN
R.S. 122/97, SET PLUG "PLS 8895".
= FOUND MONUMENT AS NOTED
Q = SET 1" I.P. TAGGED "PLS 8895", FLUSH
UNLESS OTHERWISE NOTED
@O = FOUND MONUMENT AND SET PLUG
"PLS 8895" AS NOTED
GOV LOT 1
PER GLO PLAT OF 1856
694.84' (694.870) �694.84' (694.86t) T
11389.69' (1,389.73') BASIS OF BEARINGS N89'05'20"E 2,693.34' (29693.42') [21693.41'3
19 20TH AV E ESTABLISHED BY PRORATION
PER RS 122/97
1,303.65' (19303.690)
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MAP SCALE: 1 " = 200'
FEET 0 100 200 400. 600
RIV CO 22-168