rs166_093-094IN ' THE CITY OF PALM DESERT,
BASIS OF COORDINATES AND BEARINGS COUNTYOF RIVERSIDE, STATE OF CALIFORNIA
THE BASIS OF BEARINGS SHOWN HEREIN ARE BASED UPON THE
CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6, 2010.00
EPOCH, IN ACCORDANCE WITH THE CALIFORNIA PUBLIC
RESOURCES CODE, SECTIONS 8801 THROUGH 8819; AS
DETERMINED LOCALLY UPON FIELD OBSERVED TIES TO THE
FOLLOWING NATIONAL OCEANIC AND ATMOSPHERIC
ADMINISTRATION (NOAA) AND NATIONAL GEODETIC SURVEY
(NGS) CONTINUOS OPERATING REFERENCE STATIONS (COBS);
"BMHL" AND "P600" SHOWN ON THIS SHEET BEING N18051'57.5"E.
ALL COORDINATES AND DISTANCES SHOWN, UNLESS t\
OTHERWISE NOTED, ARE IN TERMS OF THE U.S. SURVEY FOOT. rb ,0\��j'
DISTANCES SHOWN HEREON ARE GROUND DISTANCES UNLESS
'10
NOTED OTHERWISE. GRID DISTANCES MAY BE OBTAINED BY
MULTIPLYING THE GROUND DISTANCES BY PROJECT COMBINED �w GJ'' ���
FACTOR 0.99983703.
Mi-
STATEMENT OF PURPOSE
THIS RECORD OF SURVEY WAS PREPARED TO CONFORM WITH THE
REQUIREMENTS OF SECTION 8762 (b)(5) OF THE PROFESSIONAL
LAND SURVEYORS ACT AND TO MONUMENT THE BOUNDARY OF THE
PARCEL DESCRIBED BY DEED RECORDED AUGUST 16,2023 AS
DOCUMENT NO. 2023-0241887 AND DEED RECORDED AUGUST 16,
2023 AS DOCUMENT NO. 2023-0241884, IN OFFICIAL RECORDS,
COUNTY OF RIVERSIDE.
[[l 32.0012 CH ]]
"BMHL"
N:2399071.386
Me E:6621216.192
SN 340 15'05.1880311 N
1160 03' 10.67311 tv W
NGS PID DK6384
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E: 6583965.96
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MAPPING ANGLE = 0-02-25
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SEARCHED
NOTHING
TlS R8E FOUND
C)
S7 S8 0
HP600" S18 S17
N:2258684.570 m
E:6573244.200 191 X
330 51'57.03238" N X
1160 12'42.7051811 W M5 4b
NGS PID DN7434
RECORD OF SURVEA
BEING A SURVEY OF THE NORTHWEST Y40F THE NORTHWEST Y40F THE
NORTHWEST!140F SECTION 5, TOWNSHIP 2 SOUTH., RANGE 8 EAST, SAN
BERNARDINO BASE AND MERIDIAN, IN THE COUNTY OF RIVERSIDE., STATE OF
GA L I F U r� If V, 9Vy_A_G_ 'GU
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APRIL 2024 — MARCH 2025 NICHOLAS D. ELLIS PLS 9320
2v639.421[[21640.00140 CH]]
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WEST LINE OF SECT ON- 55
PER Rl I DID NOT ACCEPT.
SEE BOUNDARY DETERMINATION
NOTES ON SHEET 2 OF 2.
I
P7
S89057'54"E 5278.841[[5280-00180 CH
S 1/4 SEC 32��AN13
N 1/4 SEC 5
SEARCHED
NOTHING FD.
NOTHING SET
NW 1/4
SEC. 5
T.2 S., R. 8 E.
4
S.B.M.
4
SEE SHEET 2 OF 2
SW SEC 5
SEARCHED
NOTHING
FOUND. NOTHING
SET
21624.80' P8
S8901 01 7"E 51295.341
SEC. 5
T.2 S., R. 8 E
4
S.B.M.
SE SEC 32
SEARCHED
NOTHING
FOUND. NOTHING
SET
21639.451[[2,640.00140 CH PER R2]] P2 _4
21699.11'
W.C. TO SE 32
NOT FOUND
[[l 32.0012 CH ]]
NE 114
SEC, 5
T,2 Say R, 8 E,
S. B. Ms
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SE 114
SEC, 5
T,2 Say R, 8 E
S.BffMff
AIIIIIIIII�',ND 4011
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1S R8E LNG
S5 S4
,1-<
WC 1/4 SEC 5 S8sg m
SEARCHED
NOTHING 191
FOUND
((21449.92137.12 CH))
21641.00' ((2641.32' 40.02)) 2.6 1.991((2641-32' 40.02 CH
S89027'31"E 5281.991((5282-64180.04 CH))
SEE SHEET 2 OF 2 FOR REFERENCE NOTES, BOUNDARY
DETERMINATION NOTES.
0 500 1000 1500 FEET
1 500' "m=6 I
2025 — 03 22231 ��(�
Or�q"Iml
RECORDER'S STATEMENT SHEET 1 OF 2
FILED THIS 2.) Sir DAY OF 00"t< 2025 AT 12:23-P.M. IN BOOK t GG
OF RECORD OF SURVEYS, AT PAGE AT THE REQUEST OF THE
COUNTY SURVEYOR.
NO. 1025-03=11
FEE sit
PETER ALDANAASSESSOR, COUNTY CLERK - RECORDER
BY: .,DEPUTY
((201.961
306 LKS))
< P3 TOWNSHIP 1 SOUTH
TOWNSHIP 2 SOUTH
oo�
NE SEC 5
SEARCHED
NOTHING FD.
NOTHING SET
C.C. WAS NOT
FOUND
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
OF THE PROFESSIONAL LAND SURVEYORS' ACTATTHE REQUEST OF
THE SCOTT LEONARD, IN APRIL, 2024.
NICHOLAS D. ELLIS, P.L.S. 9320 DATE
EXPIRES: MARCH 31,2025
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COUNTY SURVEYOR'S STATEMENT or c
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SEC ON 8766
OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS, 17D AY
OF G % ,2025.
Irli 0,
DAVID L. McMILLAN, COUNTY SURVEYOR 0
0
LS 8488 a. Q:
EXP. 12/31/2026
4A 4
e or
COUNTY SURVEYOR'S NOTE:
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING
OF THIS RECORD OF SURVEY THATTHE LAND SHOWN IN THIS RECORD OF SURVEY
IS IN COMPLIANCE WITH THE SUBDIVISION MAP ACT DIVISION 2 (COMMENCING
WITH SECTION 66410) OF TITLE 7 OF GOVERNMENT CODE AND RIVERSIDE COUNTY
RDINANCE 460. THE PARCELS SHOWN ON THIS SURVEY MAY NOT HAVE BEEN
LEGALLY CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCELS.
o" mc
DAVID L. McMILLAN, COUNTY SURVEYOR
LS 8488
MONUMENT NOTES
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M 1 - FOUND USGLO BRASS CAP MONUMENT STAMPED "WC Tl S R8E R 191
ACCEPTED AS WITNESS CORNER TO SE SECTION CORNER 31 T. 1 S. R.8 E.,
S.B.M.
M2 - FOUND USGLO BRASS CAP MONUMENT STAMPED 71S R8E S31 S32 CC S6
S5 T2S R8E 191 ". POINT SET IN CREVICE OF BOULDER WITH CARIN OF ROCKS,
ACCEPTED AS CLOSING CORNER SECTION 5 AND SECTION 6 T. 2 S. R.8 E.,
SEC. 5 SEC. 4 S.B.M.
M3 - FOUND AN OPEN IRON PIPE SIMILAR TO THE OTHER FOUND USGLO
'or M4 MONUMENTS,UP 24", ACCEPTED AS THE SOUTH 1/4 CORNER SECTION 32
SEC. 8 SEC. 9 T. 1 S. R. 8 E., S.B.M.
M4 - FOUND USGLO BRASS CAP MONUMENT STAMPED 72S R8E S5 S4 S8 S9 191
ACCEPTED AS THE SECTION CORNER FOR SEC. 5, SEC. 4, SEC. 8, SEC. 9 T. 1 S.
R.8 E., S.B.M.
M5 - FOUND USGLO BRASS CAP MONUMENT STAMPED 72S R8E S7 S8 S18 S17 191
ACCEPTED AS THE SECTION CORNER FOR SEC. 7, SEC. 8, SEC. 18, SEC. 17 T. 1 S
R.8 E., S.B.M.
M6 - FOUND USGLO BRASS CAP MONUMENT STAMPED "S 1/4 6 S 5 191
ACCEPTED AS THE WEST 1/4 CORNER SECTION 5, T. 1 S. R.8 E., S.B.M.
RIVCO 25-0065
co TlS R8E W
191 '.0/ SEC.31 I SEC. 32
fflj,71'[[132.0012 CH
((174.901265 LKS))
82.55' 92.35' � TOWNSHIP 1 SOUTH
DETAILA 2,53' TOWNSHIP 2 SOUTH
NO SCALE
SEC. 6 M2 SEC. 5 WEST LINE OF SECTION 5
a�
DOS, C:) C) PER R1, DID NOT ACCEPT.
0 SEE BOUNDARY DETERMINATION
T1 S R8E w NOTES ON SHEET 2 OF 2.
S31 S32
� CC M v �
S6 S5 =iv
T2 R8E 0 cn
191
=n �o
�02
SEC. 31 1 SEC. 32
M1 r., r .... ` - A
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Aft
wr
674.78'
ftm.
SEE DETAILA
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c i
NORTH HALF OF
WEST HALF OF
w ' GOV. LOT 4
w
� SEE DETAIL B
0
-4
w
c° 670.26'
bo
1,349.56'
N89057'54"W 2,699.11'
674.78'
670.25'
• N89027'12"W 1,340.51'
'01
0
w
0
0
cn 1330.711{20 CH}
w
°1- -• WEST LINE OF SECTION 5
PER R1, DID NOTACCEPT.
� ,,, a' I SEE BOUNDARY DETERMINATION
0 �
co I NOTES ON SHEET 2 OF 2.
� N
O
" � sw 1/4
_ NW 1/4
0
j SEC S
� T 2 S., R. 8 E.
� S.B.M.
M6 1,312.40'
D op
665.35'
SURVEY LEGEND
c�
� S 1 6 S 5 m A -FOUND MONUMENTAS NOTED
4 Q -SET 1" IRON PIPE WITH PALSTIC PLUG "PLS 9320"
❑ -SET NAIL & TAG "PLS 9320" FLUSH IN BOULDER
191 CF -CALCULATED FROM
MAPPING ANGLE = 0-02-25 CH -CHAINS
AT POINT M1 LKS -LINKS
0 300 600 900 FEET
1"— 300'
of
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N
w
2025— 032223
C)v q�ncc(
•
THE AREA SURVEY CONTAINS EXTREMELY DIFFICULT TERRAIN TO SURVEY. A DILIGENT SEARCH WAS DONE FOR ALL MONUMENTS
MADE REFERENCE TO IN THE GENERAL LAND OFFICE ORIGINAL SURVEY FIELD NOTES; VOLUME R 440, PAGES 373 TO 429, AND
VOLUME R 440, PAGES 625 TO 660.
DURING THE SURVEY, A USGLO MONUMENT STAMPED "71S R8E S31 S32 CC S6 S5 T2S R8E 191 " (SEE STAMPING IN DETAILA), NOTED
AS M2 ON THIS RECORD OF SURVEY, WAS FOUND. THE MATERIAL AND TYPE WAS FOUND TO BE SIMILAR TO THE OTHER USGLO
MONUMENTS FOUND DURING THE SURVEY. THE ORIGINAL USGLO FIELD NOTES DO NOT MENTION SETTING A CLOSING CORNER TO
SECTIONS 5 AND 6 IN THE LOCATION THAT IT WAS FOUND. ON PAGE 664 OF VOLUME R 440, THE ORIGINAL NOTES STATE A WITNESS
CORNER TO THE CLOSING CORNER OF SECTION 5 AND 6 WAS SET AT 74.90 CHAINS FROM THE SOUTHWEST CORNER OF SECTION 5.
A DILIGENT SEARCH WAS MADE FOR THIS WITNESS CORNER, AND NOTHING WAS FOUND. IT IS THIS SURVEYOR'S OPINION THAT THE
FIELD NOTES SEEM TO INDICATE A DIFFERENT TERRAIN THAN WHAT WAS WITNESSED DURING THE CURRENT SURVEY. THE USGLO
NOTES INDICATE THAT AT 74.95 CHAINS, THEY LEAVE LEVEL GROUND. DURING OUR SURVEY, WE FOUND SLOPED TERRAIN WITH
LARGE GRANITE BOULDERS AT THAT DISTANCE. THE ORIGINAL USGLO NOTES INDICATE THAT THEY INTERSECT THE NORTH
BOUNDARY OF THE TOWNSHIP AT 79.85 CHAINS, WHICH IS 86.06' FURTHER THAN WHERE I INTERSECT THE TOWNSHIP LIFE.
M3
FURTHER EVIDENCE OF THIS BEING THE CORRECT CLOSING CORNER IS THE LOCATION OF AN ADOBE BARN STRUCTURE
1,349.55' P6
CONSTRUCTED ON NEAR THE WESTERLY LINE OF THE PARCEL DESCRIBED IN DOCK# 2023-0241884. SAID STRUCTURE WAS NOTED AS
BEING BUILT IN 1938. AS INDICATED ON A COUNTY ASSESSOR MISCELLANEOUS BUILDING RECORD. SEE DETAIL C.
142.25' N 1/4 CORNER
SECTION 5,
IT IS OF THIS SURVEYORS OPINION THAT BASED ON THE MATERIAL TYPE AND ITS PROXIMITY TO THE ESTABLISHED NORTH
NOTHING FOUND
TOWNSHIP LINE THE MONUMENT FOUND (M2) STAMPED "71S R8E S31 S32 CC S6 S5 T2S R8E 191 ". IS THE TRUE CLOSING CORNER TO
OR SET.
SECTIONS 5 AND 6.
ESTABLISHMENT NOTES
ia
n
1 ,312.40'
g: I
mg: 3 v: lo Iso 80
us]
# , 1
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0
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:-4 GRANT DEED Q0
co 00 DOC# 2023-0241887
4 REC. 0 116/2023
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GRANT DEEDclo
DOC# 2023-024184 'cam
REC. 08/16/2023 "'
USGLO
ORIGINAL VOLUME " 440, PAGES 625 TO .60.
R2 = USGLO ORIGINAL FIELD NOTES VOLUME R 440, PAGES 373 TO 429.
((XXXX.XX)) RECORD AND MEASURED PER Rl
ff XXXX.XX]] RECORD AND MEASURED PER R2
{{XXXX.XX)) GOVERNMENT PLAT OF TOWNSHIP 2 SOUTH, RANGE 8 EAST
{XXXX.XX) = CALCULATED FROM GOVERNMENT PLAT OF TOWNSHIP 2 SOUTH,
RANGE 8 EAST SAN BERNARDINO MERIDIAN, APPROVED MARCH
11,1914.
DETAIL B
NO SCALE
P1 - ESTABLISHED BY PROPORTION AT THE RECORD DISTANCE OF 20 CHAINS 1320,001)
USING THE RECORD DISTANCE OF 39.85 CHAINS (2630.101) PER R1 AND R3, TO THE
INTERSECTION OF THE TOWNSHIP LINE AND THE MEASURED DISTANCE.
P2 -THE WITNESS CORNER TO THE SE CORNER OF SECTION 32 WAS SEARCHED FOR
AND NOT FOUND. THE CORNER WAS ESTABLISHED BY HOLDING THE BEARING AND
DISTANCE BETWEEN THE ESTABLISHED SOUTH WEST CORNER OF SECTION 32 AND
THE ACCEPTED FOUND MONUMENT AT THE SOUTH 1/4 CORNER OF SECTION 32.
P3 -THE CLOSING CORNER OF THE EAST LINE OF SECTION 5 WAS NOT FOUND. THE
NORTH EAST CORNER OF SECTION 5 WAS ESTABLISHED BY HOLDING THE ESTABLISHED
TOWNSHIP LINE AND THE RECORD DISTANCE OF 306 LINKS FORM THE ESTABLISHED SOUTH
EAST CORNER OF SECTION 32, PER R1.
P5- ESTABLISHED BY SINGLE PROPORTION.
P6- ESTABLISHED BY SINGLE PROPORTION.
P7- ESTABLISHED BY SINGLE PROPORTION BY USING THE RECORD DISTANCE FROM THE FOUND
MONUMENT AT M5 AND M6. A DILIGENT SEARCH WAS MADE FOR MONUMENTS EAST OF THE
SOUTH WEST CORNER SECTION 5 WITH NOTHING BEING FOUND.
P8 - SEARCHED NOTHING FOUND, CENTER SECTION ESTABLISHED BY INTERSECTION.
P9 - ESTABLISHED BY PROPORTION AT THE RECORD DISTANCE OF 20 CHAINS 1320.001)
USING THE RECORD DISTANCE OF 39.78 CHAINS (2625.481) PER R1 AND R3, TO THE
INTERSECTION OF THE TOWNSHIP LINE AND THE MEASURED DISTANCE.
P10 - ESTABLISHED BY SINGLE PROPORTION BY USING THE RECORD DISTANCE FROM THE FOUND
MONUMENT AT M4 AND THE ESTABLISHED POSITION AT P7. A DILIGENT SEARCH WAS MADE
FOR CONTROLLING MONUMENTS
NOTHING BEING FOUND.
ACCEPTED WEST--j
LINE OF SECTION 5.
36.5'
EXISTINGr,�Wu`
BARN STRUCTURE
DETAIL C
NO SCALE
i
WEST LINE OF SECTION 5
PER R1, DID NOT ACCEPT.
SEE BOUNDARY
DETERMINATION NOTES
ON THIS SHEET.