rs159_068-069STATEMENT 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 MARCH 14, 2019 AS DOCUMENT
NO. 2019-00826091, RECORDED IN OFFICIAL RECORDS, COUNTY OF
RIVERSIDE.
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' ACT AT THE REQUEST OF THE ROBERTO NAVARRETE, IN
MARCH, 2021.
;;�-7 /-;) a� Ll-/5•Z4?Z
NICHOLAS D. ELLIS, P.L.S. 9320 DATE
EXPIRES: MARCH 31, 2023
Np. L Alyn ,N
4`'y` O�pS �• F G.p � � �
L
ON
� c
A
'lp S. 9,510 P /
F of C
,cb '
qb
M O
�O o
cc
MAPPING ANGLE
5AT M8 = 00°30'10"
"GISA"
34° 04'09.47436" N
1170 13'05.73149" W
N=2334086.16
E=6268420.41
NGS PID DN5820
0 300 600 900 FEET
\ V
/
1"= 300'
REFERENCE NOTES:
/ (R1) RECORD OF SURVEY, RS 37165, RIVERSIDE COUNTY RECORDS.
"MLFP" (R2) RECORD OF SURVEY, RS 43/31, RIVERSIDE COUNTY RECORDS.
(R3) RECORD OF SURVEY, RS 53128, RIVERSIDE COUNTY RECORDS.
(R4) RECORD OF SURVEY, RS 129/17, RIVERSIDE COUNTY RECORDS.
(R5) PARCEL MAP NO. 9308, PM 45/23-24, RIVERSIDE COUNTY RECORDS.
(R6) PARCEL MAP NO. 9308, PM 110/91-96, RIVERSIDE COUNTY RECORDS.
(R7) PARCEL MAP NO. 9308, PM 123/85-86, RIVERSIDE COUNTY RECORDS.
\ (R8) PARCEL MAP NO. 21619, PM 145/19-20, RIVERSIDE COUNTY RECORDS.
(R9) TRACT MAP NO. 26837, MB 341/66-71, RIVERSIDE COUNTY RECORDS.
m
"MLFP"
Z
330 55'06.24063"N
n
1170 19'04.60200 - W
f
N=2279468.19
E=6237668.03
NGS PID DH7093 —
IN THE UNICORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA
A SURVEY OFA PORTION OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 2 SOUTH,
RANGE 3 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
FOOTHILL
SURVEYING MARCH 2021 & MARCH 2022 NICHOLAS D. ELLIS PLS 9320
Incorporated
EAST 1/4 CORNER
SECTION 23, PER R3
BASIS OF BEARINGS AND COORDINATES
I HL bLAKINUZ5 JHUMV HLKLUNAKL dAJLU UPUIV I HL GALA-UHNIA ULA)M IVAI L
SYSTEM OF 1983, CCS83, ZONE 6, (EPOCH 2010.00) INACCORDANCE WITH THE
CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID BEARINGS ARE
BASED LOCALLY UPON FIELD -OBSERVED TIES TO THE FOLLOWING CONTINUOS
OPERATING REFERENCE STATIONS (CORS) GISA AND MLFP BEING N29°2253.3"E
AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE NATIONAL GEODETIC
SURVEY (NGS).
ALL DISTANCES SHOWNARE GROUND DISTANCES UNLESS OTHERWISE NOTED GRID
DISTANCES MAYBE OBTAINED BY MULTIPLYING GROUND DISTANCES BYA PROJECT
COMBINATION FACTOR OF 0.999914049
SECTION 26 DETAIL "B"
M10 NOT TO SCALE
CENTER CORNER
SECTION 26
�oaa-o���118 a
or�up�USHEET I OF 2—
RECORDER'S STATEMENT
FILED THIS b4*t^ DAY OFDeGtYY W ✓ 2022 AT,M.
IN BOOK SOF RECORD OF SURVEYS, AT '� PAGES,
AT THE REQ( ST lI jjHE COUNTY SURVEYOR.
FEE
PETER ALDANA ASSESSOR - COUNTY CLERK - RECORDER
BY. DEPUTY
Cn(INTY SURVFYnR'S STATFMFNT-
THIS MAP HAS BEEN EXAMINED INA CCORDANCE WITH
SECTION 8766 F THE PROFESSIONAL LAND SURVEYORS'
ACT THIS DAY OF it F_ G , 2022.
DAVID L. McMILLAN, COUNTY SURVEYOR
LS 8488
EXP. 12/31/2022
MONUMENT NOTES:
FM -27 FD. 1 " IRON PIPE WITH NAIL & TAG "RCE 30171 " FLUSH, PER R9. ACCEPTED AS THE
SOUTH WEST CORNER OF LOT 13, TRACT NO. 26837 & AS A POINT ON THE SOUTH
SECTION LINE SECTION 22.
FM -3-1 FD. 1 1/2" IRON PIPE WITH NAIL & TAG "RCE 7304", FLUSH, PER R3, R9. ACCEPTED AS
THE EAST 1/4 CORNER SEC. 22..
Fm --41 FD. 1 1/4" IRON PIPE WITH NAIL & TAG "RE 862", UP 4", PER R1. ACCEPTED AS NORTH
QUARTER CORNER SECTION 26.
FM -5-1 FD. 1 1/4" IRON PIPE WITH NAIL & TAG "RE 862", FLUSH PER R1. ACCEPTED AS
NORTH CENTER 1/16 CORNER.
FM__6fl FD. 1"IRON PIPE WITH NAIL & TAG "LS 3584", FLUSH, NO REFERENCE. DID NOT
ACCEPT AS NORTH CENTER 1/16 CORNER, S14°56'02"E 0.44' FROM CORNER.
M7 FD. 1 1/4" IRON PIPE WITH NAIL & TAG "RE 862", UP 4" PER R1. ACCEPTED AS WEST
QUARTER CORNER SECTION 26.
FM -8-1 FD. 3/4" IRON PIPE WITH NAIL & TAG "RCE 7304'; UP 2" PER R2, R5.
M10 FD. 3/4" IRON PIPE WITH NAIL & TAG "RCE 7304" UP 2", PER R2, R5, R7. DID NOT
ACCEPT POINT BEING ON THE CENTER SECTION LINE. SEE DETAIL.
M12 FD. 1"IRON PIPE WITH NAIL & TAG "RCE 7304" FLUSH, PER R4, R5, R6, & R8 ACCEPTED
AS THE WEST QUARTER CORNER SECTION 26.
M13 FD. 1 " IRON PIPE WITH PLASTIC PLUG" "LS 7259" FLUSH. PER RS 156/12. ACCEPTED
AS THE WEST 1/16 CORNER SECTION 26.
® FD. 1 " IRON PIPE WITH PLASTIC PLUG" "LS 7259" FLUSH. PER RS 156/12.
ESTABLISHMENT NOTES:
E1 I SEARCHED AND FOUND NOTHING. POSITION ESTABLISHED BY HOLDING THE
MEASURED BEARING BETWEEN THE FOUND MONUMENTS AT THE WEST
QUARTER CORNER SECTION 26 AND THE WEST 1/16 CORNER SECTION
26. THE MEASURED DISTANCE BETWEEN THE ABOVE MENTIONED
MONUMENTS WAS THEN HELD FROM THE WEST 1/16 CORNER. THIS
METHOD WAS DETERMINED TO BE THE BEST FIT TO THE VARIOUS
SURVEYS OF RECORD IN THE AREA.
SEARCHED FOUND NOTHING. POSITION ESTABLISHED BY HOLDING THE
RECORD DISTANCE OF 30.00' (PER R2 AND R5) AND MEASURED BEARING
BETWEEN THE FOUND MONUMENTAT THE WEST QUARTER CORNER AND
THE MONUMENT M8 .
SEE SHEET 2 OF 2 FOR BOUNDARY ESTABLISHMENT OF PARCELS
DESCRIBED 1N DOCUMENT. NO. 2019-00826091, REC.03/14/2019.
COUNTY SURVEYORS NOTE.
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF
RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN
THE RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF
THE SUBDIVISION MAPACT, DIVISION 2(COMMENCING WITH SECTION
66410) OF TITLE 7 OF THE GOVERNMENTAND RIVERSIDE COUNTY
ORDINANCE 460. THE PARCEL SHOWN ON THIS SURVEY MAY NOT HAVE
BEEN LEGALLY CREATED AND THEREFORE MAY NOT BEA BUILDABLE
PARCEL.
:MILLAN, COUNTYSURVEYOR, P.L.S. 8488
DECEMBER 31, 2022
SEARCHED FOUND NOTHING.
NOTHING SET SEE ESTABLISHMENT
NOTES. E2
EAST 1/4 CORNER
SECTION 26
RIV. CO. 21-048
NOTES:
SEE SHEET 1 FOR BASIS OF BEARINGS AND DATUM STATEMENT,
REQUESTOR OF SURVEY, PURPOSE OF SURVEY, BOUNDARY
ESTABLISHMENT NOTES, MONUMENT NOTES, SURVEYOR'S STATEMENT,
COUNTY SURVEYOR'S STATEMENT AND RECORD REFERENCES.
SEE SHEET 1 OF 2 FOR ESTABLISHMENT OF THE SOUTHWEST QUARTER
OF SECTION 26.
THE NORTHWEST CORNER OF THE
EAST HALF OF THE SOUTH HALF OF
THE NORTHWEST QUARTER OF SECTION
26. SEE SHEET 1 OF 2 FOR ESTABLISHMENT.
ti
O
2
O
Cp MAPPING ANGLE
AT M8 = 00°30'10"
356.15'
P
IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA
A SURVEY OFA PORTION OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 2 SOUTH,
RANGE 3 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
FOOTHILL
SURVEYING MARCH 2021 & MARCH 2022 NICHOLAS D. ELLIS PLS 9320
Incorporated -
712.31'
�I
I
I
I
I
I
I
I
I
I
WEST LINE OF THE EAST HALF OF
THE SOUTHWEST QUARTER OF THE
EAST HALF OF THE SOUTH HALF OF
THE NW QUARTER SEC. 26.
I
I
I
I
I
I
I
I
I
I
to
o
O
co
co
V)
N
L
O
�
cI
353.53'
THE SOUTHWEST CORNER OF THE
EAST HALF OF THE SOUTH HALF OF
THE NORTHWEST QUARTER OF SECTION
26. SEE SHEET 1 OF 2 FOR ESTABLISHMENT.
707.07'
MONUMENT NOTES:
M15 S53°06'41 "E
44.46'
178.08' 178.08'
PARCEL 1
S89029'32"E 1424.62'
zo
N�o
DOC. NO.
d
2019-0086091 3
REC. 0311412019
N 00N
� �
176.77'---�/ ``-- 176.77'
NOTHING SETAT S8900622"E 1414.14'
TRUE CORNER
M9 SET 1 " IRON PIPE WITH PLASTIC PLUG "PLS 9320", UP 2"AT PROPERTY CORNER.
M 1-11 FD. 1 1/2" IRON PIPE OPEN, UP 4" NO REFERENCE, SET NAIL & TAG "PLS 9320"
ACCEPTED POINT BEING ON WESTERLY PROPERTY LINE OF PARCEL 1,
POINT IS N01 02131E 0.42' FROM CORNER.
M15 FD. 1 " IRON PIPE W1TH NAIL & TAG "LS 7342" UP 4" NO REFERENCE.
FM -1-61 FD. 1 " IRON PIPE WITH NAIL & ILLEGIBLE TAG, UP 2" NO REFERENCE. DID NOT
ACCEPT AS THE SOUTH EAST CORNER OF PARCEL.
:t 160 FEEI
111 0 ?�
SURVEY LEGEND:
0 FOUND MONUMENT AS NOTED
O SET 1 " IRON PIPE WITH PLASTIC PLUG "PLS 9320" UP 2"
356.15'
WEST LINE OF THE EAST HALF OF -
THE SOUTHEAST QUARTER OF THE
EAST HALF OF THE SOUTH HALF OF
THE NW QUARTER SEC. 26.
PARCEL 3
DOC. NO.
2019-0086091
REC. 03/1412019
353.53'
PARCEL DESCRIPTIONS:
SHEET 2 OF 2
THE NORTHEAST CORNER OF THE
EAST HALF OF THE SOUTH HALF OF
THE NORTHWEST QUARTER OF SECTION
26. SEE SHEET 1 OF 2 FOR ESTABLISHMENT.
712.31'
�--- 178.08'
PARCEL 2
N DOC. NO.
2019-0086091
a REC. 0311412019 0
N
a �
co0
� o
co
707.07 176'
N
W
v
cc
178.08'
176.77'
PARCEL 1 - THE EAST HALF OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE EAST HALF
OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF SECTION 26.
PARCEL 2 - THE WEST HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE EAST HALF
OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF SECTION 26.
PARCEL3 - THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE
NORTHWEST QUARTER OF SECTION 26.
M
M
Lo
r
Z
CENTER OF SECTION 26.
SEE SHEET 1 OF 2 FOR
ESTABLISHMENT.