rs167_045-046\5
IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
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5-- RECORD OF SURVEY
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BEING A SURVEY OF PARCELS 1 AND 2 OF PARCEL MAP NO, 9587,
RECORDED IN BOOK. 51, PAGES 38 AND 39 OF PARCEL MAPS,
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
v7
BEING A PORTION OF SECTION 4, T3S, R5W, S.B.M.
NJEFFERY L. MAYS, PLS 6379
DATE OF SURVEY: OCTOBER 2024
JOB NUMBER:22882
MONUMENT NOTES: JRNCFVIL ENGINEERS
— INDICATES FOUND MONUMENT, AS NOTED
O — INDICATES SET MONUMENT, AS NOTED
M1 FOUND PK NAIL & CITY ENGINEER TAG
PER (R9), FLUSH.
M2 FOUND PK NAIL & CITY ENGINEER TAG
PER (R12), FLUSH.
M3 FOUND 3/4" IRON PIPE & ILLEGIBLE TAG,
NO REFERENCE, DOWN O.S. DID NOT ACCEPT,
S 68'32'6" E 0.63', TIES PER (R12) NOT FOUND.
M4 FOUND BENT 3/4" IRON PIPE, NO TAG,
DOWN 0.4', ACCEPTED AS 3/4" IRON
PIPE PER (R12), DID NOT ACCEPT,
N 557'10" E 0.35'.
M5 FOUND 1" IRON PIPE WITH ILLEGIBLE TAG,
DOWN 0.3% ACCEPTED AS 1" IRON PIPE
TAGGED RCE 9876 PER (RI).
M6 FOUND 3/4" IRON PIPE WITH BROKEN NAIL,
DOWN 0.4% NO REFERENCE, ACCEPTED AS INTERSECTION
PER (R1).
M7 FOUND 1-1/4" IRON PIPE, NO TAG, PER (R4),
DOWN 0.4'.
Mg FOUND CHISEL MARKS ON MANHOLE RIM PER (R5),
DID NOT ACCEPT, N 87'34'18" W 0.19', ESTABLISHED
BY BEARING — BEARING INTERSECTION PER (R4).
M9 FOUND 1" IRON PIPE, NO TAG, PER R13, DOWN 1.0'.
t0 FOUND DOWN 18" CONCRETE MONUMENT RE, PER (Ri0),
N MONUMENT WELL PER R4).
Mi 1 FOUND MMANHOLE R NOT ACCEPT. ESTABLISHED 32.227 FROM(M1 DID0)
PER (R10).
AND FOUND 1" IROUN FLUSH.
TAGGED RCE 9876 PER (R1)
M13 FOUND 1" IRON PIPE TAGGED RCE 9876 PER (R1)
AND (R4), FLUSH.
14 FOUND LEAD, TACK AND TAG, RCE 7304, PER (Ri ).
15 FOUND LEAD, TACK AND TAG, RCE 13737, PER (R2).
M16 FOUND 3/4" IRON PIPE TAGGED RCE 7304 PER (R1)
AND (R4), FLUSH.
M17 FOUND 1" IRON PIPE, TAG GONE, PER (R4), FLUSH.
SET TAG STAMPED "PLS 6379".
18 FOUND 1" IRON PIPE, TAG GONE, PER (R4), FLUSH.
Mfg FOUND 3/4" IRON PIPE WITH NAIL, NO TAG, ACCEPTED
AS 3/4" IRON PIPE PER (R11), DOWN 0.2'.
2p FOUND COPPER WIRE IN CONCRETE IN WELL DOWN 0.6%
ACCEPTED AS "CONC. MON. WITH COPPER WIRE TOP"
PER (R8).
M21 FOUND LEAD AND TACK IN TOP OF CURB PER (R8).
FOUND CITY OF RIVERSIDE PK NAIL AND WASHER PER (R4),
�..i FLUSH.
ESTABLISHMENT NOTES.
E1 SEARCHED, FOUND NOTHING, ESTABLISHED BY PROPORTION, BETWEEN
POINTS E2 AND E7, HEREON PER (R1).
SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION. THE HALF
E2 OF 44.00' FOR CALIFORNIA AVENUE AND 55.00' FOR ARLINGTON AVENUE
WAS HELD AT MONUMENT M5 TO ESTABLISH THE ALIGNMENT OF CALIFORNIA
AVENUE AND ARLINGTON AVENUE.
E3 SEARCHED, FOUND NOTHING, ESTABLISHED BY FOUND TIES PER (R7),
SET NOTHING.
SEARCHED, FOUND NOTHING, ESTABLISHED BY BEARING — BEARING
E4 INTERSECTION. FITS ONE REMAINING TIE PER (R6), SET NOTHING.
E5 SEARCHED, FOUND NOTHING, ESTABLISHED BY PROPORTION PER (R4),
SET NOTHING.
E6 SEARCHED, FOUND NOTHING, ESTABLISHED BY COMPASS RULE ADJUSTMENT
PER (R1).
E7 SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION. THIS POSITION
WAS ESTABLISHED TO CLARIFY AND DOCUMENT (R1) ERRONEOUSLY SHOWS THIS
POSITION AS BEING THE CENTERLINE INTERSECTION OF MELROSE STREET AND
CALIFORNIA AVENUE, THIS POSITION IS CORRECTLY SHOWN ON (R3).
PURPOSE OF SURVEY
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE
BOUNDARY OF THE PARCELS 1 AND 2 OF PARCEL MAP NO. 9587,
RECORDED IN BOOK 51, PAGES 38 AND 39 OF PARCEL MAPS, AS
DESCRIBED IN THE GRANT DEED RECORDED AUGUST 26, 2021 AS
DOCUMENT NUMBER 2021-0510481, OF OFFICIAL RECORDS, BOTH IN THE
OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA.
SHEET 1 OF 2 SHEETS
RECORDER'S STATEMENT
FILED THIS DAY OF Decevin�Oe C 2025,
AT 10*51 A.m. IN BOOK . G1 OF RECORDS OF -SURVEY,
AT PAGE yr' ,-4%, AT THE REQUEST OF THE COUNTY SURVEYOR.
No. 2�u5—: 9$-+3q
FEE Oil
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: 42SEDEPUTY
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS NORTH 89'59'54" WEST
ALONG THE CENTERLINE OF ARLINGTON AVENUE AS SHOWN ON THE MAP
RECORDED IN BOOK 152, PAGE 87 OF RECORDS OF SURVEY, IN THE
OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA.
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
WITH SECT ON
8766 OF THE PROFESSIONAL
LAND SURVEYORS'
ACT THIS
!j
DAY OF O GT
2025.
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SURVEYOR
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DAVID L. MCMILLAN, COUNTY
P.L.S. 8488, EXP.
12-31-26
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oG O R NO.8488
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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
AMERICAN NATIONAL, LLC IN OCTOBER, 2024.
cp
JEFFEW L. MAYS DATE
PLS 6379 No.6370
RIV CO 24-0210
IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
SHEET 2 OF 2 SHEETS
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REFERENCES:
L11
N
04
3
G PARCEL i
0) N
CD
;n
(RI) - PARCEL MAP 9587, PMB 51 /38-39
(R2) - PARCEL MAP 15881,
PMB 82/99-100
(R3) -
FAGG SUBDIVISION, MB 34/20
(R4) -
RSB 152/87
j1 5) -
CITY OF RIVERSIDE 717E NOTE 382
(R6) -
CITY OF RIVERSIDE TIE NOTE 443
(R7) -
CITY OF RIVERSIDE TIE NOTE
DATED 5/5/95, AVAILABLE TIE
SCAN- OMITS TIE NOTE NUMBER,
PER THE DIGITAL FILE NAMING THE
11E NOTE NUMBER IS 1673
(R8) -
CITY OF RIVERSIDE TIE NOTE 5036
(R9) -
CITY OF RIVERSIDE TIE NOTE 5245
(R10) -
CITY OF RIVERSIDE TIE NOTE 5607
(R11) -
CITY OF RIVERSIDE TIE NOTE 5631
(R12) -
CITY OF RIVERSIDE TIE NOTE 9857
(R13) -
CITY OF RIVERSIDE TIE NOTE 379
RECORD OF SURVEY
BEING A SURVEY OF PARCELS 1 AND 2 OF PARCEL MAP NO.9587,
RECORDED IN BOOK 51, PAGES 38 AND 39 OF PARCEL MAPS,
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
BEING A PORTION OF SECTION 4, T3S, R5W, S.B.M.
JEFFERY L. MAYS, PLS 6379
DATE OF SURVEY: OCTOBER 2024
JOB NUMBER: 22882
JRNCAMENGINEEIRS
PALOMAR
WAY //
W WAY
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°¢ CAPISTRANO
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9(!)(a.)
LINE
BEARING
DISTANCE
L1
N
56' 18 23
E
149.81 '
149.70' R1
L2
N
00'39 01
E
100.02
L3
N
00'38'52
E
100.00 M & R4
L4
N
00'00 44
E
9.05
8.99' R2
L5
N
3333 48
W
171.55
171.93' R3
L6
N
3335 57
W
44.00 M & R1
L7
N
00*00*06
E
55.00' M & R1
L8
N
00'00 06
E
5.06 5.00 R1
L9
N
00'00'06"
E
36.76'
L 10
N
33'39 27
W
16.64 16.82 R 1
Lt I
N
00'00 06
E
8.90
8.99' R1 R2 R4
L12
N
56'1823
£
1674.56 1675.00 R3
L13
N
56-18 23
E
182.90
(182.88' R1)
182.98' R3
L14
N
56 18 23"
E
149.37
149.35' R 1)
149.33' R3
L15
N
56' 18 23
E
1312.29
1312.fi9' R1
L16
N
5618 23
E
30.00 M & R3
L17
N
33 33 48
W
280.42
280' R3
Li 8
N
33'39'27'
W
96.87' M & (R4)
96.77' R1
L19
N
33'39 27
W
10.69
L20
N
89'59 54
W
5.93
L21
N
00'3$ 15
E
307.09
307.00' R1
L22
N
89'59 54
W M &
R4
32.33 M & R4
32.20' R i 32.32' R2
L23
N
56' 18'38"
E
44.00' M & R4
L24
N
56'21 29
E
28.22 28.38 R8
L25
N
56'21 29
E
68.32 38.38 R8
L26
N 5S'21 29
E
40.12 40 RS
L27
N
N
00'38'52"
00'38'40"
E
E R4
660.20 M & R4
L28
N
56' 18 23
E
332.27 332.23 R 1
19
M8
L3
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�.I,G "PLS 6379" 0.85' NORTH
L27 V L
4.71'(4.60' R1/R2)
(N 89'5954" W 4.70' R4)
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NO ADDITIONAL z
ALONG STREETER AYE
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-' AVENUEa�
NO MONUMENTS FOUND
< ALONG EL MOUNO WAY
-j
W
240' 120' 0' 120' 240'
SCALE: 1 " = 120'
7 AND 1.01' NORTHWEST
SEE DETAIL A L OF CORNER, FLUSH
N 32'24'20" W 1.01
-•- - G�o�tlo � o �� J� � ��g
SET 1" IRON PIPE
n TAGGED "PLS 6379" --�
GRAFT DEED 0.48 NORTHEAST
' NORTH
RECORDED 8/26/2021 OF CORNER, FLUSH.
DOC# 2021-0510481 ' " '-
04
� N 07'0742 E 0.74
i
I lb
b
lb
SET 1" IRON 6�
PIPE TAGGEDPLS
M5 FLUSH 379",
a
mi
lb M3
'*V
E1 G�
M2 CO
M4 V
E7
�C- 0
O°6
°
E6
h 400
(q
M
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00
E6
CURVE
DELTA
RADIUS-1
LENGTH
Cl
56' 19 55
38.00
37.36
56' 19' 19"1-2-0-6-6-0
3800'
37.35' R4
CZ
9'40 02
33.74
9'40'
200.00'
1 33.74' R3
C3
9'40 02
200.00
33.74
9'40'
200.00'
33.74'1 R3
REFERENCE SHEET i OF 2 FOR
MONUMENT NOTES, ESTABLISHMENT NOTES,
AND BASIS OF BEARINGS.