rs165_021-022aa�s-oo�a3ya--
IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF A PORTION OF BLOCK AND A PORTION OF BLOCK 2 AS SHOWN ON FIGADOTA FARMS NO. 16, FILED
IN BOOK 16, PAGE 93, OF MAPS; ALSO LOT 2 OF METZ'S SUBDIVISION, FILED IN BOOK 14, PAGE 691 SAN DIEGO
COUNTY MAPS; AND ALSO STREET VACATION RECORDED NOVEMBER 9, 2023 AS DOCUMENT NO. 2023-0338656, O.R.
LYING WITHIN SECTION 30, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S.B.M.
CAL VADA SURVEYING, INC. ARMANDO D. DUPONT, PLS 7780 DECEMBER, 2023
STA TEMENT OF PURPOSE
0(SEE SHT. 2)
FD. GEAR SPIKE & WASHER,
STAMPED "LS 5174"
FLUSH(GROUND) PER RS BK.
147/3, FOR N. 114 COR.
n NUEVO
4417.71' (R4 M V
SNF; EST. AT
RECORD DISTANCE
PER R4
I �
THE PURPOSE OF THIS SURREY IS TO ESTABLISH AND MONUMENT THE PROPERTY AS
DESCRIBED IN GRANT DEED RECORDED OCTOBER 30, 2023 IN DOC. NO 2023-0321412,
GRANT DEED RECORDED ✓ANUARY 12, 2024 AS DOC. NO 2024-0011576, AND TO
COMPLY WIIN SECTION 8762 6 5 OF THE '
()() PROFESSIONAL LAND SURVEYOR S ACT. SEE DETAIL A'
R.S.141172-73 _ SHT.2
SNF; EST. BY RECORD-,
ROAD DISTANCE PER (R6)
_ N89 44 00"W 2655.48' (2655.50' R4)
917 J8' - I
A W.LY LINE EST. BY HOLDING I
RECORD DISTANCE & \
PARALLEL TO E Y LINE LOT 2
PER (R6)
FI GA D O TA FARMS NO. 16
I B M. B. 16193
N.LY LINE EST. BY HOLDING
v'� \ PARALLEL TO NUEVO RD. A
rn %7S \ PER (R10)
\ z \\ BLOCK 1
172 29' (R812 & M)
rn
° (R6)
B C D
BLOCK 2
\ C 1.0'
d=93'40 41 "
W/0 C.L.F. SNF,- EST. AT
\ T` (R8) SNF; EST. BY RECORD DISTANCE
Z � C.LF. RECORD DISTANCE PER (R10) �
\? ^ g2 w -Zug? ON PL PER (RS)
N C. \ t_ T O
Z N PERLR13) \ w oo D W.LY LINE EST. BY
w\ w o RECORD ANGLE &
DISTANCE PER (R8)
o -'► �\ _ 1524/0 c.c.F PAR. l GRANT DEED
\ g° Cal =' c'
N E.LY LINE R.O.W. AS DOC. NO.
SHOWN ON (R12) 2023-032/4 /2
0.6' REC. 0711812023
E/0 C.L.F. R=5000.00'
W N \ A-=00634"
\ \ 09'
C.L.F.
SNF; EST. BY
75.09' INTERSECTION
(76.47' R8&R12)
lod
50 3° � �
a3��� \
50' 30 �
00 't \\ S KEY COR.
TR 24081-SNF
Ecr-
co
/ 2 l3 L4
1/'s L6
TREET VACA 110 C2
�1 REC. 11109123 AS —
o (3TO.00' R6 & M)
L1 OC. NO. 20233-0338656, O.R.
25.00'
FD. 2" I.P., "RCE 13177 , --,�
FLUSH, PER R1
330' (R6 & M)
LOT 2 M.B. 141691
S.D.CO.
EL LINE LOT 2, -
METZ'S SUBDIVISION
M.B. 141691, SAN
DIEGO CO.
FD. 1" I.P. W/NAIL,
DOWN. 0.4 , NO REF.,
S7150'50"E 0.34'
(NOT ACCEPTED)
PAR. 2 GRANT DEED
DOC. NO.
2023-03214 /2
REC. 071181202J
FD. 3/4" & TAG "RCE -
13177" BENT,• ACCEPTED
AS THE SW COR. PAR. 7
PER R1
SNF; EST. BY 142.94'
RECORD DISTANCE (143.00' RI)
PER (R6)
330' (R6 & M)
N89 4748-W 728.92'
SLY LINE BLOCK 1
M.B. 14/691
TRACT NO.24081
P.M.B. 212 /41-44
(18.03' R7 & M) (18.00' R2)
N00'11 '10'E'
FD. GEAR SPIKE & -
\ WASHER, "LS 5411 ,
FLUSH, PER R7
I F0 1 " I.P, "LS 4343;
DOWN 0.2; PER CR
2023-0411, FOR THE
CENTER SEC. 30 \
_ _ N89 49 20 "W 2648.01 ' (2647.70' R3)
1366.98' (1366.82'-CALC R3) V "
SNF; EST. BY R.S. 13611-2
PRORATION
C. J. N. 23951 PER R3
COUNTY SURVEYOR'S NOTE
THE COUNTY SURV f-YOR HAS NOT ESTABLISHED AS OF THE DATE OF
RECORDING OF THIS RECORD OF SURViEY THAT THE LAND SHOWN IN
THIS RECORD OF SURREY IS IN COMPLIANCE WITH THE PROWSIONS OF
THE SUBDIP75ION MAP ACT, DIWS/ON 2 (COMMENCING WITH SECTION
66410) OF 177ZE 7 OF THE GOVERNMENT CODE. THE PARCEL SHOWN
ON THIS SURREY MAY NOT HAVE BEEN LEGALL Y CREATED AND
THEREFORE MAY NOT BE BUILDABLE PARCEL.
DA WD L. MCMILLAN, COUNTY SURVEYOR
LS 8488
ID it- AND SG
\I. MC,y CAI c
o� 2 )o
LS 8488
\� OF CAIJ4!//
SNF; EST. BY
INTERSECTION
►' " 990.39' (990.45' R1) (990.00' R�
FD. I" I.P. IN WELL MON. -
TAGGED "RIV. CO. SURVEY"
DN. 1.0' PER R1, FOR THE
N E COR SEC 30
(POINT OF CONVERGENCE)
0(SEE SHT. 2)
P.M. 15115-9
lcl
Qi
"3"
Z
o�
z
I
Q
o
c�
PAR 7
ill
o
N89 47 48"W 1794.15' (1793. 75' R2)
FD. LEAD IN HOLE ON —
TOP WALL, ACCEPTED AS
S. W. COR. PAR. 4 PER
R1(HELD FOR SLY LINE
LOT 2 PER R9)
v O
D 50' 100' 200' 300' 400' I
SCALE. 1 "= 100'cr
mZQ�
0
PAR 4
55'
537.52'
(537.49' RJl)39761' (39766' RI)VV990ri(g .15'Rl) (990.00' R6)
FO. NAIL & TAG, "RCE FD. 2" I.P., "RCE 13177�"",� J
131 7
ON TOP WALL; FOR THE , S E. COR.
ACC. AS S.E. COR. FLUSHN
PAR. 3 PER Rl (HELD FOR
PAR. 4 PER Rl
SLY LINE LOT 1 PER R9) goo 0
TRACT NO.24081-1 N I z
M.B. 212 / 37 - 40 ��
BOWEN ROAD N894850"W 1474.70' (1474.76' CALC 1?2)
METZ ROAD
1281.OX (1280.88' R3)
— - vV — —
FD. NAIL & TAG, "LS 6970 ;
FLUSH, PER CR 09-331
1�
o �o
N p
FD. 1- LP W/ PLUG„ ILLEGIBLE, NO
REFERENCE, ACCEPTED AS THE E. 1/4 �
COR. SEC. 30 (SWIN'G TIES NOT FOUND
PER TB 40/89) - -
SHEET 1 OF 2 SHEETS
RECORDER'S STA TEMENT
FILED THISjDA Y OFff 20-,
A T 3: 99 9.M. IN BOOK OF RECORDS OF SURVEY,
A T PAGE A T THE REQUEST OF THE COUNTY SURVEYOR.
No.1oa5-00Ia34
FEA II
PETER ALDANA, ASSESSOR - COUNTY CLERK -RECORDER
BY.- `'1-tut,6- c&==. DEPUTY
SURVEYOR'S STA TEMENT
THIS MAP CORRECIL Y REPRESENTS A SURREY MADE BY ME OR UNDER
MY D/REC770N IN CONFORMANCE WITH THE REQUIREMENTS OF THE
PROFESSIONAL LAND SURVEYORS' ACT, AT THE REQUEST OF
KIMLEY-HORN, IN DECEMBE@ 2023.
A/YMANUU U. UU/-'UN/
P.L.S. 7780 DATE
COUNTY SURVEYOR'S STA TEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
ACT THIS DA Y OF2025
�10 LAND SG
�5 L. MC 4'L
700
LS 8488
DA WD L. MCMILLAN, COUNTY SURVEYOR
LS 8488
LEGEND
RI = RECORD DATA PER PM 22935 BK. 15115-9
R2 = RECORD DATA PER TR 24081 BK. 212141-44
R3 = RECORD DATA PER RS BK. 136/2-3
R4 = RECORD DATA PER RS BK. 14 1172-73
R5 = RECORD DATA PER PM 33512 BK. 223 PGS. 62-63
R6 = RECORD DATA PER FIGADOTA FARMS NO 16 M.B. 16193
R7 = RECORD DATA PER CR 13--0818
R8 = RECORD DATA PER GRANT DEED REC. 10-4-90 AS /NST. 367377
R9 = RECORD DATA PER ME7ZS SUBDIVISION M.B. 14/691
R10 = RECORD DATA PER GRAND DEED RECORDED JUL Y 18, 2023 AS
DOC. NO. 2023-0321412, O.R.
R11 = RECORD DATA PER GRAND DEED RECORDED ✓ANUARY 12, 2024
AS DOC. NO. 2024-0011576, O.R.
R12 = RECORD DATA PER CAL TRANS R.O. W. MAP NO.. 423521-3
R13 = RECORD DATA PER GRANT DEED RECORDED MARCH 24, 1952 AS
/NST. NO 12435 SK. 1353, PG. 90, O.R.
= INDICATES FD MONUMENT AS NOTED
O = SET 1" IRON PIPE WITH BRASS NAIL & TAG STAMPED "PLS 7780;
FLUSH
EST. = ESTABL/SHED
SNF = SEARCHED, NOTHING FOUND
O.R. = OFFICIAL RECORDS
C.L.F. = CHAIN LINK FENCE
SEC 30, T4S, R3W RI V CO 24 — 00 1 7
av25 -00 1 bt34 a --
IN THE CITY OF PERR/S, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF A PORTION OF BLOCK AND A PORTION OF BLOCK 2 AS SHOWN ON FIGADOTA FARMS NO. 16, FILED
IN BOOK 16, PAGE 93, OF MAPS; ALSO LOT 2 OF METZ'S SUBDIVISION, FILED IN BOOK 14, PAGE 691 SAN DIEGO
COUNTY MAPS; AND ALSO STREET VACATION RECORDED NOVEMBER 9, 2023 AS DOCUMENT NO. 2023-0338656, O.R.,
LYING WITHIN SECTION 30, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S.B.M.
CAL VADA SURVEYING. INC.
/ Fr. FA/n
O = SET 1 " IRON PIPE WITH BRASS NAIL & TAG
STAMPED "PLS 7780', FLUSH
R1 = RECORD DATA PER PM 22935 BK. 15115-9
R6 = RECORD DATA PER FIGADOTA FARMS NO
16 M.B. 16/9J
R11 = GRAND DEED RECORDED ✓ANUARY 12, 2024 AS
DOC. NO. 2024-0011576, O.R.
ESTABLISHMENT NOTES
Ul - ESTABLISHED A T RECORD ANGLE & DISTANCE PER (R11)
C. J. N. 23951
ARMANDO D. DUPONT. PLS 7780
\C2
- N89 44'00 "W
218.38(R 11 &M)
DECEMBER, 2023
NUEVO
J50. 00'(R6&M) -
C3
STREET VA CA TION REC.1110912J
AS DOC. NO. 202J-OJJ8656, 0. R.
279.12'(279.09'R 11)
N.E. COR. L 0 T 2 METZ'S
SUBDI VISION M. B. 141691 S D. CO.
SNF,• ESTABLISHED
BY INTERSECTION
ROAD
N89 44'00"W 990.39'(990.45' R1
1.81 '
F. A/i, 15 J 1 9
DETAIL 'B I
NOT TO SCALE
2 OF 2 SHEETS
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED
LOCALL Y ON CONTROL STATIONS "MLFP" AND "P584" NAD 83
(NSR52011) EPOCH 2O10.00 AS SHOWN HEREON. ALL BEARINGS
SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE.
GRID DISTANCES MAY BE OBTAINED BY DIVIDING THE GROUND
DISTANCE BY A COMBINATION FACTOR OF 1.00007776J93311.
CALCULA (IONS ARE MADE AT THE N.E. CORNER OF SECTION JO,,
POINT 12, WITH COORDINATES OF N.• 2236507.,39 E.• 6265128.71
USING AN ELEVATION OF 1436.24.
C.SR.C. MLFP.•
NORTHING = 2279468.18'
EASIING = 62,37668.03'
C.S.R.C. P584:
NORTHING = 2269IJ5.98'
EASTING = 6348737.97'
C.S.R. C. BILL:
NORTHING = 2154994.98'
EAS77NG = 6313564.17'
C.O.R.S. MLFP
N: 2279468.18' 111549.47(GRID) C.O.R.S. P584
E: 6237668.03' _ _ _ N8441'07"W N: 2269135.98'
\ — E: 6348737.97'
GRID
TRUE o o
N: 2236519.75 / \ ,o^
E: 6262473.26' N89 44'00"W \ l 2 Z
:2655.48'(GROWD) \ N: 2236507.39'
1 4y?:3 \ I E: 6265128.71'
p��p� \ N30'43;09"W
94817.02 (GRID)
CONVERGENCE ANGLE =-00'32'11 " 62j> p�
N 2236507.39 NOT TO SCALE ����5'0 \ � C.O.R.S. 4.
BILL
E 6,265,128.71 % N: 21549998'
ELEV. 1436.24' E: 6313564.17'
VD SCALE FACTOR. • 1.0000777093311
NOT TO SCALE
LINE TABLE
LINE #
DIRECTION
LENGTH
RECORD
L 1
N89 44'00"W
50.88'
(Rll&M)
L2
N8433'31 "E
18.19'
(Rll&M)
L3
N687229"W
17.28'
(Rll&M)
L4
N0076'001E
3.22'
(Rll&M)
L5
N6872'29"W
45.72'
(Rll&M)
L6
N89441000W
45.41'
plum)
L7
N0033'01"E
28.82'
(Rll&M)
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
RECORD
Cl
189.00'
387936
126.43'
(Rll&M)
C2
1050.00'
322101"
61.70'
(Rll&M)
C3
1050. 00'
072'11 "
J. 72'
J. 70'(R11)
SEC 30, T4S, R3W RI V CO 24 - 0017