rs165_076-079SHEET 1 OF 4 SHEETS
IN THE UNINCORPORATED TERRITORY OF THE
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF PORTION OF
SECTION 15, IN TOWNSHIP 6 SOUTH, RANGE 23 EAST, SAN BERNARDINO MERIDIAN
THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
PALO VERDE IRRIGATION DISTRICT
DATES OF SURVEY: APRIL, 2016 - MAY, 2024
BEAU D. IMMEL, P.L.S. 9393
PURPOSE STATEMENT:
THE PURPOSE OF THIS SURVEY IS TO MONUMENT
THE BOUNDARY OF FEE PROPERTIES ACQUIRED BY THE METROPOLITAN WATER
DISTRICT OF SOUTHERN CALIFORNIA WITHIN THE PALO VERDE IRRIGATION DISTRICT,
SAID PROPERTIES DESCRIBED AS PARCEL "A", RECORDED MARCH 30, 2022, AS
DOCUMENT NO. 2022-0153068, AND PARCEL "A", RECORDED MARCH 31, 2022, AS
DOCUMENT NO. 2022-0154479, BOTH IN OFFICIAL RECORDS, RIVERSIDE COUNTY,
CALIFORNIA. AND TO COMPLY WITH SECTION 8762 (a), (b)(4)(5) OF THE BUSINESS
AND PROFESSIONS CODE OF CALIFORNIA.
BASIS OF COORDINATES:
COORDINATES SHOWN HEREIN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF
1983 (CCS83), ZONE 6, 2011.00 EPOCH, IN ACCORDANCE WITH THE CALIFORNIA PUBLIC
RESOURCES CODE, SECTIONS 8801 THROUGH 8819;
SAID COORDINATES ARE BASED LOCALLY UPON FIELD -OBSERVED TIES TO THE FOLLOWING
STATIONS, AS SHOWN ON A MAP FILED IN RECORD OF SURVEY BOOK 146, PAGES 92-97
IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE, CALIFORNIA.
SEE SHEET 2 FOR CONTROL NETWORK.
STATION LATITUDE (N) NORTHING (FEET) LONGITUDE (W) EASTING (FEET)
PVID-02
33041'34.59291 "
2200104.695
-114*31'29.98433"
7086349.923
PVID_03
33041'26.37893"
2199037.503
-114*34'21.93174"
7071836.740
PVID_05
33°38'48.48014"
2183084.970
-114*34'17.66583"
7072454.058
GRID / GROUND DISTANCES:
DISTANCES SHOWN HEREON ARE GROUND DISTANCES UNLESS
OTHERWISE NOTED. GRID DISTANCES MAY BE OBTAINED BY
MULTIPLYING GROUND DISTANCES BY A COMBINED FACTOR OF
0.99996062 CALCULATED AT STATION PVID-05 (COORDIANTES,
ELEVATION, AND MAPPING ANGLE SHOWN AT BOTTOM OF PAGE).
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS RECORD OF SURVEY IS THE
CALIFORNIA COORDINATE SYSTEM, NAD83, ZONE 6, AS
DETERMINED LOCALLY BY A LINE BETWEEN STATIONS "PVID_03"
AND "PVID_02" AS SHOWN ON A MAP FILED IN RECORD OF
SURVEY BOOK 146, PAGES 92-97 IN THE OFFICE OF THE
COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, BEING
N85"47'40.07"E.
MONUMENT NOTES:
Ak INDICATES HORIZONTAL CONTROL MONUMENT.
• INDICATES FOUND MONUMENT, AS NOTED ON SHEET 2.
O INDICATES SET MONUMENT, AS NOTED ON SHEET 2.
=01 � 00
R1
RECORD
OF
SURVEY,
R.S.B.
34/36-37
R2
RECORD
OF
SURVEY,
R.S.B.
88/73
R3
RECORD
OF
SURVEY,
R.S.B.
95/20-22
R4
RECORD
OF
SURVEY,
R.S.B.
145/85
R5
RECORD
OF
SURVEY,
R.S.B.
146/92-97
ABBREVIATIONS:
A.C.
ASPHALT CONCRETE
B.0
BRASS CAP
I.P.
IRON PIPE
O.R.
OFFICIAL RECORDS
P.M
PUNCH MARK
R.S.B
RECORD OF SURVEY BOOK
EXEMPT RECORDING REQUEST
PER GOVERNMENT CODE 27383
RECORDER'S STATEMENT:
FILED THIS / �Pty DAY OF APrl.l 9 2025,
AT 0=2 •M. IN BOOK ltg5 OF RECORDS
OF SURVEY, AT PAGES _ 10 AT THE REQUEST
OF THE COUNTY SURVEYOR.
FEE: -0- NO. o20a'S on oZS�g
PETER ALDANA, ASSESSOR - COUNTY CLERK - RECORDER
, DEPUTY
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 METROPOLITAN WATER
DISTRICT OF SOUTHERN CALIFORNIA IN A NOVEMBER 2023.
I S/ ZZ®ZS
BEAU D. IMMEL, L.S. 93
COUNTY SURVEYOR'S STATEMENT:
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
ACT THIS 110_ DAY OF AFE%i- , 2025.
DAVID L. MCMILLAN, COUNTY SURVEYOR
P.L.S. 8488
wIw
PVID 03
6TH
8TH
PVID 05
AVE.
AVE.
PROJECT
N",
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LOCATION
SIN
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RIVERSIDE
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--COUNTY----
IMPERIAL
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COUNTY VICINITY MAP
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0 12,000 24,000 36,000 48,000
NIN
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SCALE: 1" = 12,000'
MAPPING ANGLE AND GRID FACTOR:
STATION NORTHING (FEET) EASTING (FEET) ORTHOMETRIC HEIGHT (FEET) CONVERGENCE ANGLE COMBINED FACTOR
PVID_02
2200104.695
7086349.923
285.57'
0'5652.51"
0.99996515
PVID_03
2199037.503
7071836.740
284.73'
0*55'18.02'
0.99996495
PVID_05
2183084.970
7072454.058
282.409
0'55'20.37"
0.99996062 R/V.CO. 24-0059
SHEET 2 OF 4 SHEETS
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IN THE UNINCORPORATED TERRITORY OF THE
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF A PORTION OF
SECTION 15, IN TOWNSHIP 6 SOUTH, RANGE 23 EAST, SAN BERNARDINO MERIDIAN
THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
PALO VERDE IRRIGATION DISTRICT
DATES OF SURVEY: APRIL, 2016 - MAY, 2024 PVID 02
FOUND 1-1/2" IRON PIPE AND
BEAU D. IMMEL, P.L.S. 9393 1-3/8" M.W.D. B.C. WITH
P.M., STAMPED "MWD PVID
02", DOWN 6" IN CONCRETE
PVID 03 IN P.V.C. COLNA2200104PER � 695
FOUND 1-3/8" M.W.D. B.C.M. E: 7086349.923
WITH P.M., STAMPED "MWD
PVID 03", FLUSH IN CONCRETE
WALL OF BRIDGE NO. "D02",
PER (R5). — —
N: 21 9037.503 14,552.940' GROUND—
E:7071836.740-------- /
85°47'40"E - BASIS OF BEARINGS 14,552.367' GRID (M&R— — /
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IIN /
III /
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a
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II IIN
cp
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c SECTIONAL BREAKDOWN ONLY ��/ CONVERGENCE
II Ila SHOWN ON THIS SHEET �^ / ANGLE: 000 55'20.37"
_4 / AT PVID_05
II II.., (SEE SHEETS 3-4 FOR MORE DETAIL AND
M.W.D. PARCEL BREAKDOWN) /
MONUMENT DESCRIPTIONS:
I
I
/
FOUND 2" IRON PIPE WITH BRASS DISK, STAMPED "MWD
I
I
/
L.S. 8560", PER R.S.B. 156/27-31, DOWN V BELOW A.C.
6018
PAVEMENT; ACCEPTED AS THE NORTHWEST CORNER
I
I
6018
6024
/
OF SECTION 15, T.6S., R.23E., S.B.M.
SEC.
SEC.
SEC.
/
I s
I
10
6TH AVENUE
10
/
FOUND 2" I.P. AND B.C., STAMPED "MWD L.S. 8560" PER R.S.B.
I
I
N87°51'20"W 2644.
6019
6024
156/27-31, DOWN 1" BELOW A.C. PAVEMENT.
N87°51'20"W
2644.38'
ACCEPTED AS NORTH QUARTER -CORNER OF SECTION 15,
Z
SEC.
SEC.
T.6S., R.23E., S.B.M.
o I SEC.
po
SEC,
15
14
I 16
15
Z
�
FOUND MAG NAIL AND WASHER, STAMPED "RIV. CO. TRANS"
Nn-
z
0
Cn
FLUSH ON A.C. PAVEMENT, PER C.R. 17-0082, ACCEPTED AS
c
� I
%
c
0)THE
N
6019
NORTHEAST CORNER OF SECTION 15, T.6S., R.23E.,
00 I
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o
c 2
S.B.M..
x
m
"MWD
N
FOUND 2" IRON PIPE AND B.C. STAMPED LS8560" PER
_
lG��
0)cn
6022
R.S.B 155/52-55, DOWN 12" BELOW SURFACE. ACCEPTED AS
SECTION 15, T.6.S, R.23E.,
a,
4cj
THE EAST QUARTER CORNER OF
a W +
Z
91
N
-'
o
S.B.M.
�Q `4 I
�
N
FOUND 1-1/4" IRON PIPE, NAILAND TAG, STAMPED "RIV CO
<z I
m
SURVEY", PER RIVERSIDE COUNTY TIE BOOK 126/29; DOWN
_ II
N87035'34"E 2643.78'
N87035 34 E 2643.67'
4001
22" BELOW A.C. PAVEMENT; ACCEPTED AS SOUTHWEST
W
O
CORNER OF SECTION 15, T.6S., R.23E., S.B.M.
� I
�
6022
�Z
O-; I
m
cn
FOUND 1" IRON PIPE, NAILAND TAG, STAMPED "RCE 27943", SET
�Z� �,
II
<
Z
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IN 6" DIAMETER CONCRETE COLLAR, IN LIEU OF 3/4" IRON PIPE
cd
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w
5000
WITH TAG STAMPED "RCE 27943", PER (R3), DOWN 6" BELOW
cna �"
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SURFACE; ACCEPTED AS SOUTH QUARTER -CORNER OF
ci o I
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CD
SECTION 15, T.6S., R.23E., S.B.M.
u-O
P
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FOUND 2" IRON PIPE AND BRASS DISK, STAMPED "L.S. 8560"
MoO�� Z
�GJ�
5�
iv
5001
PER R.S.B. 149/32-36, DOWN 18" BELOW SURFACE. ACCEPTED
o II
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AS THE SOUTHEAST CORNER OF SECTION 15, T.6S., R.23E.,
��>Zo�
ui C)900 C%4
N
co
S.B.M.
p 1 N o I
>Og�
SEC.
15
SEC.
14
SET 1.5" IRON PIPE WITH TAG, STAMPED "L.S. 9393", FLUSH
0-LL = m Z W I
SEC.
16
SEC.
15
8 T H AVENUE
6500
WITH SURFACE OF ASPHALT.
N87°20101"E SEC,
SEC.
N87019'54"E
2643.15' 22
5001
22
2643.24'
5000
(2643.23' R2)
SET 1.5" IRON PIPE WITH TAG, STAMPED "L.S. 9393", IN DIRT
(2643.25' R3)
F651
0.3' UP FROM SURFACE.
4001
6507
�I
0 /000 2000 3000 4000
mommmi
6510
SCALE: 1' = 1000'
SET 1.5" IRON PIPE WITH TAG, STAMPED "L.S. 9393", FLUSH
WITH SURFACE OF ASPHALT.
SET 1.5" IRON PIPE WITH TAG, STAMPED "L.S. 9393", IN DIRT
0.3' UP FROM SURFACE.
SET 1.5" IRON PIPE WITH TAG, STAMPED "L.S. 9393", FLUSH
WITH SURFACE OF ASPHALT.
SET 2" IRON PIPE WITH BRASS DISK, STAMPED "MWD L.S. 9393
T6S R23E WC 4 FT 2024", IN DIRT 0.2 FEET UP FROM SURFACE.
6502 SET 1.5" IRON PIPE WITH TAG, STAMPED "L.S. 9393", FLUSH
WITH SURFACE OF ASPHALT.
6503 SET 1.5" IRON PIPE WITH TAG, STAMPED "L.S. 9393", IN DIRT
0.T UP FROM SURFACE.
6504 SET 2" IRON PIPE WITH BRASS DISK, STAMPED "MWD L.S. 9393
T6S R23E 1/4 S16 S15 2024", FLUSH WITH SURFACE OF
ASPHALT.
aSET 1.5" IRON PIPE WITH TAG, STAMPED "L.S. 9393", IN DIRT
6505 0.8' DOWN FROM SURFACE.
SET 2" BRASS DISK, STAMPED "MWD L.S.9393 T6S R23E WC 22
6506 FT 2024", FLUSH ON TOP OF CONCRETE WATER GATE
STRUCTURE D-29-SP.
IN THE UNINCORPORATED TERRITORY OF THE
SHEET 3 OF 4 SHEETS
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cb
wl
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF A PORTION OF
SECTION 15, IN TOWNSHIP 6 SOUTH, RANGE 23 EAST, SAN BERNARDINO MERIDIAN
THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
PALO VERDE IRRIGATION DISTRICT
DATES OF SURVEY: APRIL, 2016 - MAY, 2024
BEAU D. IMMEL, P.L.S. 9393
wi
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6505
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0
A
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0
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0
0
RECORD REFERENCES
SGRANT DEED RECORDED MARCH 30, 2022
DOC. NO. 2022-0153068 O.R.
8 GRANT DEED RECORDED MARCH 11, 2022
DOC. NO. 2022-0121099 O.R.
E� INSTRUMENT APPEARS TO BE RECORDED JANUARY
26, 1916 IN BOOK 320, PAGE 230 OF DEEDS.
EASEMENT IN FAVOR OF THE PUBLIC FOR PUBLIC
ROAD.
SEE SHEET 4
CENTER OF SECTION
ESTABLISHED BY INTERSECTION
/
/
CONVERGENCE
ANGLE: 00' 55'20.37"
AT PVID_05
1 /
N
N
W o
/
ow
i
DETAIL "A"
NOT TO SCALE
D'
30"W
SCALE: 1" = 200'
s
s �
SHEET 4 OF 4 SHEETS
W
w
rn
N
IN THE UNINCORPORATED TERRITORY OF THE
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF A PORTION OF
SECTION 15, IN TOWNSHIP 6 SOUTH, RANGE 23 EAST, SAN BERNARDINO MERIDIAN
E
04
SEC.
16 X)
53.92'
:.
N
9
SEC.
16
W
Co
00
THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
z
°
N_
rn
N
0
O
O
4
N
w
w
4001
PALO VERDE IRRIGATION DISTRICT
DATES OF SURVEY: APRIL, 2016 - MAY, 2024
BEAU D. IMMEL, P.L.S. 9393
WEST 1/4 CORNER ESTABLISHED
BY SINGLE PROPORTION
630.00'
PORTION EXCEPTED PER
DOC 2010-0188848 RECORDED
APRIL 26, 2010
6507
SEE SHEET 3
N87035'34"E 2643.78'
65081 D=36°23'51"
R=250.00"
N8703513411E 630.00' _ ■.. ■ � ■_, _ � L=158.81'APPROXIMATE CENTERLINE OF
■�.�.�7 1$1� 1■■4& ■.■'•""NORTH �•�, DRAIN. SEE ESTABLISHMENT
NOTE
I F .
I #6°
i •�3�F
I �•s v� r-- 30.00' FOR PUBLIC USE
PER MB 06, PG 59 GRANT DEED RECORDED JANUARY 7, 2022 �,�♦ D=21 °39'54"
DOC, NO. 2022-00011994 O.R. •�'� R-100.00" • -
XCEPTION PER D D4 �•� 1/16 CORNER ESTABLISHED BY
�• •�''�■.N?SINGLE PROPORTION
I 6509
I
2013.78'
DEED REFERENCES
D2 GRANT DEED RECORDED MARCH 31, 2022
DOC. NO. 2022-0154479 O.R.
GRANT DEED RECORDED JANUARY 7, 2022
D4
DOC. NO. 2022-00011994 O.R.
Parcel "A"
GRANT DEED RECORDED MARCH 31, 2022
DOC. NO. 2022-0154479 O.R.
APN: 830-120-009
8
DETAIL "A"
— — SEE SHEET 3
I I
22.00' \ ,
N1056'30"W
6506
1/16 CORNER ESTABLISHED BY
I SINGLE PROPORTION
I
I
I
— 30.00'
I
I
i
I
I
I
I
I
I
I
I
i
I
I
I
I
I
I
I
SEC.
15
If �11 .If :II
2472.00'
N87°27'44"E 2643.51'
SOUTH LINE OF THE NORTH
HALF OF THE SOUTHWEST
QUARTER OF SECTION 15
/
6510
1
171.51'
z
CA
CA
w
O
J
C
6510
� I
171.51';
% CO
z `.
°
I
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G
�
Y
w
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W
N
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SEC.
15
N87019'5411E 2643.24' (2643.23 R2,R3)
8 T H
CONVERGENCE
N ANGLE: 00° 55'20.37"
j AT PVID_05
AVENUE
ESTABLISHMENT NOTE FOR NORTH END DRAIN
THE LEGAL DESCRIPTION WRITTEN FOR PARCEL "A", DOC. NO. 2022-0154479 O.R. READS
"...LYING NORTH AND EAST OF DRAIN." THE LEGAL DESCRIPTION DOES NOT CLEARLY
DEFINE A LOCATION FOR THE BOUNDARY LINE. FOR THE PURPOSE OF THIS SURVEY THE
DRAIN IS CONSIDERED A HUMAN MADE MONUMENT. THE CENTERLINE IS SHOWN AND
DIMENSIONED BUT IT IS NOT THE INTENT OF THIS SURVEY TO PRECISELY DEFINE THE
LOCATION. THE DRAIN IS MADE OF DIRT, IT IS NOT UNIFORM, IT CONTAINS WATER, AND IS
HEAVILY VEGITATED ON BOTH SIDES. TOP OF SLOPE MEASUREMENTS WERE TAKEN ON
EACH SIDE AND A CENTERLINE WAS APPROXIMATED FROM THESE MEASUREMENTS TO
CREATE THE DEPICTION SHOWN HEREON.
5000
SCALE: 1" = 200'