rs161_02267.58'-,.,
(67.58')R3
SFN-ESTABLISHED AT RECORD --`
DISTANCE ALONG PROLONGATION
1111 OF FOUND MONUMENTS
w
w
N-2,187,905.98 0)
E-695879789.20 N-29187,907.46 cc
EL= -65.59' E-695909436.97 w
4 6 J
N 89'58'05 E 2647.77'
~
(GRID)
o�
FOUND COPPERWELD STAMPED IS 8223", FLUSH,
PER C.R.
QUARTER
Of
af �-
COR. SEC. 4.
af Off
{oo� `J
co i-1 0
w
_ O
T T
cb^
O o 0
Aj rl�
N N N
a
FOUND 1 1/419 I.P. W/TAG "LS 4789", DOWN 1.4',
PER R.S.
N N N
w
<v
W w w
®
w
R1,
000
•�° 0
0 0 n
�o N
r-- T- O
w
O
O O O
2016--235, ACCEPTED AS SW COR. SEC. 4.
2646.34)R1
o
z z
0.79, NO
®
z
SEC. 4.
N CAHUILLA 6S .... .......
3472
N-291769002.64 ASOFB'14GRID)
E-6,554,463.61 BEARINGS
THERMAL RESET
NAD 83 CA ZONE 6 N-2,172,208.82
EPOCH DATE 2011.0 E-6,588,969.88
NAD 83 CA ZONE 6
EPOCH DATE 2011.0
GPS CONTROL DIAGRAM
N.T.S.
MONUMENT NOTES
a
FOUND COPPERWELD STAMPED IS 8223", FLUSH,
PER C.R.
QUARTER
2008-81 & 2008--82, ACCEPTED AS OFFSET TO W 1/4
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE
COR. SEC. 4.
TOWNSHIP
- F 2
FOUND COPPERWELD STAMPED "LS 8223", FLUSH,
PER C.R.
-
2008-81 8c 2008-82, ACCEPTED AS OFFSET TOW 1/4
SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH
COR. SEC. 4.
a
FOUND 1 1/419 I.P. W/TAG "LS 4789", DOWN 1.4',
PER R.S.
IDMSA
146/15, ACCEPTED AS CENTER 1/4 COR. SEC. 4.
CONSULTING, INC.
®
FOUND 2" I.P. W TAG "LS 4693", DOWN 0.3', PER
R1,
GOVERNMENT CODE. THE PARCEL(S) SHOWN ON THIS SURVEY
ACCEPTED AS NE COR. OF PARCEL 2 OF R 1.
2646.49')R4
F51
FOUND COPPERWELD STAMPED "LS 8207", FLUSH,
PER C.R.
89'45'46" E 2646.39'
2016--235, ACCEPTED AS SW COR. SEC. 4.
2646.34)R1
Q'
FOUND DETERIORATED 11' I.P., OPEN, NO ID, DOWN
0.79, NO
®
REF, NOT ACCEPTED AS SW COR. E 1/2 SW 1/4
SEC. 4.
132320'
(1323.17')R1
SEE DETAIL
(1323.24')R4
CALLS BOUGANVILLA
R7
FOUND COPPERWELD STAMPED "LS 723211, FLUSH,
NO REF,
(1323.25')R4
(N 89'53'01" E
ACCEPTED AS S 1/4 COR. SEC 4.
5
SW COR --�
SURVEYOR'S NOTES
SEC 4
n
IN THE CITY OF COACHELLA., COUNTY OF RIVERSIDE., STATE OF CALIFORNIA
RECORD OF SURVEY
ESTABLISHED AT -
RECORD DISTANCE
PER R2
00.02'50"
CONVERGENCE ANGLE
AT SW COR. SEC. 4
N.T.S.
T. P.O.B.
(1323.75)R1
4 1323.60' R4
1323.86'
N 89'58'05" E 2647.72'
9
Cif
N
r_1 (0 Of
►( J Y l
0000
O � (66
00
N N N Mff)
W W W
n 00
. w
O O O
000 •
O 00
z Z
00
(6
N
Y , Ln
�ro
DEED DESCRIPTION HAS THE BEARING OF THIS
LINE TO BE S89'36930"E, WE ASSUME THIS IS
AN ERROR AND SHOULD BE PARALLEL WITH
SOUTH LINE.
(N 89`56'30" W 500.00')R2
N 89058'05" E 500.00'
ESTABLISHED AT RECORD
ANGLE FROM WEST LINE OF
E 1/2 OF SW 1/4 PER R2
GRANT DEED
DOC. NO. 2004-0827018
REC. 10/19/2004, 0. R.
ESTABLISHED AT RECORD
DISTANCE PER R2
N 89'58'05" E 500.00' N�
(N 89.56'30" W 500.00')R2
SEE DETAIL
AT RIGHT
SE COR W 1/2
SW 1/4 SEC 4
(N 89°56'30" W 2647.50')R1
\' N 89056'30" W 2647.20')R4
ESTABLISHED PARALLEL
WITH THE WEST LINE OF
E 1/2 SW 1/4 SEC. 4
i_.4
m00
(6r-6
V)00
ww
00ro
L�
w ..
00
00
z z
ESTABLISHED AT RECORD
ANGLE FROM WEST LINE OF
E 1/2 SW 1/4 SEC. 4
5
Q)
5
0.29'
w
`V ESP
0
DETAIL
NOT TO SCALE
(N 89056'30" W 1323.75')R2
(1323.75')R1
(1323.60')R4
1323.86'
52ND AVENUE
aOc)3 -� It 773 S3
"I a, v
SHEET 1 OF 1 SHEETS
RECORDER'S STATEMENT
FILED THIS DAY OF 7]�Unp 1 20 a_3_ ,
AT I h.M* IN BOOK
RECORDS OF SURVEY, AT PAGE as AT THE
REQUEST OF THE COUNTY SURVEYOR.
C 1/4 COR No. QnQ3 --- pt?7353
SEC 4
'ply,
FEE �$q
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
/ J
BY: � �Gi„J (/� �� 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 COACHELLA
VALLEY UNIFIED SCHOOL DISTRICT, IN NOVEMBER 2022..
.00)
,Z�
I(k0k'E__R. BEV RLY7 P.L.S. 8223
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
WITH SECTION 8766 OF THE PROFESSIONAL
LAND SURVEYORS' ACT, THIS /:F DAY
OF Z)Z4V F= 20
DAVID L. McMILLAN P.L.S. 8488
COUNTY SURVEYOR EXP 12/31/24
°NNJ, LANA s\
ccO LUKE R. BEVERLY 0
a m
No. 8223
�9r4l 01r
LANA SG
No. 8488
Exp. 12/31/24
Q'
e 0 \F
F CAS
OF A PORTION OF
THE SOUTHWEST
QUARTER
OF SECTION 4.,
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE
ti
TOWNSHIP
6 SOUTH., RANGE
8 EAST,
S.B.M.
o 6
SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH
N N
THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2
IDMSA
w w
CONSULTING, INC.
L Q
�
JANUARY - 2023
W 1/4 COR
4
GOVERNMENT CODE. THE PARCEL(S) SHOWN ON THIS SURVEY
(N 89°50'30" E
2646.49')R4
0 o MAY
NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY
,,--SEC
jv-N
89'45'46" E 2646.39'
(N 89°51'34" E
2646.34)R1
Q'
00
� 67.42, 1323.20'
(67.42 )R3 (1 323.17')R1
NE COR W 1/2
SFN-ESP
z 7
132320'
(1323.17')R1
r
L3
(1323.24')R4
CALLS BOUGANVILLA
SW 1/4 SEC 4
DAVID L. McMILLAN P.L.S. 8488
(1323.25')R4
(N 89'53'01" E
1323.14')R2
ESTABLISHED AT -
RECORD DISTANCE
PER R2
00.02'50"
CONVERGENCE ANGLE
AT SW COR. SEC. 4
N.T.S.
T. P.O.B.
(1323.75)R1
4 1323.60' R4
1323.86'
N 89'58'05" E 2647.72'
9
Cif
N
r_1 (0 Of
►( J Y l
0000
O � (66
00
N N N Mff)
W W W
n 00
. w
O O O
000 •
O 00
z Z
00
(6
N
Y , Ln
�ro
DEED DESCRIPTION HAS THE BEARING OF THIS
LINE TO BE S89'36930"E, WE ASSUME THIS IS
AN ERROR AND SHOULD BE PARALLEL WITH
SOUTH LINE.
(N 89`56'30" W 500.00')R2
N 89058'05" E 500.00'
ESTABLISHED AT RECORD
ANGLE FROM WEST LINE OF
E 1/2 OF SW 1/4 PER R2
GRANT DEED
DOC. NO. 2004-0827018
REC. 10/19/2004, 0. R.
ESTABLISHED AT RECORD
DISTANCE PER R2
N 89'58'05" E 500.00' N�
(N 89.56'30" W 500.00')R2
SEE DETAIL
AT RIGHT
SE COR W 1/2
SW 1/4 SEC 4
(N 89°56'30" W 2647.50')R1
\' N 89056'30" W 2647.20')R4
ESTABLISHED PARALLEL
WITH THE WEST LINE OF
E 1/2 SW 1/4 SEC. 4
i_.4
m00
(6r-6
V)00
ww
00ro
L�
w ..
00
00
z z
ESTABLISHED AT RECORD
ANGLE FROM WEST LINE OF
E 1/2 SW 1/4 SEC. 4
5
Q)
5
0.29'
w
`V ESP
0
DETAIL
NOT TO SCALE
(N 89056'30" W 1323.75')R2
(1323.75')R1
(1323.60')R4
1323.86'
52ND AVENUE
aOc)3 -� It 773 S3
"I a, v
SHEET 1 OF 1 SHEETS
RECORDER'S STATEMENT
FILED THIS DAY OF 7]�Unp 1 20 a_3_ ,
AT I h.M* IN BOOK
RECORDS OF SURVEY, AT PAGE as AT THE
REQUEST OF THE COUNTY SURVEYOR.
C 1/4 COR No. QnQ3 --- pt?7353
SEC 4
'ply,
FEE �$q
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
/ J
BY: � �Gi„J (/� �� 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 COACHELLA
VALLEY UNIFIED SCHOOL DISTRICT, IN NOVEMBER 2022..
.00)
,Z�
I(k0k'E__R. BEV RLY7 P.L.S. 8223
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
WITH SECTION 8766 OF THE PROFESSIONAL
LAND SURVEYORS' ACT, THIS /:F DAY
OF Z)Z4V F= 20
DAVID L. McMILLAN P.L.S. 8488
COUNTY SURVEYOR EXP 12/31/24
°NNJ, LANA s\
ccO LUKE R. BEVERLY 0
a m
No. 8223
�9r4l 01r
LANA SG
No. 8488
Exp. 12/31/24
Q'
e 0 \F
F CAS
NTY URVEYOR'S MOTE. �-�-
i�
�
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE
ti
SAND
0(10
OF RECORDING OF THIS RECORD OF SURVEY THAT THE LAND
ESTABLISHED AT -
RECORD DISTANCE
PER R2
00.02'50"
CONVERGENCE ANGLE
AT SW COR. SEC. 4
N.T.S.
T. P.O.B.
(1323.75)R1
4 1323.60' R4
1323.86'
N 89'58'05" E 2647.72'
9
Cif
N
r_1 (0 Of
►( J Y l
0000
O � (66
00
N N N Mff)
W W W
n 00
. w
O O O
000 •
O 00
z Z
00
(6
N
Y , Ln
�ro
DEED DESCRIPTION HAS THE BEARING OF THIS
LINE TO BE S89'36930"E, WE ASSUME THIS IS
AN ERROR AND SHOULD BE PARALLEL WITH
SOUTH LINE.
(N 89`56'30" W 500.00')R2
N 89058'05" E 500.00'
ESTABLISHED AT RECORD
ANGLE FROM WEST LINE OF
E 1/2 OF SW 1/4 PER R2
GRANT DEED
DOC. NO. 2004-0827018
REC. 10/19/2004, 0. R.
ESTABLISHED AT RECORD
DISTANCE PER R2
N 89'58'05" E 500.00' N�
(N 89.56'30" W 500.00')R2
SEE DETAIL
AT RIGHT
SE COR W 1/2
SW 1/4 SEC 4
(N 89°56'30" W 2647.50')R1
\' N 89056'30" W 2647.20')R4
ESTABLISHED PARALLEL
WITH THE WEST LINE OF
E 1/2 SW 1/4 SEC. 4
i_.4
m00
(6r-6
V)00
ww
00ro
L�
w ..
00
00
z z
ESTABLISHED AT RECORD
ANGLE FROM WEST LINE OF
E 1/2 SW 1/4 SEC. 4
5
Q)
5
0.29'
w
`V ESP
0
DETAIL
NOT TO SCALE
(N 89056'30" W 1323.75')R2
(1323.75')R1
(1323.60')R4
1323.86'
52ND AVENUE
aOc)3 -� It 773 S3
"I a, v
SHEET 1 OF 1 SHEETS
RECORDER'S STATEMENT
FILED THIS DAY OF 7]�Unp 1 20 a_3_ ,
AT I h.M* IN BOOK
RECORDS OF SURVEY, AT PAGE as AT THE
REQUEST OF THE COUNTY SURVEYOR.
C 1/4 COR No. QnQ3 --- pt?7353
SEC 4
'ply,
FEE �$q
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
/ J
BY: � �Gi„J (/� �� 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 COACHELLA
VALLEY UNIFIED SCHOOL DISTRICT, IN NOVEMBER 2022..
.00)
,Z�
I(k0k'E__R. BEV RLY7 P.L.S. 8223
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
WITH SECTION 8766 OF THE PROFESSIONAL
LAND SURVEYORS' ACT, THIS /:F DAY
OF Z)Z4V F= 20
DAVID L. McMILLAN P.L.S. 8488
COUNTY SURVEYOR EXP 12/31/24
°NNJ, LANA s\
ccO LUKE R. BEVERLY 0
a m
No. 8223
�9r4l 01r
LANA SG
No. 8488
Exp. 12/31/24
Q'
e 0 \F
F CAS
THE THE BASIS OF BEARINGS FOR THIS SURVEY IS -THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM, CCS 83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS
"TMAP" (THERMAL AIRPORT) AND "CAHUILLA" NAD 83 (NSRS2011) EPOCH 2011.0 AS
SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS
AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT
RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS
SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY DIVIDING THE GROUND
DISTANCE BY A COMBINATION FACTOR OF 0.999979767. CALCULATIONS ARE MADE AT
SOUTHWEST CORNER OF SECTION 4 WITH COORDINATES OF: N: 2187905.98 E:
6587789.20 USING AN ELEVATION OF -65.59' TAKEN AS: N 89043133" W
0 INDICATES FOUND MONUMENT AS NOTED.
Q INDICATES SET 1" I.P. W/TAG "P.L.S. 8223, FLUSH.
(-) INDICATES RECORD DATA
R1 INDICATES RECORD DATA PER M.B. 106/99-100.
R2 INDICATES RECORD DATA PER GRANT DEED DOC. NO. 2004-08270189
REC. 10/19/2004. 0. R.
R3 INDICATES RECORD DATA PER M.B. 251/8-12.
R4 INDICATES RECORD DATA PER R.S. 17/3.
� INDICATES CENTERLINE
SFN INDICATES ESTABLISHED BY SINGLE PROPORTION
ESP INDICATES SEARCHED FOUND NOTHING
A INDICATES CONTROL STATION
S 1/4 COR
SEC 4
SURVEYOR'S STATEMENT
GROUND SURVEY WORK WAS CONDUCTED ON 12/12/2022.
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PARCEL DESCRIBED IN
GRANT DEED RECORDED 10/19/2004 AS DOC. N0. 2004-08270189 O.R.
RIV. CO. 23-021
J.N. 2793
NTY URVEYOR'S MOTE. �-�-
�
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE
Np,L
SAND
0(10
OF RECORDING OF THIS RECORD OF SURVEY THAT THE LAND
o 6
SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH
N N
THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2
w w
(COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE
L Q
�
�
GOVERNMENT CODE. THE PARCEL(S) SHOWN ON THIS SURVEY
No.
8488
0 o MAY
NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY
7k' Exp. 12/31/24
0 o
NOT BE BUILDABLE PARCEL(S).
�
Q'
00
z 7
F
CA\
DAVID L. McMILLAN P.L.S. 8488
-
COUNTY SURVEYOR EXP 12/31/24
SURVEYOR'S NOTES
THE THE BASIS OF BEARINGS FOR THIS SURVEY IS -THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM, CCS 83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS
"TMAP" (THERMAL AIRPORT) AND "CAHUILLA" NAD 83 (NSRS2011) EPOCH 2011.0 AS
SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS
AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT
RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS
SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY DIVIDING THE GROUND
DISTANCE BY A COMBINATION FACTOR OF 0.999979767. CALCULATIONS ARE MADE AT
SOUTHWEST CORNER OF SECTION 4 WITH COORDINATES OF: N: 2187905.98 E:
6587789.20 USING AN ELEVATION OF -65.59' TAKEN AS: N 89043133" W
0 INDICATES FOUND MONUMENT AS NOTED.
Q INDICATES SET 1" I.P. W/TAG "P.L.S. 8223, FLUSH.
(-) INDICATES RECORD DATA
R1 INDICATES RECORD DATA PER M.B. 106/99-100.
R2 INDICATES RECORD DATA PER GRANT DEED DOC. NO. 2004-08270189
REC. 10/19/2004. 0. R.
R3 INDICATES RECORD DATA PER M.B. 251/8-12.
R4 INDICATES RECORD DATA PER R.S. 17/3.
� INDICATES CENTERLINE
SFN INDICATES ESTABLISHED BY SINGLE PROPORTION
ESP INDICATES SEARCHED FOUND NOTHING
A INDICATES CONTROL STATION
S 1/4 COR
SEC 4
SURVEYOR'S STATEMENT
GROUND SURVEY WORK WAS CONDUCTED ON 12/12/2022.
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PARCEL DESCRIBED IN
GRANT DEED RECORDED 10/19/2004 AS DOC. N0. 2004-08270189 O.R.
RIV. CO. 23-021
J.N. 2793