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N N N
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N 1/4 COR
SEC. 15
660.54'
(660.51')R1, R2
DETAIL 'D'
NOT TO SCALE
N
M
0
4
AZlmw
SEE DETAIL 'D•
ABOVE
660.51
DETAIL •A•
NOT TO SCALE
N'LY LINE SW 1/4
SW 1/4 NE 1/4
11
0.29'
0.17'
SFN-ESP
N j
SFN-INT-X
r
z_
N
DISTANCE
Low
o
LO
c�
J
w
W
N
MONUMENTS FROM EAST
PO
{N 89"59'01 JtE
2641.27'}R3
a No. 8488
UD('0
-- � Exp. 12/31/24
N N
�--
W W
NESP to
WIn
cD
N N
C NO
in -In
� w
NN
oa
510. 65'
{510.56 }R1,R2
*i)Y:fx
It
149.83' 280.39'
OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF
zz
(N 89.57'50" W 660.50'}R2 11 ESP
N 89'57'52" W 660.50'
SFN-ESP 6
r- r
C-4' SEE DETAIL `Av_/
ABOVE
N ry
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A 1 r r
�UD
1N THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF THE SOUTHEAST 1/4 OF THE NORTHEAST i/4 OF
SECTION 15, TOWNSHIP 3 SOUTH, RANGE 4 EAST, S.B.M.
MSA CONSULTING, INC.
BASIS OF BEARINGS
(N 89'48'08" W 2642.07')R1, R2
N 89048'08" W 2642.06'
660.54'
(660.51')R1 �
0
0
�i
r
SFN-INT-X
N 89.54'38" W 2642.00'
660.51'
5 1oa�g6
R
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cc
W
a
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II
QD 0)
0 c?
Ln ai
Ln 40-
(jo CD
N N
WW
00
r
N
N N
00
rn
DETAIL 'Go
0
NOT TO SCALE
r
(22.06' R 1
22.05'-1
SFN-ESP
SEE DETAIL •C'
ABOVE
(660.49')R 1
660.49' „ 1
- L
N 89'58'55" E 2641.96'
{N 89'58'55" E 2641.96'}R12 R2
(N 89"48'19 21 E 2641.48') R4
DECEMBER - 2022
18TH AVENUE 10
1320.98'
X1321.03'}R1
N'LY LINE
SE 1/4 NE 1/4
MONUMENT NOTES
DETAIL •B"
NOT TO SCALE
15
COUNTY SURVEYOR'S STATEMENT
SFN-ESTAB. AT RECORD
DISTANCE
Low
o
LO
c�
ALONG PROLONGATION OF FOUND
N
ff�
N
MONUMENTS FROM EAST
PO
{N 89"59'01 JtE
2641.27'}R3
a No. 8488
N
-- � Exp. 12/31/24
(N 89959'13" E
2640.82')R1, R2
w w
(660.49')R1
SFN-ESP
-N 89.59' 13" E
2640.82' A
C NO
560.49'
� w
--❑
zz
510. 65'
{510.56 }R1,R2
*i)Y:fx
It
149.83' 280.39'
OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF
W
SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT,
%i
280.38' R2
9(149.93'}R1,R2 }W
1/4 COR
CODE. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY
5
CTR 1/4 COR
COACHILLIN
SEC. 15
0
� �
SEC. 15
.
a � Z
DAVID L. McMILLAN P.L.S.-8488
r` oo
COUNTY SURVEYOR
E'LY LINE
NN
(O W
SEC. 15
{)
C'4
SEC 15 AS SHOWN BY RECORD OF SURVEY ON FILE IN BOOK 111 AT PAGE
N N
83 OF RECORDS OF SURVEY.
Z
TAKEN AS: N 89-48-08 W
� INDICATES FOUND MONUMENT AS NOTED.
W
INDICATES SET GEAR SPIKE &BRASS WASHER STAMPED "PLS 8223", FLUSH.
wW
� INDICATES CENTERLINE.
z
(-) INDICATES RECORD DATA.
R1 INDICATES RECORD DATA PER R.S. 108/86.
R2 INDICATES RECORD DATA PER R.S. 111/83.
SEC/4 15 OR
R3 INDICATES RECORD DATA PER R.S. 131/90.
LnZo
R4 INDICATES RECORD DATA PER CALTRANS R/W MAP#204-483.
R5 INDICATES RECORD DATA PER P.M.B. 244/28-33.
SFN INDICATES SEARCHED FOUND NOTHING.
ESP INDICATES ESTABLISHED BY SINGLE PROPORTION.
IAIT V Il. lfll/ATC�` rCTA �I ci irn ov IAITr�f`rlTl/ll.l
r- N
00
S 1/4 COR
z z
SEC. 15
8
1N THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF THE SOUTHEAST 1/4 OF THE NORTHEAST i/4 OF
SECTION 15, TOWNSHIP 3 SOUTH, RANGE 4 EAST, S.B.M.
MSA CONSULTING, INC.
BASIS OF BEARINGS
(N 89'48'08" W 2642.07')R1, R2
N 89048'08" W 2642.06'
660.54'
(660.51')R1 �
0
0
�i
r
SFN-INT-X
N 89.54'38" W 2642.00'
660.51'
5 1oa�g6
R
F-
cc
W
a
cc
II
QD 0)
0 c?
Ln ai
Ln 40-
(jo CD
N N
WW
00
r
N
N N
00
rn
DETAIL 'Go
0
NOT TO SCALE
r
(22.06' R 1
22.05'-1
SFN-ESP
SEE DETAIL •C'
ABOVE
(660.49')R 1
660.49' „ 1
- L
N 89'58'55" E 2641.96'
{N 89'58'55" E 2641.96'}R12 R2
(N 89"48'19 21 E 2641.48') R4
DECEMBER - 2022
18TH AVENUE 10
1320.98'
X1321.03'}R1
N'LY LINE
SE 1/4 NE 1/4
MONUMENT NOTES
DETAIL •B"
NOT TO SCALE
15
0
N
1320.98'
Ar
SE 1' Ar SEE DETAIL "B•
ABOVE
I/
FOUND 3/4" IRON PIPE OPEN, NO ID, DOWN 0.13, IN LIEU OF 3/4 " IRON
,
PIPE W/TAG LS 4-152", FLUSH PER R 1, R2 8c R3, ACCEPTED AS (NORTH 1/4
CORNER SECTION 15. AFFIXED TAG "PLS 8223"
F21 FOUND 1 " IRON PIPE W/PLASTIC PLUG "PLS 6697", DOWN 0.1', PER R 1,
ACCEPTED AS NORTHWEST CORNER NORTHEAST 1/4, NORTHEAST 1/4 SECTION
15.
Fj] FOUND 1 1/2 to IRON PIPE OPEN, NO ID, DOWN 0.99, PER CORNER RECORD
17-304, ACCEPTED AS NORTHEAST CORNER SECTION 15, REPLACED WITH
GEAR SPIKE AND BRASS WASHER "PLS 8223" FLUSH.
[-4] FOUND 1" IRON PIPE W/PLASTIC PLUG, "PLS 8010", DOWN 0.1', PER R3,
NOT ACCEPTED AS POINT ON WESTERLY LINE NORTHWEST 1/4 NORTHEAST
1/4 SECTION 15. SEE DETAIL "D" AT LEFT.
a FOUND COPPERWELD STAMPED "LS 6532", FLUSH, PER R5, ACCEPTED AS
C/L INT. N. INDIAN CANYON DRIVE AND COACHILLIN WAY.
® FOUND 119 IRON PIPE W/PLASTIC PLUG "PLS 6697", DOWN 0.4, PER R2, NOT
ACCEPTED AS NORTHEAST CORNER SOUTHWEST 1/4, SOUTHWEST 1/4
NORTHEAST 1/4 SECTION 15. SEE DETAIL "A" AT LEFT.
FOUND 1 " IRON PIPE W/NAIL, NO ID, DOWN 0.9', PER R 1, R2 & R39
ACCEPTED 'AS WEST 1/4 CORNER SECTION 15 AFFIXED TAG "PLS 8223".
8 FOUND 3/4" IRON PIPE W/TAG IS 4152", UP 0.4', PER RS 146/39 AND RS
141/64-67, ACCEPTED AS SOUTH 1/4 CORNER SECTION 15.
ng FOUND 1 It
IRON PIPE OPEN, NO ID, DOWN 0.1', PER R 1, ACCEPTED AS
CENTERLINE INTERSECTION AFFIXED TAG PLS 8223".
[1-0] FOUND 1 " IRON PIPE W/TAG IS 87861", FLUSH, NO REFERENCE, ACCEPTED
AS EAST 1/4 CORNER SECTION 15.
FOUND 2 X 2 HUB, NO ID, DOWN 0.4', NO REFERENCE, ACCEPTED AS POINT
ON NORTHERLY LINE OF THE SOUTHWEST 1/4 SOUTHWEST 1/4 NORTHEAST
1/4 SECTION 15.
(1320.98'}R1
1320.98'
I
19TH AVENUE
F1(
\R
Vv
#1 200' 400' 600" 800
SCALE 1 is =200'
SURVEYOR'S STATEMENT
goa3 -() %, O)qs,5B 0
SHEET 1 OF 1 SHEETS
RECORDER'S STATEMENT
FILED THIS �� DAY OF Rttlp-CIA 20 ;L3 ,
AT I ;Q.pp Q .M. IN BOOK l(co
RECORDS OF SURVEY, AT PAGE 58 AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. ao�.3 - oo-�fssQ
11 FEE
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
14 BY: �-al.-Aft 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 G
REQUEST OF SNIDER INTEREST, LLC, IN APRIL
2022 �O LUKE R. BEYERLY
D.
Na. 8223
��-
KE-_R_.BE ER_ P.L.S. 8223 C;
COUNTY SURVEYOR'S STATEMENT
0
Low
o
LO
c�
SFN-ESP
N
ff�
N
LAND SURV YORSP THIS
DAYOF
PO
CV N
r
a No. 8488
N
-- � Exp. 12/31/24
N
w w
�r-r)
r
0.50'
COUNTY SURVEYOR EXP12/31/24OF
NE COR.
C NO
N N
COUNTY SURVEYOR'S STATEMENT
SE 1/4
zz
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING
NE 1/4
OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF
W
SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT,
%i
DIVISION 2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT
�
CODE. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY
5
0
COACHILLIN
WAY
0
LO
Ln
0�_,
a � Z
DAVID L. McMILLAN P.L.S.-8488
COUNTY SURVEYOR
E'LY LINE
NN
SURVEYOR'S NOTES
SEC. 15
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE NE 1/4
C'4
SEC 15 AS SHOWN BY RECORD OF SURVEY ON FILE IN BOOK 111 AT PAGE
?
83 OF RECORDS OF SURVEY.
Z
TAKEN AS: N 89-48-08 W
0
N
1320.98'
Ar
SE 1' Ar SEE DETAIL "B•
ABOVE
I/
FOUND 3/4" IRON PIPE OPEN, NO ID, DOWN 0.13, IN LIEU OF 3/4 " IRON
,
PIPE W/TAG LS 4-152", FLUSH PER R 1, R2 8c R3, ACCEPTED AS (NORTH 1/4
CORNER SECTION 15. AFFIXED TAG "PLS 8223"
F21 FOUND 1 " IRON PIPE W/PLASTIC PLUG "PLS 6697", DOWN 0.1', PER R 1,
ACCEPTED AS NORTHWEST CORNER NORTHEAST 1/4, NORTHEAST 1/4 SECTION
15.
Fj] FOUND 1 1/2 to IRON PIPE OPEN, NO ID, DOWN 0.99, PER CORNER RECORD
17-304, ACCEPTED AS NORTHEAST CORNER SECTION 15, REPLACED WITH
GEAR SPIKE AND BRASS WASHER "PLS 8223" FLUSH.
[-4] FOUND 1" IRON PIPE W/PLASTIC PLUG, "PLS 8010", DOWN 0.1', PER R3,
NOT ACCEPTED AS POINT ON WESTERLY LINE NORTHWEST 1/4 NORTHEAST
1/4 SECTION 15. SEE DETAIL "D" AT LEFT.
a FOUND COPPERWELD STAMPED "LS 6532", FLUSH, PER R5, ACCEPTED AS
C/L INT. N. INDIAN CANYON DRIVE AND COACHILLIN WAY.
® FOUND 119 IRON PIPE W/PLASTIC PLUG "PLS 6697", DOWN 0.4, PER R2, NOT
ACCEPTED AS NORTHEAST CORNER SOUTHWEST 1/4, SOUTHWEST 1/4
NORTHEAST 1/4 SECTION 15. SEE DETAIL "A" AT LEFT.
FOUND 1 " IRON PIPE W/NAIL, NO ID, DOWN 0.9', PER R 1, R2 & R39
ACCEPTED 'AS WEST 1/4 CORNER SECTION 15 AFFIXED TAG "PLS 8223".
8 FOUND 3/4" IRON PIPE W/TAG IS 4152", UP 0.4', PER RS 146/39 AND RS
141/64-67, ACCEPTED AS SOUTH 1/4 CORNER SECTION 15.
ng FOUND 1 It
IRON PIPE OPEN, NO ID, DOWN 0.1', PER R 1, ACCEPTED AS
CENTERLINE INTERSECTION AFFIXED TAG PLS 8223".
[1-0] FOUND 1 " IRON PIPE W/TAG IS 87861", FLUSH, NO REFERENCE, ACCEPTED
AS EAST 1/4 CORNER SECTION 15.
FOUND 2 X 2 HUB, NO ID, DOWN 0.4', NO REFERENCE, ACCEPTED AS POINT
ON NORTHERLY LINE OF THE SOUTHWEST 1/4 SOUTHWEST 1/4 NORTHEAST
1/4 SECTION 15.
(1320.98'}R1
1320.98'
I
19TH AVENUE
F1(
\R
Vv
#1 200' 400' 600" 800
SCALE 1 is =200'
SURVEYOR'S STATEMENT
goa3 -() %, O)qs,5B 0
SHEET 1 OF 1 SHEETS
RECORDER'S STATEMENT
FILED THIS �� DAY OF Rttlp-CIA 20 ;L3 ,
AT I ;Q.pp Q .M. IN BOOK l(co
RECORDS OF SURVEY, AT PAGE 58 AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. ao�.3 - oo-�fssQ
11 FEE
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
14 BY: �-al.-Aft 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 G
REQUEST OF SNIDER INTEREST, LLC, IN APRIL
2022 �O LUKE R. BEYERLY
D.
Na. 8223
��-
KE-_R_.BE ER_ P.L.S. 8223 C;
GROUND SURVEY WORK WAS CONDUCTED ON 11/23/2022. 11%41-n IIVUI%.HICJ CJIHDLIJI'lCL! of IIVILRJCIIJIV.
THE PURPOSE OF THIS SURVEY IS TO MONUMENT PARCELS AS DESCRIBED
IN GRANT DEED RECORDED 09/02/2022 AS DOC. N0. 2022-0382473 O.R. RIV. CO. 22-206 J.N. 2771
COUNTY SURVEYOR'S STATEMENT
4Pt LAN�
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
WITH SECTION 8766 OF THE PROFESSIONAL
/O
�Of
LAND SURV YORSP THIS
DAYOF
/ACT,
20
0 o
a No. 8488
N
-- � Exp. 12/31/24
N
w w
DAVID L. McMILLAN S
COUNTY SURVEYOR EXP12/31/24OF
C NO
N N
COUNTY SURVEYOR'S STATEMENT
ao
zz
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING
OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF
W
SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT,
%i
DIVISION 2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT
�
CODE. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY
CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S).
0
a � Z
DAVID L. McMILLAN P.L.S.-8488
COUNTY SURVEYOR
U
Z
SURVEYOR'S NOTES
Q
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE NE 1/4
D
SEC 15 AS SHOWN BY RECORD OF SURVEY ON FILE IN BOOK 111 AT PAGE
?
83 OF RECORDS OF SURVEY.
Z
TAKEN AS: N 89-48-08 W
� INDICATES FOUND MONUMENT AS NOTED.
O INDICATES SET 1 is IRON PIPE W/NAIL &TAG "P.LS. 8223", FLUSH.
INDICATES SET GEAR SPIKE &BRASS WASHER STAMPED "PLS 8223", FLUSH.
� INDICATES CENTERLINE.
(-) INDICATES RECORD DATA.
R1 INDICATES RECORD DATA PER R.S. 108/86.
R2 INDICATES RECORD DATA PER R.S. 111/83.
SEC/4 15 OR
R3 INDICATES RECORD DATA PER R.S. 131/90.
R4 INDICATES RECORD DATA PER CALTRANS R/W MAP#204-483.
R5 INDICATES RECORD DATA PER P.M.B. 244/28-33.
SFN INDICATES SEARCHED FOUND NOTHING.
ESP INDICATES ESTABLISHED BY SINGLE PROPORTION.
IAIT V Il. lfll/ATC�` rCTA �I ci irn ov IAITr�f`rlTl/ll.l
GROUND SURVEY WORK WAS CONDUCTED ON 11/23/2022. 11%41-n IIVUI%.HICJ CJIHDLIJI'lCL! of IIVILRJCIIJIV.
THE PURPOSE OF THIS SURVEY IS TO MONUMENT PARCELS AS DESCRIBED
IN GRANT DEED RECORDED 09/02/2022 AS DOC. N0. 2022-0382473 O.R. RIV. CO. 22-206 J.N. 2771