rs166_039E. 1 /4 COR. SEC. 15
N: 2,243,230.98
E: 6,503,741.53
S.E. COR. SEC. 15
N: 2,240,588.44
E: 6,503,756.37
EL: 348.40'
"RM 09"
N: 2,227,085.48
E: 69503,623.64
NAD 83 CA ZONE 6
EPOCH DATE 2007.0
30TH AVENUE
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70
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UFO \Ohu
VICINITY MAP
N.T.S.
4'3
W 961
GPS CONTROL DIAGRAM
N.T.S.
MONUMENT NOTES
IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
Ql7rnQn nrm ICZHavrY
ecacOF
A
PORTION OF THE
N. E* 1/4 OF THE
S.E. 1/4 &
_ �o
A PORTION
OF THE E. 1/2
OF THE S.E. 1/4
OF THE S.E. 1/4
004
OF SECTION
15, TOWNSHIP 4 SOUTH, RANGE
5 EAST, S-vB.M.
,q.Q0 �00
NN
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v-
CYPRESS RDaw_40¢
I
MSA
ID
CONSULTING,
INC.
DECEMBER 2024
w W
N (0
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SAN ELJAY--,.,.l00 0-
00
AVE,
6 Ln
z �'
N 89.57'56" W 2645.89' (R4) kl r-
N 89'S7'S2" W 2645.65'
R
1179.981465.67'
(�
1 180.01 ' (R5) 1466.01 ' (R5)
11
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CONVERGENCE ANGLE
TAKEN AT S.E. CORNER OF
SECTION 15, T.4S., R.5E., S.B.M.
N.T.S.
F11
FD. 2 1/2 Is BR. DISK, STAMPED "B.L.M., S 14, S 15, 1 /4, 2006", DOWN
0.6' IN ASPHALT,
PER (R3). ACCEPTED AS THE E. 1/4 COR. OF SECTION 15
F21
FD. 3/4" I.P. OPEN, DOWN 0.9' IN MONUMENT WELL, PER (R2). ACCEPTED AS THE S.
1 /16 COR. OF SECTION 15. AFFIXED TAG STAMPED "P.L.S. 8223".
F-3]
SEARCHED, FOUND NOTHING, ESTABLISHED POSITION USING MSA CONSULTING
CONSTRUCTION TIES. SET 1 1/2 it COPPERWELD STAMPED "P.L.S. 8223",
FL. IN ASPHALT,
ACCEPTED AS THE S.E. COR. OF SECTION 15.
[-4]
FD. 1 1/2 Is COPPERWELD, STAMPED I.S. 6500", FL. IN ASPHALT, PER
(R2)
ACCEPTED AS THE C/L INTERSECTION OF RAMON RD. & PALM BLVD.
[-5]
FD. 3" BR. DISK, STAMPED "B.L.M., S15-S22, 1 /4, 20061 DN. 0.3' IN
N.G, PER (R3).
ACCEPTED AS THE S. 1 /4 COR. OF SEC. 15.
F6-] SEARCHED FD. NOTHING. ESTABLISHED BY INTERSECTION OF FD. MONUMENTS. ACCEPTED
POSITION AS THE CENTER OF SECTION 15. SET 1 1 /2" COPPERWELD, STAMPED "P.L.S.
8223" FL. IN ASPHALT,
M FD. 1 1 /2" COPPERWELD, STAMPED "L.S. 5128", FL. IN ASPHALT, PER TRACT MAP NO.
29139, M.B. 310/64-67. ACCEPTED AS THE C/L INTERSECTION OF McCALLUM WAY &
WALDEN WAY.
F8-] FD. 1" I.P., OPEN, LEANING EASTERLY, DOWN 0.5' IN ASPHALT, PER M.B. 310/64-67.
ACCEPTED AS THE INTERSECTION OF SANTORO DRIVE AND CYPRESS ROAD. SET GEAR
SPIKE & WASHER STAMPED "P.L.S. 8223", FLUSH IN ASPHALT.
F-9]FD. 1 /2" DIA. REBAR, NO ID, DOWN 0.5' IN ASPHALT, IN LIEU OF 2" I.P., WITH TAG
STAMPED "L.S. 3564" PER (R4) . ACCEPTED AS THE NORTH 1 /4 OF SECTION 15. SET
COPPERWELD STAMPED "P.L.S. 8223", FLUSH IN ASPHALT.
F1_0] FD. 1" I.P., WITH PLASTIC PLUG, ILLEGIBLE, FLUSH IN ASPHALT, IN LIEU OF 1" I.P. WITH
PLASTIC PLUG, STAMPED I.S. 4614", PER C.R. 91-314. ACCEPTED AS THE C/L
INTERSECTION OF McCALLUM WAY AND SAN ELJAY AVE, AFFIXED TAG STAMPED "P.L.S.
8223 ".
11 FD. 1 " I.P., WITH PLASTIC PLUG, ILLEGIBLE, FLUSH IN ASPHALT, IN LIEU OF 1" I.P. WITH
PLASTIC PLUG, STAMPED "R.C.E. 23256", PER C.R. 90-0149. ACCEPTED AS THE W. 1 /4
COR. OF SECTION 15. AFFIXED TAG STAMPED "P.L.S. 8223".
E.B.I.
WALDEN WAY-
:'1322.85rl1322.78
1322.86'
793.19'
793.15' (R2)
N 89°5842" W 2645.90' R2
N 89°58'21 " W 2645.57' R1
N 89.58'39" W 2645.73'
529.67'
529.69' (R2)
E.S.P.
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E.S.P. N 89°59'25" W 2650.22' (R 1)
N 89.59'33" W 2650.32'
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McCALLUM WAY_ 15
1322.86' �
1322.78' (R1) l
1323.05" (R2)
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SHEET 1 OF 1 SHEET"i
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RECORDER'S STATEMENT
FILED THIS jQ-1" DAY OF JUIq 20 -,IS ,
AT y: Aq P M. IN BOOK
OF RECORDS OF SURVEY, AT PAGE aq AT THE
REQUEST OF THE COUNTY SURVEYOR.
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FEE t q., DU
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: Cl��4�., 1 DEPUTY
14 SURVEYOR'S STATEMENT
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1325.1 1 (R 1) IN TOP OF WALL N 662.55 (R 1)
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DETAIL •A•
IN CROSS GUTTER
-
,/
E.S.P. E.S.P.
633.69' (R 1)
/15'
930.99 (R2)
663.72 (R 1)
633.69
O
930.88
663.73
633.73
327.46'ROADN.
RAMON 89.59'32'
E 265492
1327.46' 663.73'
0 663.72 (R 1)
22"
.
N 89 59 32 E
2654.88 R 1
N 89e59'32" E
N 89 53 00 E
2654.991 R2
2654.85 R3
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SEE DETAIL A
AT LEFT
0' 300' 600' 900'
1200'
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SCALE
1 "= 300'
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SURVEYOR'S NOTE �Q
GROUND SURVEY WORK WAS CONDUCTED ON 01/10/2025.
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PARCEL DESCRIBED IN GRANT DEED RECORDED
11/29/1954 AS INST. N0. 62304, O.R. ALONG WITH THE PARCEL DESCRIBED IN GRANT DEED RECORDED
12/06/1956 AS DOC. N0. 2025-317, O.R.
m
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 PALM SPRINGS CEMETERY DISTRICT, � LUKE R. BEVERLY Q
IN NOVEMBER, 2024. a m
-_- � No. 8223
�- -04 sy�, ���
4<-E E Y P.L.S. 8223 FpF CAL�'�O
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE ��ONLANo SG
WITH SECTION 8766 OF THE PROFESSIONAL �C-D L. MC� �G
LAND SURVEYORS' ACT THIS _`� DAY
of -��L�� 20�. t � � o
a � No. 8488
DAVID L. McMILLAN P.L.S. 8488
COUNTY SURVEYOR �
SURVEYOR'S NOTES
0F C A`\�
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM, CCS 83, ZONE 6, EPOCH 2O07.0. BASED ON CITY OF RANCHO
MIRAGE BENCH MARK RM 09 AND CITY OF RANCHO MIRAGE BENCH MARK RM 59, 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 MULTIPLYING THE
GROUND DISTANCE BY A COMBINATION FACTOR OF 0.999989435. CALCULATIONS ARE
MADE AT S.E. CORNER OF SECTION 15, T.4S., R.5E., S.B.M. WITH COORDINATES OF
N: 2,240,588.44 E: 6,503,756.37 USING A NAVD 88 ELEVATION OF 348.40' TAKEN
AS: N 34'45'31 " E. TAKEN LOCALLY ALONG THE CENTERLINE OF DA VALL DR. AS N
00' 19' 18" W.
� INDICATES FOUND MONUMENT AS NOTED.
� INDICATES CITY OF RANCHO MIRAGE BENCH MARK
0 INDICATES SET 1" I.P. "P.L.S. 8223", FLUSH.
0 INDICATES SET 1 1 /2" COPPERWELD STAMPED "P.L.S. 8223", FLUSH
❑ INDICATES SET GEAR SPIKE &WASHER STAMPED "P.L.S. 8223", FLUSH
Qo INDICATES SET NAIL AND TAG STAMPED "P.L.S. 8223" IN TOP OF WALL OR
CONCRETE GUTTER AS NOTED.
X INDICATES FOUND SCRIBED 'X' PER MSA CONSTRUCTION TIES, AFFIXED
NAIL &TAG STAMPED "P.L.S. 8223 R.P.", FLUSH
(Rl) INDICATES RECORD DATA PER P.M.B. 31 /19.
(R2) INDICATES RECORD DATA PER M.B. 386/43-50.
(R3) INDICATES RECORD DATA PER B.L.M. DEPENDENT RESURVEY, FILED IN
SACRAMENTO, CA. JUNE 269 2007.
(R4) INDICATES RECORD DATA PER M.B. 223/66-69.
(R5) INDICATES RECORD DATA PER M.B. 205/83-85.
(R6) INDICATES RECORD DATA PER M.B. 214/60-63.
(R7) INDICATES RECORD DATA PER M.B. 310/64-67.
q INDICATES CENTERLINE
E.S.P. ESTABLISHED BY SINGLE PROPORTION
E.B.I. ESTABLISHED BY INTERSECTION
RIV, CO. 25-0030 J.N. 2531