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IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
Wj E A PORTION OF THE NORTHWEST 1/4 OF SECTION 4, T.SS., R.5E., S.B.M.
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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
RAMON CORONADO IN JUNE, 2024.
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MICHAEL J. ROBERT o z�
P.L.S. 8895 .� � � �
�- -- P.L.S. 8895 �►
DATE
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COUNTY SURVEYOR'S STATEMENT f
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
WITH SECTION 8766 OF THE PROFESS OI'�AL LAND
S U RVEYO RS' ACT H I S A DAY O F ji w , 2025.
DAVID MCMILLAN, COUNTY SURVEYOR dip LA p
PLS 8488 `�� `�G N
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P.L.S. 8488
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OF M
STATEMENT OF PURPOSE
TO ESTABLISH AND MONUMENT THE BOUNDARIES
OF PARCEL CC PER LOT LINE ADJUSTMENT 2002-331
PER DOC# 2002-516076 REC. 9/17/2002 O.R.
BASIS OF BEARINGS
BEING:THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLIN
OF TERRACE ROAD PER R.S. 18/94-95
. • 9 +
SURVEYOR'S NOTES
( } =RECORD DATA PER R.S. 18/94-95
[ ] =RECORD DATA PER LLA 2002-331
PER DOC.# 2002-516076 REC. 9/17/2002 O.R.
M&R =MEASURED AND RECORD
S.N.F. =SEARCHED NOTHING FOUND (OR SET)
NTS =NOT TO SCALE
THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH
CERTIFICATE OF COMPLIANCE LOT LINE ADJUSTMENT
NO. 2002--331 RECORDED ON 09/17/2002
DOCUMENT NO. 2002-516076, APPROVED BY THE CITY
OF CATHEDRAL CITY.
MAP SCALE: 1 150)
FEET 0 75 150 300 450 600
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SEE DETAIL "B" 108.99'
FOR THIS AREA (M&R)
32133
N89°55'00"W 654.96' (M&R) 417.40 (417.44')
2 � �
N54°12'15"E / w
89.08 rvoo
332.88"
(332.861)
D=0°53'14"
L=29.42'
(L= M &R)
WEST LINE OF
NW 1/4 SEC. 4
Q�.
S.N.F.
RE-ESTABLISHED BY
HOLDING RECORD DIST.
FROM FOUND MONUMENT
TO EAST
345.93) (M&R)
D=9°21'12"
L=310.16'
(L= 31 0.2l')
PARCEL CC
LLA 2002-331
DOC# 2002-516076
REC. 9/17/02 O.R.
417.35' (417.441)
RECORDER'S STATEMENT SHEET 1 OF 1
FILED THIS DAY OF AlOrl , 20251 AT 10: 3".M. IN
BOOK b5 OF RECORDS OF SURVEY,
AT PAGES 1 , AT THE REQUEST OF THE COUNTY SURVEYOR.
No. �.oa5-oil-as��
FEE � `' ��
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
(I -
BY: ,DEPUTY0 %Wf' ww, -
TERRACE ROAD
BASIS OF BEARINGS N89'52'00"E 1,987.78' (1,987.76
1,461.39' (12461.33 LO
NORTH 1/4,jl'4
0 I �ji� DETAIL "All NORTH LINE OF SEC. 4
� �p� N.T.S. 06 NW 1/4 SEC. 4
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INSTR.# 33738
REC. 4/21/1959 O.R.
DETAIL "B" o " 0 2' 00"E
N 89 55 00 W N 89 5
N.T.S. 654.96' 32 33 108.99'
(M&R) (M&R)
3
N54012'15'E
89.08' Xl
(M&R)(MBAR)
1,878.71' (11879.36')
N89°54'10"E 2,642.00' (21642.73))
GRANDVIEW AVENUE
MONUMENT NOTES
1� = FOUND BUREAU OF LAND MANAGEMENT 3-1/2" BRASS DISK STAMPED
"S32 T4S R5E S5 S4 T5S R5E SC 2005" UP 1.0' IN ROCK MOUND.
COULD NOT FIND BLM NOTES NOR WAS IT SHOWN ON BLM MASTER
TITLE PLAT. ACCEPTED AS NW CORNER SECTION 4.
(2) = FOUND U.S.F.S. 3-1/2" BRASS DISK, DOWN 0.5' PER R.S. 18/94- 5
�3 = FOUND C-NAIL & TIN, FLUSH, NO REFERENCE, ACCEPTED AS
CENTERLINE INTERSECTION.
Q = FOUND GEAR SPIKE & WASHER 'LS 707011, FLUSH IN LIEU OF
1-1 /2" I.P. W/ COPPER TAG PER CR 12/68. TIES FIT PER CR 12/68.
.-.
0
= FOUND NAIL & TAG IN CONCRETE "LS 7070", FLUSH IN LIEU OF
(.0
1-1/4" I.P. W/ BRASS TAG LS 4055 PER CR 12/72. TIES FIT PER
CR 12/72.
` Q
6 = FOUND 1" I.P. W/ TAG "LS 528211, DN. 0.1', PER C.R. 09/613
0 0
N �
�7 = FOUND 1" I.P. W/ TAG "LS 528211, FLUSH, ACCEPTED AS CENTERLINE
s
INTERSECTION PER CR 11/754 & R.S. 153/66
0
Q = FOUND 1" I.P. W/ TAG "LS 528211, FLUSH, PER R.S. 157/32 & CR 23/331
�
0
0
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Q = FOUND 1" I.P. W/ TAG "LS 8630", FLUSH, NO REFERENCE,_
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ACCEPTED IN LIEU OF 1" I.P. W/ TAG "RCE 16424" PER
�
P.M.B. 55/35
z
10 = FOUND 1" I.P. W/ PLUG "LS 7037", FLUSH, NO REFERENCE,
ACCEPTED AS LOT CORNER PER R.S. 18/94-95.
0 = FOUND 3/4" I.P. W/ TAG, ILLEGIBLE, DN. 0.3', ACCEPTED AS
3/4" I.P. W/ TAG "RE 1229" PER R.S. 18/94-95
= FOUND 1" I.P. OPEN, DN. 0.117 NO REFERENCE, FIT CALCULATED
POSITION, SET NAIL & TAG "PLS 8895"
Q = SET NAIL & TAG "PLS 8895" ON TOP OF BLOCK WALL
= SET NAIL & TAG "PLS 8895" IN CONCRETE CURB @ 12.00' OFF -SET
TO PROPERTY CORNER ON PROPERTY LINE PROD.
= FOUND MONUMENT AS DESCRIBED ABOVE
CENTER SECTION LINE
RIV. CO. 24-0127