rs162_085IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF LOT 49 AND A PORTION OF LOT 48 OF COUNTRY CLUB HEIGHTS UNIT NO. 9, REORDED IN BOOK 13, PAGE 63 OF MAPS,
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA
LYING WITHIN THE RANCHO LA LAGUNA
PROJECTED SEC. 1 T6S R5W
ANTHONY RIOS, PLS 9343
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDI
IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL
ACT AT THE REQUEST OF CARMENCITA PICAR IN JANUARY, 2023.
ANTHONY RIGS, PLS 9343 DATE
COUNTY SURVEYOR'S STATEMENT
If
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
OF THE PROF SSI NAL LAND SURVEYORS' ACT, THIS DAY
OF q 2024.
DAVID L. MCMILLAN, COUNTY SURVEYOR
L.S. 8488
V.
MCtii��GFs-
NO. 8488 lAl
OF C AR_
COUNTY SURVEYOR'S NOTE
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 SURVEY IS
IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, 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)
17 ---
DAVID L. MCMILLAN, COUNTY SURVEYOR
L.S. 8488
ARC TABLE
NO.
DELTA
RADIUS
LENGTH
cl
&--46059'40
80.00'
65.62'.
(Rl)
(047001'3
(80-00t)
(65.66 1 )
C2
&--14405OtOO to
50.00'
126.399
(Rl)
(0144049#00")
(50.001)
(126.36')
C3
018054'23 to
120.00'
39.60 P.
(Rl)
(018057100")
(120.00')
(39.69')
C4
018054'23 to
140.00'
46.20'
(Rl)
(018057'00 19)
0 40.000)
(46.30')
C5
009029'36 it
140.00'
23.20"
[R21
[009032'14"1
[140.00'1
[23.30'1
C6
009024'47 of
140.00'
23.00'
[R21
[23.00'1
C7
0144050'00 to
30.00'
75.83'.
(Rl)
(0144048'00")
(30-001)
(75.82 0
C8
046059'40 of
60.00'
49.21
(Rl).
(047001'300')
(60.00')
(49.24'
C9
&--15039'46 to
60.00'
16.40
(Rl)
(60.00*)
(16.419)
Clo
&--31019'54 to
60.00'
32.81 0
(60.00').
(32.831)
.(Rl)
.[R2]
0 31021'67"1
[60.00']l
[32.83'
LINE TABLE
NO.
BEARING
LENGTH
Ll
N36056'22"E
20.00
L2
r-
N36056'22Of E
19.93'
L3
N36056'2211E
20.00 1
L4
N36057'00"E
57-94'
1 L5
-N36057'00PIEI
35.06 0
FD. 1" IP, NO TAG, DN
0.4' ACCEPTED AS P.I. �bA`0
PER M.B. 13/63
HELD REC. ANGLE PER
M.B. 13/63
D�vn�►c
URVEYING,INC
(34-8l')
34.78
IL At
DATE OF SURVEY: JANUARY 2023
SHEET 1 OF SHEET 1
RECORDER'S STATEMENT
FILED THIS 6 DAY OF Rallk 20iAY
AT P. M. IN BOOK /64t OF RECORDS
OF SURVEY AT PAGE AT THE REQUEST OF
THE COUNTY SURVEYOR.
NO. aoa4- o0 6 ass
FEE Q
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: it f-wo -9 DEPUTY
SURVEY PURPOSE
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT PARCEL
MERGER 2022-0012,QUITCLAIM DEED RECORDED 10/17/2022 AS INST. NO.
2022-0432341
RECORD REFERENCES:
(R1) COUNTRY CLUB HEIGHTS UNIT NO. 9, M.B. 13/63.
[R21 PARCEL MERGER 2022-0012t QUITCLAIM DEED RECORDED
10/17/2022 AS INST. NO. 2022-0432341
€R31 COUNTRY CLUB HEIGHTS UNIT NO. 119 M.B. 14/15.
BASIS OF BEARINGS
BASIS OF BEARINGS IS THE CENTERLINE OF MANNING STREET BEING SOUTH
36057' WEST PER COUNTRY CLUB HEIGHTS UNIT NO. 99 M.B. 13/63.
MONUMENT NOTES
0 INDICATES FOUND MONUMENT AS NOTED
0 INDICATES SET 1" IP W/TAG IS 9343", FLUSH
Nil -00 HOW 604, Ava I
FD. FOUND
DN. DOWN
SFN SEARCHED, FOUND NOTHING
O.R. OFFICIAL RECORDS
CR. CORNER RECORD
0#741 (260*86# CALCPD)
N830 561*fF_ 26 � , , -- -- - - - - j
LAKE DN 4O157.78*(157.6 FD. 3/4" IP, NO TAG,
DN 0.2' ACCEPTED AS
68-18 ,-� , r P.I. PER M.B. 13/63
(68.44')
� /W p Ep, ro
040
16.-18 t �/ /lo
6 1 ro
00, 1 (68.44 cl, N43! N-V
1.
oe r ,� 20p Oro
N53003#00"W,(R)
0�1
0
/Ol SI oh' "� O �, �.
0\
JK
,A~ # 'V DEC.3
49 0.0
cl J
ci n_ 0 Nlb
11;V '41�x 4/*7
_
% *#;4 , r � >
(Z
Ot>. 0 05
(3 cv ll�!
of 0 Q) Ir 10%
Irb
o 70 �5j • r
( ** Q�
tK
PARCEL"Allti
PARCEL MERGER 2022-0012 U FD. 1 IP, NO TAG, DN
DOC. NO. 2022-0432341 0.2' ACCEPTED AS P.I.
S�� REC. 10/17/2022 PER M.B. 13/63
0, 519 co 20
ZO,
ml 4_1�' irie A
I.- C40 ?
- 0 0
(57.95) 4 *4&
(1 0
%K ois yes ^,,�
CO3 SO
0
0)
°wry
'0^p tom' V
A
CO 3
AN
4&0 0
00 #
OP
4
FD. 3/4" IP, NO TAG,
DN 0.2' ACCEPTED AS
P.I. PER M.B. 13/63
HEREON
EST. BY R/W MONUMENTS FOUND
N%
N
FD. 119 IP W/PLUG "LS 723
DN. .59 NO REF, ACCEPTED
AS POINT ON SWILY R/W
FD. 1" IP W/PLUG O'LS 7238*'
DN. .50 NO REF, ACCEPTED
AS POINT ON SWPLY R/W
-L• 0-�
N / (�Z�
FD. 2" IP NO TAG, DN. l'
ACCEPTED AS NE'LY COR. OF
FD. SPK & WASHER IS
LOT 13 PER LAKE SHORE DRIVE Is. FLUSH, PER CR
ADDITION M.B. 9/65-671 & M.B. 6*50 7 7131 16-0320, ACCEPTED AS
13 63 & M.B. 14/15. CURVE P.I.
HELD REC. ANGLE PER M.B. 14/15
op /N� cp
Ir 0 V\ /I
PO
EST. BY INT.
+q� 0
A0 9la -
0 0 0•
FD. DURANAIL &
WASHER IS 7564"t
FLUSH, PER CR 16-0319
OFF 1.09 S36*57'W. NOT
ACCEPTED AS CL INT.
PER CALC POSITION BY
INTERSECTION DETAIL "All
NTS
ui
cn
40 20 0 40 80 120
SCALE: 1"=40'
SURVEYOR'S NOTE
ORIGINAL MAP OF COUNTRY CLUB HEIGHTS UNIT NO. 9 RECORDED IN BOOK 13,
PAGE 63, SHOWS SOME ERRONEOUS DATA (LOT BOUNDARIES PER M.B. 13/63 DOES
NOT MATHEMATICALLY CLOSE) IN THE AREA BETWEEN MANNING STREET AND LAKE
VIEW AVENUE. THE LOTS SHOWN ON THIS RECORD OF SURVEY WERE ESTABLISHED
HOLDING FOUND MONUMENTS AND BY PRORATING BASED ON THOSE FOUND
MONUMENTS. RIV. CO. 23-032