rs163_070fl
IN THE CITY OF LAKE EL SINORE, COUNTY OF RI VERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A PORTION OF LOTS 78, 79 AND 80, COUNTRY CLUB HEIGHTS UNIT NO. 25,
AS SHOWN BY MAP ON FILE IN BOOK 16, PAGE 44, OF MAPS, RE -CORDS OF SAID COUNTY
SECTION 6, TOWNSHIP 6 SOUTH, RANGE- 4 WEST, S.B.M.
� ON POINT LAND SURVEYING, INC. FORNT FEBRUARY 2024
V)
LAND SURVEYING, INE
40
�(''�- ' BASIS OF BEARINGS:
[f THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE
("0 OF TRELEliEN AVENUE BETWEEN FELOMAN AVENUE AND CHANEY
STREET. BEARING N46'42�05IN PER MB 16/44. SURVEYOR'S STATEMENT:
STATEMENT OF PURPOSE:
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE FOLLOWING
PROPERTY LINES. -IN INST. NO. 2023-0036333 O.R., REC. 02/07/2023.
- SOUTHWEST LINE DESCRIBED /N INST. NO. 400952 O.R., REC. 10/13/1993
- SOUTHEAST LINE PARCEL A DESCRIBED IN INST. NO. 267502 O.R., REC. 07/18/1996
- SOUTHEAST LINE PARCEL C DESCRIBED IN INST. NO. 267502 O.R., REC. 07/18/1996
- SOUTHEAST LINE INST. N0. 2019-0040335 O.R., REC. 02/05/2019
100 0 100 200 300
m.m—m
Scale: 1" = 100'
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS 30"% DAY OF 20e�
A T ' I . M. IN BOOK /L,3 OF RECORDS OF SURVEY
AT PAGE %D AT THE REQUEST OF THE
COUNTY SURVEYOR.
No. aOa q'w- 0 l5le(w 54
FEE
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
8Y.• g2Yq Voe DEPU7Y
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 REQ UES T
OF LAE ASSOCIATES. INC. IN FEBRUARY, 2024.
DA TED. MAY 8 20 24
ANTHONY D. SMITH, P. L. S. 8133
EXPIRES: 12-J 1-24
COUNTY SURVEYOR'S STATEMENT:
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF THE r*%.
OFESSIONAL LAND SURVEYORS" ACT THISDAY OF20�'4
�NPL LAND
i
* No. 8133
EXP. 12-31-24
9TF
FD 1 " lP, OPEN, FLUSH, \ ��� pNP�_ LAND
PER MB 16/44 DA l/lD L. McMILLAN, COUNTY SURVEYOR o,`�� � L • Mc,�� SG�
LS 8488 o
A � No. 8488
EXP. 12-31-24 Q.
J4(/ �9TF OF CA0F'���
Q.
QQj
WSJ
C 1 - 4=90'O 1 'S5" R=15.00' L=23.57' T-15.01 ' SNF, EST. BY PRORATION
(A=90'000'*00" R=15.00' L=23.56' T-15.00) � PER
C2 - d=99'39'16" R=30.00' L=52.18' T-35.53'
(21=99*46`00" R=30.00' L=52.24' T=35.63)
C3 - d=89'58'26" R=15.00' L=23.56' T=14.99'
(d=89'S8'12" R=15.00' L=23.55' T-14.99
C4 - d=80 20'23" R=15. DO' L=21.03' T-12.66C1
(A=80"21'*48"* R=15.00' L=21.04' T-12.67)Of
C5 - d=19'52'06" R=30.00' L=10.40' T=5.25' � �o
C6 - d=79'47'10" R=30.00' L=41.78' T-25.08'
ass'
�, � PGA ��� 10;11
�iP � � � � � [El�`�o,. ��' � `p6'`�'���y��
'10
10I
105 3?0' le_;
FD_] ct;
J RJR• ��
78 (6
ace %�
'oo� ..p 79
N
%� � ��^`� �� �11 \ '..��' v c'S6,54 55-'W(R)
On� IN —
c,`sue o %% J
7il � 5��� Now / � 9� � ,,� � � �5 �� l�0I ,
��G �' J,A o� • or 73 / � 1g' •o� p�9 ,fig ���'�'`�' O� �Q,���
72
ca)
SURVEYOR'S NOTES: � -' � � � T17CF86S�F 5
• -INDICATES MONUMENT FOUND AS NOTED 3� `10,
O - INDICATES SET 1 " lP, LS 8133, FLUSH \ 9 � F��N�� pF'Q c,5, �6\
() -RECORD DATA PER COUNTRY CLUB HEIGHTS,
k�
UNIT N0. 25, MB 16/44, UNLESS OTHERWISE NOTED C`3 11
SNF -SEARCH, NOT FOUND � � � � �
S&W -SPIKE AND WASHER /S `s�i'F�'A CCFp Ory �
Q -GRANT DEED, INS% NO. 400952 O.R., REC. 10/13/1993
0 - SNF, EST. BY PRORATION PER
0 -GRANT DEED, lIVST. NO. 2019-0040335 O.R., REC. 02/05/2019
FD-1-PARCEL A, GRANT DEED, INST. NO. 267502 O.R., REC. 07/18/1996 FD S&W, LS 7564, ON 0. 15 ; PER
FE-1 -PARCEL B, GRANT DEED, INST. NO. 267502 O.R., REC. 07/18/1996 CR 16-0143, ACCEPTED AS INTERSECTION
STRICKLAND AVENUE AND CHANEY STREET
[F -PARCEL C. GRANT DEED, INST. N0. 267502 O.R., REC. 07/18/1996
R%v Q'. 24 - 0 10 (.. 0