rs151_045N
SECTION 35
T. SS.. R. 5W.
101 1
S RO•
4 VICINITY MAP - NO SCALE
THOMAS BROS. PG. 86f
COORD. A-1 (2018)
ESTABLISHED PONT "B" : PROJECTING
UNE THROUGH POINTS "D" AND "C" LOW ROLLING HILLS
INTERSECTING A PERPENDICULAR LINE M. B. 8/377 S.D. CO.
PROJECTED THROUGH POINT "A" FROM
MONUMENT No. 1; HELD FOR UNE.
IN THE CITY OF LAKE ELSINORE OF THE COUNTY OF RIVERSIDE, CALIFORNIA
RECORD OF SURVEY
BEING A PORTION OF LOW ROLLING HILLS IN RANCHO LA LAGUNA, AS SHOWN BY MAP ON FILE
IN BOOK 8 OF MAPS, AT PAGE 377, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA.
ACTION SURVEYS NOVEMBER, 2017
PURPOSE OF SURVEY STATEMENT
N 46'51'16" W 3629.86' <3630.005
140 I 151
I I 1539.87 01540.00 >
219,88' I 1319.99' <1320.00'>
<220.00'> 152
90` FD. 1» I.P. TAGGEa P.L.S. 36989 FLUSH,
= PER R.S. 77/74-45. AS THE N.W. COR.
�-- OF LOT 152.
a
R. S. 77/74-75
CV
R.S. 145/57-58
r14-
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARIES OF THE
PROPERTIES DESCRIBED BY THE DOCUMENTS LISTED UNDER REFERENCE NOTES
BY USING PROPORTIONATE MEASUREMENT AND RECORD ANGLE MEASUREMENT,
WHERE APPROPRIATE, IN ORDER TO HARMONIZE THIS SURVEY WITH EXISTING
SURVEY MONUMENTS SHOWN HEREON.
COUNTY SURVEYOR'S NOTE:
ww-.ww.._wwrw rte_ iw.w.� w-_wwwww...w..w .ww�w.ww-.
BASED ON MY REVIEW OF THIS SURVEY AND AN ANALYSIS OF THE RECORDS
PROVIDED TO MY OFFICE, IT 15 MY OPINION THAT THERE MAY BE ALTERNATE
LOCATIONS FOR THE PROPERTY LINES OF THE SUBJECT PARCELS. ANY USE OF
THE INFORMATION CONTAINED ON THIS RECORD OF SURVEY SHOULD BE
CAREFULLY CONSIDERED PRIOR TO ITS USE FOR FUTURE SURVEYS.
»
SEE DETAIL"B" _C-5
/ r � � 689 I
<110.00> I
' ' <1980.00'> I "P.L.S.3698
110.00 1979.98 718 FD. 1 I.P. TAGGED P L. S ,
I I I FLUSH, PER R.S. 77/74-75.
I I I 688 I
I
I i ; ESTABLISHED BY
r - - - - - - - - - - -� PROPORTION BETWEEN
,T Ti
I I POINTS "C" AND "D".
I I I 1539.87' 110.00 1979.98
I l N
I to col I
rT
ASSESSOR MAP 48 UNRECORDED I I
I
R.S. 104/58
1539.87' (1540.00' R1)
N 46051'16" W 1649.87'
a COUNTRY CLUB HEIGHTS UNI T E
• -� d ..� --_. M.B. 17/49
�.� .-- -.SEE DETAIL A
CL FD. 1" I.P. TAGGED P.L.S. 3698, UP 0.2'9
PER R.S. 145/57-58. MON. HELD FOR LINE
\4� ��1 ONLY TO ESTABLISH THE MOST N'LY COR.
I OF LOT 120 OF ASSESSOR'S MAP 48. MON.
IS S 43'08944" W 1.50' FROM CORNER.
N 46`47'37" W »
�(220-00"]FD. 2 I.P. TAGGED P.L.S. 5464,
220.25'
FLUSH, PER R.S. 145/57-58.
R*S. - 6$198-99 - ----
0i
LOw
yj 00
cm
W W to
02
40
�to
r
•
CL: W ,
€220.04
[N 46`47137" W] FD. 1" I.P. TAGGED P.L.S. 36981
BASIS OF BEARINGS UP 0.2', PER R.S. 145/57-58.
200' 100' 0' 100' 200' 300' MON. HELD FOR LINE ONLY AS
N.W. COR. OF LOT 120 MON. IS
S 43'08944" W 1.50'. THIS IS
MONUMENT No. 1 FOR PURPOSES
SCALE: 1 200' OF THIS SURVEY.
W.O. 17-89
110.31 PER
R.S. 146/91
110.18'
1.50'--
d
110.00' PER M. B. 17/49
R.S. 146/91 �1
110.07'
220.25'
N11 N 46"47"370 W
BASIS OF BEARINGS
I
DETAIL "A"
SCALE: 1'0=100"
W__00' FD 2" I.P. TAGGED P.L.S.
5464, FLUSH, PER R.S.
000 145/57-58.
ESTABLISHED PARALLEL WITH UNE
BETWEEN POINTS "A" AND "B'.
30' EASEMENT FOR INGRESS do
EGRESS PER 2018-0190820
REC. 5-15-2018.
30' EASEMENT FOR INGRESS &
EGRESS PER 2018-0190819
REC. 5-15-2018.
FD. 1" I.P. TAGGED R.C.E. 144629
FLUSH, NO REFERENCE. MON. NOT S�`''
ACCEPTED AS N.W. COR. OF LOT
347 MON. IS S 60`20'38" E
0.87' OF CALC'D POSITION.
30' EASEMENT FOR INGRESS &
EGRESS PER 2018-0190821
REC. 5-15-2018.
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$
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It
ESTABLISHED BY
PROPORTION BETWEEN
POINTS "An AND *B*.
CS
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110.00'
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THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARIES OF THE
PROPERTIES DESCRIBED BY THE DOCUMENTS LISTED UNDER REFERENCE NOTES
BY USING PROPORTIONATE MEASUREMENT AND RECORD ANGLE MEASUREMENT,
WHERE APPROPRIATE, IN ORDER TO HARMONIZE THIS SURVEY WITH EXISTING
SURVEY MONUMENTS SHOWN HEREON.
COUNTY SURVEYOR'S NOTE:
ww-.ww.._wwrw rte_ iw.w.� w-_wwwww...w..w .ww�w.ww-.
BASED ON MY REVIEW OF THIS SURVEY AND AN ANALYSIS OF THE RECORDS
PROVIDED TO MY OFFICE, IT 15 MY OPINION THAT THERE MAY BE ALTERNATE
LOCATIONS FOR THE PROPERTY LINES OF THE SUBJECT PARCELS. ANY USE OF
THE INFORMATION CONTAINED ON THIS RECORD OF SURVEY SHOULD BE
CAREFULLY CONSIDERED PRIOR TO ITS USE FOR FUTURE SURVEYS.
»
SEE DETAIL"B" _C-5
/ r � � 689 I
<110.00> I
' ' <1980.00'> I "P.L.S.3698
110.00 1979.98 718 FD. 1 I.P. TAGGED P L. S ,
I I I FLUSH, PER R.S. 77/74-75.
I I I 688 I
I
I i ; ESTABLISHED BY
r - - - - - - - - - - -� PROPORTION BETWEEN
,T Ti
I I POINTS "C" AND "D".
I I I 1539.87' 110.00 1979.98
I l N
I to col I
rT
ASSESSOR MAP 48 UNRECORDED I I
I
R.S. 104/58
1539.87' (1540.00' R1)
N 46051'16" W 1649.87'
a COUNTRY CLUB HEIGHTS UNI T E
• -� d ..� --_. M.B. 17/49
�.� .-- -.SEE DETAIL A
CL FD. 1" I.P. TAGGED P.L.S. 3698, UP 0.2'9
PER R.S. 145/57-58. MON. HELD FOR LINE
\4� ��1 ONLY TO ESTABLISH THE MOST N'LY COR.
I OF LOT 120 OF ASSESSOR'S MAP 48. MON.
IS S 43'08944" W 1.50' FROM CORNER.
N 46`47'37" W »
�(220-00"]FD. 2 I.P. TAGGED P.L.S. 5464,
220.25'
FLUSH, PER R.S. 145/57-58.
R*S. - 6$198-99 - ----
0i
LOw
yj 00
cm
W W to
02
40
�to
r
•
CL: W ,
€220.04
[N 46`47137" W] FD. 1" I.P. TAGGED P.L.S. 36981
BASIS OF BEARINGS UP 0.2', PER R.S. 145/57-58.
200' 100' 0' 100' 200' 300' MON. HELD FOR LINE ONLY AS
N.W. COR. OF LOT 120 MON. IS
S 43'08944" W 1.50'. THIS IS
MONUMENT No. 1 FOR PURPOSES
SCALE: 1 200' OF THIS SURVEY.
W.O. 17-89
110.31 PER
R.S. 146/91
110.18'
1.50'--
d
110.00' PER M. B. 17/49
R.S. 146/91 �1
110.07'
220.25'
N11 N 46"47"370 W
BASIS OF BEARINGS
I
DETAIL "A"
SCALE: 1'0=100"
W__00' FD 2" I.P. TAGGED P.L.S.
5464, FLUSH, PER R.S.
000 145/57-58.
ESTABLISHED PARALLEL WITH UNE
BETWEEN POINTS "A" AND "B'.
30' EASEMENT FOR INGRESS do
EGRESS PER 2018-0190820
REC. 5-15-2018.
30' EASEMENT FOR INGRESS &
EGRESS PER 2018-0190819
REC. 5-15-2018.
FD. 1" I.P. TAGGED R.C.E. 144629
FLUSH, NO REFERENCE. MON. NOT S�`''
ACCEPTED AS N.W. COR. OF LOT
347 MON. IS S 60`20'38" E
0.87' OF CALC'D POSITION.
30' EASEMENT FOR INGRESS &
EGRESS PER 2018-0190821
REC. 5-15-2018.
b�
N
._..
CV
CS
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h~►
1~
00
110.00'
1539.87' (1540.00' R1)
N 46'51'16" W
FD. 1" I.P. TAGGED R.C.E. 144621
FLUSH, NO REFERENCE. MON. NOT
ACCEPTED AS S.W. COR. OF LOT
347 MON. IS S 71 "04'00" E
0.96' OF CALVD POSITION.
ESTABLISHED PARALLEL WITH UNE
BETWEEN POINTS " AND "B"
A" .
20' EASEMENT FOR INGRESS do
I EGRESS PER INST No. 103906
I o REC. 3-14-1994.
C1 C1
r � �
ft 1#0
N N
110.04' t
FD. 1" I.P. TAGGED NO TAG, FLUSH,
NO REFERENCE. MON. NOT
ACCEPTED AS S.E. COR. OF LOT
347 MON. IS S 73`58'27" E
1.02' OF CALVD POSITION.
DETAIL "B"
SCALE: 1 "=100'
SHEE 1 OF 1 SHEET IXJ
RECORDER'S STATEMENT
Filed this _ day of __ _, 2018, at q%
in Book of Records of Survey at Page ____, at
the request of the County Surveyor.
No.
Fee _ _ -----
Peter AI ana, Assessor -County Clerk -Recorder
B y: ___, Deputy
SURRVEYfR'S
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 Robert Plano on October 20, 2017.
SANDD.
SG
No. 4343 $ VP(71a
* Exp. 6-30-2020 * Gabriel D. Ybarra L.S. exp. 6-30-20
OF Cw A 0I
SURVEYOR'S NOTES
Basis of Bearings is taken from the Southwesterly line of Lots 114 & 121
per R.S. 145/57-58, being N 46'47'37" W.
• Denotes found monuments as noted.
O Denotes set 1" I.P. tagged L.S. 4343, flush, unless otherwise noted.
[ ] Denotes record data per R.S. 145/57-58. Unless otherwise noted.
€ � Denotes record data per R.S. 77/74-75.
() Denotes record data per document shown.
< > Denotes record data per Assessor Map 48 unrecorded.
S.F.N. Denotes searched, found nothing.
All I.P. dimensions are inside diameter.
The survey shown hereon was performed on November 16, 2017.
REFERENCE NOTES:
(R1) -Deed Recorded as Inst. No. 39670 Rec. 3-27-1972
(R2) -Deed Recorded as Inst. No. 39669 Rec. 3-27-1972
(R3) -Deed Recorded as Inst. No. 39671 Rec. 3-27-1972
(R4) -Deed Recorded as Inst. No. 39672 Rec. 3-27-1972
(R5) -Deed Recorded as Inst. No. 39667 Rec. 3-27-1972
COUNTY SURVEYOR'S STATEMENT,
This map has been examined in accordance with Section 87 6 of the
Professional Land Surveyors' Act this _�_..... day of
2018.
®1ANDS
v ---
s �
N o. 8488
Exp. 12-31-2018 David L. McMillan, County Surveyor
* L.S. 8488
OFCA ��,�o� Expiration Date: 12-31-18
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 Goverment Code.
The Parcel shown on this survey may not have been legally created and
therefore may not be a buildable parcel.
David L. McMillan, County Surveyor
L.S. 8488
Expiration Date: 12-31-18
SEC 35- 5S- 5W R I V. CO. 17--167