rs166_021-022IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
THOSE PORTIONS OF GOVERMENT
LOTS 1, 2, 3, 4, 5, 6 & 9,
IN THE WEST ONE-HALF (1 /2) OF SECTION 18, TOWNSHIP 5 SOUTH, RANGE 4 WEST,
SAN BERNARDINO MERIDIAN, STATE
OF CALIFORNIA, AS SHOWN
ON RECORD OF SURVEY FILED IN BOOK
132, PAGE 88 OF RECORDS OF SURVEY, IN THE
OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, TOGETHER
WITH THE RECORD OF SURVEY FILED IN
BOOK 153, PAGES 29 THROUGH 30 OF RECORDS
OF SURVEY, IN THE OFFICE OF THE
COUNTY RECORDER OF SAID
COUNTY, TOGETHER WITH PARCEL 1, 2
AND 3 IN THE GRANT DEED RECORDED OCTOBER
12, 2023 AS DOCUMENT NO. 2023-0300963,
OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, LAST SAID PORTION
RECORD DATA LYING WITHIN THE EAST ONE-HALF
(1 /2) OF SECTION 18, TOWNSHIP
5 SOUTH, RANGE 4 WEST, SAN
BERNARDINO MERIDIAN, STATE OF CALIFORNIA
(R1) RECORD DATA PER RECORD OF SURVEY, R.S. 132/88
(R2) RECORD DATA PER RECORD OF SURVEY, R.S. 153/29-30
(R3) RECORD DATA PER RECORD OF SURVEY, R.S. 47/7
(R4) RECORD DATA PER RECORD OF SURVEY, R.S. 86/27
(R5) RECORD DATA PER GRANT DEED, DOC. NO. 2024-0098861, O.R.,
REC. 04/04/2024
(R6) RECORD DATA PER RECORD OF SURVEY, R.S. 54/69
NOTE: ALL RECORD DATA REFERENCES ARE GROUND DISTANCES
PURPOSE OF SURVEY STATEMENT
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT
PARCEL LINES PER GRANT DEED DOC. NO. 2024-0098861, O.R.,
REC. 04/04/2024.
2*011•M"]
SEAN M. SMITH, PLS 8233
AUGUST 2023
o
�'i fflak
SHEET 1 OF 2 SHEETS
RECORDER'S STATEMENT
FILED THIS ON4*+.DAY OF-S%Aht, 202-1� ATV-00 .M. IN
BOOK 4V OF RECORDS OF SURVEY, AT PAGES AT
THE REQUEST OF THE COUNTY SURVEYOR.
NO. l f 01111511
11
FEE
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
psi: usixallm
FD. 1-1/4" I.P. WITH 1-1/2" B.D.
STAMPED "1217113118, LS 3316" POINT # 5103 E 1/16 COR
PER (R1) & (R5), UP 0.3' IN i FD. 1-1/4" I.P. W/TACK & TAG ESTABLISHED BY
DIRT, ACCEPTED AS NW COR 0 j 12 7 SEE DETAIL "A" ON SHEET 2 "LS 3259" PER (R1), FLUSH IN PROPORTION
SECTION 18 N 1/4 COR. DIRT, ACCEPTED AS N 1/4 COR FD. 1" I.P. W/NAIL AND TAG "LS 4343"
/ 13 1g \\ SEC. 18
OF SECTION 18 PER (R2), BENT /SHOT AT BASE, UP 0.2',
ACCEPTED AS NE COR OF SECTION 18
FD. 1-1 /2" I.P. W/3" SCE B.D. o
� \ \ N'LY LINE OF SECTION 18 � w ® s N88°11'14"E 2,619.17
"ML-V-1 PI, RCE 7211", o \ ✓ ®�� 167 92' & R5) (3,168.04' R1) (2,619.50' R2) -�� 7 8
NO REFERENCE, FLUSH IN DIRT, �00� N `/ 12 7 N88.11'15"E 3, ( 1,309.59' (1,309.75' R2) 1,309.58 18 17
OFF LINE o I -�-- I -� 0 ' (1,309.75' R2)
i � CK o o + 13 18 1 0 FD. 2" I.P. W/NAIL AND TAG I 1 16 LINE SEE DETAIL "A" ON SHEET 2
' N 'n M `�
W 1i -IN N88'55'10"W "RCE 29664 DOWN 0.5' IN
� N88°11'15"E 3,170.44' & (R5) (3,170.58 R1) � SEC. 18
o N 1.41' \ / DIRT, S88°16'49"W 24.98' FROM
COUNTY SURVEYORS NOTE \ I i CALCULATED INTERSECTION I
o °° w
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF \ o MIo N j �o 1 z
THIS RECORD OF SURVEY THAT THEOFANHESSUOBDIVIOSONHMAPEACTDDIOVISION 2EY IS IN \a Z // '-�'� o GOVT. 1 I GOVT. O�O N NI czo,� DEED REFERENCES
COMPLIANCE WITH THE PROVISIONS N 1 I ik A Qy I o O PARCEL 1 OF GRANT DEED, REC. 10/12/2023,
(COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE AND /� M `n LOT 3 1 LOT 2 ( LOT 1 Q � _^` �� 1 g D� ^ C°I 1 1
RIVERSIDE COUNTY ORDINANCE 460. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT N �v� �� � �`J`2 �� O[� O DOC. N0. 2023-0300963, O.R.
- - SFN ■ z S�®® S ,�® �. ®® �, ��'G'<� c° N 2 PARCEL 2 OF GRANT DEED, REC. 10/12/2023,
HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S). ^(0 v I FD. 1-1/4"I.P. W/NAIL AND TAG "LS O I F !` 0 DOC. NO. 2023-0300963, O.R.
00 1 3698" OFF LINE PER (R1) HELD FOR LINE O cn S �I O PARCEL 3 OF GRANT DEED, REC. 10/12/2023,
- P N N 1 TO ESABLISH INTERSECTION, ACCEPTED AS O O �' ESTABLISHED N DOC. NO. 2023-0300963, O.R.
LA S CN 1/16 COR OF SECTION 18 S87°47'35"W N.A.P co POINT BY
DAVID L MCMILLIAN, COUNTY SURVEYOR �v�'�J�p 1_ Mctijj�! G,pL n I 0.43' W'LY OF INTERSECTION, FLUSH LN87°46'58"E 2,702.91' N INTERSECTION ® GRAND DEED, REC. 04/04/2024,
L.S. 8488 0 oQ 9� �� 0 1 I DOC, N0. 1 On C 098 A Q O.R.
■ NAP (2 703.20 R2) j� °' REA-646 120 S F 14 83 A
cli
o I 76' R1) I
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF 2025.
DAVID L MCMILLIAN, COUNTY SURVEYOR
L.S. 8488
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 RIVERSIDE COUNTY TRANSPORTATION COMMISSION IN AUGUST, 2023.
LAND
- o)
SEAN M.
SEA SMITH, L.S. N0. 8233 SMITH
23 No. 8233
s
DATE TgTp - ,,
iB i W.Al� t
1. ;u FD. 1-1/4" I.P. W/TACK & TAG
�c No. 8488 "LS 3316" PER (R1) & (R5) UP
kp E>p. 12-31-26 \Q 0.6' IN DIRT, ACCEPTED AS SW
COR OF GRANT DEED NO.
F OF- CAL\FO 2008-0349931, O.R.
AND THE N 1/16 COR OF
SECTION 18
THE COORDINATES, BEARING AND GRID DISTANCES SHOWN HEREON ARE BASED UPON THE CALIFORNIA
COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, EPOCH 2O17.50, AND IS REFERENCED TO THE NORTH
AMERICAN DATUM OF 1983 (NAD83) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE
SECTIONS 8801-8819; SAID BEARING AND DISTANCES ARE BASED LOCALLY UPON FIELD -OBSERVED
TIES TO THE FOLLOWING CALIFORNIA SPATIAL REFERENCE NETWORK (CSRN), OR EQUIVALENT STATIONS:
CSRN STATIONS
W'LY LINE OF
SECTION 18
FD. 1-1/4" I.P. W/ 1-1/4" B.D
STAMPED "1/4, 13118, LS 3316",
PER (R1), (R4) & (R5) UP 0.2'
IN DIRT, ACCEPTED AS W 1/4
COR OF SECTION 18
W 1/4 COR.
SEC. 18
FD 1" I.P. W/NAIL & TAG "LS 3316"
PER R.S. 86/27, UP 0.2,
ACCEPTED AS S 1/16 COR.
STATION
NORTHING (U.S. FT.)
EASTING (U.S. FT.)
LATITUDE
LONGITUDE
ELLIPSOID HEIGHT (U.S. FT.)
BILL
2,154,995.59
6,313,563.62
33*34'41.669562"
-117'03'52.520369"
1650.81'
ECFS
2,181,264.26
6,208,132.80
33°38'51.657060"
-117°24'42.059595"
2739.72'
LMHG
2,216,314.61
6,214,729.01
33°44'39.112737"
-117°23'28.575516"
1634.64'
P474
2,074,325.26
6,256,718.26
33°21'18.687662"
-117*14'55.249300"
712.12'
PPBF
2,248,987.64
6,278,618.15
33'50'08.609370"
-117°10'55.478219
1513.86'
STATION
LATITUDE
LONGITUDE
ELLIPSOID HEIGHT
(U.S. FT.)
ORTHO HEIGHT GPS
(U.S. FT.) (NAVD 88)
MAPPING ANGLE
COMBINED SCALE FACTOR
5103
33°44'30.11596"
-117*20'09.80811"
1,711.35'
1,819.09'
-00'35'49"
0.9998975098
ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES AND ARE IN U.S. SURVEY FEET, UNLESS OTHERWISE NOTED. TO OBTAIN LOCAL GROUND
DISTANCES, DIVIDE BY THE COMBINATION FACTOR OF 0.9998975098.
NOTES
SEE SHEET 2 FOR CONTROL DIAGRAM, DETAIL AND LEGEND
00
0
N
N
L�
0�ct
w
C)
00rn
N N N
�N N
Of
GOVT.
LOT 4
544.39' r
. (544.46' R1)
(544.18' R4)
co
a
O 00
O
CV
O N 00
n
N N 6�
v
N
GOVT. w N
LOT 9
o
N
o
o
oN (550.42' R4)
& (R5)
N87°47'35"E 3,185.48 (3,185.
1/16
I SEC ° 18 E �r
5
I GOVT. Q'°
LOT 5
PORTION OF
GRANT DEED
REC. 04/04/2024
DOC. NO. 2024-0098861, O.R.
AREA=7,958,863.61 S.F.
1 (182.71 ACRES)
I
, 1,351.46'
N.A.P. ® J NN
O "i' N 1/16 COR c W LiN.A.P. 6 0 OF SEC 18 "O w o
_ `"--F-ESTABLISHED J < cn O
® o '®■®®.®® BY co 0
PROPORTION wI N U w
o
GOVT. ao N !� ---�- - N j Q v Q
N 0_ O CO
LOT 6 Ncxj CL EL Togo ,��� ,��00�'`�
N POINT # 5105
W (D `'� RD�ID S���G�`O of CE 1 16 COR FD. 2" I.P. W/ B.D. STAMPED
cv 0) rn in N 5� / "RIV CO SUR, T5S, R4W, S.181S.17
ESTABLISHED 1/4, 1982" PER (R1) & (R2),
� 00 BY PROPORTION
cy I FLUSH IN DIRT, ACCEPTED AS
o IN CENTER OF 1,393.39' E 1/4 COR OF SECTION 18
CD SEC. 18
■ 1 1,393.39'1 (1,393.52 R2) (1,393.52' R2) E 1/4 COR.
1 3 203 19 (3,203.62' R1) (3>203.52' R2) (3,201.95 R4)' 2 786 78' (2,786.74' R1) SEC. 18
1 / 2 790 7B' R3)
2,658.80' & (R5) (2,659.16
CF R1) (2,657.77 CIF R4)
�®�
\�2 787.04 R2) ( ,
N 87°24'10"E 5,989.97'
\
\ 1/4 LINE SEC. 18
1/4 LINE
(5,990.36' R1) (5,990.55' R2)
I
\
\
\
I
SEC. 18
.
w
APPROXIMATE CITY LIMITS OF
\
THE CITY OF LAKE ELSINORE
FD. 1 " I.P. W/ NAIL & TAG
I
, N
\
DETAIL 1
"LS 3316", NO REFERENCE
0
\ �
1
^
�
\
GOVT.
I �GOVT.
LOT 7
vl�v\Q��
E'LY LINE OF
LOT 8
GJ •
0
N
N87'24'10"E _ \
SECTION 18
3,203.19' 1,393.39'
00
`n w
\ -1
=
2
ESTABLISHED BY (
FD. 1" I.P. WITH W/ NAIL & TAG
cl
N
\ 1.35'
r-2,658.80' o
r2
,�D�INTERSECTION
O
z
"LS 5464" LAYING HORIZONTALLY,
c _
/ �� F
`V
NOT ACCEPTED CS 1/16 COR
r
\ N�Y / ���
DO���
o
v
ESTABLISHED BY PROPORTION
` -
�!` ��O I w
o
N88°46'55"E 3,214.49' (3,214.13' R4)
o'
w (
N � I O
o d-
1 /16 LINE _ N 0 I Q• 5�G N o
w
SEC. 18 q C5 I •`t
O N O
z o I N GOVT.
a' LOT T. N GOVT. DSO '� GOVT.
o I LOT 11^0� LOT 12
rn
N ESTABLISHED BY
N PROPORTION
n FD. 3/4" I.P. W/ NAIL AND TAG %S e
Co f, 3163" PER (R2) & (R5), UP 0.5' IN DIRT, I z
`0 001-J MONUMENT IS S87°24'10"W 1.35' OF
1/4 LINE `V i !N CALCULATED INTERSECTION
SEC. 18 v - N
MAPPING ANGLE _-00'35'49"
Q° oN O POINT # 5106 AT STATION #5103
co I�i z FD. SCRIBE "X" ON ROCK MOUND N'LY OF
� 500' 250' 0' 500'
GRANITE STONE MARKED "1/4" PER (R1), (R2),
13 18(556.95' R4
556.86' 2,670.77' (2,671.21 CF R4)
24 1g N89°50'58"W 3,227.63' (3,239,78' R3) (3,228.16' R4)
FD. 2" I.P. W/ 2" B.D. STAMPED
"R5W, T5S, R4W, 13118124119, LS 5464"
PER (R4), FLUSH IN DIRT ACCEPTED S'LY LINE OF SECTION 18
AS SW COR OF SECTION 18
(R3), & (R5), ACCEPTED SCRIBED "X" ON
ROCK MOUND AS S 1/4 COR OF SECTION 18
18 17
2,764.28' (2,765.41' R3) (2,764.23' R5) 1 20
S 1 /4 COR N89°42'59"W'
SEC 18
FD. 1" I.P. W/ PLASTIC PLUG "PLS 8136",
NO REFERENCE, IN LIEU OF MOUND OF
STONES PER (R3), UP 0.1' IN DIRT
GRAPHIC SCALE
SCALE: 1" = 500'
RIV. CO. 24-0084
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 2 OF 2 SHEETS
RECORD OF SURVEY
THOSE PORTIONS OF GOVERMENT LOTS 1,
2, 3, 4, 5, 6 & 9, IN
THE WEST ONE-HALF (1/2)
OF SECTION 18, TOWNSHIP 5 SOUTH,
RANGE 4 WEST, SAN BERNARDINO MERIDIAN, STATE
OF CALIFORNIA, AS SHOWN ON
RECORD OF SURVEY FILED IN BOOK 132,
PAGE 88 OF RECORDS
OF SURVEY, IN THE OFFICE
OF THE COUNTY RECORDER OF SAID
COUNTY, TOGETHER WITH THE RECORD OF SURVEY
FILED IN BOOK 153, PAGES 29
THROUGH 30 OF RECORDS OF SURVEY,
IN THE OFFICE OF THE
COUNTY RECORDER OF SAID
COUNTY, TOGETHER WITH PARCEL 1,
2 AND 3 IN THE GRANT DEED RECORDED OCTOBER
12, 2023 AS DOCUMENT NO.
2023-0300963, OF OFFICIAL RECORDS,
IN THE OFFICE OF THE
COUNTY RECORDER OF SAID
COUNTY, LAST SAID PORTION LYING
WITHIN THE EAST ONE-HALF (1/2) OF SECTION 18,
TOWNSHIP 5 SOUTH, RANGE 4
WEST, SAN BERNARDINO MERIDIAN, STATE OF CALIFORNIA
PSOMAS
SEAN M. SMITH, PLS 8233
----------
PPBF
-------I
2
N: 2,248,987.64
D'
LMHG
E: 6,278,618.15
9
Z
N: 2,216,314.61
E: 6,214,729.01
158
j453� I)6ql'/ / \
�-
I
62
/
O
POINT #5103CD
N: 2,215,225.97 L / 0 0
I
I
I , -
E: 6,231,503.30 �h //
ao� ,• / ti�
I
-' - --N86°17'12"W
\'
16,809_57' - /z\4No
/
0_
sr
MAPPING ANGLE _-00*35'49"
I �00co o I
l
\ TOE AT STATION #5103
z
"' N.T.S.
o
\\ I
AlSBASIS OF\�\\S3�
o=N ( / �871�,..w BEARING \p„w
\
I 0)/ �
�L5 // \
6 \ I / / �116371 1 23, ��7
\
_N560901 "W
II
-98,847-22�'
g9 POINT # 5106
\
p1
O61
N: 2,210,055.18
\
(439
\\ E: 6,231,470.89
--- - - - -------10,654.04'N76'00'33"W
IL
----------II
-- _�__
- - � II
ECFS
N: 2,181,264.26
6,208,132.80
4p--\T
A
LE: I
NI2A54,995.59
77 I
E: 6,313,563.62 I
47 N2,074,325.26
CONTROL DIAGRAM
---------------------------------E-6,256,71
.26 ------
LINE TABLE
LINE
BEARING
LENGTH
L1
N00°21'32"E
200.12'
&
(R5)
L2
N00'21'32"E
189.08'
&
(R5)
L3
N89°59'37"W
369.79'
&
(R5)
L4
N22°44'46"W
220.76'
&
(R5)
L5
N64°03'56"W
307.86'
&
(R5)
L6
N00'33'32"W
33.40'
&
(R5)
L7
N88°11'14"E
211.63'
&
(R5)
L8
N26°03'43"W
251.68'
&
(R5)
L9
N15°12'38"W
213.20'
&
(R5)
L10
N20'27'48"W
164.35'
&
(R5)
L11
N05'33'05"W
67.49'
&
(R5)
DETAIL°B° -------------------
T
D. \ ACCEPTED AS NW COR OF F1" I.P. W/NAIL
- - - - - -
THE SW 1/4 OF THE NE AND TAG "LS 4343" I
o 1/4 OF THE SW 1/4 OF THE: PER (R2), FLUSH
NE 1/4 OF SECTION 18 ESTABLISHED BY
INTERSECTION OF FOUND
WILY LINE OF THE SW 1/4
AUGUST 2023
-------------------
N 1/4 COR
SEC. 18
N88°11'15"E 3,167.92' (3168.04' R1)
NORTHERLY LINE
OF SECTION 18 0
-----N88'11'15"E 3,170,44' & (R5) (3,170.58' R1)
FD. 2" I.P. W/NAIL AND TAG "RCE 29664"
DOWN 0.5' IN DIRT, S88'16'49"W 24.98'
FROM CALCULATED INTERSECTION
GRANT DEED
REC. 06/26/2008
DOC. NO.2008-0349931, O.R.
GOVT.
LOT 1
NW 1/4 OF SECTION 18
T.5S., RAW., S.B.M.
�00
1 /16 SECTION LINE
ESTABLISHED BY
PROPORTION
FD. 1-1/4" I.P.
W/NAIL AND TAG "LS
3698" PER (R1), FLUSH,
HELD FOR LINE
cr
N
0
4
00
00
w
i�
0
0
0
0
z
N87°47'35"E 3,185.48'
(3,185.76' R1)
1 /16 LINE
SEC. 18
L3
N
J
--------------------------------------------
- POINT # 5103
DETAIL "A"
FD. 1-1/4" I.P.
W/TACK & TAG
E 1 /16 COR
"LS 3259" PER
(R1), FLUSH IN
SCALE: 1" = 200'
ESTABLISHED BY
DIRT, ACCEPTED
AS N 1/4 COR
PROPORTION
OF SECTION 18
1,309.59'
(1,309.75' R2)
DEED REFERENCES
0
PARCEL 1 OF GRANT DEED, REC.
10/12/2023,
DOC. NO. 2023-0300963, O.R.
(D
PARCEL 2 OF GRANT DEED, REC.
10/12/2023,
DOC. NO. 2023-0300963, O.R.
0
PARCEL 3 OF GRANT DEED, REC.
10/12/2023,
DOC. NO. 2023-0300963, O.R.
®
PORTION OF GRANT DEED REC. 04/04/2024
DOC. NO. 2024-0098861, O.R.
1 AREA=646,120 S.F. (14.83 ACRES)
N p �Cj N •
0- o
O
O
z
Z
Q
U
C�
L'j
Q
O
Lt1
O
1/4 LINE OF SECTION 18 \� O��
� irn _
MAPPING ANGLE _-00°35'49"
w v 0 1 0� �.�• AT STATION #5103
N co ^
N.A.P. ,� o co � rn
,<h Co' 200' 100' 0' 200'
Q'•
0)co00
N w N m rn 40' WIDE ASBUILT
p r- - N N
z rn I DIRT ROADWAY EDGE (ETW)
N PER FIELD SURVEY
/ o \
M \
(/ 1,351� '
234.86'
3,185.03' 0.43' 0.32' \ & (R5) I
J N.A.P. \
--�347.92' _ I i \ CC ELTORO
\ N cr / 00
cv I �,N� / o
DETAIL \
\ � T \ N.A.P.
-42.68' \ -�----
347.92'
N.A.P.
N N.A.P
GRAPHIC SCALE
SCALE: 1" = 200'
I 1 /16 LINE
SEC. 18
NORTHERLY LINE
20 OF PARCEL 2 PER DOC. NO.2013-0268315, O.R.
DOC. NO. 2023-0300963, O.R. REC.06/05/2013
N88'11'14"E 1,341.45'
11106.59' & (R5) EASTERLY LINE
L11 OF THE WEST 1/2
O2 OF THE NE 1/4 N
NE'LY SIDE OF EL TORO ROAD - - - -OF SECTION 18 - - 90
---�---- - �rnco
- - NE 1 /16 COR OF SECTION 18 N
ESTABLISHED BY INTERSECTION
O3 FROM 1/4 SECTION LINES 00
N8746'58E 1,351.46 (1,351.60 R2)
- - - - - - _ _ -
- - - - - - - - - 4 NORTHERLY LINE OF THE
FD. 1" I.P. W/NAIL ISE1/4 OF THE NE 1/4
AND TAG "LS 4343" OF THE SW 1/4 OF THE w
PER (R2), FLUSH NE 1/4 OF SECTION 18 N
O FD. 1 I.P. W/NAIL
AND TAG "LS 4343" o
z
0
N
0
N
cn
J
91
co
0
MONUMENTS WITH THE
EXISTING CHAIN \ �, OF THE NE 1 4 OF THE RECORD DEED LINE OF I GRANT DEED N_ ®� ®A ®® ®� ( )'
/ PER R2 FLUSH
LINK FENCE c3`. SW 1/4 OF THE NE 1/4 OF 4DOC. NO. 2023-0300963 I ``� N87'41'08"E I
rn ECTION 18 AS SHOWN PER (R2) REC. 06/09/2009 �� r� ® 340.49'
gyp- I DOC. NO. 2009-0291821, O.R. v'. 1361.94' 340.48'
c (170.26' 12) SEE OVERLAPI I <S / 680 97' (681.04' R2)0 (340.52' R2 & R3) (340.52' R2 & R3)
\ Q 33.40' - - NOTE BELOW i 454.44' 226.53' - - - - 680.97' & (R5) - - -
- N88°11'14"E 211.63' - -� / 34.45' L6 ® - -i- - - -
I GOVT. � i 7.45' 681.45' & (R5) 39.36' I
DEED LINE I I LOT 6 i 469.62' 0 L7 N88'11' 81 1, F6 5)' SE COR. OF I
^ z SOUTHERLY LINE OF DOC. 0 I I DETAIL DEED LINE I PARCEL 1 OF I
o, o N0. 2023-0300963 ; c,1 �'� , \ I , GRANT DEED
O O I I N� \ / I REC.
cn ca N CENTERLINE OF EXISTING \ \
I \ 00 ! N J N z Z I I \ / \ 11 ' SEE OVERLAP I 10/12/2023,
FD. 1 "I.P. W/NAIL o /`►� ROAD, AS DETERMINED PER -�� I NOTE BELOW
I \ N U I \ FIELD SURVEY LOCATION OF ' ® N DOC. NO.
N AND TAG "LS 4343" w l I / S / SEE DETAIL "B" HEREON °' 2023-0300963
I I PER (R2), FLUSH N rn C- I 12.13' \ EDGE OF TRAVELWAY. SPLIT
( ) I / 7
DIRT ROADWAY EDGE TO �I O.R., EST. BY
CENTERLINE OF EXISTING ROAD, AS ACCEPTED MONUMENT iz ESTABLISHED BY SOUTHERLY LINE OF PARCEL 1
DETERMINED PER FIELD SURVEY \ I AS PARCEL CORNER w W I I DEED RECORD 454.44'-�I / DETERMINE CENTERLINE OF \ I DEED RECORD
LOCATION, EXISTING WROUGHT C� I DISTANCE 27.45' / c'o ROAD AS DESCRIBED IN DOC. I DISTANCE
SHOT DIRT ROADWAY EDGE TO IRON FENCE I N0. 2023-0300963, O.R. GRANT DEED I
SFN � PARCEL 2 N
i� 469.62' / �^ INTERSPOUSAL TRANSFER I O0
LEGEND DETERMINE CENTERLINE OF ROAD (N86'05'28"E % GRANT DEED REC.06/28/2013 I
90
N r_ = GRANT DEED I I -p
- I 2� 170.91' R2 I I \ O0 N Fr REC. 03/06/2014 DOC. NO.2013-0312891, O.R. o
CSRC STATION AS NOTED L - �� - 20 ) - N. T. S. I \ 00 ` REC. 12/28/2022 �c _
---------------- DOC.NO.2014-0084224,O.R.
---------------- rn 0 / 00 6'^ DOC.NO.2022-0514727,O.R. I
• - FOUND MONUMENT AS NOTED rn / �`�o ��3 iv
\ j �+ rn m N ` PER R.S. 153/29-30
Q - SET 1" IRON PIPE W/ BRASS TAG STAMPED "PLS 8233", OVERLAP NOTE: _ i �_ � 00 �• I 9
FLUSH, UNLESS NOTED OTHERWISE AN OVERLAP OF PARCEL LINES WAS DETERMINED IN COMPARING THE RECORD DOCUMENTS. DOC. I '7.0 �x'A0� �• ►��� CE 1/16 COR I
SFN - SEARCHED FOUND NOTHING NO. 2014-0084224, O.R. AS SHOWN ON THE RECORD OF SURVEY R.S. 153/29-30 AND PARCEL I ,n N O ww`` •, g• ESTABLISHED BY v
2, DOC. NO. 2012-030093, O.R., BOTH BEING DESCRIBED AS ALIQUOT PORTIONS OF SECTION 18 FD. 3 4" I.P. W NAIL AND TAG "LS 00 v v_ I PROPORTION
B.D. - BRASS DISK / / 00 w`^� Gj
LYING IN THE SOUTHWEST 1/4 AND THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE I 3163" UP 0.5' IN DIRT, MONUMENT IS rn v � Q-• --J 1/4 LINE OF
N.A.P. - NOT A PART OF SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, PARCEL 1, DOC. N0. 2023-0300963, I S87'24'10"W 1.35' WEST OF CENTER OF `l G, Cr �.. SECTION 18
SCE - SOUTHERN CALIFORNIA EDISON O.R., DESCRIBES THE SOUTHERLY RECTANGULAR 330 FEET OF THE NORTHEASTERLY 1650 FEET I SEC. 18 INTERSECTION PER {R2) Al- -
CF - CALCULATED FROM OF THE WEST 1/2 OF THE NORTHEAST 1/4 OF FRACTIONAL SECTION 18, CREATING AN OVERLAP I CENTER OF SEC18 N87°24'10"E 1393.39' (1,393.52 R2
. ) -
PL - PROPERTY LINE OF PARCEL LINES. THE OVERLAP IS SHOWN ABOVE. A FIELD SURVEY LOCATED AN EXISTING I *_ APPROXIMATE CITY LIMITS OF THI
FENCE LINE TO ASSIST IN THE DETERMINATION OF THE PARCEL LINE LOCATION. THE FENCE 1 O - - - - - - - -CITY OF LAKE ELSINORE
NOTES LOCATION IS NOTED ABOVE. A CHAIN OF TITLE WAS PERFORMED TO DETERMINE PROPERTY LINES. L---------------------------------------- -- - -
--
SEE SHEET 1 FOR RECORD DATA AND BASIS OF BEARING STATEMENT