LLA240015T. 5 S., R. 2 W., SEC. 5
PROJECT: LLA240015
RECORDING REQUESTED BY:
RIVERSIDE COUNTY SURVEYOR'S OFFICE
4080 LEMON STREET, 8TH FLOOR
RIVERSIDE, CA 92501
RETURN TO:
RIVERSIDE COUNTY SURVEYOR'S OFFICE
4080 LEMON STREET, 8TH FLOOR
RIVERSIDE, CA 92501
DOC # 2024-0246597
08/16/2024 02:30 PM Fees: $0.00
Page 1 of 16
Recorded in Official Records
County of Riverside
Peter Aldana
Assessor -County Clerk -Recorder
"This document was electronically submitted
to the County of Riverside for recording"
Receipted by: TERESA #134
THIS DOCUMENT IS FOR THE BENEFIT OF THE COUNTY OF RIVERSIDE AND ENTITLED TO BE RECORDED
WITHOUT FEE. (GOV. CODE 6103)
NOTICE OF LOT LINE ADJUSTMENT NO. 240015
THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION
DOC #2024=0246597 Page 2 of 16
RECORDING REQUESTED BY
RIVERSIDE COUNTY
When recorded, return to:
Riverside County Transportation Department
8h Floor County Administrative Center
4080 Lemon Street, Riverside, CA 92502-
1409
Mail Stop # 1080
No Fee, 6103 Government Code
Benefit of Riverside County Transportation Dept.
THIS AREA FOR RECORDER'S USE ONLY
NOTICE OF LOT LINE ADJUSTMENT NO. 240015
RECORD OWNERS
EXISTING PARCELS (Assessor Parcel Numbers)
MV Valley Glen, LLC,
466-340-006 466-340-025 and 466-340-030
a Florida limited liability company
RHV Valley Glen LLC
466-340-006 466-340-025 and 466-340-030
a Florida limited liability company
LEGAL DESCRIPTION OF ADJUSTED PARCELS
See attached Legal Description - Exhibit "A"
SIGNATURE(S) OF RECORDED OWNER(S) (Must be Notarized)
Print Namerritle: John C. Troutman
Signature:
Print Name/Title: Vice President
Signature:
Print Namerritle: John C. Troutman
Signature: ..
Print NamerFitle: Vice President
Signature:
RIVERSIDE COUNTY SURVEYOR'S APPROVAL
This document reviewed and approved by Riverside County Surveyor. \pNPL LA
�5 �EONAR� SG
O
CL No.9472
* Exp.09-30-24
C- Sumyor of
County CA1.��
B Date: � �� Qn�L�
NOTARY ACKNOWLEDGEMENT A notary public or other officer completing this certificate verifies only
STATE OF CALIFORNIA ) the identity of the individual who signed the document to which this
certificate is attached, and not the truthfulness, accuracy, or validity of
COUNTY OF Orange 1 that document.
On August 14, 2024 before me, Jessica Toohey, Notary Public
(Date) (Name and Title of Officer)
personally appeared John C Troutman
(Name(s) of Signer(s))
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by
his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the
instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNES my d a clal seal
{SEAL}
Notary Public JESSICAT00HEY
U Q missie County s
Commission q 2446815
MComm, E�x I�s Jun 9, 20I7
DOC #2024-0246597 Page 3 of 16
EXHIBIT "A" - LEGAL DESCRIPTION
LOT LINE ADJUSTMENT NO.240015
PARCEL "G"
PAGE 1 OF 6
REAL PROPERTY IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
BEING ALL OF PARCEL 6 OF PARCEL MAP 11783, FILED IN.BOOK 69 OF PARCEL MAPS AT
PAGES 57 THROUGH 59, INCLUSIVE, AND AS SHOWN ON A RECORD OF SURVEY FILED IN
BOOK 159 OF RECORDS OF SURVEYS, AT PAGES 1 AND 2, BOTH, IN THE OFFICE OF THE
COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, TOGETHER WITH ALL OF
PARCEL 2 OF LOT LINE ADJUSTMENT NO. 230017, RECORDED NOVEMBER 13, 2023 AS
DOCUMENT NO.2023-0341004 OF OFFICIAL RECORDS, PERFECTED BY 'GRANT DEED"
RECORDED 11/21/2023 AS DOCUMENT NO.2023-0349480 OF OFFICIAL RECORDS, ALSO
TOGETHER WITH A PORTION OF PROPERTY "A" OF LOT LINE ADJUSTMENT NO.220008,
RECORDED.05/31/2022 AS INSTRUMENT NO.2022-0248996 OF OFFICIAL RECORDS AND
PERFECTED BY "GRANT DEED" RECORDED 07/13/2022 AS DOCUMENT NO.2022-0312159
OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY
AND STATE, LYING SOUTHERLY AND EASTERLY OF PARCEL "2" OF SAID LOT LINE
ADJUSTMENT NO.230017, EXCEPTING THEREFROM ALL THOSE PORTIONS OF SAID
PROPERTY "A" LYING WITHIN PARCELS "H" AND "J" OF THIS LOT LINE ADJUSTMENT, AS
FURTHER DESCRIBED HEREIN.
CONTAINING 4,1.02,143 SQUARE FEET, 94.172 ACRES, GROSS, MORE OR LESS.
CONTAINING 4,097,990 SQUARE FEET, 94.077 ACRES, NET, MORE OR LESS.
DOC #2024-0246597 Page 4 of 16
EXHIBIT "A" - LEGAL DESCRIPTION
LOT LINE ADJUSTMENT NO.240015
PARCEL "H"
PAGE 2 OF 6
REAL PROPERTY IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
BEING A PORTION OF PARCEL 2 OF LOT LINE ADJUSTMENT NO.230017, RECORDED
NOVEMBER 13, 2023 AS DOCUMENT NO.2023-0341004 OF OFFICIAL RECORDS,
PERFECTED BY "GRANT DEED" RECORDED 11/21/2023 AS DOCUMENT NO.2023-0349480
OF OFFICIAL RECORDS, TOGETHER WITH A PORTION OF PROPERTY "A" OF LOT LINE
ADJUSTMENT NO.220008, RECORDED 05/31/2022 AS INSTRUMENT NO.2022-0248996 OF
OFFICIAL RECORDS AND PERFECTED BY "GRANT DEED" RECORDED 07/13/2022 AS
DOCUMENT NO.2022-0312159 OF OFFICIAL RECORDS, BOTH, IN THE OFFICE OF THE
COUNTY RECORDER OF SAID COUNTY AND STATE, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF PARCEL 2 OF SAID LOT LINE ADJUSTMENT
NO.230017;
THENCE, ALONG THE SOUTHERLY LINE OF SAID PARCEL 2, SOUTH 89°32'07" EAST 66.53
FEET TO THE SOUTHWEST CORNER OF PROPERTY "B" OF SAID LOT LINE ADJUSTMENT NO.
220008 SAID POINT BEING ON A CURVE CONCAVE WESTERLY IN THE WESTERLY LINE OF
SAID PROPERTY "B", A RADIAL LINE TO SAID POINT BEARS NORTH 88053'58" EAST;
THENCE, NORTHERLY, ALONG THE WESTERLY LINE OF SAID PROPERTY "B", AND ALONG
SAID CURVE THROUGH A CENTRAL ANGLE OF 8020'36", AN ARC LENGTH OF 242.68 FEET;
THENCE, CONTINUING ALONG SAID WESTERLY LINE, NORTH 18°50'56" EAST, 22.70 FEET
TO THE MOST NORTHWESTERLY CORNER OF SAID PROPERTY'B" AND THE TRUE POINT
OF BEGINNING OF PARCEL "H", AS DESCRIBED HEREIN;
THENCE NORTH 11034'09" WEST, 38.00 FEET;
THENCE NORTH 78025'51" EAST, 0.29 FEET;
THENCE NORTH 11 034'09" WEST, 38.00 FEET;
OOC #2024-0246597 Page 5 of 16
EXHIBIT "A" - LEGAL DESCRIPTION
LOT LINE ADJUSTMENT NO.240015
PAGE 3OF6
THENCE NORTH 41055-04" WEST, 22.75 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE WESTERLY HAVING A RADIUS OF 1666.50 FEET, SAID CURVE IS
CONCENTRIC WITH AND DISTANT EASTERLY 66.50 FEET FROM THE WESTERLY LINE OF
SAID PARCEL 2, A RADIAL LINE TO SAID POINT BEARS NORTH 7603640" EAST;
THENCE, NORTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 2°37'16" AN
ARC LENGTH OF 76.23 FEET TO A LINE PARALLEL WITH AND DISTANT EASTERLY 66.50
FEET FROM THE WESTERLY LINE OF SAID PARCEL 2;
THENCE NORTH 16001-36" WEST, 553.90 FEET;
THENCE NORTH 73058'24" EAST, 194.66 FEET;
THENCE NORTH 6503421" EAST, 118.16 FEET;
THENCE NORTH 76032'01" EAST, 348.00 FEET, TO THE EASTERLY LINE OF THE HEREIN
DESCRIBED PARCEL "H";
THENCE, ALONG SAID EASTERLY LINE THE FOLLOWING THIRTEEN COURSES:
1. SOUTH 13027'59" EAST, 169.50 FEET.
2. NORTH 76032'01" EAST, 57.96 FEET.
3. SOUTH 1.3027'59" EAST, 56.00 FEET.
4. SOUTH 58027'59" EAST, 21.21 FEET.
5. SOUTH 13027'59" EAST, 100.89 FEET TO THE BEGINNING OF A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 1472.00 FEET.
6. SOUTHEASTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID EASTERLY LINE;
THROUGH A CENTRAL ANGLE OF 1-53-50", AN.ARC LENGTH OF 48.74 FEET.
DOC #2024-0246597 Page 6 of 16
EXHIBIT "A" - LEGAL DESCRIPTION
LOT LINE ADJUSTMENT NO.240015
PAGE 4OF6
7. SOUTH 11 034'09" EAST, 100.89 FEET.
8. SOUTH 33025'51- WEST, 21.21 FEET.
9. SOUTH 11 034'09" EAST, 56.00 FEET.
10. SOUTH 56034'09" EAST, 21.21 FEET.
11. SOUTH 11 034'09" EAST, 117.50 FEET.
12. SOUTH 44044'27" WEST, 18.03 FEET.
13. SOUTH 11 034'09" EAST, 74.00 FEET, TO THE NORTHERLY LINE OF PROPERTY "C" OF
SAID LOT LINE ADJUSTMENT NO.220008, RECORDED AS DOC # 2022-0248996, OF
OFFICIAL RECORDS OF SAID COUNTY;
THENCE, ALONG THE NORTHERLY LINE OF SAID PROPERTY "C" AND SAID PROPERTY "B",
SOUTH 78025'51" WEST, 476.38 FEET;
THENCE, CONTINUING ALONG SAID NORTHERLY LINE OF SAID PROPERTY "B",
SOUTH 77023'21" WEST, 55.01 FEET;
THENCE, CONTINUING ALONG SAID NORTHERLY LINE OF SAID PROPERTY "B",
SOUTH 78025'51" WEST, 137.29 FEET TO THE TRUE POINT OF BEGINNING.
CONTAINING 523,874 SQUARE FEET, 12.026 ACRES, NET AND GROSS, MORE OR LESS.
DOC #2024-0246597 Page 7 of 16
EXHIBIT "A" - LEGAL DESCRIPTION
LOT LINE ADJUSTMENT NO.240015
PARCEL Still
PAGE 5OF6
REAL PROPERTY IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
BEING ALL.OF PROPERTY "D" OF LOT LINE ADJUSTMENT NO.220008, RECORDED
05-31-2022 AS INSTRUMENT NO.2022-0248996 OF OFFICIAL RECORDS AND PERFECTED
BY "GRANT DEED" RECORDED 07/13/2022 AS DOCUMENT NO.2022-0312159 OF OFFICIAL
RECORDS OF SAID COUNTY, TOGETHER WITH A PORTION OF PARCEL 2 OF LOT LINE
ADJUSTMENT NO.230017, RECORDED NOVEMBER 13, 2123 AS DOCUMENT NO.2023-
0341004 OF OFFICIAL RECORDS, PERFECTED BY "GRANT DEED" RECORDED 11/21/2023 AS
DOCUMENT NO.2023-0349480 OF OFFICIAL RECORDS, BOTH, IN THE OFFICE OF THE
COUNTY RECORDER OF SAID COUNTY AND STATE. AND AS SHOWN ON A RECORD OF
SURVEY FILED IN BOOK 159 OF RECORDS OF SURVEYS, AT PAGES 1 AND 2, IN THE
OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED
AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF PROPERTY "D" OF SAID LOT LINE
ADJUSTMENT NO.220008;
THENCE, EASTERLY ALONG THE NORTHERLY LINE OF SAID PROPERTY "D",
NORTH 78025'51" EAST; 246.02 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE
SOUTHERLY, HAVING A'RADIUS OF 563.00 FEET;
THENCE, EASTERLY ALONG SAID NORTHERLY LINE AND ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 35002'00" AN ARC LENGTH OF 344.24 FEET;
THENCE, CONTINUING ALONG SAID. NORTHERLY LINE, SOUTH 66°32'09" EAST, 69.19 FEET
TO THE NORTHEASTERLY LINE OF. SAID PROPERTY "D",
THENCE, CONTINUING ALONG THE NORTHEASTERLY LINE OF SAID PROPERTY "D",
SOUTH21°32'09" EAST, 14.14 FEET TO THE EASTERLY LINE OF SAID PROPERTY "D";
THENCE, ALONG SAID EASTERLY LINE, SOUTH 23°27'51" WEST, 19.90 FEET TO THE
BEGINNING OF A CURVE CONCAVE 'EASTERLY, HAVING A RADIUS OF 637.00 FEET;
DOC #2024-0246597 Page 8 of 16
EXHIBIT "A" - LEGAL DESCRIPTION
LOT LINE ADJUSTMENT NO.240015
PAGE 6OF6
THENCE, SOUTHERLY, ALONG SAID EASTERLY LINE AND SAID CURVE AND THE
SOUTHERLY PROLONGATION THEREOF, THROUGH A CENTRAL ANGLE OF 22°01'35" AN
ARC LENGTH OF 244.88 FEET;
THENCE, TANGENT TO SAID CURVE, SOUTH 1 °26'16" WEST, 132.74 FEET TO THE
SOUTHERLY LINE OF SAID PARCEL 2;
THENCE, ALONG SAID SOUTHERLY LINE AND THE SOUTHERLY LINE OF SAID PROPERTY
"D", NORTH 89°32'07" WEST, 580.37 FEET TO THE WESTERLY LINE OF SAID PROPERTY "D";
THENCE, NORTHERLY, ALONG SAID WESTERLY LINE, NORTH 0°22'27" WEST, 410.39 FEET
TO THE POINT OF BEGINNING.
CONTAINING 270,711 SQUARE FEET, 6.215 ACRES, NET AND GROSS, MORE OR LESS
ALL OF THE ABOVE SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS,
RESERVATIONS, EASEMENTS, RIGHTS AND RIGHTS OF WAY OF RECORD, IF ANY.
PREPARED BY ME OR UNDER MY DIRECTION:
EXPIRES 09/30/2025
X ENGINEERING & CONSULTING, INC.
6 Hutton Centre Drive, Suite 650
Santa Ana, California 92707
949.522.71001 xengineeringinc.com
JN 100-013 XLLA-013
Assessor's Parcel Number(s): 466-340-006, 466-340-025, 466-340-030
Date Exhibit Prepared: 07/05/2024
DOC #2024-0246597 Page 9 of 16
EXHIBIT "B" SHEET 1 OF 7
LOT LINE ADJUSTMENT NO. 240015
j_!g_ N89'51'25"E 506.7p'
N89'51'25 E 1795.52'
BUSBY ROAD -VACATED
PER R-5
SEC. 5, o� \
T6S, R2W, y.�Qo�°1 o
S.B.M. 50' BOO ° �,6�1 Q
C0
OLD LOT LINE
Q� = PARCEL G APN:466-340-006
(4,102,143
APN:466-340-029 SF)
�\ N"b
NEW LOT LINE
11 \ \
\\
I I
�g1�o
Q
APN:466-340-00
v
(94.172 • AC.) °ti �oo���oo�1,19°�°.
�� j APN:466-34 -030 qV?' ;t �� G S ��'o
Q boo °
° LEON ROAD
PER PM 11783
PER R-1
TPOB
PCL "H"
PARCEL "H"
APN:466-340-027
"'- ACCESS
POB PROP. "B°
Q� PCL. " G"
SECTION 5, POC
T.6S., R.2W., PCL "H"
S.B.M. APN:466-340-023 0
LEGEND
u
N.A.P. NOT A PART
PCL PARCEL w
P.O.B. POINT OF BEGINNING J¢
COR CORNER �
PCL PARCEL
SQ. FT. SQUARE FEET
NEW LOT LINE
OLD LOT LINE
EASEMENT
CENTERLINE
J7771 RESTRICTED ACCESS
R-1 RECORD PER PM 11783, PM 69/57-59
R-2 RECORD PER ROS 159/1-2
R-3 RECORD PER LLA230017 DOC # 2023-0341004
R-4 RECORD PER LLA220008 DOC # 2022-0248996
R-5 RECORD PER RESOLUTION NO. 2024-068
DOC # 2024-0130718, O.R.
SEE SHEET 6 FOR BAM OF BEARINGS
SPIRO ROAD -VACATED
PER R-5
APN:466-340-011
o�
7 NEW LOT LINE I R boo
PARCEL "J" I \ QC�d°
I PROPERTY -8, C & D"
LLA NO 220008 APN:466-340-010
DOC#2022-0248996, O.R.
DEED DOC#2022-0312159,O.R.
PARCEL "J" \ APN:
PROP. "D° \ \466-340-012
APN: o �d° .0
466-340-025
APN:466-340-024' N, ANO CREST ROAD -VACATED
' PER R-5
R. ANDERSON, LS 4400' DATE U.6
X ENGINEERING & CONSULTING, INC.
6 Hutton Centre Drive, Suite 650
Santa Ana, California 92707
949.522.7100 1 xengineeringinc.com
(,91'I*Yf]zm*k[ If
p -01 AVENUE
PROJECT
AN
2 Dv
-°o
ya SCOTT ROAD
'ND sG VICINITY MAP
NO SCALE
o SECTION 5, T.6S., R.2W., S.B.M.
L.S. 4400 / SEE SHEET 7 FOR
EASEMENT NOTES
OF CA1-\tom
XLLA-013
DOC #2024-0246597 Pagel 0 of 16
EXHIBIT "B" SHEET 2 OF 7
31 32 LOT LINE ADJUSTMENT NO. 240015
N89°51'25"E 506.70'
g (R)N71'15'37"E N89'51'25"E 1795.5�
6 A=2'42"47"
R=5000.00'
i NEW LOT LINE"
L=236.75'
BUSBY ROAD -VACATED
SEC. 5, 0 16 \
T6S, R2W,
S.B.M. y
0
o `� \
Q�d o \
O
a 0 5 7s Gk,�- `LLpp'y�1 y0��`
V:R
Cn
"OLD LOT LINE"
LINE TABLE
LINE #
BEARING
DISTANCE
L1
N89'32'07"W
66.53'
o �
PARCEL"Gov
Zi
V,3
i �'► VO
Lp
ILO
L 60' ACCESS
1 \
rPER R-1
REALIGNED
1� LEON ROAD
(� LEON ROAD
PER PM NO. 11783
PER R-1
i d
� d
0'
SEE SHEET 7 FOR
EASEMENT NOTES
A=14*51 '40"
_ '
SW COR. N 1 /2 & W 1 /4 R=1600.00
COR. SEC. 5 L=415.00'
N18'50'56"E 22.70'
ANO CREST ROAD -VACATED POC
PER R-5 ------,PCL"H
N16*01'36"W
-7164.84'
"NEW LOT LINE"
SOUTHERLY LINE PCL "Go'
PARCEL 2, PM11783 N88'50'04"E RAD
N89'32'07"W 1119.20'
XLLA-013
N89'32'07"W 1304.00' N88'53'58"E RAD
PARCEL "H"
Qd`� 1b
SEE SHEET 4
/ PCL "H"
//--N80'33'22
A=8'20'36"
R=1666.50' PROP. licit
L=242.68' 1 I.Q.P.
PROP. 1
L1 LLA NO. 220006 Y
DOC 2022-0248996,O.R.
DEE DOC#2022-0312159,0.R.
DOC #2024-0246597 Page 11 of 16
EXHIBIT "B" SHEET 3 OF 7
LOT LINE ADJUSTMENT NO. 240015
r- N89'51'25"E 1795.52'
SEE SHEET 7 FOR
o EASEMENT NOTES
'i BUSBY ROAD -VACATED x
PER R-5
SPIRO ROAD -VACATED
PER R-5 I
"OLD LOT LINE"
N89'32'40"W 518.37' N21'53'27"W 30.00'
SPIRO ROAD -VACATED
PER R-5
N68°06'33"E 399.99'
A=132*51'57"
R=150.00'
o
CIZ o PARCEL G
L=347.84'
"NEW LOT LINE" \
S25'14'36"W PRC-RAD \ /-N72'00'22"W PRC-RAD
110� A=82'45'02"
,\� R=150.00'
L=216.64'°p
A=93'04'38"
R=265.00'
,
PARCEL "H" 1 I PCL "J"
N78'25'51 "E
280.39'
56.76' R-4)/
25 PARCEL "J"
PROP. "C" PROP. "D"
Q LLA NO. 220008
DOC#2022-0248996, O.R.
DEED DOC#2022-0312159,0.R.
ANO CREST ROAD -VACATED
PER R-5
\ L=430.49
A=35'02'00" \ \ � N75°05'00"W
R=563.00' R-4 324.57'
L=344.24'
N66'32'09"W (69.19' R-4)
N21'32'09"W (14.14' R-4)\\
N23'27'51 "E (19.90' R-4)
A=81'36'54" \ \
A=22'01'35" o��°g R=400.00'
R=637.00 Q L=569.78
L=244.88' S06°31'54"W 122.36' I
N01 °26' 16"E 132.74' I
N89'32'07"W 1049.09'
XLLA— 013
DOC #2024-0246597 Page 12 of 16
\I
11
I II
I
I
EXHIBIT "B" SHEET 4 OF 7
LOT LINE ADJUSTMENT NO. 240015
LINE TABLE
LINE #
BEARING
DISTANCE
L1
N89'32'07"W
66.53'
12
N78'25'51 "E
0.29'
I� I
I I
I I I
I � I
I I
1
I
I Z
I o I
I
�I
I I. oI
I
I cpI
I �I
100' I
II II
II II
REALIGN D
LEON RAD•
PER R-�
1A=14'51'4b"
I R=1600.66,�
0 I L=415.Ob'
I R-13
z:2 I I
C-4'0- IIN88'50'04i"E
N65'34'21 "E 118.16'
PARCo EL "G'o
N13'27'59"W
169.50'
"NEW LOT LINE"
"NEW LOT LINE"---- N76'32 01 E 57.9N73'58'24"E 194.66' N13'27'59"W 56i.l,_A0N58'27'59"W 2121'
N13'27'59"W 100.89'
PARCEL "H" A=1'53'50"
Z (523,874 S.F.) R=1472.00'
o (12.026 AC.) L=48.74'
APN: 466-340-027
6, N11'34'09"W 100.89'
N33'25'51"E 21.21'z::�
w N11'34'09"W 56.00'-<�
o_ SEE SHEET 7 FOR
5' EASEMENT NOTES
66 N56'34'09"W 21.21
A=2'37'16" 'G R=1666.50' N11'34'09"W 117.50'Z
L=76.23' N44'44'27"E 18.03'=
N76'35'40"E RAD
N41'55'04"W 22.75' N11'34'09"W 74.00'
/ N11'34'09"W 38.00'
,f 1 ,
N89'32'07"W 1304.00'
R-3 ---
PCL "G"
N78 25 51 E (137.29 R-4) _
25,51»E 476.3$ C156.76, R 4)1
N7$ NI a25'51"E
L2 i
N77'23'21 "E (55.01' R-4)
N11'34'09"W 38.00'
PCL "H"
N 18'50'56"E (22.70' R-4) ,,
66.5 �N80'33'22"E RAD
o��°
A=8'20'36"
OQ
Q°s�
R=1666.50' R-4
L=242.68'
APN: 466-340-023
N88'53'58"E RAD
L1 LLA
NO. 220008
POC DOC#2022-0248996,0.R.
PCL "H+' DEED DOC#2022-0312159,0.R.
0
�u
17
o
00
N
ANO CREST ROAD -VACATED
PER R-5
oUv
OOQ °
Q�
Q°
°
APN: 466-340-024
XLLA-013
DOC #2024-0246597 Page 13 of 16
LEON ROAD
PER PM NO. 11783
SCALE
1 "=300'
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DOC #2024-0246597 Page 14 of 16
EXHIBIT "B"
LOT LINE ADJUSTMENT NO. 240015
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SHEET 6 OF 7
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ANO CREST ROAD VACATED Z "NEW LOT LINE"
PER R-5
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(580.13') R-4 I 1049.09'
y
N89'32'07'W (1049.34') R-4
580.37' I
DETAIL "A"
SCALE 1 "=30'
XLLA-013
DOC #2024-0246597 Page 15 of 16
EXHIBIT "B" SHEET 7 OF 7
LOT LINE ADJUSTMENT NO. 240015
31 32
5 E'
69-0
a
Q�
LEON ROAD
PER PM NO. 11783
�\411%
oc 09 lb
1 BUSBY ROAD —VACATED\
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1n-DOC#2022-0248996,
ROPERTY "B, C & D"
oLA NO 220008
O.R.
EED DOC#2022-0312159,0.R.
ANO CREST ROAD —VACATED A
EASEMENTS
Q1
AN EASEMENT FOR INGRESS AND EGRESS AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 10, 2022 AS
INSTRUMENT NO. 2022-0466787, O.R.
A22
AN EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION, ITS SUCCESSORS
AND ASSIGNS FOR FACILITIES AND INCIDENTAL PURPOSES, RECORDED APRIL 9, 2020 AS INSTRUMENT NO.
2020-0159197 OF OFFICIAL RECORDS.
AN EASEMENT FOR INGRESS AND EGRESS AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 10, 2022 AS
3 INSTRUMENT NO. 2022-0466788, O.R.
AN EASEMENT IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT, A MUNICIPAL WATER DISTRICT FOR
4 PIPELINES AND INCIDENTAL PURPOSES RECORDED MAY 14, 1992 AS INSTRUMENT NO. 174375 OF OFFICIAL
RECORDS.
AN EASEMENT IN FAVOR OF SOUTHER CALIFORNIA EDISON COMPANY, A CORPORATION, FOR EITHER OR
5 BOTH POLE LINES, CONDUITS OR UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES RECORDED
SEPTEMBER 11, 1979 AS INSTRUMENT NO. 190848 OF OFFICIAL RECORDS.
* BASIS OF BEARINGS:
THE BASIS OF BEARINGS SHOWN HEREON IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM
CCS83, ZONE 6, NAD83 (NSRS2011) EPOCH 2O10 AS SHOWN ON RECORD OF SURVEY, BOOK 159 OF
RECORDS OF SURVEY, AT PAGES 1-2, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
COUNTY, CALIFORNIA.
XLLA-013
DOC #2024-0246597 Page 16 of 16
4080 Lemon Street, 81 Floor •. Riverside,.CA 92501 • (951) 95.5-6740
P.O. Box 1090 Riverside, CA 92502-1090 • FAX (951) 955-3198::