lla220005RECORDING REQUESTED BY
RIVERSIDE COUNTY
When recorded, return to
Riverside County Transportation Department
8" Floor County Administrative Center
4080 Lemon Street Riverside, CA 92502-
1409
Mail Stop N 1080
No Fee, 6103 Government Code
BeneN of Riverside County Tansponaion Dept
DOC # 2022.0080381
0 211 62 02 2 04:22 PM Fees: $0.00
Page 1 of 12
Recorded in Oficial Records
County of Riverside
Peter Adana
AssessaLaurHy Clerk -Recorder
"This dm,ment me ektlmniwlly submitted
to tlue County of Rivea de for account
Rec ipted by: MARIA 0.309
NOTICE OF LOT LINE ADJUSTMENT NO. 144000
RECORD OWNERS EXISTING PARCELS (Assessor Parcel Numbers)
CPL Monte Ila LLC APN 307410-001
1 nlogy IDS0lrada, LLC APN 30741U-DO2
Legacy Ins irada LLC IAPM 307-410'007
Strack Monte Bella, LLC
LEGAL DESCRIPTION OF ADJUSTED PARCELS
See attached Legal Descriplion - Exhibit 'K
SIGNATURES OF RECORDED OWNERS (Must Ee NadarrsedJ
Prim NametTdle: John C. Troutman Vice Pres.
1 Si nature:
Pru Name/rtiue: John C. Troutman Vice Pres.
I Signature s rr
Prem Namemue John C. Troutman, Vice Pres.
I Signature
Prim Namei Jahn C. Troutman Vice Pres.
Signature.,
RIVERSIDE COUNTY SURVEYOR'S APPROVAL
by Riverside County Surveyor.
This comment reviewetl and approved
0
BY: DateZ-1a-Zoi
NOTARY ACirNOWLEDGEMENT Acounty pudic or dher curer competl,g this wheeze mess only
STATE OF CALIFORNIA ) flue Murray of the Individual whe signed of document to welch this
QL,%0 certificate is atla?ed. ad nolle horniness, aci or validity of
COUNTY OF 1 that
-moummt
On Sn n.,nr.q 10 Z.o2L beforeme,e55'. c.n 1Do`1f\.1 y r,b1'c
mass--T� M ..e rmercamd
personally appeared &nA -Y vv%ci
hei w apnefs)
who proved to me on the basis of satisfactory evidence to be the persons) whose names) Were subscribed to the within
instrument and acknowledged to me Met lamisalthey executed the same In hisTavdheir authorized cepacity(ies), and Nat by
hisherhotir signature(s) on Mus instrument the petion(s), or the entity upon behalf of which the personals) aced, exewte l the
stamen.
I aunty under PENALTY OF PERJURY under the laws of Me State of California Mal the foregoing paragraph is true and correct.
WITNESS my and and official seal
i 5v" 00:
nou publm Oldomu
NOW Public AM
4 —Isnonr 2292115 —
My Comm. Fsplras Ln 9. All
DOC #2022-0080381 Page 2 of 12
EXHIBIT "A"
LOT LINE ADJUSTMENT No. 220005
LEGAL DESCRIPTIONS AFTER LOT LINE ADJUSTMENT
ALL THOSE PORTIONS OF PARCEL 1 AND PARCEL 2 OF PARCEL MAP NO. 32439. AS
SHOWN ON MAP FILED IN PARCEL MAP BOOK 216, PAGES 62 THROUGH 68, INCLUSIVE,
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, WHICH LIES NORTHERLY OF THE
FOLLOWING DESCRIBED LINE;
BEGINNING AT A POINT M THAT CERTAIN LINE, BEING ON THE EASTERLY BOUNDARY
LINE OF SAID PARCEL MAP, ALSO BEING THE EASTERLY RIGHT OF WAY LINE OF
SHERMAN AVENUE, HAVING AN OVERALL LENGTH OF 208.49 FEET AS SHOWN ON SAID
PARCEL MAP, SAID POINT OF BEGINNING BEING SOUTHERLY 47.14 FEET ALONG SAID
LINE FROM THE NORTHERLY TERMINUS OF SAID LINE;
THENCE LEAVING SAID BOUNDARY LINE AND CROSSING A PORTION OF PARCEL 2 AND
TRAVERSING THE INTERIOR OF PARCEL 1 OF SAID PARCEL MAP, N 81°01'51" W 72.84 FEET
TO A POINT ON A NON -TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A
RADIUS OF 563.00 FEET, A RADIAL LINE TO THE CENTER OF SAID CURVE BEARS
N 81°51'46" W;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 617.68 FEET
THROUGH A CENTRAL ANGLE OF 62051'39" TO A POINT;
THENCE TANGENT TO LAST SAID CURVE S 70°59'53" W, 200.56 FEET TO THE BEGINNING
OF A TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 637.00 FEET;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 532.86
FEET THROUGH A CENTRAL ANGLE OF 47055144" TO A POINT;
THENCE NON TANGENT TO SAID CURVE N 5303792" W, 105.70 FEET TO A POINT;
THENCE N 21013'25" W, 123.91 FEET TO A POINT;
THENCE N 57°14'52" W, 138.97 FEET TO A POINT;
THENCE N 5"12'W" W, 50.03 FEET TO A POINT;
THENCE N 3721'55" E, 105.4T TO A POINT; SHEET 1 OF 4
DOC #2022-0080381 Page 3 of 12
THENCE N 41°52'22" W, 20.22 FEET TO A POINT;
THENCE N 86019113" W, 237.93 FEET TO A POINT;
THENCE S 3040'47' W, 21.39 FEET TO A POINT;
THENCE N 73°09'15" W, 39.82 FEET TO A POINT;
THENCE N 78°27'30" W, 90.07 FEET TO A POINT;
THENCE S 87028135" W, 1.74 FEET TO A POINT;
THENCE S 14°05'17"W, 5.84 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 172.00 FEET, A RADIAL LINE TO THE CENTER OF
SAID CURVE BEARS N 1400511 r, E;
THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE 74.14 FEET THROUGH A
CENTRAL ANGLE OF 24041'45" TO A POINT OF REVERSE CURVE HAVING A RADIUS OF
428.00 FEET;
THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT 169.14 FEET
THROUGH A CENTRAL ANGLE OF 22038133" TO A POINT OF COMPOUND CURVE TO THE
LEFT HAVING A RADIUS OF 30.00 FEET;
THENCE WESTERLY ALONG THE ARC OF SAID CURVE 30.74 FEET THROUGH A CENTRAL
ANGLE OF 58042'02" TO A POINT;
THENCE NON TANGENT TO LAST SAID CURVE N 4400541" W, 327.79 FEET TO A POINT;
THENCE N 89035156" W, 616.15 FEET TO A POINT ON THE WESTERLY BOUNDARY LINE OF
SAID PARCEL MAP, SAID POINT BEING 606.35 FEET MEASURED SOUTHERLY ALONG SAID
BOUNDARY LINE FROM THE CENTERLINE OF WALNUT AVENUE, SAID POINT BEING THE
POINT OF TERMINATION.
CONTAINING 53.85 ACRES GROSS MORE OR LESS.
SEE EXHIBIT `B" ATTACHED HERETO AND MADE A PART HEREOF.
SHEET 2 OF 4
DOC #2022-0080381 Page 4 of 12
EXHIBIT "A"
LOT LINE ADJUSTMENT No. 220005
LEGAL DESCRIPTIONS AFTER LOT LINE ADJUSTMENT
Ti9:11F1
ALL THOSE PORTIONS OF PARCEL I AND PARCEL 2 OF PARCEL MAP NO. 32439. AS
SHOWN ON MAP FILED M PARCEL MAP BOOK 216, PAGES 62 THROUGH 68, INCLUSIVE,
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, WHICH LIES SOUTHERLY OF THE
FOLLOWING DESCRIBED LINE;
BEGINNING AT A POINT IN THAT CERTAIN LINE, BEING ON THE EASTERLY BOUNDARY
LINE OF SAID PARCEL MAP, ALSO BEING THE EASTERLY RIGHT OF WAY LINE OF
SHERMAN AVENUE, HAVING AN OVERALL LENGTH OF 208.49 FEET AS SHOWN ON SAID
PARCEL MAP, SAID POINT OF BEGINNING BEING SOUTHERLY 47.14 FEET ALONG SAID
LINE FROM THE NORTHERLY TERMINUS OF SAID LINE;
THENCE LEAVING SAID BOUNDARY LINE AND CROSSING A PORTION OF PARCEL 2 AND
TRAVERSING THE INTERIOR OF PARCEL I OF SAID PARCEL MAP, N 81001'51" W 72.84 FEET
TO A POINT ON A NON -TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A
RADIUS OF 563.00 FEET, A RADIAL LINE TO THE CENTER OF SAID CURVE BEARS N
81°51'46" W;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 617.68 FEET
THROUGH A CENTRAL ANGLE OF 62051139" TO A POINT;
THENCE TANGENT TO LAST SAID CURVE S 70059153" W, 200.56 FEET TO THE BEGINNING
OF A TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 637.00 FEET;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 532.86
FEET THROUGH A CENTRAL ANGLE OF 47°55'44" TO A POINT;
THENCE NON TANGENT TO SAID CURVE N 53°37'02" W, 105.70 FEET TO A POINT;
THENCE N 21°13'25" W, 123.91 FEET TO A POINT;
THENCE N 57°14'52" W, 138.97 FEET TO A POINT;
THENCE N 5012'00" W, 50.03 FEET TO A POINT;
THENCE N 37021155" E, 105.47' TO A POINT;
THENCE N 41052'22" W, 20.22 FEET TO A POINT;
SHEET 3 OF 4
DOC #2022-0080381 Page 5 of 12
THENCE N W19113" W, 237.93 FEET TO A POINT;
THENCE S 3040'4T' W, 21.39 FEET TO A POINT;
THENCE N 73°09115" W, 39.82 FEET TO A POINT;
THENCE N 78027130" W, 90.07 FEET TO A POINT;
THENCE S 87028'35" W, 1.74 FEET TO A POINT;
THENCE S 14005117"W, 5.84 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 172.00 FEET, A RADIAL LINE TO THE CENTER OF
SAID CURVE BEARS N 1400517" E;
THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE 74.14 FEET THROUGH A
CENTRAL ANGLE OF 24041145" TO A POINT OF REVERSE CURVE HAVING A RADIUS OF
428.00 FEET;
THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT 169.14 FEET
THROUGH A CENTRAL ANGLE OF 22038'33" TO A POINT OF COMPOUND CURVE TO THE
LEFT HAVING A RADIUS OF 30.00 FEET;
THENCE WESTERLY ALONG THE ARC OF SAID CURVE 30.74 FEET THROUGH A CENTRAL
ANGLE OF 58042'02" TO A POINT;
THENCE NON TANGENT TO LAST SAID CURVE N 44005'41" W, 327.79 FEET TO A POINT;
THENCE N 89035'56' W, 616.15 FEET TO A POINT ON THE WESTERLY BOUNDARY LINE OF
SAID PARCEL MAP, SAID POINT BEING 606.35 FEET MEASURED SOUTHERLY ALONG SAID
BOUNDARY LINE FROM THE CENTERLINE OF WALNUT AVENUE, SAID POINT BEING THE
POINT OF TERMINATION.
CONTAINING 325.32 ACRES GROSS MORE OR LESS.
SEE EXHIBIT `B" ATTACHED HERETO AND MADE A PART HEREOF.
N97 ,q_
PREPARED BY: "rLF,
EBCENE A.
�u4aaa..A. S'•ft/* 1/21/2022 SHAFFER
O _ Q7 s
EUGENE A. SHAFFER, P.L.S. 4644, DATE w9 LS 4844 ♦Q
r
f � CAUti
Mlawarelal
DOC #2022-0080381 Page 6 of 12
SECTION 15, TOWNSHIP 4 SOUTH,
RANGE 3 HEST, S.B.M. EXHIBIT "B" MAP
LOT LINE ADJUSTMENT No. 220005
SHEET 6
SEE
5 HERMAN
AVENUE
PARCEL 1
NEW 53.65 ACRES GROSS
COT U
NE /�i
SHEET 3 L
SEE SHEET
325.32
aGE
QP
EL,20'e
RE GROSS GROSS 1`00 b
\ �pQ Iery QPP
\o H
L
NOTE: FOR DETAILED H
INFORMATION SEE THE H
'. N U E ATTACHED SHEETS.
0
800 1600 2400
LINE TYPE LEGEND
AOJU$7MENT BOUNDARY
ADJUSTED LOT LINE
LOT TIRE TO BE ADJUSTED
RIGHT OF WAY UNES
RECORD OWNERS: CPL MONTE BELLA. LLC (33%)
SMACK MONTE BELLA. LLC (33%)
Am
L7
INSPIRADA, LLC (179)
LEGACY INSPIRADA, LLC (17%)
ADDRESS:
3161 MICHELSON DR.. STE. 425
EUGENE A. p
�v
IRVINE, CALIFORNIA
SNAPPER
PREPARED BY:
ENGINEERING SOUFRONB
Y E%P. 9/30/22 Y
ADDRESS:
31600 RAILROAD CANYON ROAD,SUITE
9A LS 4644 tie
J
CANYON LAKE. CALIFORNIA, 92567
<'
(951) 764-0266
CAL1
ASSESSOR'S PARCEL NUMBERS:
307-410-001 k 307-410-002 k
�u�++c+-.N. Sha w•
D-OOJ
DATE EXHIBIT
DATE
PREPARED:
t/zt �2 D22
DOC #2022-0080381 Page 7 of 12
SECTION 15, TOWNSHIP 4 SOUTH.
SHEET OF 6
RANGE 3 WEST, S.B.M.
EXHIBIT "B" MAP
LOT LINE
ADJUSTMENT No. 220005
z
Q
w
�
w
Of
z
w
w
4.14'
2
>
POINT OF
Q
0 100 200
SOC BEGINNING
y
tt
G
__N815P4a-W(RAD)
0
N81b1'51"W
GO
>284•
lw
a
I
PARCEL 1
v
53.85 ACRES GROSS
0
0
NOTE:
ti
/
30'
30'
THE NEW LOT UNE WILL NOT LATERALLY INTERSECT
a®
/
A GRADED MANUFACTURED SLOPE. NO DRAINAGE
FROM WE TRIBUTARY AREA ABOW A
MANUFACTURED SLOPE W11L SHEET FLOW
OVER WE
SLOPE FACE.Fo
ZF\
�K 0
IE
6OJP
n NEW LOT UNE
f
/
~
/
nz
OLD LOT LINE
N 56'W
5105q
PARCEL 2
325.32 ACRES GROSS
DOC #2022-0080381 Page 8 of 12
SECTION 15, TOWNSHIP 4 SOUTH.
SHEETS
OF 6
RANGE 3 WEST, S.B.M. EXHIBIT "B" MAP
LOT LINE ADJUSTMENT No.
220005
NOTE'
THE NEW LOT LINE WILL NOT LATERALLY INTERSECT
A GRADED MANUFACTURED SLCPE. NO DRAINAGE
FROM THE TRIBUTARY AREA ABOVE A
MANUFACTURED SLOPE WILL SHEET FLOW OVER THE
SLOPE PACE.
PARCEL 1
53.85 AMES GROSS
6,
ST005956
NEW LOT LINE
/
� �
w
ob M1O //
v /
Oo /
qb7 /
�
e /
PARCEL 2
325.32 ACRES GROSS
�
/ O
/ O
I
1
I
0
100 200
300
DOC #2022-0080381 Page 9 of 12
SECTION 15, TOWNSHIP 4 SOUTH.
4
RANGE 3 WEST, sa.M. EXHIBIT "B"
MAP
LOT LINE ADJUSTMENT No. 220005
PARCEL 1
N
53.85 ACRES GROSS
F
I`I
2
3 NEW
LOT LINE
vi
587'28'35'W
�@ 3>B 1.74'
N<�Z 79p0'O+WO-W
NB237.B3•W
O�g'
02��2.
4
V,
N73D9.
a 39.9215+W
39T
Zo2
p
N O
s>
7452.
M
gTjpF
NOTE:
W
W
NEW LOT LINE WILL NOT LP INTERSECT
x
A G
A GRADED MANUFACTURED SLOPE.E. NO NO D DRAINAGE
i
m
FROM THE 1RAREA ABOVE P
MANUFACTUREDDSLOPE WILL SHEET FLOW OVER THE
qua W
SLOPE FACE.
PARCEL 2
N`4JJ
325.32 ACRES GROSS
iOSJ 02IL
0•
/
/
2/
/
0I
o/
�I
of
OI
I
0
100 200 300
I
DOC 1{2022-0080381 Page 10 of 12
SECTION 15, TOWNSHIP 4 SCOTT,
SHEET 5 OF
RANCE 3 WEST, S.B.M. EXHIBIT "B" MAP
LOT LINE ADJUSTMENT No. 220005
NOTE:
THE NEW LOT LINE WILL NOT LATERALLY INTERSECT
A GRADED MANUFACTURED SLOPE. NO DRAINAGE
FROM THE TRIBUTARY AREA ABOVE A
MANUFACTURED SLOPE WILL SHEET FLOW OVER THE
SLOPE FACE.
PARCEL 1
53.85 ACRES GROSS
F
W
W_
N
W
W
N
An�
`➢bJ
�1
e
R®
q
a$
ti
W
Z23B OO
J3.
2
a 789
s'
PARCEL 2
N
325.32 ACRES GROSS
X5842'02'
R=30.00'
L=30,74'
T-16.87'
t 100 200 300
L
DOC #2022-0080381 Page 11 of 12
SECTION 15,
TOWNSHIP 4 SOUTH,
SHEET 6 OF G
RANGE 3 WEST, S M. EXHIBIT "B" MAP
LOT LINE ADJUSTMENT No.
220005
W A L N U T A V E N
U E
0
100
200 300
C3
0
Z
0
O
ED
PARCEL 1
d
53.85 ACRES GROSS
E5
w
Of
POINT OF
a
TERMINATION
F
N59'35'56"W 616.15'
w_
NEW LOT LINE
NOTE.
THE NEW LOT LINE WILL NOT LATERALLY INTERSECT
W
A GRADED MANUFACTURED SLOPE. NO DRAINAGE
FROM THE TRIBUTARY AREA ABOVE A
MANUFACTURED SLOPE WILL SHEET FLOW OVER THE
SLOPE FACE.
PARCEL 2
325.32 ACRES GROSS
DOC #2022-0080381 Page 12 of 12
-41
0�4�*N
COUNTY OF RIVERSIDE
-�— DPuNf 'Tukyonl�q*
WprooMis
RiNi nfir.VLS.LAND MANAGEMENTAGENCY DWNI TmnloPI Mg
TRANSPORTATIONAND
Mark Loneosler D Wloµnenl
DirMm of TmnsWiwion
Transportation Department
Case Number: LLA 220005 Date: 2116/2022
Riverside County Surveyor's Office
SIGNATURE
Jessica Anderson
PRINTED NAME
Senior Engineering Technician
TITLE
Riverside County Surveyor's Office
SIGN rrfrlt
4.. . Mason
PRINTED
..
Senior Engineedng Technician
TITLE
4080 Leman Stme(, P Poor Rivmi&, CA 93501 (951)953L340
P.O. Box 1090 Rivmi@. CA 92502-1090 FAX(951)955-319%