cpm220001T. 4 S., R. 4 w., SEC. 1
PROJECT: CPM220001
RECORDING REQUESTED BY:
RIVERSIDE COUNTY SURVEYOR'S OFFICE
4080 LEMON STREET, 8T" FLOOR
RIVERSIDE, CA 92501
RETURN TO:
RIVERSIDE COUNTY SURVEYOR'S OFFICE
4080 LEMON STREET, 8TH FLOOR
RIVERSIDE, CA 92501
APNs: 314-260-010
314-260-011
314-260-012
DOC # 2022-0279946
06/22/2022 08:00 AM Fees: $0.00
Page 1 of 5
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: ALEJANDRA#1032
THIS DOCUMENT IS FOR THE BENEFIT OF THE COUNTY OF RIVERSIDE AND ENTITLED TO BE RECORDED
WITHOUT FEE. (GOV. CODE 6103)
CERTIFICATE OF PARCEL MERGER NO.220001
THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION
RECORDING REQUESTED BY
RIVERSIDE COUNTY
When recorded, return to:
Riverside County Transporation Department
81h 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.
CERTIFICATE OF PARCEL MERGER NO. ZjOOO
RECORD OWNERS
EXISTING PARCELS (Assessor Parcel Numbers)
Majestic Freeway Business Center, LLC
314-260-010
Majestic Freeway Business Center, LLC
314-260-011
Majestic Freeway Business Center, LLC
314-260-012
LEGAL DESCRIPTION OF MERGED PARCELS
See attached - Exhibit "A"
SIGNATURE(S) OF RECORDED OWNER(S) Must be Notarized)
Print Name/Title: EDWARD P. ROSKI, JR.
Signature:
Print Name/Title: EDWARD P. ROSKI, JR.
SI nature:
Print Name/Title: EDWARD P. ROSKI, JR.
SI nature: x
Print Name/Title: I
Signature: v
RIVERSIDE COUNTY SURVEYOR'S APPROVAL
This document reviewed and approved by Riverside County Surveyor. kD�� �
�A
p
# No, 9017
9 Exp. 09-30.23`
�CR CA41F0
BY: Date: 'elt Qon_
NOTARY ACKNOWLEDGEMENT A notary public or other officer completing this certificate verifies only
STATE OF CALIFORNIA j the identity of the individual who signed the document to which this
certificate is attached, and not the truthfulness, accuracy, or validity of
t1GI P�C 5
COUNTY OF r ] that document.
On r( before me, n a T. (�L-Itf4 11 Al tUL61 PCzb11<_
(Date) ram. Name and Title of O lce )
C: d � s
personally appeared wa rA J , r•
Name(s) of Signer(s))
who proved to me on the basis of satisfactory evidence to be the person( -whose nameW is/arm subscribed to the within
instrument and acknowledged to me that helshu trey executed the same in his/heM4eir authorized capacity, i&s), and that by
his/herkhe7rsignatureoe -on the instrument the person*)7or the entity upon behalf of which the person(s'j 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.
J.
WITNESS y h d and officials I 4_ ASEY
_ " Notary Pubic{Calf California
i = Los NDA
Caunty
Commission f 2274574
.• Aty Comm, Eralres xeh
3, 2023
ata Publi
EXHIBIT `A'
PARCEL MERGER No CPM220001
PARCEL `A'
PARCELS 65, 66 AND 67 AND PORTIONS OF LOTS "A", "F" AND "L" OF PARCEL MAP No.
25101, IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE
OF CALIFORNIA, RECORDED IN BOOK 180, PAGES 60 THROUGH 68 INCLUSIVE OF
PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF HARVILL AVENUE (LOT
'A") WITH THE CENTERLINE OF MARKHAM STREET (LOT "F");
THENCE ALONG THE CENTERLINE OF SAID MARKHAM STREET, S54016'13"W, A
DISTANCE OF 148.27 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE
NORTHWESTERLY AND HAVING A RADIUS OF 500.00 FEET;
THENCE CONTINUING ALONG THE CENTERLINE OF SAID MARKHAM STREET,
SOUTHWESTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 36°07'27",
AN ARC LENGTH OF 315.24 FEET;
THENCE CONTINUING ALONG THE CENTERLINE OF SAID MARKHAM STREET,
N89036'20"W, A DISTANCE OF 44.00 FEET TO THE INTERSECTION WITH THE
CENTERLINE OF SEATON AVENUE (LOT "L");
THENCE ALONG THE CENTERLINE OF SAID SEATON AVENUE, N01000'09"E, A
DISTANCE OF 9.19 FEET;
THENCE CONTINUING ALONG THE CENTERLINE OF SAID SEATON AVENUE,
N01°01'15"E, A DISTANCE OF 651.20 FEET TO THE NORTHWEST CORNER OF SAID
PARCEL 67;
THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL, S89031'51"E, A DISTANCE OF
117.61 FEET TO A POINT ON THE CENTERLINE OF SAID HARVILL AVENUE, SAID POINT
BEING ON A NON -TANGENT CURVE, CONCAVE NORTHEASTERLY AND HAVING A
RADIUS OF 1000.00 FEET, A RADIAL LINE TO SAID POINT BEARS S62°57'14"W;
THENCE ALONG THE CENTERLINE OF SAID HARVILL AVENUE, SOUTHEASTERLY
ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 08°4l'01", AN ARC LENGTH OF
151.56 FEET;
THENCE CONTINUING ALONG THE CENTERLINE OF SAID HARVILL AVENUE,
S35°43'47"E, A DISTANCE OF 430.77 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONSISTS OF 4.41 GROSS ACRES, Q LAND SUNG,
2.65 NET ACRES, MORE OR LESS. c,
CARLOS
SHOWN ON EXHIBIT "B" ATTACHED URENA
HERETO AND MADE A PART HEREOF.
* N0. 8234
d�
CARLOS URENA P.L.S. 8234 4/6/2022 ��� OF CAL�F���`P
SECTION 1, TOWNSHIP 4 SOUTH, EXHIBIT » B 99 SHEET 1 OF 2
RANGE 4 WEST, S.B.M. PLAT
PARCEL MERGER No. CPM220001
OLD OLEANDER
P E KRTY
SEE SHEET 2
y,
MARKHAM
ST
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N
Z
a CCD* 9
Z
p J Y
Z
PERRY ST
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*CCD DENOTES COMMERCE CENTER DR W E
4S'
NOT TO SCALE
LINE TYPE LEGEND
PROPOSED BOUNDARY
OLD PARCEL LINES
RIGHT OF WAY LINES
STREET CENTERLINES
ACCESS RIGHTS RESTRICTED
PER PM 25101
RECORD OWNER: MAJESTIC FREEWAY BUSINESS
CENTER, LLC
ADDRESS: 13191 CROSSROADS PKWY N.
6TH FLOOR
PREPARED BY: PBLA ENGINEERING, INC.
ADDRESS: 1809 E. DYER ROAD, SUITE 301
SANTA ANA, CA 92705
(888) 714-9642 x2003
ASSESSORS PARCEL NUMBERS: 314-260-010
314-260-011
314-260-012
7 V
CARLOS
URERA
t 1 NO. 8234 f
4�6�2022 4�6�2022
CARLOS URENA LS 8234 DATE
SECTION 1, TOWNSHIP 4 SOUTH, EXHIBIT 99B„ SHEET 2 OF 2
RANGE 4 WEST, S.B.M. PLAT SCALE: 1"=100'
PARCEL MERGER NO. CPM220001
N64Z1$4"E
N89'31'51 "W _ N62'57'14"E g0° IV117.61 '���
�•20, 61.50' � ri
N88'58'45'W�cs., W E
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Z
Z
0
N01 '00'09 E
9.19, C
N89'3620"W
0.00'
CURVE DA TA
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4.41 AC G R
N 2.65 AC NET
N79'07'57"E . o
,W 140.00
N
66
67
PARCEL `A'
gmsT mgn
�q`
CL 1N%�
P.O.B.
65 '
39
to
p�2S 13,590 gyp' �1
84
456.00
60
L3 LOT.500'
L= 4,
315.2 61
LOT `�' 62 po 60.60
64 63 p°M°D° Too/ 59
LINE DATA
NO.
RADIUS
DELTA
LENGTH
Cl
100.00'
28'47'56"
50.26'
C2
61.00'
139'56'22"
148.99'
NO.
BEARING
LENGTH
L1
N2949'11"E
50.00'
L2
N01'01'15"E
46.11'
L3
N46'45'02"W
34.17'