cpm210128PROJECT: CPM210128
RECORDING REQUESTED BY:
RIVERSIDE COUNTY SURVEYORS OFFICE
4080 LEMON STREET, 8TH FLOOR
RIVERSIDE, CA 92501
RETURN TO:
RIVERSIDE COUNTY SURVEYOR'S OFFICE
4080 LEMON STREET, STH FLOOR
RIVERSIDE, CA 92W1
DOC u 2022-0076884
02/15/2022 12:05 PM Fees: 9O.0D
Pape 1 of 8
Recorded! in Official Records
County of Rlveral0e
Peter Adana
Assessor -County Clerk-Recortler
"This document was electronically submitted
to me County M Rirereide for reconling"
Rwoupted by: MANIA 11309
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.210128
THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION
DOC #2022-0075884 Page 2 of 8
RECORDING REQUESTED BY
RIVERSIDE COUNTY
When recorded, return to:
Riverside County Trenspoation Department
8T Floor County Administrative Center
40Bo Lemon Street, Wverade, CA 93502-
1408
Mail Stop N 1080
No Fee, 6103 Government Cade
Eaton of Riverside County Transportation Dept.
CERTIFICATE
OF PARCEL MERGER NO. tLI012,1
RECORD OWNERS
EXISTING PARCELS (Assessor Parcel Numbers)
MNESTC FREEWAY BUSINESS CENTER, U-C
3W2e0,031 thru W0:314-2ra Unthru 02308 ryr®m
LEGAL DESCRIPTION OF MERGED PARCELS
See attached - Exhipt "A°
SIGNATURES OF RECORDED OWNER(S (Muslbe Nali
PtlM NemeRlBe' EGWARO P. ROM, JR.
$' Rats e:
Print NameMile:
S nature:
Pdm NameTUe:
S' nature:
Print NamefTitle:
Signature
RIVERSIDE COUNTY SURVEYOR'S APPROVAL y�O UNO SL
This document reviewed and approved by Riverside County Surveyor.
*p `fyyv
No. Bggg 2
� Eqr. f2St�22
9
BY: Dale: �S� A CALIF
NOTARYACKNOWLEDGEMENT
STATE OF CALIFORNIA )
Arcdw publlca Wxoficermmpintirq rare wdmwN w:rinmy
tM idemity N lee indivuu•l who ugned the document to wh: ram
wnincNe adds era rim the vulhwlneas, wooracy, orvandly of
COUNTY OF
Net tlpcuna d.
On iO beforeme,
l)eN / ��``,'� !ae •.,d nwaro e d
personallyappearetl ��A,U NA�N f� �Ye,
or sgredw)
who provetl to me an the basis of satisfactory evidence W he the pereenls) whose names) Were subscribed to the whhln
instrument and acl naMedged to me that he4ndeMey executed the same in histheEltheir authorized capacity(les), and that by
hislhem err signature(s) on the instrument the person(s), or the entity upon behalf of which the persons) acted, executed Me
instrument.
I certify under PENALTY OF PERJURY under the laws of the Slate of California Natihe foregoing paragraph is true ant! correct.
WIT rb and to at e LUPEGARCIA IN
YCMM :isrdin11 [
ote Public
0
DOC #2022-0075884 Page 3 of 8
EXHIBIT `A'
PARCEL MERGER CPM210128
PARCEL'A'
PARCELS 47 THROUGH 64 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 MARKHAM STREET, HAVING A
SOUTHEASTERLY HALF WIDTH OF 44.00 FEET WITH THE CENTERLINE OF HARVILL AVENUE,
HAVING A SOUTHWESTERLY HALF WIDTH OF 50.00 FEET;
THENCE ALONG THE CENTERLINE OF SAID HARVILL AVENUE, 535043'47"E, A DISTANCE OF
623.34 FEET TO ITS INTERSECTION WITH THE CENTERLINE OF COMMERCE CENTER DRIVE,
HAVING A NORTHERLY HALF WIDTH OF 39.00 FEET;
THENCE ALONG THE CENTERLINE OF SAID COMMERCE CENTER DRIVE THE FOLLOWING
THREE (3) COURSES AND DISTANCES:
(1) THENCE S59016'13"W, A DISTANCE OF 108.98 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 450.00 FEET;
(2) THENCE SOUTHWESTERLY AND WESTERLY ALONG SAID CURVE, THROUGH A CENTRAL
ANGLE OF 31043'56", AN ARC LENGTH OF 249.22 FEET;
(3) THENCE N88°59'51"W, A DISTANCE OF 470.00 FEET TO THE INTERSECTION WITH A LINE
THAT IS PARALLEL WITH AND 30.00 FEET EASTERLY OF THE CENTERLINE OF SEATON
AVENUE, HAVING AN EASTERLY HALF WIDTH OF 44.00 FEET;
THENCE ALONG SAID PARALLEL LINE, N01"00'09"E, A DISTANCE OF 436.08 FEET TO A POINT
OF INTERSECTION WITH THE CENTERLINE OF SAID MARKHAM STREET, HAVING A
SOUTHEASTERLY HALF WIDTH OF 44.00 FEET;
THENCE ALONG THE CENTERLINE OF SAID MARKHAM STREET THE FOLLOWING THREE (3)
COURSES AND DISTANCES:
(1) THENCE 58903620"E, A DISTANCE OF 14.00 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 500.00 FEET;
(2) THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 36-07'27",
AN ARC LENGTH OF 315.24 FEET;
(3) THENCE N54016'13"E, A DISTANCE OF 148.27 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONSISTS OF 7.76 GROSS ACRES, 5.78 NET ACRES, MORE OR LESS.
SHOWN ON EXHIBIT `B"ATTACHED nnN
HERETO AND MADE A PART HEREOF. CARLOS URENA P.L.S. 8234 2/8/2022 SHEET1 of1
DOC W2022-0075884 Page 4 of 8
SECTION 1, TOWNSHIP 4 SOUTH, EXHIBIT "B" SHEET 1 OF 4
RANGE 4 WEST, S.B.M. PLAT SCALE: 1' = 150'
PARCEL MERGER CPM210128
LINE TYPE LEGEND
PROPOSED BOUNDARY
EXISTING EASEMENTS
OLD PARCEL LINES
RIGHT OF WAY LINES
STREET CENTEMUNE5
W
65
70
60
61\
63 62 / 59
64 58\
z — �56 V 57 51
a
o L 55 54 —I 53� 51
� 47 1---
N I 48 49 _I am 100�R�I
*CCD DENOTES COMMERCE
CENTER DRIVE
VICINITY MAP
NOT TO SCALE
N
W E
71 B
COMMERCE CENTER DRIVE 41
46 1 45 1 44 1 43 42 BN�T 4
gp s
0 FOR EASEMENT NOTATIONS
RECORD OW7ER: AYJ FREEWAY BUSINESS cW195
PLEASE SEE SHEET 4
ADDRESS: 1319I CROSSROADS � z
CENTER,1CRO LLC uaMW
SSROADS PNYIY N.
6TH FLOOR
PREPARED BY. PAA EEINC.
ADDRESS: 1A19 E.. DYER
R ROAD, SUITE 301 GA1
SWTA 714 6 927O5
(BBB) NUMBERS:
42 -260
2003
ASSESSOR'S PNtC0. NUMBERS: 314-270-015 thm 009
314-270-015 Nru 023 CAFdOS URENA LS 8234 DATE
DOC W2022-0075884 Page 5 of
SEWON 1, TOWNSHIP 4 SOUTH, EXHIBIT "B" SHEET 2 OF 4
RANGE 4 WEST• S.B.M. PLAT SCALE: 10 = 80'
PARCEL MERGER CPM210128
-i
N89'36'20*W
mm
N
14' E.
S
a �
261 0 ® PARCEL 65
•0�1 1 LOT 'P'
L= E Wi�254 9nl \ W
315.24' T
W
MAWAM STREftzSM Op _
� \ W
N4aa4581 R PARCEL 63 �sOq� `� > / 3470'
--14' APN 314-260-008 \
PARCEL 64
PPN 314-260-009 � / \
PARCEL 56 I✓
APN 314-260-001 PARCEL 57 \
PPN 314-260-002
g PARCEL A'
-- - 7.76 AC GR _ —
�" 5.78 AC NET
co
o �- PARCEL 55 PARCEL 54
PARCEL 47 API 31a-27o-oz3
API 314-270-022
I �
APN 314-270-015 F — — -
T PARCEL 49
PARCEL 48 APN 314-270-017 W
N42-46'43-W APN 314-270-016 w�e®=1a®/ _
3324 pa 60.E H
LOT V N8859'51"W 43100' W
COMMERCE CENTER DRIVE "' W
N88'59'51"W 470.00'
n
PARCEL 46 I PARCEL 45 PARCEL 44
Q FOR EASEM T NOTAilONS
PLEASE SEE SHEET 4
DOC W2022-0075884 Page 6 of 8
SECTION 1, TOWNSHIP 4 SOUTH, EXHIBIT " B" SHEEP 3 OF 4
RANGE 4 HEST, S.B.N. PLAT SCALE: 10 = 80'
PARCEL MERGER CPM210128
p
2
5901®9
P.O.B.
N
PARCEL 66
PARCEL 70
yb
PARCEL 65 �" N6o• rn e
u'4
32.537 W
twf
r ?.4 LOT •E,�. — — L —`'y 5k
= PARCEL 63� �'`>, .o \ � ' \
APN 31h260-008 \ ry Ypc \ ���
\ S < \
1W„ r PARCEL 57 \ `rd'
v, PARCEL 56 APN 31h260-002 kQ'v ! \
APN 314-260-001 - \ PARCEL 52 \
PARCEL 'A' 1 314-270-020
_ 7.76 AC GR \
5.78 AC NET \
PARCEL 55 PARCEL 54 I PARCEL 53 \ ZPARCEL 51
APN 314-270-023 I APN 314-270-022 APN 314-270-021 APN 31h270-019
r 48_
I PARCEL T PARCEL 49 PARCEL 50 \ F,m, 0_1��
APN 314-270-016 I APN 314-270-017 APN 314-270-018 \ pa 00
SEE SHEET 4
Q FOR EASEMENT NOTATIONS
PLEASE SEE 91EET 4
DOCW2022-0075884 Page7of8
SECTION 1, TOWNSHIP 4 SOUTH, EXHIBIT
RANGE 4 WEST, S.B.M. PLAT
SEE SHEET J
n
PARCEL 52
APN 314-270-020
\ PARCEL V
I- 7.76 AC GR
W 5.78 AC NET /
W
SHEET 4 OF 4
SCALE: 1- = 80'
= VAKLtL D3 N IVAKULL DI
m APN 314-270-021 APN 314-270-019
— — N1039'12'E
W 34.66'
W PARCEL 50
\ A 9
h APN 31h270-018 N59�6
6
ii 0
433.00' L-227.62 p,A1+� EN1ER
N88'59'51'W LOT V COMMERCE �s<
470.00' L=249.22
N>450.�
- N8859'51'W
PARCEL 41
PARCEL 43 PARCEL 42
N
EASEMENTS SEE SHEETS 2 AND 3
EXISTING WATER UTILITY, EASEMENT PER BOOK PER BOOK 430
PACE(S) 345, REC. 1D/27/1915, O.R. (NOT PLOTTABLE)
EXISW F,
S, PER INS PUBLIC UTILNo. 29176, SS k EGRESS EASEMENT
® PER INSTRUMENT No. 291176, REC. 7/28/1993. O.R.
OF R DOC M2022-0075884 Page 8 of 8
4 COUNTY OF RIVERSIDE
MojahMSalaro, PE
—fib a TRANSPORTATIONAND DgVgv/r7MnxponmioNCayOulAnjecu
LAND MANAGEMENTAGENCY R4'hamponallon1p.S.
DePrrNfar T'Delvlomen/Planning nrM
Mark Lancaster Derclopnrenr
Director of'Tranxpnrtnrion
Transportation Department
Case Number: CPM210128 Date: 2-i5-2.2
Riverside County Surveyor's Of m
I/s NATU
� SIGNATURE
Jessica Anderson
PRINTED NAME
Senior Engineering Technician
TITLE
Riverside County Surveyor's Office
It
e .wfir�
r�y�,rrs
Senior Engineering Technician
TITLE
40M Lonoa Sorer, 81^ FlmrRiverside, CA 92501' (951)955d]40
P.O. Box 1090' Riverside, CA 92502-1090' FAX (951) 955-3198