lla2000143/3/2021
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.
Batch 9406998 Confirmation
DOC # 2021-0136130
03/02/2021 05:00 PM Fees: $0.00
Page 1 of 19
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: LISA #580
NOTICE OF LOT LINE ADJUSTMENT NO. 200014
RECORD OWNERSEXISTING PARCELS -(Assessor Parcel Numbers)
Knox Logistics VII, LLC 317-100-014 thru 028 inclusive and 317-110-02D
LEGAL DESCRIPTION OF ADJUSTED PARCELS
See attached Legal Description - Exhibit "A
SIGNATURE(a OF RECORDED`.OWNER S Must be Notarfzei:Q
PrintNarne/Titfen, AV6
Print Name/Titie: AC Vp _1q_19nature:
Pfint Name/Title:. t- .. S.. -nature:
Print NameMt3e: _ r U. _ Si • nature: -
RI RSIDE COUNTY PLANNING DEP HENT APPROVAL
This Lot Line Adjustment is approve
I&
Printed. Name:
RIVERSIDE COUNTY SURVEYOR'S APPROVAL
This document reviewed by Riverside County Surveyor. `0�NL LAV&
a ODFN�G��
cu 0 0
° No. 9486 2 x'
* Exp. 3/31/2023
Deputy -9 OF CA1.W
BY: Date: 3/2/2021
NOTARY ACKNOWLEDGEMENT A notary public-orother'oVl erwmpleting-th's aediftate verifies only
STATE OF CALIFORNIA ) the id"erltily of ltie individual who .signed the dnctiraentlii wfiiah.this.
ceriifieate is atlanhed, arid not_tfie:tnlfii ulhess, accsuacy, or validity of•
COUNTY OF �. thaFdownem;
On�P,bn r before me,LQLej P) L�-L ir" - - .J -
(� 1 (Name errif ri of afsoe,�
personally appeared
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 signatures) 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.
WITNESS my hand and official seal DANIELRIVEItA
Notary Pu6ile - California
OD
Orange County
NotaPublic
Commissip 92246033
P..,
My Comm. Expires Jul. 12. 2022
https://gs.secure-recording.com/Batch/Confirmation/9406998 1/2
3/3/2021
Batch 9406998 Confirmation
DOC #2021-0136130 Page 2 of 19
EXHIBIT `A'
LOT LINE ADJUSTMENT No. 200014
PARCEL 1
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, BEING PARCEL "B" IN A CERTIFICATE OF PARCEL MERGER No. 190026,
RECORDED ON MAY 21, 2020 AS INSTRUMENT NUMBER 2020-0216466; PARCEL "C" IN A
CERTIFICATE OF PARCEL MERGER No. 190027, RECORDED ON MAY 21, 2020 AS
INSTRUMENT NUMBER 2020-0216465; PARCEL "D" IN A CERTIFICATE OF PARCEL
MERGER No. 190028, RECORDED ON MAY 21, 2020 AS INSTRUMENT NUMBER 2020-
0216464 AND A PORTION OF PARCEL "E" IN A CERTIFICATE OF PARCEL MERGER No.
190029, RECORDED ON MAY 21, 2020 AS INSTRUMENT NUMBER 2020-0216463,
TOGETHER WITH PORTIONS OF LOTS "C", "D", "E" AND "F" OF PARCEL MAP 24110,
RECORDED IN BOOK 165, PAGES 11 THROUGH 18 INCLUSIVE OF PARCEL MAPS, ALL
OFFICIAL RECORDS OF THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY,
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNINGAT THE INTERSECTION OF THE CENTERLINE OF MARTIN STREET, HAVING A
SOUTHERLY HALF WIDTH OF 39.00 FEET, WITH THE CENTERLINE OF HARVILL AVENUE,
HAVING A WESTERLY HALF WIDTH OF 50.00 FEET;
THENCE ALONG THE CENTERLINE OF SAID HARVILL AVENUE, S01 -10'00"E, A DISTANCE
OF 454.26 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE
NORTHEASTERLY AND HAVING A RADIUS OF 850.00 FEET;
THENCE ALONG SAID CURVE AND CONTINUING ALONG SAID CENTERLINE,
SOUTHEASTERLY THROUGH A CENTRAL ANGLE OF 14°17'27", AN ARC LENGTH OF
212.01 FEET;
THENCE LEAVING SAID CENTERLINE, S75°13'30"W, A DISTANCE OF 72.65 FEET TO THE
BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS
OF 410.06 FEET;
THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
24°28'17", AN ARC LENGTH OF 175.14 FEET TO THE BEGINNING OF A COMPOUND
CURVE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 90.00 FEET, A RADIAL
BEARING TO SAID POINT BEARS N39014'47"W;
THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
34055'24", AN ARC LENGTH OF 54.86 FEET;
THENCE S15049'48"W, A DISTANCE OF 121.66 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE EASTERLY AND HAVING A RADIUS OF 180.00 FEET;
THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14°38'03",
AN ARC LENGTH OF 45.97 FEET;
THENCE S01'1 1'45"W, A DISTANCE OF 285.75 FEET;
SHEET 1 of 7
https://gs.secure-recording.com/Batch/Confirmation/9406998 2/2
THENCE S43034'54"E, A DISTANCE OF 495.88 FEET TO A POINT ON THE
NORTHWESTERLY LINE OF THE LAND DESCRIBED IN A DEED TO THE COUNTY OF
RIVERSIDE, RECORDED DECEMBER 1, 1982 AS INSTRUMENT No. 217299 OF OFFICIAL
RECORDS;
THENCE ALONG SAID NORTHWESTERLY LINE, S33°42'47"W, A DISTANCE OF 429.40 FEET
TO THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHWESTERLY AND HAVING
A RADIUS OF 1445.00 FEET;
THENCE CONTINUING ALONG SAID NORTHWESTERLY LINE, SOUTHWESTERLY AND
WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 55°14'28", AN ARC
LENGTH OF 1393.18 FEET;
THENCE CONTINUING SAID NORTHWESTERLY LINE, S88057'15"W, A DISTANCE OF 63.36
FEET TO A POINT ON THE CENTERLINE OF SEATON AVENUE, HAVING AN EASTERLY
HALF WIDTH OF 44.00 FEET;
THENCE ALONG SAID CENTERLINE, N01011'45"E, A DISTANCE OF 1366.42 FEET TO A
POINT OF INTERSECTION WITH THE NORTHERLY LINE OF SAID PARCEL "D";
THENCE ALONG SAID NORTHERLY LINE, S88°48'15"E, A DISTANCE OF 404.02 FEET TO A
POINT ON THE WESTERLY LINE OF SAID PARCEL "C";
THENCE ALONG THE WESTERLY LINE OF SAID PARCEL "C" AND SAID PARCEL "B",
N01011'45"E, A DISTANCE OF 1237.87 FEET TO A POINT ON THE CENTERLINE OF SAID
MARTIN STREET, HAVING A SOUTHERLY HALF WIDTH OF 39.00 FEET;
THENCE ALONG SAID CENTERLINE, N88050'00"E, A DISTANCE OF 938.23 FEET TO THE
POINT OF BEGINNING.
SAID PARCEL CONSISTS OF 58.81 GROSS ACRES, 55.25 NET ACRES, MORE OR LESS
PARCEL 2
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, BEING A PORTION OF PARCEL "E" IN A CERTIFICATE OF PARCEL MERGER
No. 190029, RECORDED ON MAY 21, 2020 AS INSTRUMENT NUMBER 2020-0216463,
TOGETHER WITH A PORTION OF LOT "F" OF PARCEL MAP 24110, RECORDED IN BOOK
165, PAGES 11 THROUGH 18 INCLUSIVE OF PARCEL MAPS, OFFICIAL RECORDS IN THE
OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF MESSENIA LANE WITH
THE CENTERLINE OF HARVILL AVENUE AS SHOWN ON SAID PARCEL MAP 24110, SAID
POINT BEING ON A CURVE, CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF
850.00 FEET, A RADIAL LINE TO SAID POINT BEARS S74036'52"W;
THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
00°04'19", AN ARC LENGTH OF 1.06 FEET TO THE TRUE POINT OF BEGINNING, A RADIAL
LINE TO SAID POINT BEARS S74032'33"W;
ya:1121160ine IN
THENCE CONTINUING SOUTHEASTERLY ALONG SAID 850.00 RADIUS CURVE, THROUGH
A CENTRAL ANGLE OF 18022'15", AN ARC LENGTH OF 272.54 FEET TO A POINT;
THENCE LEAVING SAID CENTERLINE, S46026'06"W, A DISTANCE OF 355.73 FEET TO A
POINT ON A NON -TANGENT CURVE, CONCAVE NORTHEASTERLY AND HAVING A
RADIUS OF 517.63 FEET, A RADIAL LINE TO SAID POINT BEARS S54040'52"W;
THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
02°51'40", AN ARC LENGTH OF 25.85 FEET;
THENCE N54004'46"E, A DISTANCE OF 20.37 FEET TO THE BEGINNING OF A NON -
TANGENT CURVE, CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1159.26
FEET, A RADIAL LINE TO SAID POINT BEARS S54004'46"W;
THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
08019'29", AN ARC LENGTH OF 168.43 FEET;
THENCE N26024'20"W, A DISTANCE OF 103.94 FEET;
THENCE N15049'48"E, A DISTANCE OF 82.76 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 90.00 FEET;
THENCE NORTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
34055'24", AN ARC LENGTH OF 54.86 FEET TO THE BEGINNING OF A COMPOUND CURVE,
CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 410.06 FEET, A RADIAL LINE TO
SAID POINT BEARS N39014'47"W;
THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
24028'17", AN ARC LENGTH OF 175.14 FEET;
THENCE N75013'30"E, A DISTANCE OF 72.65 FEET TO THE TRUE POINT OF BEGINNING.
SAID PARCEL CONSISTS OF 2.51 GROSS ACRES, 2.19 NET ACRES, MORE OR LESS.
PARCEL 3
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, BEING A PORTION OF PARCEL "E" IN A CERTIFICATE OF PARCEL MERGER
No. 190029, RECORDED ON MAY 21, 2020 AS INSTRUMENT NUMBER 2020-0216463,
TOGETHER WITH A PORTION OF LOT "F" OF PARCEL MAP 24110, RECORDED IN BOOK
165, PAGES 11 THROUGH 18 INCLUSIVE OF PARCEL MAPS, OFFICIAL RECORDS IN THE
OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF CAJALCO EXPRESSWAY
WITH THE CENTERLINE OF HARVILL AVENUE AS SHOWN ON SAID PARCEL MAP 24110;
THENCE ALONG SAID CENTERLINE OF HARVILL AVENUE, N54°34'02"W, A DISTANCE OF
85.17 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT BEING ON THE
NORTHWESTERLY RIGHT-OF-WAY LINE OF SAID CAJALCO EXPRESSWAY, HAVING A
VARIABLE NORTHWESTERLY HALF WIDTH, SAID POINT ALSO BEING ON A NON -
TANGENT CURVE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 1850.00
FEET, A RADIAL LINE TO SAID POINT BEARS N55°29'56"W;
SHEET 3 of 7
THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
00°47'17", AN ARC LENGTH OF 25.45 FEET;
THENCE CONTINUING ALONG SAID RIGHT-OF-WAY LINE, S33042'47"W, A DISTANCE OF
354.20;
THENCE LEAVING SAID RIGHT-OF-WAY LINE, N43°34'54"W, A DISTANCE OF 345.87 FEET
TO THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHEASTERLY AND HAVING A
RADIUS OF 517.63 FEET;
THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
08°15'46", AN ARC LENGTH OF 74.65 FEET;
THENCE N46026'06"E, A DISTANCE OF 355.73 FEET TO A POINT ON THE CENTERLINE OF
SAID HARVILL AVENUE, SAID POINT BEING ON A NOW TANGENT CURVE, CONCAVE
NORTHEASTERLY AND HAVING A RADIUS OF 850.00 FEET, A RADIAL LINE TO SAID
POINT BEARS S56010'19"W;
THENCE SOUTHEASTERLY ALONG SAID CENTERLINE AND SAID CURVE THROUGH A
CENTRAL ANGLE OF 20044'21", AN ARC LENTH OF 307.67 FEET;
THENCE CONTINUING ALONG SAID CENTERLINE, S54034'02"E, A DISTANCE OF 31.43
FEET TO THE TRUE POINT OF BEGINNING.
SAID PARCEL CONSISTS OF 3.09 GROSS ACRES, 2.69 NET ACRES, MORE OR LESS.
TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
STRIP "A", BEING A 35.00 FOOT WIDE STRIP OF LAND, THE CENTERLINE OF SAID STRIP
BEING DESCRIBED AS FOLLOWS:
COMMENCING AT THE MOST SOUTHERLY CORNER OF PARCEL 2 OF LLA 200014;
SAID POINT BEING ON A CURVE, CONCAVE NORTHEASTERLY AND HAVING A RADIUS
OF 517.63 FEET, A RADIAL LINE TO SAID POINT BEARS S54°40'52"W;
THENCE ALONG THE SOUTHWESTERLY LINE OF SAID PARCEL 2, NORTHWESTERLY
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 01057'45", AN ARC LENGTH OF
17.73 FEET TO THE TRUE POINT OF BEGINNING;
THENCE LEAVING SAID SOUTHWESTERLY LINE, N46026'06"E, A DISTANCE OF 43.30 FEET
TO THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE NORTHEASTERLY AND
HAVING A RADIUS OF 1153.50 FEET, A RADIAL LINE TO SAID POINT BEARS S54°16'45"W;
THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
15004'33", AN ARC LENGTH OF 303.51 FEET TO A POINT HEREINAFTER REFERRED TO AS
POINT "A" AND THE TERMINUS OF SAID STRIP OF LAND;
TOGETHER WITH STRIP "B", BEING A 56.00 FOOT WIDE STRIP OF LAND, THE
CENTERLINE OF SAID STRIP BEING DESCRIBED AS FOLLOWS:
BEGINNING AT POINT "A" DESCRIBED HEREIN ABOVE;
SHEET 4 of 7
THENCE N21011'45"E, A DISTANCE OF 43.50 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 88.00 FEET;
THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
25028'26", AN ARC LENGTH OF 39.13 FEET TO THE BEGINNING OF A COMPOUND CURVE,
CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 378.00 FEET, A RADIAL LINE TO
SAID POINT BEARS N43019'49"W;
THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
27°23'26", AN ARC LENGTH OF 180.70 FEET;
THENCE N7501 1'58"E, A DISTANCE OF 25.71 FEET TO THE SOUTHWESTERLY RIGHT-OF-
WAY LINE OF HARVILL AVENUE, HAVING A 50.00 FOOT SOUTHWESTERLY HALF -WIDTH,
AND THE TERMINUS OF SAID STRIP OF LAND.
THE SIDELINES OF SAID EASEMENT SHALL BE SHORTENED OR LENGTHENED SO AS TO
TERMINATE AT THE SOUTHEAST LINE OF SAID PARCEL 2; AT THE SOUTHWESTERLY
RIGHT-OF-WAY LINE OF HARVILL AVENUE, AT THE GENERAL NORTHEASTERLY LINE OF
PARCEL 1 DESCRIBED ABOVE, AND AT THE INTERSECTION OF STRIPS "A" AND "B".
SAID EASEMENT CONSISTS OF 28,106 SQUARE FEET, MORE OR LESS.
PARCEL 4
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, BEING A PORTION OF PARCEL "E" IN A CERTIFICATE OF PARCEL MERGER
No. 190029, RECORDED ON MAY 21, 2020 AS INSTRUMENT NUMBER 2020-0216463,
TOGETHER WITH A PORTION OF LOT "C" OF PARCEL MAP 24110, RECORDED IN BOOK
165, PAGES 11 THROUGH 18 INCLUSIVE OF PARCEL MAPS, OFFICIAL RECORDS IN THE
OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF CAJALCO EXPRESSWAY
WITH THE CENTERLINE OF HARVILL AVENUE AS SHOWN ON SAID PARCEL MAP 24110;
THENCE ALONG SAID CENTERLINE OF HARVILL AVENUE, N54034'02"W, A DISTANCE OF
85.17 FEET TO THE NORTHWESTERLY RIGHT-OF-WAY LINE OF SAID CAJALCO
EXPRESSWAY, HAVING A VARIABLE NORTHWESTERLY HALF WIDTH AS SHOWN ON
SAID PARCEL MAP 24110, SAID LINE ALSO BEING THE NORTHWESTERLY LINE OF THE
LAND DESCRIBED IN A DEED TO THE COUNTY OF RIVERSIDE, RECORDED DECEMBER 1,
1982 AS INSTRUMENT No. 217299 OF OFFICIAL RECORDS; SAID POINT ALSO BEING ON A
NON -TANGENT CURVE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 1850.00
FEET, A RADIAL LINE TO SAID POINT BEARS N55°29'56"W;
THENCE ALONG SAID NORTHWESTERLY LINE, SOUTHWESTERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 00047'17", AN ARC LENGTH OF 25.45 FEET;
THENCE CONTINUING ALONG SAID NORTHWESTERLY LINE, S33042'47"W, A DISTANCE
OF 354.20 TO THE TRUE POINT OF BEGINNING;
THENCE ALONG SAID NORTHWESTERLY LINE, S33042'47"W, A DISTANCE OF 98.21 FEET
TO A POINT OF INTERSECTION WITH THE NORTHWESTERLY LINE OF SAID LOT "C";
SHEET 5 of 7
THENCE ALONG THE NORTHWESTERLY LINE OF THE LAND DESCRIBED IN SAID DEED
RECORDED DECEMBER 1, 1982, AS INSTRUMENT No. 217299, S33042'47"W, A DISTANCE
OF 82.07 FEET;
THENCE LEAVING SAID NORTHWESTERLY LINE, N43°34'54"W, A DISTANCE OF 495.88
FEET;
THENCE N01011'45"E, A DISTANCE OF 285.75 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE EASTERLY AND HAVING A RADIUS OF 180.00 FEET;
THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14°38'03",
AN ARC LENGTH OF 45.97 FEET;
THENCE N15049'48"E, A DISTANCE OF 38.90 FEET;
THENCE S26024'20"E, A DISTANCE OF 103.94 FEET TO THE BEGINNING OF A NON -
TANGENT CURVE, CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1159.26
FEET, A RADIAL LINE TO SAID POINT BEARS S62°24'15"W;
THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
08019'29", AN ARC LENGTH OF 168.43 FEET;
THENCE S54004'46"W, A DISTANCE OF 20.37 FEET TO THE BEGINNING OF A NON -
TANGENT CURVE, CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 517.63 FEET,
A RADIAL LINE TO SAID POINT BEARS S57032'32"E;
THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
11 °07'26", AN ARC LENGTH OF 100.50 FEET;
THENCE S43034'54"E, A DISTANCE OF 345.87 FEET TO THE TRUE POINT OF BEGINNING.
SAID PARCEL CONSISTS OF 2.57 GROSS AND NET ACRES, MORE OR LESS.
TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
STRIP "A", BEING A 35.00 FOOT WIDE STRIP OF LAND, THE CENTERLINE OF SAID STRIP
BEING DESCRIBED AS FOLLOWS:
COMMENCING AT THE MOST SOUTHERLY CORNER OF PARCEL 2 OF LLA 200014;
SAID POINT BEING ON A CURVE, CONCAVE NORTHEASTERLY AND HAVING A RADIUS
OF 517.63 FEET, A RADIAL LINE TO SAID POINT BEARS S54040'52"W;
THENCE ALONG THE SOUTHWESTERLY LINE OF SAID PARCEL 2, NORTHWESTERLY
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 01-57'45", AN ARC LENGTH OF
17.73 FEET TO THE TRUE POINT OF BEGINNING;
THENCE LEAVING SAID SOUTHWESTERLY LINE, N46°26'06"E, A DISTANCE OF 43.30 FEET
TO THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE NORTHEASTERLY AND
HAVING A RADIUS OF 1153.50 FEET, A RADIAL LINE TO SAID POINT BEARS S54016'45"W;
SHEET 6 of 7
THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
15004'33", AN ARC LENGTH OF 303.51 FEET TO A POINT HEREINAFTER REFERRED TO AS
POINT "A" AND THE TERMINUS OF SAID STRIP OF LAND;
TOGETHER WITH STRIP "B", BEING A 56.00 FOOT WIDE STRIP OF LAND, THE
CENTERLINE OF SAID STRIP BEING DESCRIBED AS FOLLOWS:
BEGINNING AT POINT "A" DESCRIBED HEREIN ABOVE;
THENCE N21011'45"E, A DISTANCE OF 43.50 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 88.00 FEET;
THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
25028'26", AN ARC LENGTH OF 39.13 FEET TO THE BEGINNING OF A COMPOUND CURVE,
CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 378.00 FEET, A RADIAL LINE TO
SAID POINT BEARS N43019'49"W;
THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
27023'26", AN ARC LENGTH OF 180.70 FEET;
THENCE N7501 1'58"E, A DISTANCE OF 25.71 FEET TO THE SOUTHWESTERLY RIGHT-OF-
WAY LINE OF HARVILL AVENUE, HAVING A 50.00 FOOT SOUTHWESTERLY HALF -WIDTH,
AND THE TERMINUS OF SAID STRIP OF LAND.
THE SIDELINES OF SAID EASEMENT SHALL BE SHORTENED OR LENGTHENED SO AS TO
TERMINATE AT THE SOUTHEAST LINE OF SAID PARCEL 2; AT THE SOUTHWESTERLY
RIGHT-OF-WAY LINE OF HARVILL AVENUE, AT THE GENERAL NORTHEASTERLY LINE OF
PARCEL 1 DESCRIBED ABOVE, AND AT THE INTERSECTION OF STRIPS "A" AND "B".
SAID EASEMENT CONSISTS OF 28,106 SQUARE FEET, MORE OR LESS.
SHOWN ON EXHIBIT "B" ATTACHED � LAND SUS
HERETO AND MADE A PART HEREOF.
CARLOS
URENA
CARLOS URENA P.L.S. 8234 * NO. 8234
11151 �9rF OF CN \F
SHEET 7 of 7
SECTION 12, TOWNSHIP 4 SOUTH, EXHIBIT 991399 SHEET 1 OF 10
RANGE 4 WEST, S.B.M. PLAT SCALE: 1" = 400'
LOT LINE ADJUSTMENT No. 200014
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LINE TYPE LEGEND
PROPOSED PARCEL LINES
EXISTING EASEMENTS
OLD PARCEL LINES
RIGHT OF WAY LINE
INDICATES ACCESS RIGHTS
RESTRICTED PER PM 24110
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4 SUBJECT
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VICINITY MAP
NOT TO SCALE
RECORD OWNER:
MAJESTIC FREEWAY BUSINESS CENTER, LLC
SEE PARCEL MERGERS
Exp. 12/31/21
ADDRESS:
13191 CROSSROADS PKWY No., 6TH FLR
RECORDING INFORMATION
*
NO. 8234
PREPARED BY:
ADDRESS:
PBLA ENGINEERING, INC.
1809 E. DYER ROAD, SUITE 301
ON SHEETS 2 THRU 6
lP
SANTA ANA, CA 92705
OF CAL�F�
(888) 714-9642 x2003
ASSESSORS PARCEL NUMBERS: 317-100-014 THRU 028
Opp
317-110-020
CARLOS URENA LS 8234
EXP. 12-31-21 DATE
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SECTION 12, TOWNSHIP 4 SOUTH, EXHIBIT "B"
RANGE 4 WEST, S.B.M.
N
w E
S
P LAT
LOT LINE ADJUSTMENT No. 200014
SEE SHEET 2
PARCEL 1 /
58.81 AC GR _
55.25 AC NET N7434'S0' E(R)
meq!
v-za 2a
Z 65
SHEET 6 OF 10
SCALE: 1 " = 60'
�c. 7 �l' G 0,
pgG. �1_
FOR LINE AND CURVE DATA
TABLES SEE SHEET 8
EASEMENT NOTES
PARCEL 2
2.51 AC GR
2.19 AC NET
SEE SHEET 4
DETAIL `A'
SEE SHEET 2 OF 10
EXISTING DRAINAGE EASEMENT PER PM 24110,
A P.M.B. 165/11-18.
ABEXISTING SCE EASEMENT PER INST. NO. 195833
RECORDED 6/11/1991, O.R.
0 C
EXISTING SCE EASEMENT PER INST. NO. 282096
RECORDED 8/15/1991, O.R.
AEXISTING SCE EASEMENT PER INST. NO. 2019-
0102497, RECORDED 3/27/2019, O.R.
AEXISTING PUBLIC UTILITY, INGRESS & EGRESS EASEMENT
PER INST. No. 2020-0168208, 4/16/2020 O.R.
EXISTING PUBLIC UTILITY EASEMENT PER INST. No.
152694, RECORDED 9/2/1982 O.R.
AEXISTING PUBLIC HIGHWAY AND UTILITY EASEMENT
PER BOOK 242 PAGE 471, RECORDED 7/16/1935 O.R.
9
r PARCEL 2
SEE DETAIL
'AA' BELOW
�c. 7 �l' G 0,
pgG. �1_
FOR LINE AND CURVE DATA
TABLES SEE SHEET 8
EASEMENT NOTES
PARCEL 2
2.51 AC GR
2.19 AC NET
SEE SHEET 4
DETAIL `A'
SEE SHEET 2 OF 10
EXISTING DRAINAGE EASEMENT PER PM 24110,
A P.M.B. 165/11-18.
ABEXISTING SCE EASEMENT PER INST. NO. 195833
RECORDED 6/11/1991, O.R.
0 C
EXISTING SCE EASEMENT PER INST. NO. 282096
RECORDED 8/15/1991, O.R.
AEXISTING SCE EASEMENT PER INST. NO. 2019-
0102497, RECORDED 3/27/2019, O.R.
AEXISTING PUBLIC UTILITY, INGRESS & EGRESS EASEMENT
PER INST. No. 2020-0168208, 4/16/2020 O.R.
EXISTING PUBLIC UTILITY EASEMENT PER INST. No.
152694, RECORDED 9/2/1982 O.R.
AEXISTING PUBLIC HIGHWAY AND UTILITY EASEMENT
PER BOOK 242 PAGE 471, RECORDED 7/16/1935 O.R.
A=00'04'19"
L=1.06'
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SECTION 12, TOWNSHIP 4 SOUTH, EXHIBIT "B"
RANGE 4 WEST, S.B.M. PLAT
LOT LINE ADJUSTMENT No. 200014
SEE SHEET 5
ff o
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L=1334.86' R=1429.00' &=53'3117 —�
LOT `C'
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NW'LY LINE OF LAND
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OF RIVERSIDE IN DEED
LO
LO RECORDED 12/1/1982,
INST. No. 217299, O.R.
CAJALCO EXPRESSWAY
DETAIL `B'
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—
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SECTION 12, TOWNSHIP 4 SOUTH, EXHIBIT "B"
RANGE 4 WEST, S.B.M. PLAT
LOT LINE ADJUSTMENT No. 200014
SHEET 9 OF 10
SCALE: 1 " = 40'
SEE SHEET 4
f � I
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2.57 AC NET
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OF RIVERSIDE IN DEED
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INST. No. 217299, O.R.
I f V
DETAIL
NO.
RADIUS
DELTA
LENGTH
Cl
850.00'
14'17'27"
212.01'
C2
850.00'
18'22'15"
272.54'
C3
900.00'
18'57'16"
297.74'
C4
517.63'
8'15'46"
74.65'
C5
180.00'
14'38'03"
45.97'
C6
517.63'
2'51'40"
25.85'
C7
1159.26'
8'19'29"
168.43'
C8
517.63'
11'07'26"
100.50'
C9
850.00'
53'24'02"
792.21'
C10
850.00'
20'44'21"
307.67'
C11
900.00'
20'11'36"
317.20'
SEE SHEET 4 OF 10
LINE DA TA
N0,
BEARING
LENGTH
Ll
N75'13'30"E
72.65'
L2
N15'49'48"E
121.66'
L3
N26'24'20"W
103.94'
L4
I N54'04'46"E
20.37'
L5
N54'34'02"W
10.56'
L6
N10'25'38"W
31.87'
L7
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81.55'
( ..) INDICATES PER PM 24110
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Mark Lancaster
Director of Transportation
COUNTY OF RIVERSIDE
Mojahed Salania, P.E.
TRANSPORTATIONAND Deputy for Transportation/Capital Projects
Richard Lantis, P.L.S.
LAND MANAGEMENT A GENCY Deputyfor Transportation/Planning and
Development
Transportation Department
Case Number: LLA200014
Riverside County Surveyor's Office
Gc% 47J
SIGNA RE
Wesley Hohenberger
PRINTED NAME
Senior Engineering Technician
TITLE
Date: 3/2/2021
Riverside County Surveyor's Office
Attest:
SIGNATURE
Nancy Cullen
PRINTED NAME
Engineering Technician II
TITLE
4080 Lemon Street, 8" Floor • Riverside, CA 92501 - (951) 955-6740
P.O. Box 1090 • Riverside, CA 92502-1090 • FAX (951) 955-3198