LLA220044T. 5 S., R. 2 W., SEC. 33
PROJECT: LLA220044
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
DOC # 2023-0095369
04/04/2023 09:11 AM Fees: $0.00
Page 1 of 11
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
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. 220044
THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION
RECORDING REQUESTED BY
RIVERSIDE COUNTY
When recorded, return to:
THIS AREA FOR RECORDER'S USE ONLY
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.
NOTICE OF LOT LINE ADJUSTMENT NO. LLA220044
RECORD OWNERS EXISTING PARCELS (Assessor Parcel Numbers)
DIAMOND VALLEY LLC, A DELAWARE LIMITED LIABILITY COMPANY Parcel D LLA220038
DIAMOND VALLEY LLC, A DELAWARE LIMITED LIABILITY COMPANY 461-750-005 Parcel 5
DIAMOND VALLEY LLC, A DELAWARE LIMITED LIABILITY COMPANY 461-750-01 o Parcel 10
DIAMOND VALLEY LLC, A DELAWARE LIMITED LIABILITY COMPANY 461-750-011 Parcel 11
LEGAL DESCRIPTION OF ADJUSTED PARCELS
See attached Legal Description - Exhibit "A"
SIGNATURE(S) OF RECORDED OWNER(S) LAjustpe Not
Print Name/Title:
Matthew Benbassat, Authorized Signatory.
Signature,
Print Name/Title:
Matthew Benbassat, Authorized Signatory
Si
nature:
Print Name/Title:
Matthew Benbassat Authorized Signatory
Signature
Print Name/Title:
Matthew Benbassat, Authorized Signatory_Si
nature:
RIVERSIDE COUNTY SURVEYOR'S APPROVAL
This document reviewed and approved by Riverside County Surveyor.
BY: —Svoo�,— Date:
NOTARY ACKNOWLEDGEMENT
STATE OF CALIFORNIA
COUNTY OF LOS ANGELES ]
�O SURco
VFr
W
D
�Fxplre�'G� �
TATE OF
A notary public or other officer completing this certificate verifies only
the identity of the individual who signed the document to which this
certificate is attached, and not the truthfulness, accuracy, or validity of
that document
On 3/8/2023 before me, Nicole Stanton Notary Public
(Date) (Name and Title of nf.4.-it,
personally appeared Matthew Senbassa!
(Name(s) of Signer(s))
who proved to me on the basis of satisfactory evidence to be the person(p) whose name(f) is/are subscribed to the within
instrument and acknowledged to me that hel&he-,Ill q executed the same in hish:iw4ie+r authorized capacity(ors), and that by
his/Iris taco signature($) on the instrument the person(), or the entity upon behalf of which the person(!] 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.
WITNESSO,,l and official seal `4''Ny OLEPub STANTON
y� Notary Public - California
c - Los Angeles County
Commission # 2324297
Notary Public v My Comm. Expires Apr g, 2024 —
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. LLA220044
LEGAL DESCRIPTION
PARCEL A:
BEING PORTIONS OF PARCELS 5 AND l I OF PARCEL MAP NO. 36545, AS SHOWN
BY MAP ON FILE IN BOOK 254 OF PARCEL MAPS AT PAGES 72 THROUGH 76, INCLUSIVE
THEREOF, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, TOGETHER WITH A
PORTION OF PARCEL D OF LOT LINE ADJUSTMENT NO. LLA220038, RECORDED
04/03/2023 AS INSTRUMENT NO. 2023-0093924 OFFICIAL RECORDS OF
RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN SECTION 33, TOWNSHIP 5 SOUTH,
RANGE 2 WEST, SAN BERNARDINO MERIDIAN, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF STATE
HIGHWAY 79 (WINCHESTER ROAD, 92.00 FEET IN WESTERLY HALF WIDTH) WITH THE
CENTERLINE OF DOMENIGONI PARKWAY (76.00 FEET IN NORTHERLY HALF WIDTH),
AS SHOWN ON SAID PARCEL MAP;
THENCE NORTH 89038'05" WEST ALONG SAID CENTERLINE OF DOMENIGONI
PARKWAY, A DISTANCE OF 102.99 FEET TO A POINT THEREON;
THENCE LEAVING SAID CENTERLINE NORTH 0021'55" EAST, AT A RIGHT ANGLE,
A DISTANCE OF 76.00 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF
SAID DOMENIGONI PARKWAY;
THENCE NORTH 89038'05" WEST ALONG SAID RIGHT OF WAY LINE, A DISTANCE
OF 386.48 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHERLY,
HAVING A RADIUS OF 2076.19 FEET;
THENCE WESTERLY ALONG SAID RIGHT OF WAY LINE AND ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 2°47'36", AN ARC DISTANCE OF 101.22 FEET, A
RADIAL LINE TO SAID POINT BEARS NORTH 2025'41" WEST, SAID POINT ALSO BEING
THE SOUTHWESTERLY CORNER OF PARCEL 11 OF SAID PARCEL MAP;
THENCE NORTH 003 F55" EAST ALONG THE WESTERLY LINE OF SAID PARCEL 11,
A DISTANCE OF 201.78 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT BEING
THE NORTHEAST CORNER OF PARCEL 12 OF SAID PARCEL MAP;
THENCE NORTH 89028'05" WEST ALONG THE NORTHERLY LINE OF SAID PARCEL
12, A DISTANCE OF 170.71 FEET;
THENCE ALONG THE BOUNDARY OF SAID PARCEL 5 THE FOLLOWING THREE
(3) COURSES AND DISTANCES:
1) NORTH 0031'55" EAST, A DISTANCE OF 217.07 FEET;
Page 1 of 6
2) NORTH 89028'05" WEST, A DISTANCE OF 46.43 FEET;
3) NORTH 0°31'55" EAST, A DISTANCE OF 270.82 FEET TO THE NORTHWEST
CORNER OF SAID PARCEL 5;
THENCE SOUTH 8904704" EAST ALONG THE NORTHERLY LINE OF SAID PARCEL
5 AND ALONG THE NORTHERLY LINE OF SAID PARCEL D, A DISTANCE OF 473.66 FEET
TO THE NORTHEAST CORNER THEREOF;
THENCE ALONG THE BOUNDARY OF SAID PARCEL D THE FOLLOWING THREE
(3) COURSES AND DISTANCES:
1) SOUTH 0°31'55" WEST, A DISTANCE OF 28.23 FEET;
2) NORTH 90°00'00" EAST, A DISTANCE OF 24.40 FEET;
3) SOUTH 0°31'55" WEST, A DISTANCE OF 394.36 FEET TO THE BEGINNING OF A
TANGENT CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 60.00
FEET;
THENCE SOUTHWESTERLY ALONG SAID CURVE, TO THE RIGHT, THROUGH A
CENTRAL ANGLE OF 65008'58", AN ARC DISTANCE OF 68.22 FEET TO THE BEGINNING OF
A COMPOUND CURVE, CONCAVE NORTHERLY, HAVING RADIUS OF 300.00 FEET, A
RADIAL LINE TO SAID POINT BEARS SOUTH 24019'07" EAST;
THENCE SOUTHWESTERLY, WESTERLY AND NORTHWESTERLY ALONG SAID
CURVE, TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 37-17-22", AN ARC DISTANCE
OF 195.25 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 300.00 FEET, A RADIAL LINE TO SAID POINT
BEARS SOUTH 12058'16" WEST;
THENCE NORTHWESTERLY AND WESTERLY ALONG SAID CURVE, TO THE
LEFT, THROUGH A CENTRAL ANGLE OF 10°41'02", AN ARC DISTANCE OF 55.94 FEET TO
THE TRUE POINT OF BEGINNING.
CONTAINING 5.36 ACRES, MORE OR LESS.
PARCEL B:
BEING A PORTION OF PARCEL D OF LOT LINE ADJUSTMENT NO. LLA220038
RECORDED 04/03/2023 AS INSTRUMENT NO. 2023-0093924
RECORDS OF RIVERSIDE COUNTY, TOGETHER WITH PORTIONS OF PARCELS 5 AND 11
OF PARCEL MAP NO. 36545, AS SHOWN BY MAP ON FILE IN BOOK 254 OF PARCEL MAPS
AT PAGES 72 THROUGH 76, INCLUSIVE THEREOF, RECORDS OF RIVERSIDE COUNTY,
CALIFORNIA, LYING WITHIN SECTION 33, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN
BERNARDINO MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
Page 2 of 6
COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF STATE
HIGHWAY 79 (WINCHESTER ROAD, 92.00 FEET IN WESTERLY HALF WIDTH) WITH THE
CENTERLINE OF DOMENIGONI PARKWAY (76.00 FEET IN NORTHERLY HALF WIDTH),
AS SHOWN ON SAID PARCEL MAP;
THENCE NORTH 89038'05" WEST ALONG SAID CENTERLINE OF DOMENIGONI
PARKWAY, A DISTANCE OF 102.99 FEET TO A POINT THEREON;
THENCE LEAVING SAID CENTERLINE NORTH 0021'55" EAST, AT A RIGHT ANGLE,
A DISTANCE OF 76.00 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF
SAID DOMENIGONI PARKWAY;
THENCE NORTH 89038'05" WEST ALONG SAID RIGHT OF WAY LINE, A DISTANCE
OF 386.48 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHERLY,
HAVING A RADIUS OF 2076.19 FEET;
THENCE WESTERLY ALONG SAID RIGHT OF WAY LINE AND ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 2°47'36", AN ARC DISTANCE OF 101.22 FEET, A
RADIAL LINE TO SAID POINT BEARS NORTH 2025-41" WEST, SAID POINT ALSO BEING
THE SOUTHWESTERLY CORNER OF PARCEL 11 OF SAID PARCEL MAP;
THENCE NORTH 0031'55" EAST ALONG THE WESTERLY LINE OF SAID PARCEL 11,
A DISTANCE OF 201.78 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT BEING
THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY, HAVING
A RADIUS OF 300.00 FEET, A RADIAL LINE TO SAID POINT BEARS NORTH 02017' 14" EAST;
THENCE EASTERLY ALONG SAID CURVE, TO THE RIGHT, THROUGH A CENTRAL
OF 10°41'02", AN ARC DISTANCE OF 55.94 FEET TO THE BEGINNING OF A REVERSE
CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 300.00 FEET, A RADIAL
LINE TO SAID POINT BEARS SOUTH 12058'16" WEST;
THENCE SOUTHEASTERLY AND EASTERLY ALONG SAID CURVE, TO THE LEFT,
THROUGH A CENTRAL ANGLE OF 14-22-54", AN ARC DISTANCE OF 75.30 FEET, A RADIAL
LINE TO SAID POINT BEARS SOUTH 1024'38" EAST;
THENCE SOUTH 1024'38" EAST ALONG THE SOUTHERLY PROLONGATION OF
SAID RADIAL LINE, A DISTANCE OF 64.50 FEET TO THE BEGINNING OF A NON -
TANGENT CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 364.50 FEET;
THENCE WESTERLY ALONG SAID CURVE, TO RIGHT, THROUGH A CENTRAL
ANGLE OF 102753", AN ARC DISTANCE OF 9.32 FEET, A RADIAL LINE TO SAID POINT
BEARD SOUTH 0003'15" WEST;
THENCE SOUTH 1034'51" EAST, A DISTANCE OF 120.59 FEET TO THE SOUTHERLY
LINE OF SAID PARCEL 11;
THENCE NORTH 89038'05" WEST ALONG SAID SOUTHERLY LINE, A DISTANCE OF
26.37 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHERLY,
Page 3 of 6
HAVING A RADIUS OF 2076.19 FEET, AN ARC DISTANCE OF 101.22 FEET TO THE
SOUTHWESTERLY CORNER OF SAID PARCEL 11, A RADIAL LINE TO SAID POINT BEARS
NORTH 2025'41" WEST;
THENCE NORTH 0031'55" EAST ALONG THE WESTERLY LINE OF SAID PARCEL 11,
A DISTANCE OF 201.78 FEET TO THE TRUE POINT OF BEGINNING.
CONTAINING 0.56 ACRE, MORE OR LESS
PARCEL C:
BEING A PORTION OF PARCEL D OF LOT LINE ADJUSTMENT NO. LLA220038
RECORDED 04/03/2023 AS INSTRUMENT NO. 2023-0093924
RECORDS OF RIVERSIDE COUNTY, TOGETHER WITH A PORTION OF PARCEL 11 OF
PARCEL MAP NO. 36545, AS SHOWN BY MAP ON FILE IN BOOK 254 OF PARCEL MAPS AT
PAGES 72 THROUGH 76, INCLUSIVE THEREOF, RECORDS OF RIVERSIDE COUNTY,
CALIFORNIA, LYING WITHIN SECTION 33, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN
BERNARDINO MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF STATE
HIGHWAY 79 (WINCHESTER ROAD, 92.00 FEET IN WESTERLY HALF WIDTH) WITH THE
CENTERLINE OF DOMENIGONI PARKWAY (76.00 FEET IN NORTHERLY HALF WIDTH),
AS SHOWN ON SAID PARCEL MAP;
THENCE NORTH 89038'05" WEST ALONG SAID CENTERLINE OF DOMENIGONI
PARKWAY, A DISTANCE OF 102.99 FEET TO A POINT THEREON;
THENCE LEAVING SAID CENTERLINE NORTH 0021-55" EAST, AT A RIGHT ANGLE,
A DISTANCE OF 76.00 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF
SAID DOMENIGONI PARKWAY;
THENCE NORTH 89038'05" WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE,
A DISTANCE OF 243.83 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT ALSO
BEING THE SOUTHEASTERLY CORNER OF SAID PARCEL 11;
THENCE NORTH 0031'55" EAST ALONG THE EASTERLY LINE OF SAID PARCEL 11,
A DISTANCE OF 211.64 FEET TO THE BEGINNING OF A NON -TANGENT CURVE,
CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 300.00 FEET, A RADIAL LINE TO
SAID POINT BEARS SOUTH 23057'11" EAST;
THENCE SOUTHWESTERLY ALONG SAID CURVE, TO THE RIGHT, THROUGH A
CENTRAL ANGLE OF 22032-33", AN ARC DISTANCE OF 118.03 FEET, A RADIAL LINE TO
SAID POINT BEARS SOUTH 1024'38" EAST .-
THENCE SOUTH 1024'38" EAST ALONG THE SOUTHERLY PROLONGATION OF
SAID RADIAL LINE, A DISTANCE OF 64.50 FEET TO THE BEGINNING OF A NON -
TANGENT CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 364.50 FEET;
Page 4 of 6
THENCE WESTERLY ALONG SAID CURVE, TO RIGHT, THROUGH A CENTRAL
ANGLE OF 1°27'53", AN ARC DISTANCE OF 9.32 FEET, A RADIAL LINE TO SAID POINT
BEARD SOUTH 0003' 15" WEST;
THENCE SOUTH 1034'51" EAST, A DISTANCE OF 120.59 FEET TO THE SOUTHERLY
LINE OF SAID PARCEL 11;
THENCE SOUTH 89038'05" EAST ALONG SAID SOUTHERLY LINE, A DISTANCE OF
116.85 FEET TO THE TRUE POINT OF BEGINNING.
CONTAINING 0.52 ACRE, MORE OR LESS.
PARCEL D:
BEING ALL OF PARCEL 10 OF PARCEL MAP NO. 36545, AS SHOWN BY MAP ON
FILE IN BOOK 254 OF PARCEL MAPS AT PAGES 72 THROUGH 76, INCLUSIVE THEREOF,
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA TOGETHER WITH A PORTION OF
PARCEL D OF LOT LINE ADJUSTMENT NO. LLA220038 RECORDED 04/03/2023
AS INSTRUMENT NO. 2023-0093924 RECORDS OF RIVERSIDE COUNTY,
LYING WITHIN SECTION 33, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO
MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF STATE
HIGHWAY 79 (WINCHESTER ROAD, 92.00 FEET IN WESTERLY HALF WIDTH) WITH THE
CENTERLINE OF DOMENIGONI PARKWAY (76.00 FEET IN NORTHERLY HALF WIDTH),
AS SHOWN ON SAID PARCEL MAP;
THENCE NORTH 89038'05" WEST ALONG SAID CENTERLINE OF DOMENIGONI
PARKWAY, A DISTANCE OF 102.99 FEET TO A POINT THEREON;
THENCE LEAVING SAID CENTERLINE NORTH 0021'55" EAST, AT A RIGHT ANGLE,
A DISTANCE OF 76.00 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF
SAID DOMENIGONI PARKWAY FOR THE TRUE POINT OF BEGINNING;
THENCE NORTH 24029'51" EAST, A DISTANCE OF 26.88 FEET TO A POINT ON THE
WESTERLY RIGHT OF WAY OF SAID STATE HIGHWAY 79 (WINCHESTER ROAD), SAID
POINT ALSO BEING ON THE EASTERLY LINE OF SAID PARCEL 10;
THENCE NORTH 0021'54" EAST ALONG SAID RIGHT OF WAY LINE, A DISTANCE
OF 202.72 FEET TO THE NORTHEASTERLY CORNER OF SAID PARCEL 10;
THENCE NORTH 89028'05" WEST ALONG THE NORTHERLY LINE OF SAID
PARCEL 10 AND THE WESTERLY PROLONGATION THEREOF, A DISTANCE OF 231.95
FEET TO A POINT ON A NON -TANGENT CURVE, CONCAVE NORTHWESTERLY, HAVING
A RADIUS OF 60.00 FEET, A RADIAL LINE TO SAID POINT BEARS SOUTH 49003'31" EAST;
Paae 5 of 6
THENCE SOUTHWESTERLY ALONG SAID CURVE, TO THE RIGHT, THROUGH A
CENTRAL ANGLE OF 24044'24", AN ARC DISTANCE OF 25.91 FEET TO THE BEGINNING OF
A COMPOUND CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 300.00
FEET, A RADIAL LINE TO SAID POINT BEARS SOUTH 24019'07" EAST;
THENCE SOUTHWESTERLY ALONG SAID CURVE, TO THE RIGHT, THROUGH A
CENTRAL ANGLE OF 0021'56", AN ARC DISTANCE OF 1.91 FEET TO THE NORTHWEST
CORNER OF SAID PARCEL 10, A RADIAL LINE TO SAID POINT BEARS SOUTH 23057'l1"
EAST;
THENCE SOUTH 0031'55" WEST ALONG THE WESTERLY LINE OF SAID PARCEL
10, A DISTANCE OF 211.64 FEET TO A POINT ON SAID NORTHERLY RIGHT OF WAY LINE
OF DOMENIGONI PARKWAY;
THENCE SOUTH 89038'05" EAST ALONG SAID NORTHERLY RIGHT OF WAY LINE,
A DISTANCE OF 243.83 FEET TO THE TRUE POINT OF BEGINNING.
CONTAINING 1.32 ACRES, MORE OR LESS.
SEE PLAT ATTACHED HERETO AS EXHIBIT `B" AND MADE A PART HEREOF.
PREPARED UNDER MY SUPERVISION
�D LAND SG
03/07/2023 =
IAS RDERY, L.S 29 Date '�°°fiA
0
Prepared By: LB J No. L 9329
Checked B
P
qr£ OF CALIF
Page 6 of 6
EXHIBIT "B'p MAP
LOT LINE ADJUSTMENT NO. 220044
�.� 140.52' � 333.14'
S89'47 04' E 473.66' f
S00'31'55"W 28.23'J
c N90'00'00"E 24.40'
Cl �o
N N PARCEL D
LLA #LLA220038
N REC. 04/03/2023
z PM NO. 36545 f o INST. #2023-0093924
PM 254/72-76 z
OLD LOT LINE i
PARCEL 5 N89•28'05"W NO BUILDINGS 1 '
ON SITE
61.14' co
N89'28'05"W 46.43' I tr
PARCEL A 0)
5.36 AC.f '
Lo f I
w SEE DETAIL'AN
ON SHEET 2 N
�2 11
0' r I S89'28'05"E
Lo 0 35.41'
C)SA9,
,a
o SO'31'55"W 67.54'
Z TPOB co
NEW LOT��J
PAR A r r,q OLD LOT INE
LINE kr
r�N89'28'05"W 170.71'f
- N-- -- TPOB _ - -- - ----S1'24'38"E(R)
I
W
E
S
1 " = 100,
100 0 100
-� PAR B
LLA #LLA220038
I
LA NU S
U } A O
�p
PAR C Or CALL''❑" 1
LLA #LLA220038
0=65'08'58"
R=60.00'
L=68.22'
� N89'28'05"W 13.69'
1 218.26'
S89'28'05"E 231.95'
-S66'02'49"W 39.44'
1 PAR
B
oo•o3
s15"w(�) '
— 64.5Q
OLD LOT LINE
PARCEL 12
PARCEL B `-
PARCEL C
� I
PARCEL D
w
0.56 AC.fw
0.52 AC.f04
71
2 1.32 AC. f
PARCEL o
Ln 0=1'27'53"
w
��
Lo
PARCEL10
PRIVATE ROAD EASEMENT
CD,.I-
11
0 36450' R=.
c�
,�, I
S24'29'51 "W 26.88'- ,
PER PM 36545,
Z
N
- L=9.32'
6.37--'
z TPOB PAR D _
PM 254/72-76. _
—
EW r
- --
J N89'38'05"W
386.48'
Q DRAINAGE EASEMENT PER
PM 36545, PM 254/72-76.
�.Z.
S
`p-2'47'36"-•
116.85'
143.22'
w
243.83'
POC C/L INTERSECTION
r
INDICATES RESTRICTED
� 1
R=2076.19'
L=101.22'
TPOB
PAR C
ILo
0
i g
DOMENIGONI PKWY &
ACCESS.
SEC. 33, T5S, R2W h4
�n
N;
C/L DOMENIGONI PARKWAY--,i
N
z
WINCHESTER RD.
PAR A, B, C & D
z
—
__
_
N89'38'05"W 102.99'
L B E R T A.
JrCrM
COUNTY OF RIVERSIDE
A S S 0 C I A T E S I H:\2022\22-0096\Drawings\Mapping\Legals & Plats\LLA2\22-0096—LLA2.dwg
THIS PLAT IS SOLELY AN AID IN LOCATING THE PARCEL(S) IN THE ATTACHED DOCUMENT. W.O.
ALL PRIMARY CALLS ARE LOCATED IN THE WRITTEN DOCUMENT. SHEET 1 OF 2 122-0096
D WN BY I - -Z
SCALE: 1 "=100` 1CHKD BY J,A DATE 03-07-231 SUBJECT: LOT LINE ADJUSTMENT NO. LLA220044
EXHIBIT "B" MAP
LOT LINE ADJUSTMENT NO. LLA220044
THE PROPOSED LOT LINE WILL NOT
LATERALLY INTERSECT A GRADED
MANUFACTURED SLOPE.
LEA SEME"vTS
1 PRIVATE ROAD EASEMENT
PEP PM 36545, PM 254/72--•76.
DRAINAGE EASEMENT PER
J PM 36545, PM 254172-76.
NO DRAINAGE FROM THE TRIBUTARY
AREA ABOVE A MANUFACTURED SLOPE EASEMENT RECORDED 12/23/2003 AS
SLOPE WILL SHEET FLOW OVER THE INS-. #03-998482, O.R..AND EASEMEN-T" FOR
SLOPE FACE. SLOPE RECORDED 5%17/ 2004 AS INST, #04-
0367183 & RE —RECORDED 4/26,/05 INST.
#05--0325322, O.R.
OLD LOT LINE
l�
PARCEL
ty) l�
N89'28'05"W 170.71' /� OLD LOT
-� - -�-_-_____ /� LINE
-- -k___ I / R=30410.
2' - / R=300.00'
0❑
Lp I
A A=24'44'24"
R=60.00'
L=25.91'
A=0'21'56" _
R=300.00' 1 �1
L=55.94�� / p=14'22'54°
-
r L-
75.30 p=31'32'S�R�4 $� 118A3
_ A-22'32'33" 1
~p=36'55'27" L~00;3L=19�25
w o p=37'17'22" R=300-
SEE DETAIL 'B' -------- --__--
N NEW LOT LINE -
BELOW `� PARCEL B
2 I
PARCEL C I
DETAIL 'A'
NOT TO SCALE
--.N; N
�.r
�o LAN1) s � PARCEL A
_� ,gvlN G�` TPOB
`'� °F PAR A a r ��p E
c .4 r A=10'41'02"
U, r R=300.00'
N0. L 9329 _ L=55.94' 4=34 254]" NO'31 55"E 0.14' .� Ra S
� ! 473 48,
PARCEL i TPOB 4-2 24 "48.45.
OF CAL►FQ 12 i PAR B
Of Zi DETAIL '6".�8 PARCEL B
SEC. 33, T5S, R2W, SBM NOT TO SCALE
A L B E R T A.
COUNTY OF RIVERSIDE
A S S 0 C I A T E S I H:\2022\22-0096\Drawings\Mapping\Legals & Plats\LLA2\22-0096—LLA2.dwg
THIS PLAT IS SOLELY AN AID IN LOCATING THE PARCEL(S) IN THE ATTACHED DOCUMENT. W.O.
ALL PRIMARY CALLS ARE LOCATED IN THE WRITTEN DOCUMENT. SHEET 2 OF Z 22---0096
SCALE: N;'A DRWN BY - DATE -- SUBJECT: LOT LINE ADJUSTMENT NO. LLA220044 CHKD BY JA DATE 03-07-23
or Rt{r
J�r
* r
i
Mark Lancaster
Director of Transportation
:OUNTY OF RIVERSIDE
TRANSPORTATIONAND
LAND MANAGEMENT AGENCY
Transportation Department
Case Number: LLA220044
Riverside County Surveyor's Office
SIGNATURE
Paulette Izaguirre
PRINTED NAME
Engineering Aide
TITLE
Date: 04/03/2023
Mojahed Salama, P.E.
Deputy for Transportation/Capital Projects
Richard Lantis, P.L.S.
Deputy for Transportation/Planning and
Development
Riverside County Surveyor's Office
Attest:
SIGNATURE
Robert Williams
PRINTED NAME
Senior Engineering Tech
TITLE
4080 Lemon Street, 8" Floor • Riverside, CA 92501 • (951) 955-6740
P.O. Box 1090 • Riverside, CA 92502-1090 • FAX (951) 955-3198