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2017-0233603
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Recorded in Official Records
When Recorded Return to: } County of Riverside Peter Aldana
CITY OF CATHEDRAL CITY } Assessor-County Clerk-Recorder
CITY CLERK r,1 ,�� 'IIII
68700 Avenida Lalo Guerrero }
Cathedral City, CA 92234 } 507 R A Exam: a7 p g'
} Page DA PCOR Misc Long RFD 1st Pg Add Pg Cert CC
SIZE NCOR SMF NCH T: _
NOTICE OF APPROVAL OF
LOT LINE ADJUSTMENT NO. 2017-492
(Government Code Sec. 66412d)
An application for Lot Line Adjustment No. 2017-492, for the adjustment of property lines
between the following described two (2) adjoining parcels, located southerly of East
Palm Canyon Drive, west of Perez Road, was received by the City of Cathedral City from
the following record owner of the said parcels:
Property Description:
Parcels 6 and 7 of Parcel Map 36428, in the City of Cathedral City, County of
Riverside, as shown by map on file in Book 235, Pages 69 through 71, inclusive, of
Parcel Maps, Records of Riverside County, California.
(APN 687-510-049 and 050) (TRA 019-041)
Record Owner of Parcels:
City Urban Revitalization Corporation
A legal description of the two parcels, as adjusted, marked Exhibit"A", is attached hereto
and made a part hereof.
A sketch of the two parcels, as adjusted, marked Exhibit"B", is attached hereto and made
a part hereof.
The said application has been duly reviewed in accordance with the Municipal Code of the
City of Cathedral City, and the parcels as adjusted conform with the City General Plan,
applicable Specific Plans, and the City zoning ordinance.
Lot Line Adjustment No. 2017-492 as described and shown on said Exhibit"A"and Exhibit
"B" is hereby APPROVED, subject to the recordation of a deed or deeds to effectuate the
lot line adjustment within sixty(60)days of the recordation date of this Notice. If this lot line
adjustment is not effectuated within the sixty (60) day period, then this approval shall be
considered null and void.
Development of the adjusted parcels described herein or their further subdivision or
adjustment may require issuance of a permit or permits, or other grants of approval. The
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two adjusted parcels described herein may not be divided or adjusted further without
compliance with the Subdivision Map Act and the provisions of the Cathedral City
Municipal Code.
Dated: � � , 2017
REVIEWED: APPR VED:
John A. Corella, P.E.
City Engineer
City of Cathedral City
Pat Milos,
By: Director of Community Development
David R. Faessel, E 18731 City of Cathedral City
Engineering Division
As delegated by the City Engineer
pursuant to Government Code Sec. 66416.5(c)
ATTEST:
`
a
No 18731 Tracey R. Martinez, CMC
*P Deputy City Clerk
CIv��'E �,��Q City of Cathedral City
cho
Attachment:
Exhibit A: legal descriptions
Exhibit B: sketch
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• SHEET 1 OF 3 SHEETS
EXHIBIT "A"
LOT LINE ADJUSTMENT 17-492
SEC. 32, T.4 S., R.5 E., S.B.M.
PARCEL A
PARCEL 7 AND THAT PORTION OF PARCEL 6 OF PARCEL MAP NUMBER 36428 IN
THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA,
AS SHOWN BY PARCEL MAP FILED FOR RECORD IN BOOK 235 OF MAPS, PAGES
69 THROUGH 71, INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF
SAID COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHERLY MOST CORNER OF SAID PARCEL 7;
THENCE ALONG THE WESTERLY LINE OF SAID PARCEL 6 AND 7, SOUTH 00°12'38"
EAST A DISTANCE OF 442.45 FEET;
THENCE LEAVING SAID WESTERLY LINE AT A RIGHT ANGLE THEREFROM, NORTH
89°47'22" EAST A DISTANCE OF 114.37 FEET TO A LINE PARALLEL WITH AND
257.10 FEET NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE
CENTER LINE OF THE FLOOD CONTROL EASEMENT DESCRIBED IN THE
EASEMENT DEED RECORDED OCTOBER 4, 2012 AS DOCUMENT NUMBER 2012-
0474661 OF OFFICIAL RECORDS OF SAID COUNTY;
THENCE ALONG SAID PARALLEL LINE, SOUTH 72°08'52" EAST A DISTANCE OF
238.53 FEET;
THENCE NORTH 64°00'35" EAST A DISTANCE OF 33.92 FEET TO THE
SOUTHEASTERLY CORNER OF SAID PARCEL 7 AND THE BEGINNING OF A NON-
TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 56.00 FEET,
A RADIAL TO SAID POINT BEARS NORTH 89°4T06" EAST;
THENCE ALONG THE SOUTHEASTERLY RIGHT OF WAY LINE OF SAID PARCEL 7
THE FOLLOWING THREE (3) COURSES:
(1) NORTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 88.26 FEET
THROUGH A CENTRAL ANGLE OF 90°17'54" TO THE BEGINNING OF A
REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 24.00
FEET, A RADIAL TO SAID POINT OF REVERSE CURVE BEARS NORTH
00°05'00" EAST;
(2) THENCE NORTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF
23.36 FEET THROUGH A CENTRAL ANGLE OF 55°46'00";
(3) THENCE NORTH 34°19'00" EAST A DISTANCE OF 16.40 FEET TO THE
EASTERLY MOST CORNER OF SAID PARCEL 7;
SHEET 2 OF 3 SHEETS
THENCE ALONG THE NORTHEASTERLY LINE OF SAID PARCEL 7 THE FOLLOWING
FIVE (5) COURSES:
(1) NORTH 55°41'00" WEST A DISTANCE OF 292.86 FEET;
(2) THENCE NORTH 34°19'00" EAST A DISTANCE OF 89.92 FEET;
(3) THENCE NORTH 56°34'10" WEST A DISTANCE OF 91.88 FEET;
(4) THENCE NORTH 55°4413" WEST A DISTANCE OF 173.69 FEET;
(5) THENCE NORTH 55°41'00" WEST A DISTANCE OF 57.28 FEET TO THE
NORTHERLY MOST CORNER OF SAID PARCEL 7 AND THE POINT OF
BEGINNING;
ABOVE DESCRIBED LOT CONTAINS 2.72 ACRES, MORE OR LESS.
ATTACHED HERETO AND MADE A PART OF THIS LEGAL DESCRIPTION, IS A PLAT
LABELED EXHIBIT "B".
SUBJECT TO ALL COVENANTS, RIGHTS, RIGHTS-OF-WAY AND EASEMENTS OF
RECORD.
PARCEL B
THAT PORTION OF PARCEL 6 OF PARCEL MAP NUMBER 36428 IN THE CITY OF
CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN
BY PARCEL MAP FILED FOR RECORD IN BOOK 235 OF MAPS, PAGES 69
THROUGH 71, INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID
COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHERLY MOST CORNER OF PARCEL 7 OF SAID PARCEL
MAP NUMBER 36428;
THENCE ALONG THE WESTERLY LINE OF SAID PARCEL 6 AND 7, SOUTH 00°12'38"
EAST A DISTANCE OF 442.45 FEET TO THE TRUE POINT OF BEGINNING;
THENCE LEAVING SAID WESTERLY LINE AT A RIGHT ANGLE THEREFROM, NORTH
89°47'22" EAST A DISTANCE OF 114.37 FEET TO A LINE PARALLEL WITH AND
257.10 FEET NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE
CENTER LINE OF THE FLOOD CONTROL EASEMENT DESCRIBED IN THE
EASEMENT DEED RECORDED OCTOBER 4, 2012 AS DOCUMENT NUMBER 2012-
0474661 OF OFFICIAL RECORDS OF SAID COUNTY;
THENCE ALONG SAID PARALLEL LINE, SOUTH 72°08'52" EAST A DISTANCE OF
238.53 FEET;
• • SHEET 3 OF 3 SHEETS
THENCE NORTH 64°00'35" EAST A DISTANCE OF 33.92 FEET TO THE
SOUTHEASTERLY CORNER OF SAID PARCEL 7 AND THE BEGINNING OF A NON-
TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 56.00 FEET,
A RADIAL TO SAID POINT BEARS SOUTH 89°47'06" WEST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 54.22 FEET
THROUGH A CENTRAL ANGLE OF 55°28'22", A RADIAL TO SAID POINT BEARS
SOUTH 34°18'44" WEST TO THE EASTERLY MOST POINT OF SAID PARCEL 6;
THENCE ALONG THE SOUTHEASTERLY LINE OF SAID PARCEL 6, SOUTH 34°19'00"
WEST A DISTANCE OF 511.91 FEET TO THE SOUTHEAST CORNER OF SAID
PARCEL 6;
THENCE ALONG THE SOUTHERLY LINE OF SAID PARCEL 6 THE FOLLOWING
THREE (3) COURSES:
(1) SOUTH 89°49'19" WEST A DISTANCE OF 55.80 FEET;
(2) THENCE NORTH 00°12'38" WEST A DISTANCE OF 19.29 FEET;
(3) THENCE SOUTH 89°49'19" WEST A DISTANCE OF 50.00 FEET TO THE
WESTERLY LINE OF SAID PARCEL 6;
THENCE ALONG THE WESTERLY LINE OF SAID PARCEL 6 NORTH 00°12'38" WEST
A DISTANCE OF 507.74 FEET TO THE TRUE POINT OF BEGINNING.
ABOVE DESCRIBED LOT CONTAINS 3.07 ACRES, MORE OR LESS.
ATTACHED HERETO AND MADE A PART OF THIS LEGAL DESCRIPTION, IS A PLAT
LABELED EXHIBIT "B".
SUBJECT TO ALL COVENANTS, RIGHTS, RIGHTS-OF-WAY AND EASEMENTS OF
RECORD.
THIS DOCUMENT WAS PREPARED BY ��p \AND S(�,Q�
ME OR UNDER MY DIRECTION, «� )-
BASED ON RECORD INFORMATION. °�
PHILLIP K.FOMOTOR
qTNo. 7070
OF CPO
O
PHILLIP K. FOMOTOR, P.L.S.
DATE (D.( "/ ��
PARCEL "A" POINT OF BEGINNING SHEET 1 OF 1 SHEET
PARCEL "B" POINT OF COMMENCEMENT EXHIBIT "B"
470
SEC.32,T4S.,R.5E.,S.B.M.
L.L.A.17-492 LEGEND
EXISTING LOT LINE
;o 49 — — LOT LINE TO BE DELETED
Sri
PER THIS ADJUSTMENT
N • ADJUSTED LOT LINE
(R) RADIAL BEARING
ALL BEARING AND
N PARCEL <8 DISTANCES ARE RECORD OR
o PMB 235/69-71 CAL'C DATA PER PM NO.
z 36428, PMB 235/69-71
lo
v
N
1-\k„. -,......, PARCEL A A,9
N\ 118,549± S.F.(2.72± AC) 4/6', . �e S�F< 8
\ R7• /6,
\\ OO, ���
\,YS,S. 29Q. �o�
\ ' .. 8s. 40\
\ 00 �
,^L=23.36' R=24.00' `
N\x\9, A=55'46'00" ��
i e
\ L=88.26' R=56.00'
L5 \ 0=90'1754" co
\ �v
PARCEL "A" b�2.08 S2"rq, \N
N (DIr. Qom- LINE TABLE
Q
POINT OF BEGINNING 238,53, \ L11 01 LINE LENGTH BEARING
ol
PARCEL B ,b, `� zi L1 55.80' N89'49'19"E
`S89'47'O6"W L2 19.29' NC/12'38"W 0 133,792± S.F.(3.07± AC) L=54.22' R=56.00' (R)
Ili t-55'28'22" \■ L3 50.00' N89'49'19"E
co PARCEL 6 \■ L4 33.92' N64'00'35"E
P PMB 235/69-71 e,)
N �'9 e/ L5 114.37' N89'47'22"E
N ot
c5,', ,�4)/ L6 16.40' N34'19'00"E
7o---- �")/i L7 89.92' N3419'00"E
\ o L8 91.88' N56'34'10"W
\ ' \ — ,.�°5 NORTH L9 173.69' N55'44'13"W
a
o \ N "� M_�_ L10 57.28' N55'41'00"W
to \\ \ 0 100' 200' L11 27.90' N89'47'22"E
EASEMENT \ SCALE 1"=100'
CENTERLINE PER \ \
DOC. N0. \ \ LOT LINE ADJUSTMENT
2012-0474661, REC.
\ \
10/4/2012
\ \
\ ;;;�,ND g THIS DOCUMENT WAS PREPARED
�R BY ME OR UNDER MY DIRECTION,
\ /// - Fob BASED ON RECORD INFORMATION.
PHILLIP K.FOMOTOR
L3 s r �No.7070 :g:2Th
9T -
L1 of cAF PHILLIP K. FOMOTOR L.S. NO. 7070