HomeMy WebLinkAboutRecorded Doc 2016-357 2016-357 Za( b
2016-0446820
10/12/2016 01:32 PM Fee: $ 0.00
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When Recorded Return to: } Recorded in Official Records
County of Riverside
CITY OF CATHEDRAL CITY } Peter Aldaounty Clerk-Recorder
CITY CLERK 68700 Avenida Lalo Guerrero } III 1F4 neameiwifriliol
Cathedral City, CA 92234 }
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NOTICE OF APPROVAL OF
LOT LINE ADJUSTMENT NO. 2016-487
(Government Code Sec. 66412d)
An application for Lot Line Adjustment No. 2016-487, for the adjustment of property lines
between the following described three (3) adjoining parcels, located southerly of Varner
Road, westerly of Bob Hope Drive, was received by the City of Cathedral City from the
following record owners of the said parcels:
Parcels 2, 3 and 4 of Parcel Map No. 30491, in the City of Cathedral City, County
of Riverside, State of California, as per map filed in Book 219, at Pages 84 through
90, inclusive, of Parcel Maps, in the office of the County Recorder of Riverside
County, California. (APN 670-240-011, 013, 014 and 015).
Record Owner: CMT Hope Crossing, LLC, a California Limited Liability Company,
and CTC Hope Crossing, LLC, a California Limited Liability Company, as tenants
in common.
A legal description of the three parcels, as adjusted, marked Exhibit"A", is attached hereto
and made a part hereof.
A sketch of the three 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. 2016-487 as described and shown on said Exhibit"A"and Exhibit
"B" is hereby APPROVED, subject to the recordation of a deed or deeds between the
record owners to effectuate the lot line adjustment within thirty(30)days of the recordation
date of this Notice. If this lot line adjustment is not effectuated within the thirty (30) 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
1
three 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: Cfabr'r // , 201_6
REVIEWED: APPROVED:
John A. Corella, P.E.
City Engineer �,
City of Cathedral City � 41
Pat Milos,
By: l^ ��-�� 10 !o -aa Director of Community Development
David R. Faess , R E 18731 City of Cathedral City
Engineering Division
As delegated by the City Engineer
pursuant to Government Code Sec. 66416.5(c)
Ate;
11`14
-i I:
ATTEST:
o No. 18731 ..t Tracey R. rtinez, CMC
$ Deputy City Clerk
Cwt∎- .;c• City of Cathedral City
of MO
Attachment:
Exhibit A: legal descriptions
Exhibit B: sketch
2
EXHIBIT "A"
LOT LINE ADJUSTMENT
LEGAL DESCRIPTION
LLA 2016-487
PARCEL "A":
IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA,
THOSE PORTIONS OF PARCEL 2 AND PARCEL 3 OF PARCEL MAP NO. 30491, AS
SHOWN BY MAP ON FILE IN BOOK 219, AT PAGES 84 THROUGH 90, INCLUSIVE, OF
PARCEL MAPS, RIVERSIDE COUNTY RECORDS, LOCATED IN SECTION 13, TOWNSHIP
4 SOUTH, RANGE 5 EAST, SAN BERNARDINO MERIDIAN, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID PARCEL 2;
THENCE NORTH 48°2T59" WEST, ALONG THE NORTHEASTERLY LINE OF SAID
PARCEL 2, SAID LINE ALSO BEING THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF
VARNER ROAD A DISTANCE OF 1257.19 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID NORTHEASTERLY LINES OF SAID PARCEL 2 AND
PARCEL 3 AND THE SOUTHWESTERLY RIGHT-OF-WAY LINE NORTH 48°27'59"WEST, A
DISTANCE OF 1,255.07 FEET;
THENCE LEAVING SAID NORTHEASTERLY LINE AND RIGHT-OF-WAY LINE SOUTH
41°32'01" WEST, A DISTANCE OF 240.58 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 600.00 FEET;
THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 96°06'00", AN ARC DISTANCE OF 1,006.36 FEET;
THENCE SOUTH 54°33'59" EAST, A DISTANCE OF 278.93 FEET TO THE BEGINNING OF
A TANGENT CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1,000.00
FEET;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 11°28'42", AN ARC DISTANCE OF 200.33 FEET TO THE BEGINNING OF A
REVERSE CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 1,000.00 FEET
A RADIAL LINE TO SAID POINT BEARS NORTH 23°5719" EAST;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 11°28'42", AN ARC DISTANCE OF 200.33 FEET;
THENCE NORTH 35°26'01" EAST, A DISTANCE OF 729.60 FEET TO THE TRUE POINT OF
BEGINNING;
SUBJECT TO EXISTING EASEMENTS, COVENANTS, AND RIGHTS-OF-WAY OF
RECORD.
CONTAINING 980,649 SQUARE FEET OR 22.513 ACRES
PAGE 1 OF 2
EXHIBIT "A"
LOT LINE ADJUSTMENT
LEGAL DESCRIPTION
LLA 2016-487
AS DEPICTED ON EXHIBIT "B" ATTACHED HERETO AND BY THIS REFERENCE MADE A
PART HEREOF.
PREPARED BY OR UNDER THE DIRECTION OF:
/ 7(13‘41-
O
z - • -4 CHARLES R. HARRIS
CHARLES R. HARRIS P.L.S. 4989
EXP. 12/31/2017 No. 4989
DATED: /O/.0 -4c/1
4145
OF CA"
PAGE 2 OF 2
EXHIBIT "A"
LOT LINE ADJUSTMENT
LEGAL DESCRIPTION
LLA 2016-487
PARCEL "B":
IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA,
THAT PORTION OF PARCEL 2 OF PARCEL MAP NO. 30491, AS SHOWN BY MAP ON FILE
IN BOOK 219, AT PAGES 84 THROUGH 90, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, LOCATED IN SECTION 13, TOWNSHIP 4 SOUTH, RANGE 5 EAST,
SAN BERNARDINO MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID PARCEL 2;
THENCE SOUTH 41°32'01" WEST ALONG THE SOUTHEASTERLY LINE OF SAID PARCEL
2 A DISTANCE OF 318.03 FEET TO THE BEGINNING OF A NON-TANGENT CURVE,
CONCAVE NORTHERLY, HAVING A RADIUS OF 500.00 FEET, A RADIAL LINE TO SAID
POINT BEARS SOUTH 33°26'19" EAST;
THENCE WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE
OF 68°52'20", AN ARC DISTANCE OF 601.02 FEET;
THENCE NORTH 54°33'59" WEST, A DISTANCE OF 351.89 FEET TO THE BEGINNING OF
A TANGENT CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1,000.00
FEET;
THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 11°28'42", AN ARC DISTANCE OF 200.33 FEET TO THE BEGINNING OF A
REVERSE CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 1,000.00 FEET
A RADIAL LINE TO SAID POINT BEARS NORTH 46°54'43" EAST;
THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 11°28'42", AN ARC DISTANCE OF 200.33 FEET;
THENCE NORTH 35°26'01" EAST, A DISTANCE OF 729.60 FEET TO A POINT ON THE
NORTHEASTERLY LINE OF SAID PARCEL 2 SAID LINE ALSO BEING THE
SOUTHWESTERLY RIGHT-OF-WAY LINE OF VARNER ROAD;
THENCE ALONG THE NORTHEASTERLY LINE AND SOUTHWESTERLY RIGHT-OF-WAY
LINE SOUTH 48°27'59" EAST, A DISTANCE OF 1,257.19 FEET TO THE POINT OF
BEGINNING;
SUBJECT TO EXISTING EASEMENTS, COVENANTS, AND RIGHTS-OF-WAY OF
RECORD.
CONTAINING 813,539 SQUARE FEET OR 18.676 ACRES
PAGE 1 OF 2
EXHIBIT "A"
LOT LINE ADJUSTMENT
LEGAL DESCRIPTION
LLA 2016-487
AS DEPICTED ON EXHIBIT "B" ATTACHED HERETO AND BY THIS REFERENCE MADE A
PART HEREOF.
PREPARED BY OR UNDER THE DIRECTION OF:
D
at,‘ •
/"CHMLESRHAR \RIS
CHARLES R. HARRIS P.L.S. 4989
EXP. 12/31/2017 4989 DATED: j� s �7‘ CitS,
PAGE 2 OF 2
EXHIBIT "A"
LOT LINE ADJUSTMENT
LEGAL DESCRIPTION
LLA 2016-487
PARCEL "C":
IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA,
PARCEL 4 TOGETHER WITH PORTIONS OF PARCEL 2 AND PARCEL 3 OF PARCEL MAP
NO. 30491, AS SHOWN BY MAP ON FILE IN BOOK 219, AT PAGES 84 THROUGH 90,
INCLUSIVE, OF PARCEL MAPS, RIVERSIDE COUNTY RECORDS, LOCATED IN SECTION
13, TOWNSHIP 4 SOUTH, RANGE 5 EAST, SAN BERNARDINO MERIDIAN, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID PARCEL 2;
THENCE SOUTH 41°32'01" WEST, ALONG THE SOUTHEASTERLY LINE OF SAID
PARCEL 2 A DISTANCE OF 318.03 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID SOUTHEASTERLY LINE SOUTH 41°32'01" WEST, A
DISTANCE OF 931.60 FEET TO THE MOST EASTERLY SOUTHEAST CORNER OF SAID
PARCEL 2;
THENCE LEAVING SAID SOUTHEASTERLY LINE NORTH 73°15'54" WEST, ALONG THE
SOUTHWESTERLY LINE OF SAID PARCEL 2, A DISTANCE OF 10.75 FEET TO AN ANGLE
POINT ON SAID SOUTHWESTERLY LINE;
THENCE NORTH 54°33'59" WEST, ALONG THE SOUTHWESTERLY LINES OF SAID
PARCELS 2, 3 AND 4 A DISTANCE OF 4,150.00 FEET TO THE SOUTHWEST CORNER OF
SAID PARCEL 4, SAID POINT ALSO BEING ON THE WESTERLY LINE OF SAID SECTION
13;
THENCE NORTH 00°28'59" WEST ALONG THE WESTERLY LINES OF SAID PARCEL 4
AND SAID SECTION 13, A DISTANCE OF 500.56 FEET TO THE NORTHWEST CORNER
OF SAID PARCEL 4 AND SAID SECTION 13;
THENCE NORTH 89°12'32" EAST ALONG THE NORTHERLY LINES OF SAID PARCEL 4
AND SAID SECTION 13, A DISTANCE OF 1,965.22 FEET TO THE NORTHEAST CORNER
OF SAID PARCEL 4, ALSO BEING A POINT ON THE SOUTHWESTERLY RIGHT OF WAY
LINE OF VARNER ROAD;
THENCE SOUTH 48°27'59" EAST ALONG THE NORTHEASTERLY LINES OF SAID
PARCEL 4 AND PARCEL 3, AND SAID SOUTHWESTERLY RIGHT OF WAY LINE, A
DISTANCE OF 506.04 FEET;
THENCE LEAVING SAID NORTHEASTERLY LINE OF PARCEL 4, SOUTH 41°32'01"WEST,
A DISTANCE OF 240.58 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE
EASTERLY, HAVING A RADIUS OF 600.00 FEET;
THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 96°06'00", AN ARC DISTANCE OF 1,006.36 FEET;
PAGE 1 OF 2
EXHIBIT "A"
LOT LINE ADJUSTMENT
LEGAL DESCRIPTION
LLA 2016-487
THENCE SOUTH 54°33'59" EAST, A DISTANCE OF 278.93 FEET TO THE BEGINNING OF
A TANGENT CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1,000.00
FEET;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 11°28'42", AN ARC DISTANCE OF 200.33 FEET TO THE BEGINNING OF A
REVERSE CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 1,000.00 FEET
A RADIAL LINE TO SAID POINT BEARS NORTH 23°57'16" EAST;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 22°5724", AN ARC DISTANCE OF 400.67 FEET TO THE BEGINNING OF A
REVERSE CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1,000.00 FEET
A RADIAL LINE TO SAID POINT BEARS NORTH 46°54'43" EAST;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 11°28'42", AN ARC DISTANCE OF 200.33 FEET;
THENCE SOUTH 54°33'59" EAST, A DISTANCE OF 351.89 FEET TO THE BEGINNING OF
A TANGENT CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 500.00 FEET;
THENCE EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE
OF 68°52'20", AN ARC DISTANCE OF 601.02 FEET TO THE TRUE POINT OF BEGINNING;
SUBJECT TO EXISTING EASEMENTS, COVENANTS, AND RIGHTS-OF-WAY OF
RECORD.
CONTAINING 3,847,422 SQUARE FEET OR 88.325 ACRES
AS DEPICTED ON EXHIBIT "B" ATTACHED HERETO AND BY THIS REFERENCE MADE A
PART HEREOF.
PREPARED BY OR UNDER THE DIRECTION OF:
" (HARLES R. FIATS ^
CHARLES R. HARRIS P.L.S. 4989 5�
EXP. 12/31/2017 o. 49a9 ,
DATED: / Sq
PAGE 2 OF 2
N PAR. 'C' //1
N'LY LINE \ x/29,8 PAR. 2 �,.-�ro�0
OF SEC. 13 \\ 9) L8) °�`��`b
11 12 N 89'12'32" E 1965.22' NE'LY R/W LINE �� QN.-
14 13 N'LY LINE-----4' (92.45')45') `SO f 1
SW COR. OF PARCEL 4 <> s0�/
,� PAR. 4 �1� �\ MOST E'LY SE
J PARCEL MAP NO. 30491 ^� ti, \ COR. PAR. 2
PMB PARCEL 4 90 %� �� N DETAIL 'A'
o� r/
APN 670-270-015 ` .y0 Siy,Os ,_ 4, NOT TO SCALE
EXISTING LOT LINE , r,. t\b` 4- .9/J �s R��
/,TO BE ADJUSTED ^� �� 'Qi�y O� S `,�
N °�A<r9�68 .��%��, �P�`�%`�^� i0,� /tip ` \9�'�q
\ \ F< g ry0o �QP�G Qom S7�`Z 9. �F \o;9p'l
N.
�, \ \`ci r PARCEL •C' /g- 61/2. �,�N �° '
w \ \ ti 88.325 AC. �'2 v 4� >
Jci SR;,% , /S NEW ADJUSTED c. A ? ,99 1� °5b`
N S` `�Ss9,SB LOT LINE .1 c3 9 Z/N 3 0 \Aq\ 176'0 II / Aq�/ S��� . 60"
\cl QQ. ; LZ+Z C'j '9C' oy
3
\
6,;;... qjON A til,4A < T.P.0.8. ,5' 41•
\
\ '9TH. s To'sT/�o�'�F do PAR. "C" co c
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*-0;41.:RAND. p \�06 \ �4989 • •
* SEE DETAIL •A MOST E'LY SE
�� ABOVE COR. PAR. 2
OF CO� (—) INDICATES RECORD
DATA PER PMB 219/84-90.
-® FOR EXISTING EASEMENTS SEE PARCEL MAP
DATED: /OA—Ad
NO. 30491, PMB 219/84-90.
SEE SHEET 2 FOR LINE AND CURVE TABLES
MSA CONSULTING, INC.
LEGEND PLANNING • CIVIL ENGINEERING
EXISTING LOT LINE TO BE ADJUSTED LAND SURVEYING
EXISTING LOT LINE TO REMAIN
NEW ADJUSTED LOT LINE .......... J.N. 1954
LOT LINE ADJUSTMENT 2016-487 SCALE: 1"=600'
Date:
10/04/2016
MSA Consulting, Inc. Sheet: 1 of 2 sheets
DIVISION of TRAFFIC & DEVELOPMENT checkedy: CE RH
/ \ \\�
\
\\
rn NE'LY LINE
PARCEL 3 r/Qs S \+
Mo sos9 0,„ 6..��99ti�
I I J \9s 9
Z co _, o^ v SW'LY R/W LINE '\ �� .®.
�w N OF VARNER ROAD 0 1..
II
a rnU I
a N e: o \o.
a co PARCEL •A• � `\ Ap
J CO
L.) a CL 22.513 AC. / C5
ix Q / T.P.O.B.
a PAR. "A" ` NE'LY R/W LINE
<2 ,...,9' / p°` 2` OF VARNER ROAD
v r> S)
NEW ADJUSTED / NEW ADJUSTED `,' '/9.�\
LOT LINE Cg LOT LINE •9
N 23'57'19" E C3 �J ,,,,,_\ P.O.C.
N 46'54'43" E \ PAR. "A" &
/ Cf C,D R NE'LY LINE PAR. "C"
/ Aq OF PARCEL 2 \ P.O.B.
EXISTING LOT LINE ,p • • PAR. "B"
TO BE ADJUSTED /09‘ C) PARCEL E
PARCEL •C MA 2 18.676 AC. T.P.O.B. N
• • -4A 4,o PAR. "C" p� \
88.325 AC. ti 6�' p,4/0. 3 g S 3'26'19" E 4,r\ NE COR.
0, s',\90 O�'97 C6 �° PAR. 2 \cY
CURVE DATA o .,ti
NO. DELTA RADIUS LENGTH
01j 4, ^�ODi
C1 22'57'24" 1000.00' 400.67' LOT LINE Co�O p 00
C2 11.28'42" 1000.00' 200.33' ,y.,. `1' p• , �'4j•
C3 11'28'42" 1000.00' 200.33' °b a _ ?Z D` O _
C4 11.28'42" 1000.00' 200.33' — `� P O �
C5 96'06'00" 600.00' 1006.36' / 4(1'` G �A
C6 68'52'20" 500.00' 601.02' /` wig V' 0
C7 1128'42" 1000.00' 200.33' QC'Q4' Q O^
C8 05'43'22" 500.00' 49.94', 'RN'. Q�
L
LEGEND P
INE DATA
EXISTING LOT LINE TO BE ADJUSTED
NO. BEARING LENGTH EXISTING LOT LINE TO REMAIN
L1 N 35'26'01" E 729.60' NEW ADJUSTED LOT LINE
L2 N 54.33'59" W 278.93'
L3 N 41'32'01" E _240.58' MSA CONSULTING, INC.
L4 N 54'33'59" W 351.89' PLANNING • CIVIL ENGINEERING
L5 N 00'28'59" W 500.56' LAND SURVEYING
L6 N 41'32'32" E 1168.48'
L7 N 35'49'10" E 174.59'
L8 N 73.15'54" W 10.75' J.N. 1954
LOT LINE ADJUSTMENT 2016-487 SCALE: 1"=400'
Date:
10/04/2016
MSA Consulting, Inc. Sheet: 2 of 2 sheets
DIVISION of TRAFFIC & DEVELOPMENT Drawn
n y: AE
C