HomeMy WebLinkAbout20020 - RESOLUTIONS - 4/4/2001 9.,C&6ot,&6eeC Y-rz-Od
RESOLUTION NO. 20020
OF THE CITY COUNCIL OF THE CITY OF PALM
SPRINGS, CALIFORNIA, VACATING AND ABANDONING
ALL OF ITS RIGHT, TITLE AND INTEREST IN PORTIONS
OF THE RIGHT-OF-WAY DEDICATED FOR THE PUBLIC
STREET NAMED FARRELL DRIVE, IN SECTION 12,
TOWNSHIP 4 SOUTH, RANGE 4 EAST; FILE R-00-003.
WHEREAS, the City Council of the City of Palm Springs, California, is authorized by
Chapter 3, Part 3, Division 9 of the Streets and Highways Code of the State of California,
to vacate and close to public use streets, or parts of streets, within the limits of the City;
and
WHEREAS, on March 7, 2001, the City Council did adopt Resolution No. 19996 declaring
its intention to vacate and close to public use those portions of the right-of-way dedicated
for the public street named Farrell Drive, and the City Council did post notice as required
by the statute, and did hold its public hearings as required by the statute; and
WHEREAS, Farrell Drive has been realigned to facilitate expansion of the Palm Springs
International Airport and Farrell Drive will continue to remain open to the public, and as
such, the right-of-way vacation is consistent with the Circulation Element of the City's
General Plan; and
WHEREAS, the City Council has considered all evidence submitted concerning the
portions of right-of-way dedicated for the public street named Farrell Drive, being the
vacated areas identified as Parcels 1 through 8, inclusive, as described and shown on
Exhibits "A", "B", "C", "D", "E", "I'", "G", "H", "I", "J", "K", "L", "M", "N", "O", and "P", attached
hereto and made a part hereof, and the need therefor for present and prospective public
road purposes.
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Palm Springs, as
follows:
Section 1. That the City Council does hereby find that the aforesaid portions
of public roadway are unnecessary for present or prospective public
use.
Section 2. That, subject to Section 3, the City Council does hereby vacate and
abandon all the City's right, title and interest in those portions of
right-of-way dedicated for the public street named Farrell Drive, as
the vacated areas are identified as Parcels 1 through 8, inclusive,
as described and shown on Exhibits "A", "B", "C", "D", "E", "F", "G",
"H", "I", "J", "K", "L", "M", "N", "O", and "P", a public street within the
City of Palm Springs, County of Riverside, State of California.
Section 3. That the City of Palm Springs reserves and excepts from Parcel 8
of the foregoing vacation an easement to Southern California Gas
Company to operate and maintain pipelines and conduits for the
transportation of gas, energy, communications, petroleum products
and other substances, over, under, through, and along the
easement described and shown on Exhibit "Q" and "R" attached
hereto and made a part hereof.
sG
Resolution 20020
Page 2
Section 4. That the City Clerk is hereby directed to cause a certified copy of '
this Resolution, attested by her under the seal of the City, to be
recorded in the Office of the County Recorder of Riverside County.
ADOPTED this Grh day of April , 2001.
AYES: Members Hodges, Jones, Oden, Reller-Spurgin and Mayor Kleindienst
NOES: None
ABSENT: None
ATTEST:
\\ CITY OF PALM SPRINGS, CALIFORNIA
By
City C elk' - ' City Mana e
REVIEWED AND ADOPTED AS TO FORM: ULV
1
Resolution 20020
Page 3
OLD FARRELL DRIVE
RIGHT-OF-WAY
PARCELI
PARCEL2
PARCEL3
NEW FARRELL DRIVE
RIGHT-OF-WAY
PARCEL4
PARCEL5
•\ SCALE 1" = 200'
PARCEL2 `\
PARCEL7 \
NEW FARRELL DRIVE
1_ \ RIGHT-OF-WAY
PARCEL6
IPA C \ \
EXISTING FARRELL D IVE
RIGHT-OF-W
of PALM sq APPROVED BY:
z CITY OF PALM SPRINGS
ENGINEERING DEPARTMENT
G(IFcc�� DAVID J. BARMAN, P.E. — CITY ENGINEER
RCE 28931, EXP. 3/31/03
' DESIGN BY: SCALE: FILE NO.:
FARRELL DRIVE RELOCATION MLF 1" = 200' R-00-03
EXCESS RIGHT-OF-WAY VACATION
OVERALL EXHIBIT CHECKED BY: DWG. NO.: SHEET NO.:
DJB 1 1 OF 1
�G3
Resolution 20020
Page 4
EXHIBIT "A"
PARCELI '
BEING A PORTION OF LOT "A" OF PARCEL MAP 8779, AS RECORDED IN BOOK 58, PAGE
89 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER, RIVERSIDE COUNTY,
CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF PARCEL 4 OF SAID PARCEL MAP;
THENCE SOUTH 89'46'24" WEST, A DISTANCE OF 19.00 FEET ALONG THE NORTHERLY
LINE OF SAID LOT "A" TO A POINT LYING ON THE WESTERLY LINE OF SAID LOT "A";
THENCE ALONG SAID WESTERLY LINE, SOUTH 00-09'15" WEST, A DISTANCE OF 155.35
FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE SOUTHERLY AND
HAVING A RADIUS OF 430.00 FEET; A RADIAL BEARING PASSING THROUGH SAID POINT
BEARS NORTH 05'24'27" WEST;
THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
02'32'20",A DISTANCE OF 19.06 FEETTO A POINT LYING ON THE EASTERLY LINE OF SAID
LOT "A'
THENCE ALONG SAID EASTERLY LINE, NORTH 00-09'15" EAST, A DISTANCE OF 154.05
FEET TO THE POINT OF BEGINNING.
1
�OfESS1rA
" G28
* EXP
�l�r OF V,J�.1
Resolution 20020
Page 5
EXHIBIT " B "
PARCEL 1
e�09
v�o�0yo
Q l e^
w C'�
SCALE 1" = 60' M1 0 S�9iO
b Z
Z /19 �j,9
N
7-
RESEARCH DRIVE
� Z
1
ESS
�aP 0 J. Bggq��yc
* No. C-28931
Exp.0331-03
DELTA/BEARING 1 RADIUS 1 LENGTH TANGENT ST9T C 1 1� �P
1 _ S89'46'24"W_ _ 1 19.00 O
d2 I Z32'20" 430.00 19.06 9.53 F cc
of pALM sq APPROVED BY:
z CITY OF PALM SPRINGS
* . ENGINEERING DEPARTMENT
��<1Fc1��r• DAVID J. BARMAN, P.E. - CITY ENGINEER
RCE 28931, EXP. 3/31/03
' DESIGN BY: SCALE., FILE NO.
FARRELL DRIVE RELOCATION MLF 1" = 60' R-00-03
RIGHT—OF—WAY VACATION CHECKED BY DWG. NO.: SHEET NO.
PARCEL 1
DJB 1 1 OF 1
�Gs-
Resolution 20020
Page 6
EXHIBIT "C
PARCEL2 '
BEING A PORTION OF PARCEL MAP 8779, AS RECORDED IN BOOK 58, PAGE 89 OF
PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER, RIVERSIDE COUNTY,
CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
THE 15.00 FEET WIDE SIDEWALK EASEMENT ADJACENT TO THE WESTERLY LINES OF
PARCEL 1, PARCEL 2, PARCEL 3 AND PARCEL 4 OF SAID PARCEL MAP.
Z y4/.I
Q�,gFES310,�
o C•28931
EX?3Ilig( v?�
CiV1
1
ire
Resolution 20020
Page 7
EXHIBIT " D "
' PARCEL 2
q
\\ SIDEWALK EASEMENT 9�C,Cn
A
RESEARCH DRIVE
.O
C'
/69 �j>9
�1
15' WIDE q
SIDEWALK EASEMENT, qq
SCALE 1" = 120' \ 9
ESS
F�
\ /
No. C-28931
\ Exp.0331-03
`rT,gT C/V 1\-
SIDEWALK EASEMENT TO BE VACATED SHOWN THUS �� F OF Cpu
,
aE PALM 9q APPROVED BY:
CITY OF PALM SPRINGS �
ENGINEERING DEPARTMENT Y//Z
°q<1E \r• DAVID J. BARAKIAN, P.E. - CITY ENGINEER
RCE 28931, EXP. 3/31/03
' DESIGN BY: SCALE: FILE NO.:
FARRELL DRIVE RELOCATION MLF 1" = 120' R-00-03
RIGHT-OF-WAY VACATION CHECKED BY: DWG. NO.: SHEET NO.:
PARCEL 2 DAB 1 1 OF 1
SG 7
Resolution 20020
Page 8
EXHIBIT "E" ,
PARCEL 3
BEING A PORTION OF LOT "B" OF PARCEL MAP 8779, AS RECORDED IN BOOK 58, PAGE
89 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER, RIVERSIDE COUNTY,
CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF PARCEL 4 OF SAID PARCEL MAP;
THENCE SOUTH 00*09'15" WEST, A DISTANCE OF 133.46 FEET ALONG THE WESTERLY
LINE OF SAID PARCEL 4 TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 00'09'15" WEST, A DISTANCE, OF 20.59 FEET TO THE
BEGINNING OF NON-TANGENT CURVE, CONCAVE SOUTHERLYAND HAVING RADIUS
OF 430.00 FEET; A RADIAL BEARING PASSING THROUGH SAID POINT BEARS NORTH
02'52'07" WEST;
THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
02-38-17", A DISTANCE OF 19.80 FEET;
THENCE TANGENT TO SAID CURVE, NORTH 89'46'10" EAST, A DISTANCE OF 0.35 FEET
TO THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHEASTERLY AND HAVING A
RADIUS OF 20.00 FEET;
THENCE WESTERLY, NORTHWESTERLY AND NORTHERLY ALONG THE ARC OF SAID 1
CURVE THROUGH A CENTRAL ANGLE OF 90'23'05", A DISTANCE OF 31.55 FEET TO THE
TRUE POINT OF BEGINNING.
4p
�0F c1�1.
O � 0
Resolution 20020
Page 9
00.
EXHIBIT IF
PARCEL 3
QQS��o,
�GOOy�
QO' 0
m N O QC'
O O
N
Z
O
� 0 2 �� A
r N W
DETAIL F c<)
a
iv SCALE 1" = 15' o o n
e 9
SEE DETAIL
7-
/0 RESEARCH DRIVE
\ 3 SCALE 1" = 60'
,
1 ESS
J. BgR,1�i FZ
/ DELTA/BEARING RADIUS LENGTH TANGENT * No. C-28931
1 2'38'17" 430.00 19.80 9.90 Exp.03531-03
N89'46'10"E 0.35 `rT,9T C I V 1\-�
90'23'05" 20.00 31.55 20.13 F OF CF+s
OF PALM Sq APPROVED BY:
Z CITY OF PALM SPRINGS /Y7�
ENGINEERING DEPARTMENT
DAVID J. BARAKIAN, P.E. - CITY ENGINEER
RCE 28931, EXP. 3/31/03
DESIGN BY: SCALE. FILE NO.:
FARRELL DRIVE RELOCATION MLF 1" = 60' R-00-03
RIGHT-OF-WAY VACATION CHECKED BY: DWG. NO.: SHEET NO.:
PARCEL 3 DJB 1 1 OF 1
SGI
Resolution 20020
Page 10
EXHIBIT "G" ,
PARCEL4
BEING A PORTION OF LOT "B" OF PARCEL MAP 8779, AS RECORDED IN BOOK 58, PAGE
89 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER, RIVERSIDE COUNTY,
CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF PARCEL 3 OF SAID PARCEL MAP;
THENCE NORTH 00'09'15" EAST, A DISTANCE OF 130.14 FEET ALONG THE WESTERLY
LINE OF SAID PARCEL 3 TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING ALONG THE EXTENSION OF SAID WESTERLY LINE, NORTH
00'0915" EAST, A DISTANCE OF 19.31 FEET TO THE BEGINNING OF A NON-TANGENT
CURVE, CONCAVE SOUTHERLY AND HAVING A RADIUS OF 370.00 FEET; A RADIAL
BEARING PASSING THROUGH SAID POINT BEARS NORTH 03'21'33" WEST;
THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
03'03'47", A DISTANCE OF 19.78 FEET TO A POINT OF CUSP WITH A CURVE, CONCAVE
SOUTHEASTERLY AND HAVING A RADIUS OF 20.00 FEET; A RADIAL BEARING PASSING
THROUGH SAID POINT BEARS NORTH 00'13'50" WEST;
THENCE WESTERLY, SOUTHWESTERLY AND SOUTHERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 89'36'55", A DISTANCE OF 31.28 FEET TO THE '
TRUE POINT OF BEGINNING.
RUESSlp
C 28931
�k EXP
01VI� �!
OF CA1�F0�
$G/b
Resolution 20020
Page 11
EXHIBIT " H "
' PARCEL 4
3 3
RESEARCH DRIVE M
0 zz
z
SEE DETAIL w
AO �
B O O
1 W z
N p 0
\ o o A DETAIL
���1 SCALE 1" = 20'
�1 0 f `) AOB
9
\ S q
�9 F<
J
\ SCALE 1" = 80'
\ \,tOFESSIgyq�
J. BAA+q�i Fy
rrC�yh QP 9y c
3
* No. C-28931
/ I DELTA/BEARING RADIUS LENGTH TANGENT Exp.0331-03
1 3'03'47" 370.00 19.78 9.89 'rT O I V 1 , �P
89'36'55" 1 20.00 1 31.28 19.87 qTF OF
OF PALM sA APPROVED BY:
z CITY OF PALM SPRINGS
ENGINEERING DEPARTMENTDAVID
G[IEa RCE 28. BA EXPAN, P.E. 3 CITY ENGINEER
' DESIGN BY: SCALE: RILE NO.:
FARRELL DRIVE RELOCATION MLF 1" = 80' R-00-03
RIGHT—OF—WAY VACATION CHECKED BY: DWG. NO.: SHEET NO.:
PARCEL 4 DAB 1 1 OF 1
C. ,/
Resolution 20020
Page 12
EXHIBIT "I" '
PARCEL 5
BEING A PORTION OF LOT "A" OF PARCEL MAP 8779, AS RECORDED IN BOOK 58, PAGE
89 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER, RIVERSIDE COUNTY,
CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF PARCEL 3 OF SAID PARCEL MAP;
THENCE NORTH 00'09'15"EAST,A DISTANCE OF 149.45 FEETALONG THE EASTERLY LINE
OF SAID LOT"A"TOTHE BEGINNING OFA NON-TANGENTCURV'E, CONCAVE SOUTHERLY
AND HAVING A RADIUS OF 370.00 FEET; SAID POINT BEING THE TRUE POINT OF
BEGINNING;A RADIAL BEARING PASSING THROUGH SAID POINT BEARS NORTH 03'21'33"
WEST;
THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
02'57'14", A DISTANCE OF 19.07 FEET TO A POINT LYING ON THE WESTERLY LINE OF
SAID LOT "A";
THENCE SOUTH 00*09-15" WEST, A DISTANCE OF 249.47 FEET ALONG SAID WESTERLY
LINE TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE NORTHEASTERLY AND
HAVING A RADIUS OF 806.00 FEET; A RADIAL BEARING PASSING THROUGH SAID POINT
BEARS SOUTH 70'13'00" WEST;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 03'42'33", A DISTANCE OF 52.18 FEET TO A POINT LYING ON THE EASTERLY
LINE OF SAID LOT "A", SAID POINT BEING A POINT OF CUSP WITH A CURVE, CONCAVE
EASTERLY AND HAVING A RADIUS OF 456.00 FEET; A RADIAL BEARING PASSING
THROUGH SAID POINT BEARS SOUTH 87'51'19" WEST;
THENCE NORTHERLYALONG SAID EASTERLY LINE AND ALONG THE ARC OF SAIDCURVE
THROUGH A CENTRAL ANGLE OF 02'17'56", A DISTANCE OF '18.30 FEET;
THENCE ALONG SAID EASTERLY LINE TANGENT TO SAID CURVE, NORTH 00'09'15"EAST,
A DISTANCE OF 281.28 FEET TO THE TRUE POINT OF BEGINNING.
�E8 3
Resolution 20020
Page 13
EXHIBIT " J"
PARCEL 5
tSEARCH DRIVE
9
S q
s '�o
e9 FC
J
w
0. S,p`3.p0
SCALE 1" = 80'
0. 56635�,9�
al�
�,vOFESSIa„
3. 13ARH�/ Fy
N Or �Z c
Z
* No. C-28931
DELI BEARING I RADIUS I LENGTH TANGENT E.P.03-31-03
1 2'57'14' 370.00 19.07 9.54 `rT,9 C 1 V
3'42'33' 806.00 52.18 26.10 rf OF Cpd3
3 2'17'56" 1 456.00 1 18.30 9.15
of PALM sA APPROVED BY:
z CITY OF PALM SPRINGS
ENGINEERING DEPARTMENT 2tl26 C,
C9�IFGk��P DAV1D J. BARAKIAN, P.E. - CITY ENGINEER
RCE 28931, EXP. 3/31/03
DESIGN BY: SCALE: FILE NO.:
FARRELL DRIVE RELOCATION MLF 1" = 80' R-00-03
RIGHT—OF—WAY VACATION CHECKED BY: DWG. NO.: SHEET NO.:
PARCEL 5
DJB 1 1 OF 1
? Co-/ 3
Resolution 20020
Page 14
EXHIBIT "K" '
PARCEL6
BEING A PORTION OF PARCEL MAP 15814, AS RECORDED IN BOOK 83, PAGE 62 OF
PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER, RIVERSIDE COUNTY,
CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LOT "A"
4 ��of Essro,�
c C-28931
EXP 3 a?
�f��OF CA��� !
Resolution 20020
Pae 15
EXHIBIT " L"
' PARCEL 6
\
9,p \
\ \SIDEWA
\ n)C Q \\
\
10 1s
0LOT "A"
COMPUTER WAY
i
1 �tOFESSKu,,
r�0 \0 J. BARq,f F
SCALE 1" = 120' C�Q �yyc
No�-28931
EKp.0331-03
SIDEWALK EASEMENT TO BE VACATED SHOWN THUS ST'9TE-C1V1� �P
OF
CpU�
o pALM sA APPROVED BY:
i CITY OF PALM SPRINGS
ENGINEERING DEPARTMENT
G�1Fa�� DAVID J. BARAKIAN, P.E. - CITY ENGINEER
RCE 28931, EXP. 3/31/03.
' DESIGN BY. SCALE:, FILE NO.:
FARRELL DRIVE RELOCATION MLF 1" = 120' R-00-03
RIGHT-OF-WAY VACATION CHECKED BY: DWG. NO.: SHEET NO.:
PARCEL 6 DAB 1 Q1 OF 1
O /.S
Resolution 20020
Page 16
EXHIBIT "M" '
PARCEL ?
BEING A PORTION OF TRACT MAP 10736, AS RECORDED IN E3O0K 96, PAGES 90-92 OF
TRACT MAPS IN THE OFFICE OF THE COUNTY RECORDER, RIVERSIDE COUNTY,
CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LOT "I"
�y�pfESSID,
zz
C•28931
* EXP331o3
�l9TFOF CA1.�E�Q��
$CAL
Resolution 20020
Page 17
EXHIBIT " N "
PARCEL 7
LOT "I" \
1� LOT 11 \
SCALE 1" = 120'
i
/ O
Q TRACT MA 10736 COMV���R—
GF� MB 96/�0-92
p\LOFESSIO/y�
4��OJ\0 3. BA& FZ 1
_h OP 9Z c I
—28931
E+cp.0331-03
`P7,9r Cl V 1 t.
f OF Cps\FOB'
RIGHT—OF—WAY TO BE VACATED SHOWN THUS
of PALM 9q APPROVED BY:
CITY OF PALM SPRINGS
ENGINEERING DEPARTMENT %G ✓� � ��I
DAMD J. BARAKIAN, P.E. — CITY ENGINEER
RCE 28931, EXP. 3/31/03
DESIGN BY: SCALE, FILE NO.:
FARRELL DRIVE RELOCATION MLF 1" = 120' R-00-03
RIGHT—OF—WAY VACATION CHECKED BY: DWG. NO.: SHEET NO.:
PARCEL 7 DJB 1 1 OF 1
1? G17
Resolution 20020
Page 18
EXHIBIT "O" ,
PARCEL8
BEING A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 12, TOWNSHIP 4 SOUTH, RANGE 4 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF LOT 3 OF TRACT MAP NO. 10736 AS
RECORDED I•N BOOK 96, PAGES 90-92 OF TRACT MAPS IN THE OFFICE OF THE COUNTY
RECORDER, RIVERSIDE COUNTY,CALIFORNIA,SAID POINT LYING ON A CURVE CONCAVE
SOUTHWESTERLY AND HAVING A RADIUS OF 456.00 FEET; A RADIAL BEARING PASSING
.THROUGH SAID POINT BEARS NORTH 75'46'25" EAST;
THENCE NORTHWESTERLY ALONG THE EASTERLY LINE OF SAID LOT 3 THROUGH A
CENTRAL ANGLE OF 03'13'18" A DISTANCE OF 25.64 FEET TO THE TRUE POINT OF
BEGINNING;
THENCE CONTINUING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE
OF 31'57'36"A DISTANCE OF 254.36 FEET TO A POINT LYING ON THE EASTERLY LINE OF
LOT 1 OF SAID TRACT MAP NO. 10736;
THENCE NORTH 49'24'29"WEST,TANGENT TO SAID CURVE A,ND ALONG SAID EASTERLY
LINE, A DISTANCE OF 14.68 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE
NORTHEASTERLY AND HAVING A RADIUS OF 544.00 FEET;
THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 26'24'10"A DISTANCE OF 250.68 FEET TO A POINT LYING ON A NON-TANGENT
LINE, SAID LINE BEING THE WESTERLY LINE OF SAID SOUTHEAST QUARTER; A RADIAL
BEARING PASSING THROUGH SAID POINT BEARS SOUTH 66'59'41" WEST;
THENCE ALONG SAID WESTERLY LINE, NORTH 00'11'49" EAST, A DISTANCE OF 54.25
FEET TO THE BEGINNING OFA NON-TANGENT CURVE CONCAVE NORTHEASTERLY AND
HAVING A RADIUS OF 525.00 FEET; A RADIAL BEARING PASSING THROUGH SAID POINT
BEARS SOUTH 72'26'40" WEST;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 31'51'09" A DISTANCE OF 291.86 FEET;
THENCE SOUTH 49'24'29" EAST, TANGENT TO SAID CURVE A DISTANCE OF 14.68 FEET
TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A
RADIUS OF 475.00 FEET;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 13'20'00"A DISTANCE OF 110.54 FEET TO THE BEGINNING OF A NON-TANGENT
CURVE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 806.00 FEET; A RADIAL
BEARING PASSING THROUGH SAID POINT BEARS NORTH 65'37'36" EAST;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 06'55'31" A DISTANCE OF 97.42 FEET;
Resolution 20020
Page 19
' THENCE SOUTH 17'26-53" EAST, TANGENT TO SAID CURVE A DISTANCE OF 54.53 FEET
TO THE TRUE POINT OF BEGINNING.
]�24�•I
C• 8831 z
EXP 3 f
10l��OF CAl\EO��!
Resolution 20020
Page 20
EXHIBIT " P "
PARCEL 8
/ DELTA BEARING RADIUS LENGTH TANGENT
1 3113'18' 456.00 25.64 12.82
2 31'57'36* 456.00 254.36 130.55
3 N49'24'29"W 14.68
4 26'24'10" 544.00 250.68 124.45
5 NGO'11'49"E 54.25
$666g q1w 7 5 31'511;O9i 8 525.00 291.886 149.81
8 13'20'00" 475.00 110.54 55.52
9 6'S5'31"' 806.00 97.42 48.77
517'26'53"E 54.53
(507-490-021)
LOT 1
(507-490-020) �65
SCALE 1" = 80'
yT p
9C� LOT 2
A (507-490-002)
,96, 9A
IQ
013
LOT 3 c got a
* W SE
Q p.0�,46 25E
No. C-28931 Wl
Exp.0331-03
sI CI V1\, �P
9TF � CpJFo�
°, PALM sq APPROVED BY:
P CITY OF PALM SPRINGS ^/
ENGINEERING DEPARTMENT y24��i
* * DAVID J. BARAKIAN, P.E. - CITY ENGINEER
RCE 28931, EXP, 3/31/03.
DESIGN BY: SCALE:, FILE NO.:
FARRELL DRIVE RELOCATION MI_F 1" = 80' R-00-03
RIGHT—OF—WAY VACATION CHECKED BY: DWG. NO.: SHEET NO.:
PARCEL 8 DJ8 1 1 OF 1
g :c' Qo
Resolution 20020
Page 21
EXHIBIT "Q"
' GASLINE EASEMENT
BEING A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 12, TOWNSHIP 4 SOUTH, RANGE 4 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH CORNER OF LOT 2 OF TRACT MAP NO. 10736 AS
RECORDED IN BOOK 96, PAGES 90-92 OF TRACT MAPS IN THE OFFICE OF THE COUNTY
RECORDER, RIVERSIDE COUNTY,CALIFORNIA,SAID POINT LYING ON A CURVE CONCAVE
SOUTHWESTERLY AND HAVING A RADIUS OF 456.00 FEET; A RADIAL BEARING PASSING
THROUGH SAID POINT BEARS NORTH 44'21'41" EAST;
THENCE ALONG THE PROLONGATION OF THE NORTHWESTERLY LINE OF SAID LOT 2,
NORTH 44'21'41" EAST, A DISTANCE OF 13.00 FEET TO A POINT ON A NON-TANGENT
CURVE,CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 469.00 FEET,SAID POINT
BEING THE POINT OF BEGINNING; A RADIAL BEARING PASSING THROUGH SAID POINT
BEARS NORTH 44'21'41" EAST;
THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, CONCENTRIC WITH THE
NORTHEASTERLY LINE OF LOT 1 OF SAID TRACT MAP NO. 10736, THROUGH A CENTRAL
ANGLE OF 1'34'18", A DISTANCE OF 12.86 FEET TO A POINT ON A NON-TANGENT LINE; A
RADIAL BEARING PASSING THROUGH SAID POINT BEARS NORTH 42'27'23" EAST;
' THENCE ALONG THE PROLONGATION OF SAID RADIAL, NORTH 42'27'23" EAST, A
DISTANCE OF 10.00 FEET TO A POINT ON A NON-TANGENT CURVE, CONCAVE
SOUTHWESTERLY AND HAVING A RADIUS OF 479.00 FEET; A RADIAL BEARING PASSING
THROUGH SAID POINT BEARS NORTH 42'27'23" EAST;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, CONCENTRIC WITH THE
NORTHEASTERLY LINES OF SAID LOT 1 AND LOT 2, THROUGH A CENTRAL ANGLE OF
8'54'12",A DISTANCE OF 74.43 FEET TO A POINT ON A NON-TANGENT CURVE, CONCAVE
SOUTHWESTERLY AND HAVING A RADIUS OF 806.00 FEET; A RADIAL BEARING PASSING
THROUGH SAID POINT BEARS NORTH 64'16'30" EAST;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 3'35'52", A DISTANCE OF 50.61 FEET TO A POINT OF CUSP WITH A CURVE,
CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 469.00 FEET;A RADIAL BEARING
PASSING THROUGH SAID POINT BEARS NORTH 57'41'32" EAST;
THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, CONCENTRIC WITH THE
NORTHEASTERLY LINE OF SAID LOT 2, THROUGH A CENTRAL ANGLE OF 13'19'51", A
DISTANCE OF 109.12 FEET TO THE POINT OF BEGINNING.
3(I e
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G 28981 y=
8' G � /
Resolution 20020
Pave 2
EXHIBIT " R "
NEW PROPERTY UNE
OLD PROPERTY UNE
N
n
N
SCALE 1" = 40'
P.O.B.
N4 V41-E(R)
P.O.C. N. COR LOT 2 (D 4O
'JV' O N442T41'E (R)
T
6f9q
0
\9 ,V16 N6416'30'E R
2 �r
JJ
0O•
0
T�
A-n // N5T41'32'E R
7n C� `o V ,Q --1
00 170:
\,0 �6
p(LOFESS/pv,. // EASETAENT SHOWN THUS
Or
DELTA 'EARIWG RADIUS LENGTH TANGENT
1 N44'21'41"E 13.00
* No. C-28931 * 1'34'18" 469.00 12.00 6E29
Exp.03-31-03 N42'47'23"E_ 10.00
`rT C I V V- _ec�� 4 8'54'12" 479.00 74.43 3Of CPy 5 3'35'52" 806.00 50.61 213-19'51" 469.00 109.12 5
APPROVED BY:
of PALM so
CITY OF PALM SPRINGS
ENGINEERING DEPARTMENT _ o%
DAVID J. BARMAN, P.E. — CITY ENGIN ER
°H<1Fc � RCE 2,8931• EXP. 3/31/03 i 0)
DESIGN BY: SCALE: FILE NO.:
FARRELL DRIVE RELOCATION MLF 1° = 40' R-00-0
RIGHT-OF-WAY VACATION CHECKED BY: DWG. NO.: SHEET NO.:
GASLINE EASEMENT DJB 1 1 OF 1
8' C,a �