HomeMy WebLinkAbout19996 - RESOLUTIONS - 3/7/2001 RESOLUTION NO. 19996
OF THE CITY COUNCIL OF THE CITY OF PALM
SPRINGS, CALIFORNIA, DECLARING ITS INTENTION TO
VACATE ITS RIGHT, TITLE AND INTERESTS 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 the
Public Streets, Highways and Service Easements Vacation Law, 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 said City; and
WHEREAS,the City Council intends to vacate and close to public use portions of the right-
of-way dedicated for the public street named Farrell Drive, in Section 12, Township 4
South, Range 4 East, a street within the City of Palm Springs, County of Riverside, State
of California.
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 signify and declare its intention
to vacate Parcels 1 through 8, inclusive, as described in and shown
on Exhibits "A" "B" "C "D" "E" "F" "G "H" "I" "J" "K" "L" "M"
"N", "O", and "P", attached hereto and made a part hereof.
Section 2. That the City Engineer is to hereby conspicuously post notices of
this street vacation along the line of those portions of Farrell Drive
proposed to be vacated at not more than 300 foot intervals, but not
less than 3 in all on said portion of street. Such notices shall state
the passage of this Resolution of Intention, and the time and place
of hearing all persons interested in, or objecting to, this proposed
vacation.
Section 3. On the 41h day of April, 2001, at the hour of 7:00 P.M., in City
Council Chambers located at 3200 E. Tahquitz Canyon Way, Palm
Springs, California, hereby fixed as the time and place of hearing
any and all persons interested in or objecting to the proposed street
vacation, said time being not less than 15 days from the date of
adoption of this Resolution.
Section 4. That the City Clerk be, and hereby is, directed to cause this
Resolution of Intention to be published in a manner prescribed by
Section 8322 of the Streets and Highways Code.
ADOPTED this 7th day of March , 2001.
Res. 19996
Page 2, 3-7-01
AYES: Councilmembers Hodges, Jones, Oden, Reller-Spurgin and Mayor Kleindieust'
NOES: None
ABSENT: None
ATTEST: CITY OF PALM SPRINGS, CALIFORNIA
BYC2Ez
City Clerk City Manager ` a
REVIEWED AND ADOPTED AS TO FORM: /-"L_
U
Res. 19996
Page 3, 3-7-01
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 FEETTOA 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.
��tOf�SSfa�
y
�
* EXp �
'fly CIV1�
lFOF&`-' '` r
5� 3
Res. 19996
Pa e 4 3-7-01
EXHIBIT " B "
PARCEL 1
QP 09
�.h0
q•
*
O Q lz
SCALE 1" = 60' N o
z l
o � �
Z �9
� N
RESEARCH DRIVE
� Z
ESS
BAoy Fi
* No. C-28931
Exp.033"3
DELT BEARING RADIUS LENGTH TANGENT STgT C I v 1��p �P
1 S89-46'24"W 1 19.00 f OF CPli`
2 Z152 zu I 430.00 1 19.06 9.63
APPROVED BY:
of FILM sA
CITY OF PALM SPRINGS �
ENGINEERING DEPARTMENT
DAVID J. BARAKIAN, P E. - CITY ENGINEER
<IFcm��e RCE 213931, EXP. 3/31/03
DESIGN BY. SCALE: FILE NO.:
FARRELL DRIVE RELOCATION NILIF 1" = 60' R-00-0
RIGHT—OF—WAY VACATION CHEC[CED BY: DWG. NO.: SHEET NO.:
PARCEL 1 D,JB 1 1 OF 1
.s� y
Res. 19996
Page 5, 3-7-01
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.
24/•,I
Q�Essio,� ,
c C 28931
* EXP 31%( v7
�� df CAL����!
Res. 19996
Page 6, 3-7-01
EXHIBIT " D "
PARCEL 2WIDE
'
q
\ SIX
EASEMENT 9�CC�
` R
RESEARCH DRIVE
C'VIP
i�9 j,9
\ 15' W1D q
SIDEWALK EASEMEN '9,p
SCALE 11-" 120'
F
J.. BA� Rq
* No. C-28931
Exp.0331-03
'•� 'rl,9T C I V 1�. ���P
SIDEWALK EASEMENT TO BE VACATED SHOWN THUS �� f OF
of PALM 9q APPROVED BY:
i CITY OF PALM SPRINGS
ENGINEERING DEPARTMENT �� ZI ��1
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. Na: SHEET NO.:
PARCEL 2
DJE: 1 1 OF 1
5
Res. 19996
Page 7, 3-7-01
' 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 A NON-TANGENT CURVE, CONCAVE SOUTHERLY AND HAVING A 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
CURVE THROUGH A CENTRAL ANGLE OF 90'23'05", A DISTANCE OF 31.55 FEET TO THE
TRUE POINT OF BEGINNING.
1Z
q 8811��
dr EXP__1Cf!I� �
CiY1 �
�OF CR
1 ,
,rig
Res. 19996
P
EXHIBIT " F"
PARCEL 3 pia.
per.y0
w p Al
in Q �
of O Q
0 0
O �
O
Z
'� z 9p O
H DETAIL �
SCALp 5'N
o o n
z
8
pe IQ
e
\ SEE DETAIL
T
�o�� RESEARCH DRIVE
" SCALE 1" = 60'
1 pF`oFESSXw.
BAR�,fi
DELI BEARING I RADIUS LENGTH TANGENT * No. C-28931
1 Z38'17" 430.00 19.80 9.90 E.P.03.31-03
N89'46'10"E 1 0.35 `fT,9re C 1 V 1L,cp��`P
90'23'05" 1 20.00 31.55 20.13 OF CPS`
of PALM Sq APPROVED BY:
ti z CITY OF PALM SPRINGS
ENGINEERING DEPARTMENT
*C4[1FGR�'1�P* DAV1D J. BARMAN, P.E. - CITY ENGINEER
RCE 28931, EXP. 3/31/03
DESIGN BY: SCALE: FILE NO.:
I
FARRELL DRIVE RELOCATION MLF 1" = 60' R-00-03
RIGHT—OF—WAY VACATION CHECKED BY: DWG. NO.: SHEET NO.:
PARCEL 3 DJ13 1 1 OF 1
� 4 �
Res. 19996
Page 9, 3-7-01
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
00-09-15" 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.
PROFESS/0
C 8//9931
* EXP1J1
sr civi,
q�OF CMY\
5 � q
Res. 19996
EXHIBIT " H "
PARCEL 4
02 0
_ M C 0
- n a in
n h
RESEARCH DRIVE o
Z
12
SEE DETAIL w
M
'0
W 0
Z
N O
T1 0 '9 SCALE 1
DETAIL 20'
�c QO
Z e
lT1
o S
m Aoc /S9 �j
9
die•p
A
\ 9 F
J
\ SCALE 80'
\ \ ESS
*; No. C-28931
/ DELT BEARING RADIUS LENGTH TANGENT Exv,03,31-03
1 3'03'4T 370.00 19.78 9.89 Sp C I V 0, �P
89'36'55' 1 20.00 31.28 1 19.87 ATF CF
of PALM sq APPROVED BY: Z4 c
z CITY OF PALM SPRINGS _
ENGINEERING DEPARTMENT
* DAMD J. BARMAN, P.E. - CITY ENGINEER
�<1FCR�'1�P RCE 28931, EXP. 3/31/03
DESIGN BY: SCALE: FILE NO.:
FARRELL DRIVE RELOCATION MLF 1" = 80' R-00-0.
RIGHT-OF-WAY VACATION CHECKED BY: DWG. NO.: SHEET NO.:
PARCEL 4 OJB 1 1 OF 1
5 r3 /b
Res. 19996
Page 11, 3-7-01
' EXHIBIT "I"
PARCEL5
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"TO THE BEGINNING OFA NON-TANGENT CURVE, 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 SAID CURVE
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.
plp t 3
5 �41 i
Bes. 19996
Page 12, 3-7-01
EXHIBIT " J"
PARCEL 5
\ RESEARCH DRIVE
Oa
I N N VN
Ip � n S�9i0
S'�q
e '�c
S9 F
ft (�
SCALE 1" = 80'
F 56 T5>>9
ftl�
�tOFE55Ky�,.
\D J. BAR
�f- F
* No. C-28931
/ DELT BEARING RADIUS LENGTH TANGENT Exp.0331-03
1 3'4Z'33' 806.00 52.708 26.10 sTgTf �Q= C1�FQ�t��P
3 2"1756' 456.00 18.30 9.15
of PALM 3,a APPROVED BY:
z CITY OF PALM SPRINGS �� /
ENGINEERING DEPARTMENT �( of
*cHtiF��r• 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
Res. 19996
Page 13, 3-7-01
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"
�4nfEssro,�
c C•28931
EXP 3 a p
Res. 19996
EXHIBIT " L"
PARCEL 6 ,
\\ \5D\ESIDEWALK
A
y \
F( �i\
LOT "A"
COMPUTER WAY
PSVOFESSIq
FO O J. BA&4 F
4� PJ\ �7 �c
SCALE 1" = 120'
* No.
F
Eap.0331-03
`sT CIV0- C��P
SIDEWALK EASEMENT TO BE VACATED SHOWN THUS qrF OF
APPROVED BY:
of PALM sp
P CITY OF PALM SPRINGS � —
ENGINEERING DEPARTMENT uaX
*��C 1F��t• DAND J. BARAKIAN, P.E — CITY ENGINEER
RCE 28931. EXP. 3/31/03
DESIGN BY. SCALF: FILE NO:
FARRELL DRIVE RELOCATION MLF 1" = 120' R-00-03
RIGHT—OF-WAY VACATION CHECKED BY: DWG. NO.: SHEET NO.:
PARCEL 6 DJB 1 1 OF 1
Res. 19996
Page 15, 3-7-01
' EXHIBIT "M" ,
PARCEL7
BEING A PORTION OF TRACT MAP 10736, AS RECORDED IN BOOK 96, PAGES 90-92 OF
TRACT MAPS IN THE OFFICE OF THE COUNTY RECORDER, RIVERSIDE COUNTY,
CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LOT "I"
Q�OFESS/
C•28931
�p331o3
sly OF CA1���Q�!
5�ls'
Res. 19996
Page 16, 3-7-01
EXHIBIT " N "
PARCEL 7
LOT "I"
1\
LOT 11
SCALE 1" = 120'
Q TRACT MA 10736 V C j
G
MB 96/ 0-92
1
I 1
�OFFSS/0� \
\� J. Bq/Yq�
* No. C-28931
Fxp.0331-03
S'P OIV1�. �P
qrP OF G.UFck�
RIGHT—OF—WAY TO BE VACATED SHOWN THUS
APPROVED BY:
of PALM sq
CITY OF PALM SPRINGS
ENGINEERING DEPARTMENT
*�� IFG��f• DAVID J. BARMAN. P.E. — CITY ENGINEER
RCE 28931, EXP. 3/31/03
DESIGN BY: SCALE: FILE NO.:
FARRELL DRIVE RELOCATION MLF 1" = 120' R-00-0
RIGHT—OF—WAY VACATION CHECKED BY: DWG. NO.: SHEET NO.:
PARCEL 7 DJB 1 1 OFF 111
� IV I�
Res. 19996
Page 17, 3-7-01
' 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 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 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 AND 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
FEETTO 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 FEETTO THE BEGINNING OFA 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;
y ��7
Res. 19996
Page 18, 3-7-01
THENCE SOUTH 17'26-53" EAST, TANGENT TO SAID CURVE A DISTANCE OF 54.53 FEET '
TO THE TRUE POINT OF BEGINNING. ./2k[l�
4r�OFESSip,r�
o C 8931 z
EXP 3 f
ol
OF CA�������
J � �
Res. 19996
Page 19 3-7-01
EXHIBIT " P "
5T2•Zfi 40 W l,R� PARCEL 8
DELTA GEARING RADIUS LENGTH TANGENT
1 3'13'18" 456.00 25.64 12.82
2 31'57.36' 456.00 254.36 130.58
3 N49'24'29"W 14.68
4 26'24'10' 544.00 250.68 124.45
N0011'49"E 54.25
555 g9 7 S 91'24.29"E 525.00 14.686 149.81
e
I 113'20'00` 475.00 110.54 55.52
9 6.55'31" BO6.00 97.42 48.77
517'26'53"E 54.53
(507-490-021)
LOT 1
(507-490-020)
SCALE 1" = 80'
T,p p2
9OT LOT 2
•� (507-490-002)
FESSbn,.. /90\9 >i>'6,
BARq•f F,
opo 9y " t.ep.e•
LOT 3 a
* * (507-490-003) O p.O Gh6 2 EO R
5
No. C-28931 N�5
Exp.09-31-03
CIVT1-
F OF CALIF
of PALM 9q APPROVED BY:
i CITY OF PALM SPRINGS
ENGINEERING DEPARTMENT 24 0
cq�1Fa��r• DAVID J. BARAKIAN, P.E. - CITY ENGINEER
RCE 28931, EXP. 3/31/03,
' DESIGN BY: SCALEy FILE NO.:
FARRELL DRIVE RELOCATION MLF 1" = 80' R-00-03
RIGHT—OF—WAY VACATION CHECKED BY. DWG. NO.: SHEET NO.:
PARCEL 8 DJB 1 1 OF 1
'Fib14
Res. 19996
OLD FARRELL DRIVE
RIGHT-OF-WAY
PARCEL' '
PARCEL2
PARCEL3
NEW FARRELL DRIVE
RIGHT-OF-WAY
PARCEL4 \
PARCEL5 \ SCALE 1" = 200'
PARCEL2 \
PARCEL? \
NEW FARRELL DRIVE
RIVE
RIGHT-OF-WAY \
PARCEL6 \
PA C \
EXISTING FARRELL D VE
RIGHT-OF-W
of PALM 9q APPROVED BY:
i CITY OF PALM SPRINGS
ENGINEERING DEPARTMENT
G<irP DAVI—DJ. BARAKIAN, P.E. - CITY ENGINEER
RCE 28931, EXP. 3/31/03
DESIGN BY: SCALE: RILE NO.:
FARRELL DRIVE RELOCATION ML.F 1" = 200' R-00-03
EXCESS RIGHT—OF—WAY VACATION
OVERALL EXHIBIT CHECKED BY: DWG. NO.: SHEET NO.:
DJB 1 1 OF 1
,jrA42