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Home My WebLink About20040 - RESOLUTIONS - 5/2/2001 z6 941 RESOLUTION NO. 20040 /1v `➢ f a�c�r '" 3�t' ' OF THE CITY COUNCIL OF THE CITY OF PALM SPRINGS, CALIFORNIA, SUMMARILY VACATING 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 Chapter 4, Part 3, Division 9, of the Streets and Highways Code of the State of California, to summarily vacate and close to public use streets, or parts of streets, within the City of Palm Springs; and WHEREAS, the City of Palm Springs has completed the relocation of Farrell Drive within Section 12, Township 4 South, Range 4 East, to facilitate expansion of the City of Palm Springs International Airport; and WHEREAS,said relocation has created several parcels of excess right-of-way not required for street or highway purposes; and WHEREAS, Section 8334 of Chapter 4, Part 3, Division 9, of the Streets and Highways Code of the State of California authorizes local agencies to summarily vacate excess right- of-way that has been superceded by relocation; and ' WHEREAS, Section 8356 of Chapter 6, Part 3, Division 9, of the Streets and Highways Code of the State of California authorizes local agencies to convey by deed their interest in a public street or highway vacated to the owners of land adjacent to or fronting the street in any manner required by the local agency. 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 summarily vacate and abandon all the City's right, title, and interest in those portions of the right-of- way dedication for the public street named Farrell Drive, as described in and shown on Exhibits "A", "B", "C", "D", "E", and "F", attached hereto and made a part hereof. Section 2. That the City Manager is hereby directed to execute and process Quitclaim Deeds necessary to convey the City's interest in the portion of right-of-way identified as Parcel 1, as described in and shown on Exhibits "A" and "B", to the owners of land adjacent to Parcel 1, in the manner required by the City Engineer. Section 3. That the City Clerk is hereby directed to cause a certified copy of this Resolution, attested to her under the seal of the City, to be recorded in the Office of the County Recorder of Riverside County. Section 4. That from and after the date this Resolution is recorded, the portions of the public street named Farrell Drive being vacated shall no longer constitute a public street. 1414 Resolution No. 20040 Page 2 ADOPTED this 2nd day of May 2001. AYES: Members Hodges, Jones, Reller-Spurgin and Mayor pro tem Oden NOES: None ABSENT: Member Kleindienst ATTEST: CITY OF PALM SPRINGS, CALIFORNIA City Clerk City Man= REVIEWED AND ADOPTED AS TO FORM: /�/� 2 Resolution 20040 Page 3 OLD FARRELL DRIVE RIGHT-OF-WAY < PARCEL3 NEW FARRELL DRIVE RESEARCH DRIVE RIGHT-OF-WAY — PARCEL2 a SCALE 1" = 200' I ! rm I \ PARCEL 1 NEW FARRELL DRIVE \ RIGHT-OF-WAY \ 1 /♦ / o COMPUTER WAY G� EXISTING FARRELL Df IVE RIGHT-OF-W TAMARISK ROAD of PALM 3,o APPROVED BY: CITY OF PALM SPRINGS ENGINEERING DEPARTMENT (yob DAMD J. BARMAN, P.E. — CITY ENGI EER ROE 28931. EXP. 3/31/03 ' DESIGN BY: SCALE: FILE NO.: FARRELL DRIVE RELOCATION EXCESS MLF 1" = 260' R-00-03 RIGHT—OF—WAY SUMMARY VACATION OVERALL EXHIBIT CHECKED BY: DWG. NO.: SHEET NO.: DJB 1 1 OF 1 /f43 Resolution 20040 Page 4 EXHIBIT"A" ' PARCEL1 BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 4 SOUTH, RANGE 4 EAST, S.B.M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT I 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,THENCE ALONG THE WESTERLY LINE OF SAID SOUTHEAST QUARTER, NORTH 0011'49" EAST, A DISTANCE OF 7.15 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY LINE, NORTH 00'11'49"EAST,A DISTANCE OF 13.52 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 62.00 FEET, A RADIAL BEARING PASSING THROUGH SAID POINT BEARS NORTH 62'03'31" EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01'55'26", A DISTANCE OF 2.08 FEET TO THE BEGINNING OF A COMPOUND, CURVE, CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF: 904.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03'14'53", A DISTANCE OF 51.25 FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF: 62.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 21'21'31", A DISTANCE OF 23.11 FEET; THENCE SOUTH 54'28'19" EAST, TANGENT TO SAID CURVE, A DISTANCE OF 11.93 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 38.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 18'26'07", A DISTANCE OF 12.23 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 894.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 05'24'46", A DISTANCE OF 84.46 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 806.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17'04'40", A DISTANCE OF 240.24 FEET TO A POINT OF CUSP WITH A CURVE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 475.00 FEET, SAID POINT LYING ON THE EASTERLY LINE OF LOT B OF SAID TRACT MAP 10736, A RADIAL BEARING PASSING THROUGH SAID POINT OF CUSP BEARS SOUTH 53'55"41" WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND SAID EASTERLY LINE THROUGH A CENTRAL ANGLE OF 13'20'10", A DISTANCE OF 110.56 FEET; Resolution 20040 Page 5 EXHIBIT "A" (CONTINUED) PARCEL 1 THENCE NORTH 49'24'29"WEST, TANGENT TO SAID CURVE, A DISTANCE OF 14.68 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHEASTERLY AND HAVING RADIUS OF 525.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 31-51-06", A DISTANCE OF 291.86 FEET TO THE TRUE POINT OF BEGINNING. COMPRISING 0.265 ACRES MORE OR LESS. fHSI" 6 �r C•28931 m 1 / Resolution 20040 Pae6 EXHIBIT "B " 1 ® 1 lRl S,P;t2637'W OOQ-^,y6 57 ?Q' �Opti OG \6\Oi aO 0 0 PARCEL 1 v 5 y 70 0l' P `2 OO �A v ,SCALE 1" = 60' ® �, •o poi D0.T BEARING RADIUS LENGTH TANGENT 1 N00'11 49 E 7.15 NOV 1'49" CESS E 13.52 1'55 26 62.00 2.08 1.04 P 4 3'14'53" 904.00 51.25 25.63 Y�i�1�1 t� �p J• B•1R,4� 21'21 31 62.00 23.11 11.69 �1 •� 6 S54'28'19"E 11.93 4jh •p,'L 18*26'07" 38.00 12.23 6.17 �t0"J +j"1 iC k 8 5'24'46" 894.00 84.46 42,26 �6h 9 13'20'10" 475.00 110,56 55.53 * No. C-28931 N4924 29 1 1 14.68 EzV•0331-03 srgT c 1 v 11• Al jPROVED BY: OF PALM 9q z CITY OF PALM SPRINGS !� ENGINEERING DEPARTMENT 'H ADJ. BARAKIAN, P.E. - CITY ENGINEER E 28931, EXP. 3/31/03 ESIGN EIY: SCALE: FILE NO.: ' MLF 1" = 60, R-00-03 FARRELL DRIVE RIGHT—OF—WAY VACATION CHECKED BY: DWG. NO.: SHEET NO.: DJB 1 11 OF 1 ' I 4 Resolution 20040 Page 7 ' EXHIBIT "C" PARCEL2 BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 4 SOUTH, RANGE 4 EAST, S.B.M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ATTHE SOUTHWEST CORNER OF PARCEL2 OF PARCEL MAP NO.8779AS RECORDED IN BOOK 58, PAGE 89 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER,RIVERSIDE COUNTY,CALIFORNIA,SAID POINT LYING ON A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 806.00 FEET, A RADIAL BEARING PASSING THROUGH SAID POINT BEARS SOUTH 66'31'28" WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03'42'31" A DISTANCE 52.17 FEET TO THE TRUE POINT OF BEGINNING, SAID BEGINNING POINT LYING ON THE EASTERLY RIGHT-OF-WAY FOR FARRELL DRIVE PER CITY OF PALM SPRINGS RIGHT-OF-WAY DOCUMENT NO. 633, DATED MARCH 20, 1968; A RADIAL BEARING PASSING THROUGH SAID POINT BEARS SOUTH 70'13'59" WEST; THENCE CONTINUING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE . OF 00'56'07" A DISTANCE OF 13.16 FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE EASTERLY AND HAVING A RADIUS OF 38.00 FEET; THENCE NORTHERLYALONG THEARC OF SAID CURVETHROUGH A CENTRALANGLE OF ' 22'28'41" A DISTANCE OF 14.91 FEET; THENCE NORTH 03'38'47"EAST,TANGENTTO SAID CURVE A DISTANCE OF 9.68 FEETTO THE BEGINNING OFA TANGENT CURVE CONCAVE WESTERLYAND HAVING RADIUS OF 62.00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19'19'33" A DISTANCE OF 20.91 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 796.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03'30'07" A DISTANCE OF 48.65 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 62.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 14'13'12" A DISTANCE OF 15.39 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 NORTH 63'36'09" EAST; THENCE ALONG SAID WESTERLY LINE, NORTH 00-10'05" EAST, A DISTANCE OF 126.56 FEETTO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 370.00 FEET, A RADIAL BEARING PASSING THROUGH SAID POINT BEARS NORTH 10" 3'16" WEST; /?� 7 Resolution 20040 Page 8 EXHIBIT "C" (CONTINUED) ' PARCEL2 THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03'54'52"A DISTANCE OF 25.28 FEET TO A POINT LYING ON A NON-TANGENT LINE, SAID LINE BEING SAID EASTERLY RIGHT-OF-WAY; A RADIAL BEARING PASSING THROUGH SAID POINT BEARS NORTH 06'18'24" WEST; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY, SOUTH 00-10-05" WEST, A DISTANCE OF 249.36 FEET TO THE TRUE POINT OF BEGINNING. COMPRISING 0.103 ACRES MORE OR LESS. C : 1 Resolution 20040 Page 9 EXHIBIT "D " Z w PARCEL 2 w o N Z T w 03 0 Y\^1 N6��600 Z u J ' SCALE 1" = 60' 0 A- 0R� V09.y1 1a ESS Y 1 DELTA/ 3EARING 806I00 52. TANGENT OOp• h0\�0 �o'�O J• BA��/ y 00'56'07" 806.001 13.16 1 -6.58 22'28'41" 38.00 1 14.91 1 7.55 `L• 4 NO3-38.47"E 9.68 000��' * No. C-28931 19'19'33" 62.00 20.91 10.56 Q QPE` Exp.o331�3 6 3'30'07" 796.00 48.65 24.33 'rT,gT C 14'13'12" 62.00 15.39 7.73 F OF CPx" 3'54'52" 370.00 25.28 1 12.64 APPROVED BY: of PALM mq z CITY OF PALM SPRINGS ENGINEERING DEPARTMENT y/SI�i * * DAMD J. BARMAN, P.E. — CITY ENGINEER G�1F �r• RCE 28931, EXP. 3/31/03 ' DESIGN BY: SCALE: RLE NO.: MLF 1" _ 60' R-00-03 FARRELL DRIVE RIGHT-OF-WAY VACATION CHECKED BY: DWG. NO.: SHEET N0.' DJB 1 1 OOFF 11 Resolution 20040 Page 10 EXHIBIT "E" ' PARCEL3 BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 4 SOUTH, RANGE 4 EAST, S.B.M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER, THENCE ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, NORTH 89-47-14" EAST, A DISTANCE OF 25.00 FEET TO A POINT LYING ON THE EASTERLY RIGHT-OF-WAY OF FARRELL DRIVEAS SHOWN ON CITY OF PALM SPRINGS RIGHT-OF-WAY DOCUMENT NO. 633, DATED MARCH 20, 1968; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY, SOUTH 00-10'05" WEST, A DISTANCE OF 155.35 TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 430.00 FEET, A RADIAL BEARING PASSING THROUGH SAID POINT BEARS NORTH 05'24'01" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3'21'31" A DISTANCE OF 25.21 FEET TO A POINT ON A NON-TANGENT LINE, SAID LINE BEING THE WESTERLY LINE OF SAID SOUTHEAST QUARTER, A RADIAL PASSING THROUGH SAID POINT BEARS NORTH 08'45'32" WEST; THENCE PARALLEL WITH SAID EASTERLY RIGHT-OF-WAYALONG THE WESTERLY LINE OF SAID SOUTHEAST QUARTER, NORTH 00-10'05" EAST,A DISTANCE OF 158.36 FEET TO THE POINT OF BEGINNING. COMPRISING 0.090 ACRES MORE OR LESS. 'kY � 283 1313 a EX f cp OF CAG��4 /?pia Resolution 20040 PaEe 1 EXHIBIT "E" PARCEL 3 A O� C� S�. c Q b N N N W W N N O O O � SCALE 1" = 60' z i O Z o 01 N U EMS Or * No. C-28931 Exp.0.331-03 ,tea DELI BEARING RADIUS LENGTH TANGENT sf'gTF C 1 V 1V �P 1 N39'47'14"E 25.00 0` p 3'21'31" 430.00 1 25.21 1 12.61 04 PALM 3,o APPROVED BY: '- CITY OF PALM SPRINGS ENGINEERING DEPARTMENT ( iye', DAMD J. BARAKIAN, P.E. - bTY ENGINEER RCE 28931, EXP. 3/31/03 DESIGN BY: SCALE: RLE NO.: MLF 1" = 60' R-00-03 FARRELL DRIVE RIGHT—OF—WAY VACATION CHECKED BY: DWG. NO.: SHEET NO.: DJB 1 1 OF 1