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HomeMy WebLinkAbout4/4/2001 - STAFF REPORTS (12) DATE: April 4, 2001 TO: City Council FROM: City Engineer FARRELL DRIVE RIGHT-OF-WAY VACATION RECOMMENDATION: That the City Council, after considering testimony received at the Public Hearing, adopt a resolution vacating portions of the right-of-way dedicated for the public street named Farrell Drive, in Section 12, Township 4 South, Range 4 East; File 00-003. SUMMARY: The Streets & Highways Code of the State of California prescribes the process which a City must follow to vacate public rights-of-way. This step completes the process the Council must follow in considering the proposed public right-of-way vacation. BACKGROUND: On March 7, 2001, City Council adopted Resolution No. 19996 declaring its intention to vacate a portion of the right-of-way dedicated for that public street named Farrell Drive and scheduled a public hearing for April 4, 2001, to hear all persons interested in or objecting to the said right-of-way vacation. The proposed right-of-way vacation consists of excess right-of-way resulting from the realignment of Farrell Drive to facilitate the expansion of the Palm Springs International Airport runway. As such, the proposed right-of-way vacation is consistent with the General Plan as Farrell Drive will continue to remain open to public use. Notices of the right-of-way vacation have been posted within the vacation area, published in the local newspaper, mailed to all public utility companies, and sent to all City departments managing City facilities within public streets. One request has been received from the Southern California Gas Company for reservation of a public utility and access easement within Parcel 8 of the vacation area. If the City Council desires to approve the proposed right-of-way vacation, adoption of the attached Resolution will vacate and close to public use the proposed portions of Farrell Drive superceded by its realignment. DAVID J. BARAKIAN City Engineer APPROVED! �.. ✓�� City Manager ATTACHMENTS: 1. Resolution Q 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", "F", "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. SC 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 4th 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 Clerk City Manager REVIEWED AND ADOPTED AS TO FORM: Resolution 20020 Page 3 OLD FARRELL DRIVE RIGHT-OF-WAY PARCELI PARCEL2 PARCEL3 NEW FARRELL DRIVE RIGHT-OF-WAY PARCEL 4 PARCEL5 \ '� \ SCALE 1" = 200' PARCEL2 \' \ PARCEL 7 \ NEW FARRELL DRIVE RIGHT-OF-WAY \` PARCEL6 PAC EXISTING FARRELL DF IVE RIGHT-OF-WA of PALM sq APPROVED BY: A P CITY OF PALM SPRINGS ENGINEERING DEPARTMENT 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" PARCEL1 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. aFissr G2�8,� * EXP o �t `PlfjF 01VI OF ��Y Resolution 20020 Page 5 EXHIBIT " B " PARCEL 1 QP��9 1,GoO�O O 1 QQ /J w CF SCALE 1" = 60' 0 a o � Z o � � z 619 Q N � o RESEARCH DRIVE r pROFESSIryy� for\Q J. BARq��yc' * No. C-28931 DELI BEARING RADIUS LENGTH TANGENT S Exp.0331 03 \P r clvl 1 589'46'24"W 19.00 2 1 232'20" 430.00 19.06 9.53 of PALM sq APPROVED BY: CITY PALM SPRINGS ENGINEERING ING DEPARTMENT �4<IFOR�'1�F 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 1 DJB 1 1 OF 1 v ee vs 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. 2 26/ I Q EStit) c C 28931 CXP3�� o? civ ire Resolution 20020 Page 7 EXHIBIT " D " PARCEL 2 \ S 15' WIDE_ IID WALK EASEMENT T 7- RESEARCH DRIVE S 19 S>>9 15' W1D6 .O SIDI ALK EASEMENT 1 CF SCALE 1" = 120' \ F� �o<\� J. Bggq�9�2c \ No. C-28931 Exp.0331 U3 ST9 C I V SIDEWALK EASEMENT TO BE VACATED SHOWN THUS �, rF OF of PALM Sq APPROVED BY: z CITY OF PALM SPRINGS ENGINEERING DEPARTMENT Zx �1 c�UF0R�'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. NO.: SHEET NO.: PARCEL 2 DJ8 1 1 OF 1 eco 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 69 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 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. �OF C4b\Uri Resolution 20020 Page 9 oe. EXHIBIT " F" PARCEL 3 1,G0O�0 w O^19 0 0 0 '0 N O Z O ° '0 w �(` I DETAIL i2 n n a iv SCALE 1" = 15' o o n �� �fA�/`` z z = lS�_/Yid St � v \\ SEE DETAIL RESEARCH DRIVE SCALE 1" = 60' 1 `1 �ZG 41 1 ESS Bgf?,4�,9'G�� / DELT BEARING RADIUS LENGTH TANGENT * No. C-28931 'F 1 738'17" 430.00 19.80 9.90 Exp.o331-03 N89-46'10"E 0.35 `rT,9r C I V 1� 90'23'05" 20.00 31.55 20.13 of PALM 9q APPROVED BY: Z CITY OF PALM SPRINGS c � ENGINEERING DEPARTMENT 1 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: OWG. NO.: SHEET NO.: PARCEL 3 DJB 1 1 OF 1 SGg 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 00'09'15" 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. / ROFESSlO C 28931 * EXPIA 1402 ��0 CAG�EO� Resolution 20020 Page 11 EXHIBIT " H " PARCEL 4 RESEARCH DRIVE M 0 O O (D - SEE DETAIL w 1 p n o '4 0 of 2 w o � � Z A DETAIL o SCALE 1" = 20' Z = Ap D d)j9L 9 . p 0 Se qP s9pF \ SCALEE 1" _= 80' p(tOFESS/q� h~ OP 92 * No. C-28931 I DELI BEARING RADIUS LENGTH TANGENT Exp.0731-03 1 3'03'47" 370.00 1 19.78 9.89 s7' C I V o- 89'36'55" 20.00 31.28 19.87 qre CF CAUF� of pAIM 9q APPROVED BY: ° z CITY OF PALM SPRINGS ENGINEERING DEPARTMENT 01<IF1�P Qa- DAVID 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 4 DJB 1 1 OF 1 it C ,/ Resolution 20020 Page 12 EXHIBIT "I" PARCELS 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 WESTERLYALONG 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; THENCEALONG SAID EASTERLY LINE TANGENTTO SAID CURVE, NORTH 00-09'15"EAST, A DISTANCE OF 281.28 FEET TO THE TRUE POINT OF BEGINNING. G28 1 EX t ? Resolution 20020 Page 13 EXHIBIT " J" PARCEL 5 n RESEARCH DRIVE ai 9 s � 0 �ePA SB qP e9oF k 5 p\3.�0 3 ..p SCALE 1" = 80' P 56 1g�\9 Al� p1iOFESSI(W,. � oP\O J. BARq'�K9�GZ rc * No. C-28931 DELI BEARING RADIUS LENGTH TANGENT Exp.0331-03 1 2'57'14" 370.00 19.07 ;7 `ST Cl 342'33" 1 806.00 1 52.18 1 26.10 �rF OF CpU�R 10) 2'17'56" 1 456.00 1 18,30 1 9.15 of pµM 9q APPROVED BY: P CITY OF PALM SPRINGS ENGINEERING DEPARTMENT DAMD 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 DJ13 1 1 OF 1 �' Cow/ 3 Resolution 20020 Page 14 EXHIBIT "K" PARCEL 6 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" ESS/ o C•28831 E1(P 3 0 7 0 0t1FE ! c.�y Resolution 20020 Pa me 15 EXHIBIT " L" PARCEL 6 \`\ 15' WIDE SIDEWALK EASEMENT i6, 7s�,� \ \\ O��LF LOT ��A�� COMPUTER WAY ✓/� Q(tOFESSIp�� �� O J• BAR �W,�0 A,1- Fy SCALE 1" = 120' NO. Exp.0331-03 sryr C 1 SIDEWALK EASEMENT TO BE VACATED SHOWN THUS F OF �UF of PALM sA APPROVED BY: z CITY OF PALM SPRINGS �D 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" = 120' R-00-03 RIGHT-OF-WAY VACATION CHECKED BY: DWG. NO.: SHEET NO.: PARCEL 6 DJB 1 1 OF 1 Resolution 20020 Page 16 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" 2-4/.1 ESSl0, C. 8931 * Exp 3 ?I o3 fI� OF CA\\E�Q�� Resolution 20020 Page 17 EXHIBIT " N " PARCEL 7 LOT "I.. —�. . LOT 11 SCALE 1" = 120' \ F QG ! TRACT M� 10736 OOM MB 96;�0 i I ` �OFESSIpAi,. * No. C-28931 Exp.0}31-03 `I'r,9r c I V I L ,naP e OF RIGHT-OF-WAY TO BE VACATED SHOWN THUS of 7ALM 9q APPROVED BY: z CITY OF PALM SPRINGS 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" = 120' R-00-03 RIGHT—OF—WAY VACATION CHECKED BY: DWG. NO.: SHEET NO.: PARCEL 7 DJB 1 1 OF 1 Resolution 20020 Page 18 EXHIBIT "O" PARCEL 8 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 CURVEAND 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 OF A 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; C®/ o 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. �MI.I c� o S. `ll C. 8831 z�+ �r EXP 3 ����0F CA��E�@�,r Resolution 20020 Page 20 EXHIBIT " P " 5IT Ao,W �RI PARCEL 8 N DELTA BEARING RADIUS LENGTH TANGENT 1 313'18" 456.00 25.64 12.82 0 2 31'57'36" 456.00 254.36 130.58 3 N49'24'29"W 14.68 4 26'24'10" 544.00 250.68 124.4E t,,g �R� 5 N00'11'49"E 54.25 56y09 s 31651'09" 525.00 291.86 149.81 7 S49'24'29"E 14.68 B 13'20'00" 475.00 110.54 55 52 9 6'S5'31" 806.00 97.42 48.77 O S17'26'S3"E 54.53 6 (507-490-021) 0 LOT 1 © / (507-490-020) Ng631„y6 F, SCALE 1" = 80' T � 9cT LOT 2 (507-490-002) pROFESSpv,. /90 6' �9� \p J. Bggq� F t� J i 2 �^ LOT 3 `pt 3 (507-490-003) C. SE CORK• * No. C-29931 * N75'¢625E Exp.03-31-03 `nT CIV11- �P qTF OF CAVF aF pAIM 9,a APPROVED BY: CITY OF PALM SPRINGS � ENGINEERING DEPARTMENT 21, cq<IFGf>N�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 8 DJB 1 1 OF 1 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(1 6 ��,�4ESSlp� G28931 z 6 Resolution 20020 Page 2 EXHIBIT " R " NEW PROPERTY LINE OLD PROPERTY LINE N r N SCALE 1" = 40' P.O.B.T ,�//�� N44-21.41-E (R) ,f'1�b, lOT N4421'41-E(R)LOT 2 O 6�9A O 0\9 ,46' N6476'30'E R P rss '$. Q T,A N57'41'32'E R 6�"212 /,Q >O, �voFESs101,.. EASEMENT SHOWN THUS DELTA/BEARING RADIUS LENGTH TANGENT 1 N44'21'41"E 13.00 * No. C-BB931 * 1'34'18" 469.00 12.86 6.43 Exp.Baal--- N42'47'23"E 10.00 `pT,9T C I V 11- 8'54'12" 479.00 74.43 37.29 f OF CW 5 3'35'52" 806.00 50.61 25.31 6 13'19'51" 469.00 109.12 54.81 of pAIM yq APPROVED BY: z CITY OF PALM SPRINGS ENGINEERING DEPARTMENT �etl� DAMD J. BARMAN, P.E. - CITY ENGIN ER RCE 28931, EXP. 3/31/03 i 0/ DESIGN BY: SCALE: FILE NO.: FARRELL DRIVE RELOCATION MLF 1" = 40' R-00-03 RIGHT—OF—WAY VACATION CHECKED BY: DWG. NO.: SHEET NO.: GASLINE EASEMENT DJB 1 1 OF 1 rcoa