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HomeMy WebLinkAboutRecorded Doc 2023-021 2023-0188268 ao a-3 -o iIf 06/29/2023 09:03 AM Fee: $ 0.00 Page 1 of 24 Recorded in Official Records County of Riverside PLEASE COMPLETE THIS INFORMATION Asser or-Coa Assessor—County Clerk—Recorder RECORDING REQUESTED BY: ' !Lin r City of Cathedral Citykiti'lil.M4.11;1351C[ a" ' 4117 City Clerk AND WHEN RECORDED MAIL TO: City of Cathedral City S R U PAGE SIZE DA MISC LONG RFD COPY City Clerk 68-700 Avenida Lalo Guerrero Cathedral City, CA 92234 M A L 465 426 PCOR NCOR SMF NCHG EXAM Exempt from recording fees pursuant to GC Section 6103 and 27383 T: CTY UNI Space above this line for recorder's use only Resolution 2007-47 Title of Document A Resolution of the City Council of the City of Cathedral City, California, Ordering the Vacation of Excess Portions of a Storm Drain Easement on Lot"D" and Lots 8 through 27 of Tract No. 28561-1 and on Lots "D", "N", "0" and "P", and Lots 130 through 145, and Lots 152 through 159 of Tract No. 28561, all located Westerly and Northerly of Paseo Del Sol, the the Rio Del Sol Development, South of Gerald Form Drive. (Vacation No. 07-01) TRA: DTT: THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION ($3.00 Additional Recording Fee Applies) ACR 238(Rev.03/2008) RESOLUTION NO. 2007- ' /7 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CATHEDRAL CITY, CALIFORNIA, ORDERING THE VACATION OF EXCESSPORTIONS OF A STORM DRAIN EASEMENT ON LOT "D" AND LOTS 8 THROUGH 27 OF TRACT NO. 28561-1 AND ON LOTS "D", "N", "0"AND"P", AND LOTS 130 THROUGH 145, AND LOTS 152 THROUGH 159 OF TRACT NO. 28561, ALL LOCATED WESTERLY AND NORTHERLY OF PASEO DEL SOL, IN THE RIO DEL SOL DEVELOPMENT, SOUTH OF GERALD FORD DRIVE. . (VACATION NO. 07-01) WHEREAS, the Rio Del Sol storm drain is a City maintained Master Storm Drain facility within portions of the Rio Del Sol residential development, located generally south of Gerald Ford Drive, opposite Plumley Road; and WHEREAS, in the course of development of the Rio Del Sol development, a storm drain easement for the facility was granted to the City of Cathedral City along the route of the storm drain by the United States of America, acting through the Director of the Palm Springs office of the Bureau of Indian Affairs, which easement was recorded on September 3, 2002, as Instrument No. 2002-488294 in Official Records of Riverside County, California; and WHEREAS, when the final subdivision map for Tract No. 28561-1 was approved and recorded on September 17, 2002, in Book 323, at Pages 35 through 49, inclusive, of Maps, records of Riverside County, the same storm drain easement was shown on the map and was offered for dedication to and accepted by the City of cathedral City; and WHEREAS, the said storm drain easement as described in the above Grant of Easement and as offered for dedication and accepted on the final map of Tract No. 28561- 1 is of variable width, and is located on all or portions of Lot "D" and Lots 8 through 27, and Lots 117 through 125 of Tract No. 28561-1; and WHEREAS, portions of Tract No. 28561-1 were subsequently re-subdivided by the approval and recordation of the subdivision map for Tract No. 28561, recorded on October 14, 2003, in Book 343, at Pages 15 through 22, inclusive, of Maps, records of Riverside County, and the said storm drain easement, by virtue of this re-subdivision, now is also located on portions of Lots "D", "N", "0", and "P" and Lots 130 through 145, and Lots 152 through 159 of said Tract No. 28561; and 1 WHEREAS, the subdivider of said Tract No. 28561-1 and 28561 has requested that the excess portions of the said storm drain easement, as described in the attached Exhibit "A" be vacated and abandoned such that only a 20 foot wide easement, centered along the storm drain, would remain; and WHEREAS, pursuant to the provisions of Chapter 3 of Part 3 of Division 9 of the Streets and Highways Code of the State of California (said part being the Public Streets, Highways, and Service Easements Vacation Law), and subject to Section 892 of the Streets and Highways Code, this Council, on June 13, 2007, adopted Resolution No. 2007-34, declaring its intention to vacate the excess portions of the above described variable width storm drain easement, such that only a 20 foot wide easement would remain, as hereinafter described; and WHEREAS, this Council did, on August 8, 2007, after publishing and posting of due notice thereof, did open a public hearing into this matter, and did find and determine that all other legal requirements of said Public Streets, Highways, and Service Easements Vacation Law had been complied with, and that all applicable requirements of the California Environmental Quality Act (CEQA) had been complied with; and NOW, THEREFORE, IT IS HEREBY RESOLVED by the City Council of the City of Cathedral City as follows: SECTION 1. FINDINGS: The City Council finds and determines that: a. The excess portions to be vacated of the above described storm drain easements are described in the legal description and sketch, marked Exhibit"A"and Exhibit"B", which are attached hereto and made a part of this Resolution, and such excess portions are found to unnecessary for any present or prospective use. b. Pursuant to Section 892 of the State Streets and Highways Code, the excess portions of the storm drain easement are not now and will not in the future be useful as a non-motorized transportation facility as defined in Section 887 of the said Streets and Highways Code; and c. The vacation of the excess portions of the said storm drain easement is exempt from the requirement for an environmental finding pursuant to the General Rule in the California Environmental Quality Act(CEQA) Guidelines, Sec. 15061(b)(3), because it can be seen with certainty that the vacation of the excess portions of the storm drain easement has no possibility of a significant effect on the environment based upon the evidence presented in the Staff Report. d. The vacation of the above described portions of said storm drain easement is consistent with the "Flooding and Hydrology" Element of the General Plan because the 2 Master Plan Storm Drain itself is not affected, and the remaining easement width is adequate for access and maintenance of the storm drain. e. Copies of the Resolution of Intention and public notices for the public hearing were duly posted and published in accordance with the Streets and Highways Code, and all other proceedings and procedures were similarly performed and done pursuant to the provisions of Chapter 3 of Part 3 of Division 9 of the Streets and Highways Code of the State of California, said Part 3 being the "Public Streets, Highways, and Service Easements Vacation Law". SECTION 2. VACATION: Subject to the completion of the condition set forth in Section 3 following, the excess portions of the said storm drain easement as described above in Section 1(a) and as described and shown in Exhibits "A" and "B" are hereby ordered vacated and abandoned. SECTION 3. CONDITIONS: This Council hereby determines that the public safety, convenience, and the orderly development of the area requires that the City Clerk shall NOT consent to the recordation of this Resolution until the City Engineer has certified in writing to the City Clerk that the following condition has been met: That a Request for Partial Termination of the excess portions of the storm drain easement as granted by the United States of America has been approved by the Palm Springs office of the Bureau of Indian Affairs. SECTION 4. The City Clerk is hereby directed to cause a certified copy of this Resolution, attested by her under seal, to be recorded in the Office of the County Recorder of Riverside County, ONLY after receipt by the City Clerk of the written certification described in Section 3 above. SECTION 5. From and after the date this Resolution is recorded, the excess portions of the above described storm drain easements, as described and shown in Exhibits "A" and "B" are abandoned and vacated. APPROVED AND ADOPTED this ' day of A't J r' , 2007. ICL- M OR T ST: CITY CLERK 3 APPROVED AST ORM: APPROVED AS TO CONTENT: e _e40" g,4 19:X,0/ r� CITY ATTO Y DEPARTMENT PPROVED: I \,,,ep CITY MANAGER Attachments: Exhibit A: Legal description of Excess Easements to be vacated Exhibit B: Sketch showing excess portions of easement to be vacated tagg I,Tracey R.Hermosil}o,City Clerk,City of Cathedral City,California,do hereby certify under penalty of perjury that the foregoing document is a full,true and co ct copy of the original document. 1p'2YY2OZ Tracey R. osi lo,CMC,City Clerk Date 4 SHEET 1 OF 2 SHEETS EXHIBIT A STORM DRAIN EASEMENT VACATION SECTION 34, T. 4 S., R. 5 E., S.B.M. LEGAL DESCRIPTION ALL THAT PORTION OF SECTION 34, TOWNSHIP 4 SOUTH, RANGE 5 EAST, SAN BERNARDINO MERIDIAN, DESCRIBED IN GRANT OF EASEMENT RECORDED SEPTEMBER 3, 2002, AS INSTRUMENT NO. 2002-488294 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THOSE PORTIONS WITHIN LOTS A AND R OF TRACT NO. 28561-1 AS FILED IN BOOK 323 OF MAPS, PAGES 35 THROUGH 49, INCLUSIVE, OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; ALSO EXCEPTING THEREFROM THAT PORTION LYING WITHIN LOT F OF AMENDED TRACT NO. 23535-1 AS FILED IN BOOK 247 OF MAPS, PAGES 60 THROUGH 63, INCLUSIVE, OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA ALSO EXCEPTING THEREFROM THAT PORTION LYING WITHIN A TWENTY (20) FOOT STRIP, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SECTION 34, TOWNSHIP 4 SOUTH, RANGE 5 EAST, SAN BERNARDINO MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF; THENCE ALONG THE NORTH LINE OF SAID SECTION 34, SOUTH 89°48'00"WEST, 1977.34 FEET TO THE MOST NORTHEAST CORNER OF TRACT NO. 27252, AS SHOWN BY MAP ON FILE IN BOOK 254 OF MAPS, PAGES 75 THROUGH 77, INCLUSIVE, OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE ALONG THE EAST LINE OF SAID i RACT, SOUTH 00°35'00" WEST, 659.96 FEET TO THE NORTHWEST CORNER OF LOT 31 OF TRACT NO. 28561-1, ON FILE IN BOOK 323 OF MAPS, PAGES 35 THROUGH 49, INCLUSIVE, OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE ALONG THE NORTHERLY LINE OF SAID TRACT NO. 28561-1, SOUTH 40°02'37"WEST, 147.43 FEET TO THE MOST NORTHERLY CORNER OF LOT A OF SAID TRACT; THENCE ALONG THE NORTHEASTERLY LINE OF SAID LOT, SOUTH 49°54'57" EAST, 20.44 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 185.00 FEET; THENCE LEAVING SAID NORTHEASTERLY LINE, AND SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 60°31'51" AND AN ARC DISTANCE OF 195.45 FEET; THENCE SOUTH 10°36'54" WEST, 106.89 FEET TO THE NORTHERLY LINE OF LOT D OF SAID TRACT NO. 28561-1; THENCE ALONG SAID NORTHERLY LINE, SOUTH 68°02'59" WEST, 13.12 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 10°37'56"WEST, 253.77 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 800.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 77°43'48"WEST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 32°04'27" AND AN ARC DISTANCE OF 447.84 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 270.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 70°11'45" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89°54'32"AND AN ARC DISTANCE OF 423.69 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 100.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 19°53'43" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 19°45'00" AND AN ARC DISTANCE OF 34.47 FEET; THENCE SOUTH 89°51'17"WEST, 124.97 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 50.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 37°14'39"AND AN ARC DISTANCE OF 32.50 FEET TO THE EAST LINE OF LOT R OF SAID TRACT NO. 28561-1; THE SIDELINES OF SAID 20 FOOT STRIP BEING LENGTHE NED OR SHORTENED TO INTERSECT WITH THE IORTH AND EAST LINES OF SAID LOT R, AND THE NORTH LINE OF LOT D OF SAID TRACT NO. 28561-1. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND BY REFERENCE MADE A PART HEREOF. W:\Jobs2003\Cathedralcity\Riodelsol\MAPPING\TR28561-1\ESMTS\Sdesmtlotd\EXH-A Doc SHEET 2 OF 2 SHEETS SUBJECT TO ALL COVENANTS, RIGHTS, RIGHTS-OF-WAY AND EASEMENTS OF RECORD. THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECTION, LAND BASED ON RECORD INFORMATION. �o s& v � PHILLIP K.FOMOTOR No. 7070 EXP.12/31/09 PHILLIP K. FOMOTOR, P.L.S. s9T� ��P\ EXP. 12/31/09 -F cAL�F° W:\Jobs2003\Cathedralcity\Riodelsol\MAPPING\TR28561-1\ESMTS\Sdesmtlotd\EXH-A.Doc F EXHIBIT B SHEET 1 OF 5 SHEETS r W J Q Z g J O CL d' ; GERALD FORD DRIVE q LEGEND a S4 SUNNY V AVENIDA SITE LANE //A EASEMENT AREAS TO BE VACATED DEL SOL PAPAYA 0 6:4sr o LANE a T.P.O.B. TRUE POINT OF BEGINNING Srq/. XI G -J P.O.C. POINT OF COMMENCEMENT yM c m� 0 RAD RADIAL '>> NT NON—TANGENT VICINITY MAP FRANK SANATRA DRIVE NO SCALE GERALD FORD DRIVE N89'48'00"E 1977.34' 1 r + G• I I 17Z, 27252 P• > I1 i MMB 254/75-77 tt NW CORNER SECTION 34 0 \\ \\N40'02'37"E PiriI \ \1 147.43' i1i\ L. II II I. I � I I- O,1 _ L1_LJ - I--'-- 1 0 II �ZI fT-r7-TT _ -- \ I (- ) L I I I I I I r11\ SECTION,' //34 -`i �� I 1 I I _J � '� 11 c �Q. I SHEET 2 I I 1t r�;%;� , ,,ter ,- - I II . I\ ---,- ._ ,._ It / It_-j4f ; - �_\v` SHEET 3 o III IL_ rAIR mg�� I \ __ r I I r- ' - ; L _ �_ I I IL — , �_ v (_.:, , ,L --____I 1- �60to _till — ABM � - , , SHEET 4 x ' 1 _J L \ C 0A1•47- r T `r N r SHEET 5 q —1 / Li_� SCALE 1"=500' -1 T\ T r -r I I \ I Z _I-1__1_ - I__i_u • 2 LAND ,0 S INDEX MAP v`�`�� G�GF� THIS DOCUMENT WAS PREPARED o BY ME OR UNDER MY DIRECTION, NO SCALE PHILLIPK FOMOTOR BASED 0 RECOR�INFORMATION. NOTE: THERE MAY BE EASEMENTS OF RECORD DELINEATED AND K1o. 7070 REFERENCED ON THE UNDERLYING MAP OR THERE MAY BE EXP2/31/09 P EASEMENTS WITHIN THE AREA BEING VACATED THAT ARE Q`'> PHILLIP K. FOMOTOR, P.L.S. NOT SHOWN ON THIS DOCUMENT. CAL\ � EXP. 12/31/09 s EXHIBIT B SHEET 2 OF 5 SHEETS '` !�, 32 ���^'� 36 N °� , 4 ,,�\ \fie N49'54'57"W po� 33 20.44' N. -Nor crA GI 37 �^ `N X �% \il_ . N`• •\ \\ �� N �\\\ \\\ 3 o - \ ' 4,,... \„ �p �\ \ , \s 39 cp,p, � \ o SCALE 1"=60' \\ ��"Lo 1 111 cn t\ 1 t 11 \ 40 1 I cn 1 1 1 1 1 LOT Ir 5� F l iI / 1 \ AI D T 23535-1 _ lYA 247/60-63 1' I 1=4' I in en I 1 M co I Ion I IZ 1 I I I 1 1 I 1 1� NE) \-5- %i \ 1 /- -----)r-----------------:/ ' ifai % 12 c. 0. / /W �� a _ ��l Mo 323/35-49 o 11 � _ E , z 10 /10 N7 fr/ I / / /r r 100 SEE SHEET 3 r z a a LAND G�`,� SG�L0 THIS DOCUMENT WAS PREPARED ;, p BY ME OR UNDER MY DIRECTION, L PHILLIPKFOMOTOR BASED ON RECORD INFORMATION. • NOTE: S THERE MAY BE EASEMENTS OF RECORD DELINEATED AND No 7070 REFERENCED ON THE UNDERLYING MAP OR THERE MAY BE ms EXP.12/31/09 eg EASEMENTS WITHIN THE AREA BEING VACATED THAT ARE qTF ���'\ PHILLIP K. FOMOTOR, P.L.S. . NOT SHOWN ON THIS DOCUMENT. of CA1%F EXP. 12/31/09 EXHIBIT B SHEET 3 OF 5 SHEETS // SEE SHEET 2 2 / / I i 13 I ca �% N 40 f /N/ / 14 _ / i• o' // SCALE 1"=60' • qi (10 el co JIll! v, 1 # # N77 43'48_wfo C; �/ �� RAD-NT ' 16 ' / I p c 130CM 44 ge I ® , I ,ø 129 I o x i I 10 L N / d 19 I 132 0 i'i re/0 a / H O / ''' H O O ✓ 133 Ir // x it ri #1 \•Zi- r Ii 122 \ -0, / / 21 7 \ i I53 L. r 1 0 SEE SHEET 4 " LAND i i:cc: CRH `F� THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECTION, 13 PHILLIP K.FOMOTOR BASED ON RECORD INFORMATION. t▪ NOTE: 3 THERE MAY BE EASEMENTS OF RECORD DELINEATED AND No.7070 i EXP.12/31/09 . (f)/--j ::')--- REFERENCED ON THE UNDERLYING MAP OR THERE MAY BE s� � EASEMENTS WITHIN THE AREA BEING VACATED THAT ARE qTF �`' PHILLIP K. FOMOTOR, P.L.S. 3. NOT SHOWN ON THIS DOCUMENT. of CAL1FO EXP. 12/31/09 EXHIBIT B SHEET 4 OF 5 SHEETS SEE 1 SHEET 3 % � 21 53 V3 1 \/ icA 1c3e� oo •• , . � 22 _ ' 54 I @ •1 Gaa 1, � � CD \ c) �� 121 136 4 \"'- 4,3 j� 23 I Z 55 CO \ co co 5: t \-,--7 Eg co ------------\ -- ....ci 73 ., .4) A \ 111 \\ _ 13 \11 25 51 iv I 1 139 1 26 Q a 0_ no / ® 3'3 2— i1 f c / s i i/ p� 26561 fi\,in N �c(t3. 140 4-1/ ' / CC/\/ / Lk CI 4121* (17 / ti -4141 o� I N iv.44- oks�� nfo 142 N. Vo N SCALE 1"=60' .' Z s SEE SHEET 5 ��o LAND SGR �`�`� 4-„,.. THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECTION, PHILLIP K.FOMOTOR BASED ON RECORD INFORMATION. NOTE: - THERE MAY BE EASEMENTS OF RECORD DELINEATED AND No.7070 EXP.12/31ro9 REFERENCED ON THE UNDERLYING MAP OR THERE MAY BE s, EASEMENTS WITHIN THE AREA BEING VACATED THAT ARE ii. ��'� PHILLIP K. FOMOTOR, P.L.S. c NOT SHOWN ON THIS DOCUMENT. OF CA��F0 EXP. 12/31/09 EXHIBIT B SHEET 5 OF 5 SHEETS no / ma 343, 106 107 / / 10 0 1109 ,fa140 / ° SCALE 1"=60' ii �0 141 `W /1 In TR 20561 e MB 343/15-22 142 w 0 146 145 144 143 \ . vwi ���j =3714'39" a\moo' + ii1i 13\?s R=50.00' \ ," Sti 90,,•dee L=32.50' ..ii 8� 60 `t I ‘710°/.77)1,.. f . f 11111041"N89'51'17"E 124.97' � �19'45'00" ®ao v , R=100.00' 0 / L=34.47' � 116 2 R lg� 16� 154 A5,5 �a���go 'b cm ogb® o 0 -k + y , / I , i — � — A +_ 1 / Lil mI I � 96 N I Nt�nlB 323/36-49 Ifs 26561-1 1' 97 E 115 p o 100 99 g� CD 0 m ffg o0 M m N IY f, 1,17 , i ��O LAND SG o R p`�'� GFo THIS DOCUMENT WAS PREPARED 33 BY ME OR UNDER MY DIRECTION, c PHILLIP K.FOMOTOR- BASED ON RECORD INFORMATION. t NOTE: THERE MAY BE EASEMENTS OF RECORD DELINEATED AND No. 7070 2 REFERENCED ON THE UNDERLYING MAP OR THERE MAY BE EXP 12/31/09 EASEMENTS WITHIN THE AREA BEING VACATED THAT ARE qTF op�'�� PHILLIP K. FOMOTOR, P.L.S. — . NOT SHOWN ON THIS DOCUMENT. OF CALF EXP. 12/31/09 3 ACBCI LTRO RECEIUFB JUN 12023 P 12'3C Recording Requested By: When Recorded,Mail To: of O • gRH316 UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF INDIAN AFFAIRS PALM SPRINGS AGENCY PSL-239 SECTION: 34,T4S, R5E ID NO. RW37900068 ROW NO. 379-68 ADMINISTRATIVE MODIFICATION FOR PARTIAL VACATION/TERMINATION OF EASEMENT A Grant of Easement(GRANT) approved on July 29, 2002, and recorded on September 3, 2002, as Instrument No. 2002-488294, in Official Records of Riverside County California, by the Palm e71 Springs Field Office (now Palm Springs Agency), Bureau of Indian Affairs, Department of the OD Interior(GRANTOR), did grant to THE CITY OF CATHEDRAL CITY (GRANTEE) an easement and right-of-way for STORM DRAIN PURPOSES in over, under, across, along and upon lands located in the County of Riverside, State of California as described in the referenced GRANT. t)'l GRANTEE has requested a modification of the GRANT and the basis for modification of said -.4 GRANT exists by reason of Resolution No. 2007-47 by the City Council of the City of Cathedral City ordering the vacation(Vacation No. 07-01) of excess portions of the storm drain, leaving a remaining 20-foot wide easement centered along the storm drain, and attesting that the City Loki fulfilled its related notice and other requirements associated with the vacation. Page 1 of 2 GRANTOR has accepted GRANTEE's partial vacation and the legal description for the modified GRANT provided by the GRANTEE, legally described in Exhibits A and B attached and made a part of this Administrative Modification. This Administrative Modification does not change any of the terms, conditions, or stipulations within the referenced GRANT, except as set forth herein and shall not be effective until it has been approved and executed by the Bureau of Indian Affairs. GRANTOR,pursuant to the terms of the GRANT, and to the authorities cited therein, does hereby administratively modify said GRANT OF EASEMENT, thereby vacating the aforementioned excess portions of the storm drain. GRANTOR has executed this grant of easement this 3 day of May 2023. UNITED STATES OF AMERICA The Secretary of the Interior 011ie Beyal, S rintendent Pursuant to the authority delegated by 209 DM 8, 230 DM 1,and 3 IAM 4 and Sacramento Re-delegation Order No. 1 (43 F.R. 30131, dated July 13, 1978) U.S. Department of the Interior Bureau of Indian Affairs Palm Springs Agency P.O. Box 2245 en Palm Springs, CA 92263 03 C TI CJ1 N Page 2 of 2 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California County of Riverside J} On May 23, 2023 before me, Bruce Beyal, Notary Public Date Here Insert Name and Title of the Officer personally appeared 011ie Beyal Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s),or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing BRUCE BEYAL paragraph is true and correct. Notary Public•California Riverside County ! WITNESS my hand and official seal. Commission*2359494 • My Comm.Expires Jun 26,2025 Signature C71/144e€ Place Notaty Seal and/or Stamp Above Signature of Notary Pub ' OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. 01 Description of Attached Document OD Title or Type of Document: Administrative Modification for Partial Vacation/ .� Termination of Basement Document Date: Number of Pages: 2 Signer(s) Other Than Named Above: 01 Capacity(ies) Claimed by Signer(s) DTI Signer's Name: Signer's Name: ❑ Corporate Officer—Title(s): o Corporate Officer— Title(s): ❑ Partner— 0 Limited 0 General ❑ Partner— ❑ Limited Cl General iN ❑ Individual ❑ Attorney in Fact 0 Individual ❑ Attorney in Fact ❑ Trustee o Guardian or Conservator 0 Trustee ❑ Guardian or Conservator W ❑ Other: 0 Other: Signer is Representing: Signer is Representing: ©2019 National Notary Association SHEET 1 OF 4 SHEETS EXHIBIT A STORM DRAIN EASEMENT SECTION 34, T. 4 S., R. 5 E., S.B.M. ALLOTMENT 114C, 117A, 121A, 114A, AND 115ED LEGAL DESCRIPTION THAT PORTION OF SECTION 34, TOWNSHIP 4 SOUTH, RANGE 5 EAST, SAN BERNARDINO MERIDIAN, MORE PARTICULARLY DESCRIBED BELOW: COMMENCING AT THE NORTHEAST CORNER OF SECTION 34, TOWNSHIP 4 SOUTH, RANGE 5 EAST, SAN BERNARDINO MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF; THENCE ALONG THE NORTH LINE OF SAID SECTION 34, SOUTH 89°48'00" WEST A DISTANCE OF 1977.34 FEET TO THE MOST NORTHEASTERLY CORNER OF TRACT NO. 27252, AS SHOWN BY MAP ON FILE IN BOOK 254 OF MAPS, PAGES 75 THROUGH 77, INCLUSIVE, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE ALONG THE EAST LINE OF SAID TRACT, SOUTH 00°35'00" WEST A DISTANCE OF 659.96 FEET TO THE NORTHWEST CORNER OF LOT 31 OF TRACT NO. 28561-1, ON FILE IN BOOK 323 OF MAPS, PAGES 35 THROUGH 49, INCLUSIVE, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE ALONG THE NORTHWESTERLY LINE OF SAID TRACT NO. 28561-1, SOUTH 40°02'37" WEST A DISTANCE OF 147.43 FEET TO THE MOST NORTHERLY CORNER OF LOT "A" OF SAID TRACT AND THE TRUE POINT OF BEGINNING; THENCE ALONG THE NORTHEASTERLY LINE OF SAID LOT "A", SOUTH 49°54'57" EAST A DISTANCE OF 20.44 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 185.00 FEET; THENCE LEAVING SAID NORTHEASTERLY LINE, SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 60°31'51" AND AN ARC DISTANCE OF 195.45 FEET; THENCE SOUTH 10°36'54" WEST A DISTANCE OF 106.89 FEET, SAID SEGMENT HEREIN DESCRIBED AS SEGMENT "A", TO THE NORTHERLY LINE OF ADJUSTED LOT "D" OF LOT LINE ADJUSTMENT 04-371, RECORDED JULY 1, 2004 AS DOCUMENT NO. 2004-0510934, OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE ALONG SAID NORTHERLY LINE, SOUTH 68°02'59" EAST A DISTANCE OF 1.25 FEET; CJI THENCE LEAVING SAID NORTHERLY LINE, SOUTH 10°37'56" WEST A DISTANCE OF 260.31 FEET CO TO THE BEGINNING OF A NONTANGENT CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 790.00 FEET, A RADIAL TO SAID POINT BEARS NORTH 77°43'11"; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 32°05'04" AND AN CTI ARC DISTANCE OF 442.38 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY HAVING A RADIUS OF 280.00 FEET, A RADIAL TO SAID POINT BEARS SOUTH 70°11'45" ( 1 WEST; V :11 SHEET 2 OF 4 SHEETS THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 342.40 FEET THROUGH A CENTRAL ANGLE OF 70°03'50"; THENCE SOUTH 69°16'41" WEST A DISTANCE OF 4.84 FEET; THENCE SOUTH 48°45'31" WEST A DISTANCE OF 19.78 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 280.00 FEET, A RADIAL TO SAID POINT BEARS SOUTH 34°45'06" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 72.60 FEET THROUGH A CENTRAL ANGLE OF 14°51'23" TO THE BEGINNING OF A COMPOUND CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 110.00 FEET, A RADIAL TO SAID POINT BEARS SOUTH 19°53'43" EAST; THENCE WESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 37.92 FEET THROUGH A CENTRAL ANGLE OF 19°45'00"; THENCE SOUTH 89°51'17" WEST A DISTANCE OF 124.97 FEET, SAID SEGMENT HEREIN DESCRIBED AS SEGMENT "B", TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 40.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 21.89 FEET THROUGH A CENTRAL ANGLE OF 31°21'42"; THENCE SOUTH 89°33'39" WEST A DISTANCE OF 1.70 FEET; THENCE SOUTH 22°56'55" WEST A DISTANCE OF 1.68 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 40.00 FEET, A RADIAL TO SAID POINT BEARS NORTH 35°33'05" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 9.58 FEET THROUGH A CENTRAL ANGLE OF 13°43'41" TO THE EASTERLY LINE OF LOT "R" OF SAID TRACT NO. 28561-1, A RADIAL TO SAID POINT BEARS NORTH 49°16'46" WEST; THENCE ALONG SAID EASTERLY LINE, SOUTH 00°11'27" EAST A DISTANCE OF 83.75 FEET TO THE SOUTHERLY LINE OF SAID LOT "R"; THENCE ALONG SAID SOUTHERLY LINE, SOUTH 89°48'33" WEST A DISTANCE OF 7.46 FEET; THENCE LEAVING SAID SOUTHERLY LINE, SOUTH 00°05'15" EAST A DISTANCE OF 10.11 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 60.00 FEET; CC THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 94.25 FEET THROUGH A CENTRAL ANGLE OF 90°00'00" TO THE NORTHERLY LINE OF LOT 115 OF SAID TRACT NO. 28561- 1; C. 1 THENCE ALONG SAID NORTHERLY LINE, SOUTH 89°54'45" WEST A DISTANCE OF 49.94 FEET TO U1 THE WESTERLY LINE OF LOT "A" PER SAID TRACT NO. 28561-1; �1 THENCE ALONG SAID WESTERLY LINE, NORTH 00°10'59" WEST A DISTANCE OF 20.00 FEET; IV C-J SHEET 3 OF 4 SHEETS THENCE LEAVING SAID WESTERLY LINE AND PARALLEL TO THE NORTHERLY LINE OF SAID LOT 115, NORTH 89°54'45" EAST A DISTANCE OF 49.98 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 40.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 62.83 FEET THROUGH A CENTRAL ANGLE OF 90°00'00"; THENCE NORTH 00°05'15" WEST A DISTANCE OF 10.07 FEET TO THE SOUTHERLY LINE OF LOT "R" OF TRACT NO. 28561-1; THENCE ALONG SAID SOUTHERLY LINE, SOUTH 89°48'33" WEST A DISTANCE OF 35.13 FEET TO THE WESTERLY LINE OF SAID LOT "R"; THENCE ALONG SAID WESTERLY LINE, NORTH 00°11'27" WEST A DISTANCE OF 107.50 FEET TO THE NORTHERLY LINE OF SAID LOT "R"; THENCE ALONG SAID NORTHERLY LINE, NORTH 89°48'33" EAST A DISTANCE OF 59.57 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 60.00 FEET, A RADIAL TO SAID POINT BEARS NORTH 33°50'27" WEST; THENCE LEAVING SAID NORTHERLY LINE, NORTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 35.29 FEET THROUGH A CENTRAL ANGLE OF 33°41'44" TO LINE PARALLEL WITH AND 20.00 FEET NORTHERLY OF SAID SEGMENT "B"; THENCE ALONG SAID PARALLEL LINE, NORTH 89°51'17" EAST A DISTANCE OF 32.33 FEET, THENCE SOUTH 77°00'10" EAST A DISTANCE OF 16.59 FEET; THENCE NORTH 83°46'59" EAST A DISTANCE OF 35.67 FEET; THENCE NORTH 89°51'17" EAST A DISTANCE OF 5.02 FEET; THENCE SOUTH 88°59'15" EAST A DISTANCE OF 38.23 FEET; THENCE NORTH 70°19'17" EAST A DISTANCE OF 2.69 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 90.00 FEET, A RADIAL TO SAID POINT BEARS SOUTH 03°10'27" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 26.27 FEET THROUGH A CENTRAL ANGLE OF 16°43'16" TO THE BEGINNING OF A COMPOUND CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 260.00 FEET, A RADIAL TO SAID POINT BEARS SOUTH 19°53'43" EAST; CO THENCE NORTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 82.14 FEET THROUGH A 4%. CENTRAL ANGLE OF 18°06'06"; THENCE NORTH 56°12'20" EAST A DISTANCE OF 19.01 FEET; CJ7 CJ7 THENCE NORTH 37°32'29" EAST A DISTANCE OF 13.51 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 260.00 FEET, A RADIAL TO SAID ..� POINT BEARS SOUTH 45°04'29" EAST IV Cp1 SHEET 4 OF 4 SHEETS THENCE NORTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 293.73 FEET THROUGH A CENTRAL ANGLE OF 64°43'46" TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY HAVING A RADIUS OF 810.00 FEET, A RADIAL TO SAID POINT BEARS NORTH 70°11'45" EAST; THENCE NORTHERLY ALONG SAID CURVE AN ARC DISTANCE OF 453.29 FEET THROUGH A CENTRAL ANGLE OF 32°03'50"; THENCE NORTH 10°37'56" EAST A DISTANCE OF 247.24 FEET TO THE NORTHERLY LINE OF SAID ADJUSTED LOT "D"; THENCE ALONG SAID NORTHERLY LINE, NORTH 68°02'59" EAST A DISTANCE OF 1.25 FEET TO A LINE PARALLEL WITH AND 20.00 FEET WESTERLY OF SAID SEGMENT "A"; THENCE ALONG SAID PARALLEL LINE, NORTH 10°36'54" EAST A DISTANCE OF 119.67 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 165.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 174.32 FEET THROUGH A CENTRAL ANGLE OF 60°31'51"; THENCE NORTH 49°54'57" WEST A DISTANCE OF 20.42 FEET TO THE NORTHWESTERLY LINE OF LOT "A"; THENCE ALONG SAID NORTHWESTERLY LINE, NORTH 40°02'37" EAST A DISTANCE OF 20.00 FEET TO THE TRUE POINT OF BEGINNING; ABOVE DESCRIBED PARCEL CONTAINS 42,056.63 SQUARE FEET OR 0.965 ACRES AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND BY REFERENCE MADE A PART HEREOF. SUBJECT TO ALL COVENANTS, RIGHTS, RIGHTS-OF-WAY AND EASEMENTS OF RECORD. THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECTION, BASED ON RECORD INFORMATION. ���c �o SAND stp, o PHILLIP K.FOMOTOR N o. 707� Sl«1Z3 s� �,� PHILLIP K. FOMOTOR, P.L.S. qrF o�CAL � 03 CJ1 01 N C.P1 EXHIBIT B SHEET 1 OF 5 SHEETS SECTION 34, T. 4 S., R. 5 E., S.B.M. PORTION OF ALLOTMENT 114C, 117A, m a 121A, 114A, AND 115ED o a0 ce Z GERALD FORD DRIVE i, Qa S�lq LEGEND AVNIDq SITE LANE EASEMENT AREAS TO REMAIN DEL SQL k' PAPAYA 0 Fqs o LANE o T.P.O.B. TRUE POINT OF BEGINNING STgJF p o› a P.O.C. POINT OF COMMENCEMENT y �� o (R) RADIAL >>,& PRC POINT OF REVERSE CURVE VICINITY MAP FRANK SINATRA DRIVE PCC POINT OF CONTINUOUS CURVE NO SCALE GERALD FORD DRIVE ¢ r — N89'48'00"E 1977.34' TR 27252 Q' w MB 254/75-77, E N40'02'37"E w NW CORNER SECTION 34 0 ID SECTION 4 '47.43 0- I I JI a c 121C ) j-1\ �053.. N e• �\ /- 1 - _,,r R_T\ 4 -0)- e a 17ED , ji------) 1 ir. / 0 0 al 1 / 711141111 1 ___ it I l2lB r�.� I. -1 in 117B —112B= E 1p �' 1 21 A I. 144 C 1[** C` 1 1 1 1 l I 115ED III 114A• '' 112A— ( I I I-��� v --�- '1 120E l I I I co �•,�,, r- ( I I SCALE 1"=500' --_____120A- 1— .I LAND THIS DOCUMENT WAS PREPARED (.T �O s& BY ME OR UNDER MY DIRECTION, INDEX MAP . -- RG0c V BASED ON RECORD INFORMATION. (,T PHILLIP K.FOMOTOR 40-jr, No.7070 ir quo, IN NOTE: sq \`"I�4W. SI Il l I 23 to THERE MAY BE EASEMENTS OF RECORD THAT ARE NOT rF Q`' PHILLIP K. FOMOTOR, P.L.S. SHOWN ON THIS DOCUMENT. ofL�F cA � EXHIBIT B SHEET 2 OF 5 SHEETS SECTION 34, T. 4 S., R. 5 E., S.B.M. PORTION OF ALLOTMENT 114C N N 4' N T.P.O.B. N ..°44 \--?� \ N40°02'37"E 20.00' , S49°54'57"E 20.44' sLy N H N #44\b4 37N ��N49°54'57W 20.42'N 38 �iL=19 �ot R=18 A9 SCALE 1"=60' 0=\3 39 L=174.32' R=165.00' A=60°31'51" 40 114C 117ED � 20.00' \/ LOT F111 \ / AMD TR 23535— 1 -- MB 247/60-63 A W O Z o 0 N68'02'59"E 1.25' ADJ LOT D r111111°) S68'I 2'S9"W 1.25' LLA 2004-371 PER INST. ' 20.00' ADJ. LOT 12 2004-0510934 O.R. ^ LLA 2004-371 (- N N TR 28561 -1 MB 323/ i5-49 iN .to ADJ. LOT 13 11 (E)in IN LLA 2004-370 CO z o ADJ. LOT 10 LLA 2004-390 .7 ADJ. LOT 14 -+ LLA 2004-370 SEE SHEET 3 :n w EXHIBIT B SHEET 3 OF 5 SHEETS SECTION 34, T. 4 S., R. 5 E., S.B.M. PORTION OF ALLOTMENT 114C AND 117A SEE SHEET 2 Cn' ADJ. LOT 10 d- LLA 2004-390 ADJ. LOT 14 LLA 2004-370 ND in K 114C 0 117E I "' N N ADJ. LOT 9 �`' SCALE 1"=60' m LLA 2004-390 -coio _to ADJ. LOT 15 o o LLA 2004-370 ----- Z d- N77.4 w(R - 4 25" In I m 8 I N77.43'1 w(R) In i„ ADJ. LOT 16 i- IIEn LLA 2004-369 130 N Ln 20.00' D ro ADJ. LOT 17 -- - LLA 2006-436 CO in 131 ") °0 CV CO 117A c, 117B ADJ. LOT 16 132 C LLA 2004-369 Ln co A N 133 o o ADJ. LOT 20 Moo c�i o o LLA 2004-272 In 00 N h N ADJ LOT D -, wa _JWa LLA 2004-371 PER INST. Ci 2004-0510934 O.R.- ADJ. LOT 21 cc LLA 2004-373 134 1 73 __---------\ \ \ \ ___----- 1 N I . _, SEE SHEET 4 C' CT N c4 EXHIBIT B SHEET 4 OF 5 SHEETS SECTION 34, T. 4 S., R. 5 E., S.B.M. PORTION OF ALLOTMENT 117A, 121A AND 114A SEE SHEET 3it JI I I ADJ. LOT 21 LLA 2004-373 13 4 --i ADJ LOT D 1 1 7A N ADJ. LOT 22 00 LLA 2004-371 135 LLA 2004-373 6, PER INST. 2004-0510934 O.R. -- co-0�� 21 O i+� d 6) N \ ---\ N 136 to coN ACM N 1�M ADJ. LOT 23 OD 00 J 4 LLA 2004-373 CS w D rn �' 1 ADJ. LOT 24 01 1‘ . . , 137 LLA 2004-373 c ) \ W PRG 11 4;;;-6- N�o A 138 ADJ. LOT 25 LLA 2004-374 N N 121A 139 2 1173 a oo' ') ro ADJ. LOT 26 N ("Ni(CI r� N o LLA 2004-374 J cr II J 0 I 4 4 20.00' aiim..11114P D 140 'ii " 141 / / / V \ ciz.., col<0 / / / Oc 4. 1 42 kl-\\ L21 \�'J _ SAD\ 1 2 0 y A . ADJ. 158 �� --) . / ' �\ �,Lp LLA 2004-395 // / C? / // SCALE 1"=60' v SEE SHEET 5 N CA EXHIBIT B SHEET 5 OF 5 SHEETS SECTION 34, T. 4 S., R. 5 E., S.B.M. PORTION OF ALLOTMENT 114A AND 115ED y 121E 121A 140 „--7 1 141-'\617s SCALE 1"=60' D AIN \ Ov, I- w Lo Ste \ \ F� w S _ N i 142 L=82.14' i9� L21 \J (.) TR 28551 MB 343/15-22 R=260.00' F6r\ 0,0 L w 146 N \ti� 145 144 143 n A=18°O6'O6" w ► U) s \�O. O I , \ERR 1 15 E \\�: o L15 L1 7- L19 kS' \ -L1 \ �S. _13 �J e5 I L14 L16 L18 C6 RQ\ < 9\ F(7J \ � lS, 6) L3 i \IWO 06'1,\ °o�7s� L4 C1 S89°51'17"W 124.97' L=72.60' t6. \ �� o v- I0(...L.2..7, I I IF _In R=280.00' 9s C2 \� _N31°30'25"W(R) L=37.92' cJ A=14°51'23" O (or� \ I i R=1 10.00' A 5 156 - 2 \\\N35°33 05"W(R) A=19'45'00" U\N LLA ADJ.LLA 1 1 6 i! N N R N49°16'46"W(R) o-\ N ADJ. 154 ADJ. 155 b I- 0D 152 153 LLA 2004-394 LLA 2004-394 z L6 L12 i L1 1 L7 1 14A - i .--- LOT A �v` , --jam ___ L 10 G^� ai. d- - J I - L8 { I LC) lo � ) LINE TABLE LINE TABLE oo ro LINE LENGTH BEARING LINE LENGTH BEARING N N 100 CC co1 4.84' S69°16'41"W L12 35.13' S89°48'33"W 115 P L2 19.78' S48°45'31"W L13 59.57' N89°48'33"E U L3 1.70' S89'33'39"W L15 16.59' S77'00'10"E CURVE TABLE L4 1.68' S22'56'55"W L14 32.33' N89°51'17"E CURVE LENGTH RADIUS DELTA L5 83.75' SO°11'27"E L17 5.02' N89°51'17"E CT C1 21.89' 40.00' 31°21'42" L6 7.46' S89'48'33"W L16 35.67' N83°46'59"E U C2 9.58' 40.00' 13°43'41" L7 10.11' SO°05'15"E L19 2.69' N70°19'17"E C3 94.25' 60.00' 90°00'00" L8 49.94' S89°54'45"W L18 38.23' S88°59'15"E C4 62.83' 40.00' 90°00'00" L9 20.00' NO'10'59"W L21 13.51' N37°32'29"E U C5 35.29' 60.00' 33°41'43" L10 49.98' N89'54'45"E L20 19.01' N56°12'20"E C6 26.27' 90.00' 16'43'16" L11 10.07' NO°05'15"W