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HomeMy WebLinkAboutRecorded Doc 2018-633 RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: City of Cathedral City 68700 Avenida Lalo Guerrero Cathedral City, CA 92234 2018-0006683 APN: 687-060-016 01/05/2018 02:35 PM Fee: $ 0.00 Cathedral Canyon Drive Bridge Project Page 1 of 17 NO FEE PER GOVERNMENT CODE: Recorded in Official Records of Ri 6103 and Rev. &Tax Code 11922 PeteryAldanaverside Assessor--County Clerk-Recorder 7tV-- SPACE ABOVE THIS LINE FOR RECORDER'S USE Title GRANT OF EASEMENT When Recorded Mailto: V UNITED STATES OF AMERICA DEPARTMENT OF THE INTERIOR BUREAU OF INDIAN AFFAIRS PALM SPRINGS AGENCY ALLOTMENT NO: PS-88E R/W FILE NO: 370-1-84 GRANT OF RIGHT-OF-WAY The United States of America, acting by and through the Superintendent, Palm Springs Agency, Bureau of Indian Affairs, Department of the Interior, 3700A Tachevah Drive, Suite 201, Palm Springs, California 92262, for and on behalf of David Ward and Jacob Ward; hereinafter referred to as GRANTOR, pursuant to the authority delegated by 209 DM 8, 230 DM 1, and 3 IAM 4 and Sacramento Redelegation Order No. 1 (43 F.R. 30131, dated July 13, 1978), and pursuant to the provisions of the Act of February 5, 1948 (62 Stat. 17; 25 U.S.C. § 323-328); and Part 169,Title 25, INDIANS, Code of Federal Regulations, which by reference are made a part hereof, in consideration, the receipt of which is acknowledged, does hereby grant to: The City of Cathedral City, 68700 Avenida Lalo Guerrero, Cathedral City, CA 92234, its successors and assigns, hereinafter referred to as GRANTEE, I Temporary Construction purposes related to the Cathedral Canyon Drive Bridge Project, located on the following described land: See Exhibits "A" and "B" attached hereto. 4 I 1 4 • In accordance with 25 CFR§169.5 of the regulations, the Grantee does expressly stipulate and agree to the following: 1. GRANTEE agrees to indemnify the landowners and authorized users and occupants against and liability for loss of life, personal injury and property damage arising from the construction, maintenance, occupancy or use of the lands by the Grantee, his employees, contractors and their employees, or subcontractors and their employees. 2. GRANTEE agrees to restore the land to its original condition, as far as is reasonably possible, upon termination or revocation of this easement for any reason. Failing to comply with this stipulation, GRANTEE agrees to bear all expenses and cost incurred by the owner and/or the United States in accomplishing said restoration. 3. GRANTEE agrees to pay all damages and compensation, in addition to the deposit made pursuant to 169.4, determined by the Secretary to be due the landowners and authorized users and occupants of the land due to the survey,granting, construction and maintenance of the right-of-way. 4. GRANTEE agrees to that during the term of this Grant of Easement, if any previously unidentified cultural resources are discovered within the easement area, work should be halted immediately and the BIA and/or Tribal Contractor should be contacted immediately. 5. GRANTEE agrees to construct and maintain the right-of-way in a workmanlike manner. 6. GRANTEE agrees to clear and keep clear the lands within the right-of-way to the extent compatible with the purpose of the right-of-way; and dispose of all vegetative and other material cut, uprooted or otherwise accumulated during construction and maintenance of the project. 7. GRANTEE agrees to take soil and resources conservation protection measures, including weed control, on the land covered by the right-of-way. 8. GRANTEE agrees to do everything reasonable within its power to prevent and suppress fires on or near the lands to be occupied under the right-of-way. 9. GRANTEE agrees to build and repair such roads,fences and trails as may be destroyed or injured by construction work and to build and maintain necessary and suitable crossings for all roads and trails that intersect the works constructed, maintained, or operated under the right-of-way. 10.GRANTEE agrees to that upon revocation or termination of the right-of-way,the Grantee shall, so far as is reasonably possible, restore the land to its original condition.The determination of"reasonably possible" is subject to Secretary's approval. 11. GRANTEE agrees at all times to keep the Secretary informed of its address, and in case of corporations, of the address of its principal place of business and the names and addresses of its principal officers. 2 12. GRANTEE agrees to not interfere with the use of the lands, by or under the authority of the landowners for any purpose not inconsistent with the primary purpose for which the right- of-way is granted. This easement is subject to any prior valid existing right or adverse claim,the tenure is temporary and not to exceed 48 months,so long as said easement shall be actually used for the purpose above specified; PROVIDED,that this right-of-way may be terminated in whole or in part by the GRANTOR for any of the following causes upon 30 days written notice, and failure of the GRANTEE within said notice period to correct the basis for termination (25 CFR 169.20): 1. Failure to comply with any term or condition of the Grant, or the applicable regulations. 2. A nonuse of the right-of-way for a consecutive two-year period for the purpose for which it was granted. 3. An abandonment of the right-of-way. 4. Failure of the Grantee, upon the completion of new construction,to file with the Granter an Affidavit of Completion pursuant to 25 CFR 169.16. The conditions for this easement shall extend to and be binding upon and shall inure to the benefit of the heirs, representatives, successors and assigns of the GRANTEE. IN WITNES WHEREOF, GRANTOR has executed this grant of easement this b 1 day of CAV Job talk 011ie Beyal,SuperinR4)-in,(?dent Palm Springs Agenc , Bureau of Indian Affairs P.O. Box 2245 Palm Springs,CA 92262 Pursuant tothe authority delegated by 209 DM 8,230 DM 1, and 3 IAM 4 and Sacramento Redelegation Order No.1 (43 F.R.30131 dated July 13,1978). 3 ACKNOWLEDGMENT 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 On December 8, 2017 before me, Debra A. Mayfield N� Py, oLtc (insert name and title of t officer) personally appeared 011ie Beyal 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 paragraph is true and correct. DEBRA A. MAYFIELD WITNESS my hand and official seal. ._ ._, Commission #2136232 z 3!! Notary Public - California z `l,79 Riverside County ` My Comm.Expires Dec 10,2019 Signature - 1 fci (Seal) Cathedral Canyon Drive Bridge Project APN: 687-060-016 Certificate of Acceptance This is to certify that the interest in the TEMPORARY CONSTRUCTION EASEMENT conveyed by the within instrument to the City of Cathedral City, State of California, executed by the United States Department of the Interior, Bureau of Indian Affairs, Palm Springs Agency, dated December 8, 2017, is hereby accepted by the undersigned officer/agent on behalf of the City of Cathedral City. CITY 0 mED C 1,�-k Charles P. McClendon, City Manager Date: //2-ADAY EXHIBIT "A" LEGAL DESCRIPTION (ASSESSOR'S PARCEL NUMBER: 687-060-016) EASEMENTS FOR TEMPORARY CONSTRUCTION PURPOSES OVER PORTIONS OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER AND THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 4 SOUTH, RANGE 5 EAST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. MORE PARTICULARLY DESCRIBED AS FOLLOWS: EASEMENT A: COMMENCING AT THE CENTER CORNER OF SAID SECTION 28, SAID POINT BEING ON THE CENTERLINE OF CATHEDRAL CANYON DRIVE; THENCE SOUTH 00°14'55" WEST ALONG SAID CENTERLINE, 900.37 FEET TO CENTERLINE INTERSECTION OF CANYON SHORES DRIVE AS SHOWN ON THE MAP OF TRACT NO. 19749, FILED IN BOOK 145 OF MAPS, AT PAGES 82 AND 83, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE CONTINUING SOUTH 00°14'55" WEST ALONG SAID CENTERLINE OF CATHEDRAL CANYON DRIVE, 68.39 FEET; THENCE NORTH 89°45'05" WEST, 330.44 FEET TO THE POINT OF BEGINNING, BEING A POINT ON THE EAST LINE OF THE SAID WEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE SOUTH 29°25'06" WEST A DISTANCE OF 74.76 FEET; THENCE SOUTH 16°18'50" WEST A DISTANCE OF 5.47 FEET; THENCE SOUTH 18'34'15" WEST A DISTANCE OF 1.42 FEET; THENCE SOUTH 22'03'12" WEST A DISTANCE OF 2.05 FEET; THENCE SOUTH 22°44'42" WEST A DISTANCE OF 5.04 FEET; THENCE SOUTH 11'53'56" WEST A DISTANCE OF 6.79 FEET; THENCE SOUTH 04°46'46" WEST A DISTANCE OF 5.13 FEET; THENCE SOUTH 02°09'40" WEST A DISTANCE OF 1.41 FEET; THENCE SOUTH 18°22'58" WEST A DISTANCE OF 2.17 FEET; THENCE SOUTH 07°01'32" WEST A DISTANCE OF 6.16 FEET; THENCE SOUTH 03'16'56" WEST A DISTANCE OF 3.72 FEET; THENCE SOUTH 0746'13" WEST A DISTANCE OF 7.44 FEET; 1 OF 11 1 THENCE SOUTH 1727'10" EAST A DISTANCE OF 74.91 FEET; THENCE SOUTH 42°18'37" EAST A DISTANCE OF 32.68 FEET TO A POINT ON SAID EAST LINE; THENCE NORTH 00°14'11" EAST ALONG SAID EAST LINE, A DISTANCE OF 206.39 FEET TO THE POINT OF BEGINNING; SUBJECT TO EASEMENTS OF RECORD IF ANY. SAID DESCRIBED PARCEL CONTAINS 5,766 SQUARE FEET (0.13 ACRES), MORE OR LESS. EASEMENT B; COMMENCING AT THE CENTER CORNER OF SAID SECTION 28, SAID POINT BEING ON THE CENTERLINE OF CATHEDRAL CANYON DRIVE; THENCE SOUTH 00°14'55" WEST ALONG SAID CENTERLINE, 900.37 FEET TO CENTERLINE INTERSECTION OF CANYON SHORES DRIVE AS SHOWN ON THE MAP OF TRACT NO. 19749, FILED IN BOOK 145 OF MAPS, AT PAGES 82 AND 83 RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE CONTINUING NORTH 00'14'55" EAST ALONG SAID CENTERLINE OF CATHEDRAL CANYON DRIVE, 105.90 FEET; THENCE NORTH 89°45'05" WEST, 330.48 FEET TO A POINT ON THE EAST LINE OF THE SAID WEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER BEING THE POINT OF BEGINNING, SAID POINT BEING ON A NON-TANGENT 43.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY TO WHICH A RADIAL LINE BEARS NORTH 43°57'49" WEST THENCE 7.19 FEET SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 09°34'31" TO A POINT WHICH A RADIAL LINE BEARS NORTH 53°32'19" WEST; THENCE SOUTH 36°27'41" WEST A DISTANCE OF 13.68 FEET; THENCE SOUTH 29°32'12" WEST A DISTANCE OF 20.88 FEET; THENCE SOUTH 00°00'00" A DISTANCE OF 28.90 FEET; THENCE SOUTH 14'45'37" EAST A DISTANCE OF 31.09 FEET; THENCE SOUTH 32°14'09" EAST A DISTANCE OF 27.65 FEET TO A POINT ON SAID EAST LINE; THENCE NORTH 00°14'11" EAST ALONG SAID EAST LINE A DISTANCE OF 116.91 FEET TO THE POINT OF BEGINNING; 2 OF 11 SUBJECT TO EASEMENTS OF RECORD IF ANY. SAID DESCRIBED PARCEL CONTAINS 1,839 SQUARE FEET (0.04 ACRES), MORE OR LESS. EASEMENT C: COMMENCING AT THE CENTER CORNER OF SAID SECTION 28, SAID POINT BEING ON THE CENTERLINE OF CATHEDRAL CANYON DRIVE; THENCE SOUTH 00'14'55" WEST ALONG SAID CENTERLINE, 900.37 FEET TO CENTERLINE INTERSECTION OF CANYON SHORES DRIVE AS SHOWN ON THE MAP OF TRACT NO. 19749, FILED IN BOOK 145 OF MAPS, AT PAGES 82 AND 83 RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE CONTINUING SOUTH 00'14'55" WEST ALONG SAID CENTERLINE OF CATHEDRAL CANYON DRIVE, 418.87 FEET TO THE NORTHEAST CORNER OF THE SAID NORTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTH 89°45'05" WEST A DISTANCE OF 44.00 FEET; THENCE SOUTH 89°47'26" WEST A DISTANCE OF 160.53 FEET ALONG THE NORTH LINE OF SAID NORTH HALF TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89°47'26" WEST A DISTANCE OF 53.93 FEET; THENCE SOUTH 01'33'41" EAST A DISTANCE OF 9.06 FEET; THENCE SOUTH 03°51'12" EAST A DISTANCE OF 33.35 FEET; THENCE SOUTH 18'00'56" EAST A DISTANCE OF 3.57 FEET; THENCE SOUTH 26°40'15" WEST A DISTANCE OF 6.27 FEET; THENCE SOUTH 63'19'45" EAST A DISTANCE OF 21.18 FEET; THENCE SOUTH 48°51'53" EAST A DISTANCE OF 23.36 FEET; THENCE SOUTH 83°33'55" EAST A DISTANCE OF 18.88 FEET; THENCE SOUTH 56°57'34" EAST A DISTANCE OF 17.88 FEET; THENCE SOUTH 48°04'08" EAST A DISTANCE OF 9.05 FEET; THENCE SOUTH 43°15'37" EAST A DISTANCE OF 13.74 FEET; THENCE SOUTH 46'05'50" EAST A DISTANCE OF 0.92 FEET; THENCE SOUTH 29°11'24" EAST A DISTANCE OF 21.82 FEET; 3 OF 11 THENCE SOUTH 22°38'27" EAST A DISTANCE OF 26.50 FEET; THENCE SOUTH 31°37'55" EAST A DISTANCE OF 55.46 FEET; THENCE SOUTH 36'21'38" EAST A DISTANCE OF 27.85 FEET; THENCE NORTH 00°00'00" A DISTANCE OF 2.04 FEET TO A POINT ON A TANGENT 32.50 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY TO WHICH A RADIAL LINE BEARS NORTH 90°00'00" WEST; THENCE 6.94 FEET NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12'14'16" TO A POINT WHICH A RADIAL LINE BEARS NORTH 77'45'44" WEST; THENCE NORTH 38°46'16" WEST A DISTANCE OF 20.96 FEET; THENCE NORTH 30°23'15" WEST A DISTANCE OF 20.84 FEET; THENCE SOUTH 61°36'52" WEST A DISTANCE OF 2.00 FEET; THENCE NORTH 29°03'10" WEST A DISTANCE OF 33.77 FEET; THENCE NORTH 22°38'27" WEST A DISTANCE OF 26.51 FEET; THENCE NORTH 28°49'23" WEST A DISTANCE OF 22.17 FEET; THENCE NORTH 43°26'18" WEST A DISTANCE OF 16.06 FEET; THENCE NORTH 48°04'08" WEST A DISTANCE OF 9.64 FEET; THENCE NORTH 56°57'34" WEST A DISTANCE OF 19.45 FEET; THENCE NORTH 83°33'55" WEST A DISTANCE OF 18.50 FEET; THENCE NORTH 48°51'53" WEST A DISTANCE OF 19.51 FEET; THENCE NORTH 41'08'07" EAST A DISTANCE OF 3.00 FEET; THENCE NORTH 00°15'07" EAST A DISTANCE OF 56.42 FEET TO A POINT ON SAID NORTH LINE BEING A POINT ON A NON-TANGENT 94.17 FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY TO WHICH A RADIAL LINE BEARS NORTH 03°21 '27" EAST; THENCE 27.65 FEET SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16°49'25" TO A POINT WHICH A RADIAL LINE BEARS NORTH 20°10'52" EAST; 40F11 THENCE NORTH 00°15'15" EAST A DISTANCE OF 5.72 FEET TO THE POINT OF BEGINNING; SUBJECT TO EASEMENTS OF RECORD IF ANY. SAID DESCRIBED PARCEL CONTAINS 2,560 SQUARE FEET (0.06 ACRES), MORE OR LESS. EASEMENT D: COMMENCING AT THE CENTER CORNER OF SAID SECTION 28, SAID POINT BEING ON THE CENTERLINE OF CATHEDRAL CANYON DRIVE; THENCE SOUTH 00°14'55" WEST ALONG SAID CENTERLINE, 900.37 FEET TO CENTERLINE INTERSECTION OF CANYON SHORES DRIVE AS SHOWN ON THE MAP OF TRACT NO. 19749, FILED IN BOOK 145 OF MAPS, AT PAGES 82 AND 83 RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE CONTINUING SOUTH 00°14'55" WEST ALONG SAID CENTERLINE OF CATHEDRAL CANYON DRIVE, A DISTANCE OF 710.62 FEET; THENCE NORTH 89°45'05" WEST, 56.21 FEET TO POINT HEREINAFTER REFERRED TO AS POINT "A"; SAID POINT "A" BEING THE POINT OF BEGINNING; THENCE NORTH 03'07'46" WEST A DISTANCE OF 8.58 FEET TO A POINT ON A TANGENT 13.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY TO WHICH A RADIAL LINE BEARS SOUTH 86°52'14" WEST; THENCE 20.93 FEET NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 92°13'32" TO A POINT WHICH A RADIAL LINE BEARS NORTH 00°54'15" WEST, THENCE NORTH 00'14'55" EAST ALONG THE WESTERLY RIGHT-OF-WAY OF CATHEDRAL CANYON DRIVE DISTANT OF 44 FEET FROM SAID CENTERLINE, A DISTANCE OF 2.2.3 FEET; THENCE NORTH 45°46'42" WEST A DISTANCE OF 27.00 FEET; THENCE NORTH 38°46'16" WEST A DISTANCE OF 11.02 FEET; THENCE NORTH 42°59'57" WEST A DISTANCE OF 3.61 FEET; THENCE NORTH 44°19'30" WEST A DISTANCE OF 3.08 FEET; 5 OF 11 • THENCE SOUTH 00°14'55" WEST PARALLEL WITH SAID WESTERLY RIGHT-OF-WAY, A DISTANCE OF 8.38 FEET TO A POINT ON A TANGENT 330.00 FOOT RADIUS CURVE CONCAVE EASTERLY TO WHICH A RADIAL LINE BEARS NORTH 89'45'05" WEST; THENCE 20.12 FEET SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 03°29'38" TO A POINT WHICH A RADIAL LINE BEARS SOUTH 86'45'17" WEST; THENCE SOUTH 32'33'39" EAST A DISTANCE OF 33.54 FEET TO THE POINT OF BEGINNING; SUBJECT TO EASEMENTS OF RECORD IF ANY. SAID DESCRIBED PARCEL CONTAINS 718 SQUARE FEET (0.02 ACRES), MORE OR LESS. EASEMENT E: COMMENCING AT SAID POINT "A"; THENCE NORTH 75°55'56" WEST A DISTANCE OF 29.12 FEET TO THE POINT OF BEGINNING; THENCE NORTH 32°33'39" WEST A DISTANCE OF 24.77 FEET TO A POINT ON A TANGENT 32.50 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY TO WHICH A RADIAL LINE BEARS SOUTH 5726'21 " WEST; THENCE 18.47 FEET NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 32'33'39" TO A POINT WHICH A RADIAL LINE BEARS SOUTH 90°00'00" WEST; THENCE SOUTH 00°00'00" A DISTANCE OF 27.66 FEET; THENCE SOUTH 02'15'28" EAST A DISTANCE OF 48.37 FEET; THENCE SOUTH 46°28'55" EAST ALONG THE SOUTHWESTERLY RIGHT-OF-WAY OF THE RIVERSIDE COUNTY FLOOD CONTROL DISTRICT CHANNEL (KNOWN AS THE WHITEWATER RIVER) AS SHOWN ON SAID PARCEL MAP NO. 22704, A DISTANCE OF 43.45 FEET TO A POINT ON A NON-TANGENT 342.00 FOOT RADIUS CURVE CONCAVE EASTERLY TO WHICH A RADIAL LINE BEARS SOUTH 71°41 '37" WEST; 6 OF 11 THENCE 69.31 FEET NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11°36'40" TO THE POINT OF BEGINNING; SUBJECT TO EASEMENTS OF RECORD IF ANY. SAID DESCRIBED EASEMENT CONTAINS 1,372 SQUARE FEET (0.03 ACRES), MORE OR LESS, EASEMENT F: COMMENCING AT SAID POINT "A"; THENCE SOUTH 33°29'57" WEST A DISTANCE OF 21.88 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 32°33'39" EAST A DISTANCE OF 25.52 FEET; THENCE SOUTH 0213'31" EAST A DISTANCE OF 23.19 FEET; THENCE SOUTH 04'19'22" WEST A DISTANCE OF 5.29 FEET TO A POINT ON A NON—TANGENT 330.00 FOOT RADIUS CURVE CONCAVE EASTERLY TO WHICH A RADIAL LINE BEARS SOUTH 69'34'36" WEST; THENCE 52.00 FEET NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 09'01'41" TO THE POINT OF BEGINNING; SUBJECT TO EASEMENTS OF RECORD IF ANY. SAID DESCRIBED EASEMENT CONTAINS 232 SQUARE FEET (0.01 ACRES), MORE OR LESS, SEE ATTACHED EXHIBIT "B" HEREWITH AND BY THIS REFERENCE MADE A PART HEREOF. THIS LEGAL DESCRIPTION WAS PREPARED UNDER MY DIRECTION. I ,RQOF ESS7 4PCTIT:77 . BY: -E> /0/2/4- s.<4 DENNIS C. FARNSWORTH �'�Z�' n ✓4 DATE , , 14� . ^ ~^ t RCE 31653, EXP. 12/31/16 a -'�63 \\(,f44-N4,1, 7 OF 11 • POB (EASEMENT "A", N89°45'05"W 330.44' ---- EXHIBIT "B" mi 1/2, Sr 1/4, NE 1/4, SW 1/4 AND N 1/2, UNE DATA e/ SE 1/4, SW 1/4 • DELTA/BEARING LEN./DIST. DETAIL "A" / ODE © SO2'09'40"W 1.41' p`O / 0 S18'22'58"W 2.17' �'� © S03'16'56"W 3.72' S16'18'50"W c;) 5.47' POB (EASEMENT "B") N43'57'49"W Si 8'34'15"W j N 4=9'34'31" (RADIAL) 1.42' R=43.00' - - W L=7.19' N89'45'05"W S22'03'12"W S36 27'41"W 330.48' o 13.68' /1/ L5'X9 ��'5.04' oS29'32'12'W 0i � - '- prn Cr -1 < JS11'S3'S6"W 70 20.88 6.79' o v)` / rn NS04'46'46"Wi�© :Q N C5.13' Win S002'8D.O9'GOO" 1/11:0� - \ cv W Z S07'01'32"W I 6.16' 4.1 cr)kj v)Z / SO2 46'13"W WW W 0 7.44' 6 7L 1,1 u-) o ( /� - N \ S14'45'37"E CCC/ o 31 .09' oL APN w Tri 0 / W Z sal- PN i s APN '� z (U5A) 6437-060-016 w S32'14'09"E i\,-. (USA) 27.65' DETAIL "B" S42'18'37"E AREA OF EASEMENT "A" 5,766 SQ. FT. 32.68' AREA OF EASEMENT "B" 1,839 SQ. FT. ABBREVIATIONS SCALE 1"=30' LEGEND APN ASSESSOR'S PARCEL NUMBER //// INDICATES TEMPORARY CONSTRUCTION C/L CENTERLINE EASEMENT AREA POB POINT OF BEGINNING - - PROPOSED EASEMENT LINE SITE: �o QaofEss,o,4` — STREET CENTERLINE LOW WATER CROSSING REPLACEMENT �P DENNISC.FARNSVIORni�% J— — PROPERTY LINE WHI TEWA TER RIVER w No. m AT CATHEDRAL CANYON 12/911,6 A �' - IL C 1 2155 CHICAGO AVENUE, SUITE 301, RIVERSIDE, CA 92324 DRIVE, CATHEDRAL CITY, s, IL`��\P' PH. (951) 300-1431 . 951) 300-1435 RIVERSIDE CO., CA. 92264 6, °F CALIf2� AGUI(AN CGN.SII.TING INC. LEGAL DESCRIPTION: DENNIS C. FARNSWORTH R.C.E. 31653 DATE W 1/2 OF SE 1/4 OF NE 1/4 OF SW 1/4 AND N 1/2 DATE: SCALE: SHEET: JOB NO. EASEMENT#5 EXHIBIT OF SE 1/4 OF SW 1/4 OF SECTION 28, T4S, R5E. 10/01/15 1"=30' 9 OF 11 1221-101 APN-687-060-016 1 ' -. (POINT OF COMMENCEMENT) - - CENTER POINT OF SECTION 28 - EXHIBIT "B" ivi POB (EASEMENT "B") I N89'45'05"W el 330.48' \ j EASEMENT "B" - S00'14'55"W SEE DETAIL "B" I 900.37' ON SHEET 9 N00'14'55"E 105.90' C/L CANYON POB (EASEMENT "A")%\ S00'14'55"W lr SHORES DRIVE 68.39' 21-'--------- N89'45'05"W I EASEMENT "A" 330.44' I e N I \ Et SEE DETAIL "A" I c0 I rn ON SHEET 9 ► 2 �- v o r 2 APN U 537-060-016 S89'47'26"W ....1oo cN Z ( SA) I 160.53' I cn( _o r POB N89 45'05"W W N LINE OF N 1/2, (EASEMENT "C") 44.00' I , I SE 1/4, SW 1/4 Q 3 OF SEC. 28 \ — U 11") - - EASEMENT "C" V s SEE DETAIL "C"-� o�� F C o ON SHEET 10 2y��Z� 88 ( W 1/2, SE 1/4, l\Jc 1/4, \� ` SW 1/4 AND N 1/2, % > 0, o SE 1/4, SW 1/4 \> NI N75'55'56"W z SOF POB (EASEMENT 2n9E.1.12' ' SCALE 1"=150' EASEMENT "E" , APN SEE DETAIL "E" \ la I POB (EASEMENT "D") 687--060-016 ON SHEET 11 04POINT A (USA) S33 29'57"W -I POB (EASEMENT "F") 21.88' EASEMENT "F" SW'LY R/W SEE DETAIL "F" RCFCD CHANNEL ABBREVIATIONS ON SHEET 11 LEGEND WHI TEWA TER RIVER APN ASSESSOR'S PARCEL NUMBER //// INDICATES TEMPORARY CONSTRUCTION C/L CENTERLINE EASEMENT AREA POB POINT OF BEGINNING — — PROPOSED EASEMENT LINE SITE: .,0ESS'\N,� — STREET CENTERLINE LOW WATER CROSSING REPLACEMENT (,<OF �c.Fa m\laZ — — PROPERTY LINE WHI TEWATER RIVER 0 31653 m AT CATHEDRAL CANYON 12/31/16 a DRIVE, CATHEDRAL CITY, -4 ! n 4,f 2155 CHICAGO AVENUE, SUITE 301, RIVERSIDE, CA 92324 RIVERSIDE CO., CA. 92264 4 sT PH. (951) 300-1431 FAX (951) 300-1435 ofc`au— AGJIi AR CONSU.TING INC. LEGAL DESCRIPTION: DENNIS C. FARNSWORTH R.C.E. 31653 DATE W 1/2 OF SE 1/4 OF NE 1/4 OF SW 1/4 AND N 1/2 DATE: SCALE: SHEET: JOB NO. EASEMENT#5 EXHIBIT OF SE 1/4 OF SW 1/4 OF SECTION 28, T4S, R5E. 10/01/15 1"=150' 8 OF 11 1221-101 APN-687-060-016 ' • S89 47'26'W 53.93' N0321'27"E POB (EASEMENT "C") EXHIBIT II if RADIAL _ S89'47'26"W 160.53'--- 8 S01'33'41"E N00'15'15"E 9.06' 5.72' CURVE/UNE DATA I W a=16'49'25" �,-7 osi, • DELTA/BEARING RADIUS LEN./DIST. SO351'12"E r\. 33.35' - v- L=27.65' �0;'9lJ O NO0'00'00" - 2.04' o (D 0 12'14'16" 32.50' 6.94' S18'00'56"E 12 © N41'08'07"E - 3.00' 3.57' C S26'40'15"W ©0 N48'51'53"W 6.27' 19.51' 19.51' S63'19'45"E N83' AREA OF EASEMENT "C" 2,560 SQ. FT. 21.18' �� 1833.50' S48'51'53"E • N56'57'34"W W 1/2, SE 1/4, NE 1/4, 23.36' 19.45' SW 1/4 AI\JD l\J 1/2, N48'04'08"W SE 1/4, SW 1/4 S83'33'55"E 9.64' 18.88' OS S56'57'34"E . N4326'18"W 1 17.88' �A 16.06' S48'04'08"E . N28'49'23"W APN 9.05' 22.17' 687-060--016 S43'15'37"E EASEMENT "C" (USA) 13.74' S46'05'50"E DETAIL "C" 0.92' N22'38'27"W S2911'24"E 26.51' 21.82' ABBREVIATIONS S22'38'27"E APN ASSESSOR'S PARCEL NUMBER 26.50' 0 C/L CENTERLINE 0 YLO POB POINT OF BEGINNING ��\"� S61'36'52"W /> 2.DO' `r•3i- - N30 23'15"W LEGEND ��,Vis, 20.84' �"� N38'46'16"W /// INDICATES TEMPORARY CONSTRUCTION 20.96' 3s -/ EASEMENT AREA ��Ike �-\ PROPOSED EASEMENT LINE �1'I ��PO\P STREET CENTERLINE S36'21'38"E - - PROPERTY LINE 27.85' �Rq �°0 �v �i SITE: '��� RpFESS/p 50 co Q-45:11(417: ,�Q "< SCALE 1"=.30' LOW WATER CROSSING REPLACEMENT WHI TEWA TER RIVER DFNN S C.faaNsvrlRiH�yZ / w No. AT CATHEDRAL CANYON 12/33161116 DRIVE, CATHEDRAL CITY, _ , cri, . A 2155 CHICAGO AVENUE, SUITE 301, RIVERSIDE, CA 92324 RIVERSIDE CO., CA. 92264 °F c uFcI PH. (951) 300-1431 FAX (951) 300-1435 :GNSU.TING INC. LEGAL DESCRIPTION: DENNIS C. FARNSWORTH R.C.E. 31653 DATE W 1/2 OF SE 1/4 OF NE 1/4 OF SW 1/4 AND N 1/2 DATE: SCALE: SHEET: JOB NO. EASEMENT#5 EXHIBIT OF SE 1/4 OF SW 1/4 OF SECTION 28, T4S, R5E. 10/01/15 1"=30' 10 OF 11 1221-101 APN-687-060-016 • EXHIBIT "B" APN S00'14'55"W 687-060-016 8.38' N44"19'30"W (USA) iy89, 3.08' ��, QS ps„ ► N42:5 9'57"W 590 p0 �4)ieQJ 3.61' 0p»w d=0329'38" N38'46'16"W (RADIAL) R=330' 2 11.02' L=20.12' I mss. o_ [1=3233'39" F 2•A7?-?0(5';,,:p, N00"14'55"E o NI o I CD R=32.50' � n o" 2.23' ,,� L=18.47' '� / .25113;:\ D�5 ��;� c'rn" Q/(6 '1 �u'••S r'�;