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2022/12/09 Notice Notice of Lot Line Adjustment - APN's: 336-160-002, 336-160-001, 336-090-001 - Eastern Municipal Water District (EMWD)12112D2.4:41PM RECORDING REQUESTED BY CITY OF MENIFEE V\ihen recorded. retum to; City Cle* For The Engineering Department 29714 Haun Road Menifee, CA 92586 No Fee. Govemmenl Code Sectron 6103 Beneft of Public Batch 15095227 Confirmation DOC # 2022-0498450 12t0912O22 04.00 PM Fees: $0.00 Page 1 of I Recorded in Official Records County of Riverstde Peter Aldana Assessorcounty Clerk Recorder "Th s documenl wa6 eleclrontcally subm led to the County of Riverside for recording" Receipted by TERESA #134 NOTICE OF LOT LINE ADJUSTMENT NO. EXISTING PARCELS (Assessor Parcel Numbers) Easlern Municipal Water District 336-160-002, 336-160-001, 33e090-001 LEGAL DESCRIPTION OF AOJUSTED PARCELS See attached Legal Description - Exhibit 'A" SIGNATU s OF RECORDED OWNE be pi,,, .add6 shaun stone, senior Director of Engineering .l/to-,-27ffi- SEF ATTA'rIET\ NoTARY A(]KNowI,il)cMENl This Lot Line Adiustment is aooroved sisnarure: Dl l"fil Printed Name: Daniel Padilla oa", l)-b- DE CIry ENGINEER'S APPROVAL - GITY OF MENIFEE DIRECTOR OF COTIMUNITY DEVELOPMENT APPROVAL - CITY OF MENIFEE This document reviewed by Community Development Director. sisnature: [(t,frt n i tl-/rs.-- printed Name: Choryt Kitzerow Daie. l-) / " /:)] A notary public or other officer clmpleting this cartifcate verifes only th€ dentity ofth6 individual who signed the document lo which this ..rlifcale is atteche.l ,nd not the lftrthlLnness ecflrra.r or vali.litv of thet docrmenl NOTARY ACKNOWLEDGEi,lENT WITNESS my hand and ofricial seal Notary Public proved to me on the basis of tc lzo a^,1+u-,,t,.z.rl I c€.tfy under PENALry OF PERJURY under the laws of the State 'alifomia that the torsgoing paragraph is trug and conecl (Date)(Narne and Title ol personally appea (Name(s) of dare subscnbed to the within instrument 6ndevidenc€ to be the person(s) whose na executed the same in hiYher/theiracknowledged to me that bapacity(es), and that by has/her^h€ir s(lnature(s) on the instrument the acted execuled the inskumentn(s), or the entity upon behalfofwhich the p STATE OF CALIFORNIA COUNTY OF https://gs.secure-recording.com/Batch/Conf irmalion/1 5095227 1t2 RECORD OWNERS 12112122, 4:4'l PM cal.r;oEt{ta ALL-puFposE acr owl.Em lxT ctvtLcoDEs tr89 r., ,:-4.. ^r-. d { -d-.-..{id -.,,{ - a -. r -- i.{zi.r-{:\. A notary public or other officer comFreting this certificate verifies only tle identrty of tte indivilual who signed the document to which this cerlificate is attached, and nol the truthfulness, accuracy, or val lity otthat documenl. State ot Calilornia County of RIVtr RSINF On Nnvam 7 20))CORINNE GAI I OWAY NOT RY PUBLIC Date personally appeared Herc lnsoft Name and Title of the Officer Name(s) of Signe4s) Sh:r rn who proved to me on the basis of satistaclory evidence to be the person(s) whose name(s) iyare subscribed to the within instrument and acknowledged to me lhat h€y'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), oa the entity upon behalt of which th6 person(s) acted, executed the instrurEnt. I certify under PENALry OF PERJURY under the laws ol tho State ot California that the ,oregoing paragraph is true and conect. WITNESS my hand and official ssal. Signature ol Notary Public Place Notary Seal Above OPT'ONAL Though this section is optional, completing this intormation can &ter aneration of the document or fraudulent reattachment of this lorm lo an unintended document. Oescription ot Attachod Documont Title or Type ol Document:APN'e ?aA-1An-nn, nnl .^.1 ?1 Document Date N^wamhar 7 2O?2 Number of Pages:3 Signe(s) Other Than Named Above Cap.clty0es) Claimed by Signds) Signer's Name: Shaun St^ne M Corporate Officer - Title(s): Sr nir..l.\r.f Fnginee tr Partnei - tr Limited tl General a lndividual E Attomey in Fact tr Trustee E Guardian or Conservator tr Other; Signer's Name dA€orporate- Padner - Officer - Title(s): D Umited tr General tr Attomey in Facl D Guardian or Conservator ! lndividual tr Trustee E Other: Signer ls Representing F i,WT)Signer ls Representing: . @2015 National Notary Association . www.NationalNotary.org . 1-80GUS NOTARY {1-800-876{827) ltem #5907 SEE ATTACHEI) N( )TAR Y,\(]K N ()WI,EI X;MEN-r https://gs.secure-recording.com/Batch/Confirmation/1 5095227 2t2 before me, Batch 1 5095227 Confi rmation OOC #2022-0498450 page 2 of 9 ) ) EXHIBIT ''A'' - LEGAL DESCRIPTION LOT LINE ADJUSTMENT NO. 22-OO4 THAT PORTION OF SECTION 27, DESCRIBED AS FOLLOWS: PARCEL 1 TOWNSHIP 5 SOUTH, RANGE 5 WEST, SAN BERNARDINO BASE AND MERIDIAN, BEGINNING AT THE POINT OF INTERSECTION OF THE SOUTHERLY LINE OF LOT 27 AS SAID LOT IS SHOWN ON THE MAP OF TRACT 2402 FILEO IN BOOK 43 AT PAGES E4 THROUGH 86 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, WITH THE WESTERLY LINE OF PARCEL R AS DESCRIBED IN THAT CERTAIN DEED TO THE STATE OF CALIFORNIA RECORDEO SEPTEMBER 28, 1965 AS INSTRUMENT NO. 110854, OFFICIAL RECORDS OF RIVERSIDE COUNTY; THENCE FROM SAID PONT OF BEGINI{ING ALONG SAID SOUTHWESTERLY LINE OF PARCEL R SOUTH 28'29,55, EAST 270.56 FEEI TO A POINT ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF STATE HIGHWAY U.S. ROUTE 395 AS SAID SOUTHWESTERLY LINE IS DESCRIBED IN BOOK 1347 AI PAGE 472, OFFICIAL RECORDS OF RIVERSIDE COUNTY, RECORDED MARCH 6, 1952; THENCE ALONG LAST SAID SOUTHWESTERLY LINE SOUTH '14' 05' 50,' EAST 18I.OO FEET; THENCE SOUTH 41' OO' 4E,, EAST 460.98 FEEI'; THENCE SOUTH 76' 07, 27,' WEST 674.00 FEET; THENCE NORTH 79' 2A, 13" WEST 677.6E FEET; THENCE NORTH 16' 35, 26" EAST 188.35 FEEI; THENCE NORTH 83' 51, 14,,WEST 254.56 FEET; THENCE NORTH A2' 04' 46,' EAST 562.5'1 FEET; THENCE NORTH 21' 16' O2'' WEST 135.58 FEET; THENCE NORTH 50' 48, 1,I" EAST 85,00 FEET; THENCE NORTH 39' ,I 1, 49" WEST 42.86 FEET; THENCE NORTH 50' 48, 11" EAST 5O.OO FEEii THENCE NORTHWESTERLY FROM A TANGENT THAT BEARS NORTH 39' 11' 49" WEST ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 193.50 FEET AND A CENTRAL ANGLE OF 16' OO' 01,, AN ARC LENGTH OF 54.04 FEET; THENCE NORTH 34' 48' 10" EAST 119.25 FEET TO A POINT ON THE SOUTHERLY LINE OF SAID TRACT 2402; THENCE, LEAVING THE EASTERLY LINE OF SAID TRACT 2714 ALONG THE LAST SAID SOUTHERLY LINE OF TRACT 2402 SOUTH 5' 25' 44" EAST 31,76 FEET; THENCE SOUTH '18' 51' 15" EAST 117.00 FEEI'; THENCE SOUTH 52' 42, 52" EAST 77.92 FEEI; THENCE SOUTH 75' 38' OO" EAST 296.50 FEET: THENCE SOUTH 46 22, 46,'EAST '1 15.00 FEET; THENCE SOUTH 88. 07, 55" EAST 129.00 FEEI; THENCE NORTH 46' 49, OO" EAST 98.44 FEfl; THENCE NORTH 61' 30' 56" EAST 134.61 FEET; THENCE SOUTHEASTERLY FROM A TANGENT THAT BEARS SOUTH 1749'04" EAST ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 91.00 FEEI AND A CENTRAL ANGLE OF 14' 40, 16,, AN ARC LENGTH OF 23.30 FEET; THENCE TANGENT TO THE PRECEDING CURVE SOUTH 03' 08' 48,, EAST 5O.OO FEET; THENCE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 42.00 FEEI AND A CENTRAL ANGLE OF 2O9' 20, 32, AN ARC LENGTH OF 155.46 FEEI; THENCE TANGENT TO THE PRECEDING CURVE NORTH 32' 29, 20,' WEST 5O.OO FEEI; THENCE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 9,1.00 FEET AND A CENTRAL ANGLE OF 14' 40'16'AN ARC LENGTH OF 23.30 FEET; THENCE NORTH 72' 10'56"EAST 116.63 FEET TO THE FOINT OF BEONI{Ii{G. EXCEPTING THEREFROM THAT PARCEL IDENTIFIED BY INSTRUMENT NUMBER 91263. PARCEL 2 THAT PORTION OF SECTIONS 27 AND MERIDIAN, DESCRIBED AS FOLLOWS: 34, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND COMMENCING AT THE POINT OF INTERSECTION OF THE SOUTHERLY LINE OF LOT 27 AS SAID LOT IS SHOWN ON THE MAP OF TRACT 2402 FILED IN BOOK 43 AT PAGES 84 THROUGH 86 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, WITH THE WESTERLY LINE OF PARCEL R AS DESCRIBED IN THAT CERTAIN DEED TO THE STATE OF CALIFORNIA RECORDED SEPTEMBER 28, 1965 AS INSTRUMENT NO. 110854, OFFICIAL RECORDS OF RIVERSIDE COUNTY; SHEEI 1 OF 5 EXHIBIT ''A'' - LEGAL DESCRIPTION LOT LINE ADJUSTMENT NO. 22-OO4 THENCE FROM SAID POINT OF COMMENCEMENT ALONG SAID SOUTHWESTERLY LINE OF PARCEL R SOUTH 28'29'35, EAST 270.56 FEET TO A POINT ON IHE SOUTHWESTERLY RIGHT OF WAY LINE OF STATE HIGHWAY U.S. ROUTE 395 AS SAID SOUTHWESTERLY LINE IS DESCRIBED IN BOOK 1347 AT PAGE 472, OFFICIAL RECORDS OF RIVERSIDE COUNTY, RECORDED MARCH 6. 1952; THENCE ALONG I.AST SAID SOUTHWESTERLY LINE SOUTH 14' 03, 50,, EAST 1E1.OO FEET; THENCE SOUTH 41' OO, 48,, EAST 46O.9E FEET: THENCE SOUTH 2A' 29' 04" EAST 1099.82 FEET; THENCE SOUTH 2g 2A, 29'' EAST 384.02 FEEI TO A POINT ON THE EASTERLY LINE OF THE NORTHWEST QUARTER OF SAID SECTION 34; THENCE LEAVING THE SOUTHWESTERLY LINE OF STATE HIGHWAY U.S. ROUTE 395 ALONG LAST SAID EASTERLY LINE OF THE NORTHWEST QUARTER OF SECTION 54 SOUTH O' 2E' 55" WEST 103.29 FEET TO A POINT ON THE NORTHEASTERLY LINE OF TRACT 2403 AS FILED IN BOOK 44, PAGES 5 THROUGH 9 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY; THENCE ALONG THE NORTHEASTERLY AND NORTHERLY LINES OF SAID TRACT 2405 NORTH 2A' 2A' 29,, WEST 25E.72 FEET; THENCE SOUTH 61" 5'I' 51" WEST 160.00 FEET; THENCE SOUTH 2g 2A, 29,, EAST 12.15 FEE[; THENCE SOUTH 79' 2A,,46" WEST 62.06 FEET; THENCE NORTH 89' 13' 20,, WEST 58.34 FEfl; THENCE NORTH 76' 56, 52,' WEST 74.71 FEEI; THENCE NORTH 75' 4E' 05" WEST 138.95 FEFI; THENCE NORTH 75" 50' OJ" WEST I51.89 FEEI; THENCE SOUTH 15' 26' 53" WEST 1OO.OO FEET; THENCE WESTERLY FROM THE TANGENT THAT BEARS NORTH 76' 55, 07" WEST ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 381O,OO FEEI AND A CENTRAL ANGLE OF 08' 36, 30" AN ARC LENGTH OF 572.42 FEEI' TO A POINT ON THE EASTERLY LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 34, SAID POINT BEING THE PARCEL 2 PONT OF BEONNING; THENCE CONTINUING ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF OJ 52, 55" AN ARC LENGTH OF 258.15 FEET; THENCE NORTH 13' 50, 50" EAST 149.37 FEET; THENCE NORTH E9' 47, 43" WEST 47.85 FEEI; THENCE SOUTH 75' 04' 5E,' WEST 87.5] FEEI'; THENCE SOUTH 84' 54, 08,, WESI 5.98 FEEI; THENCE NORTH 12' 41' 52,, WEST 150.22 FEET; THENCE NORTH 2I 02, 15" WEST 204.15 FEET; THENCE NORTH 4T 53, 44" EAST 88.35 FEET; THENCE NORTHWESTERLY FROM A TANGENT THAT BEARS NORTH 41' 06' 16, WEST ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 5O5.OO FEET AND A CENTRAL ANGLE OF 27' 33, 23'' AN ARC LENGTH OF 146.69 FEET; THENCE NORTH 76' 27, O7'' EAST 5O.OO FEEI; THENCE NORTHWESTERLY FROM A TANGENT THAT BEARS NORTH 15' 52' 55" WEST ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 255.00 FEET AND A CENTRAL ANGLE OF 02' 52, 53" AN ARC LENGTH OF 12.82 FEET; THENCE TANGENT TO THE PRECEDING CURVE NORTH 10' 40, OO,, WEST 69,00 FEET: THENCE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 225.00 FETT AND A CENTRAL ANGLE OF 62' 44, 34, AN ARC LENGTH OF 246.59 FEEI'; THENCE TANGENT TO THE PRECEDING CURVE NORTH 73' 24, 34,, WEST 172.50 FEET; THENCE NORTH 16' 55, 26" EAST 188.55 FEEII THENCE SOUTH 79' 2A, 13" EAST 677.68 FEET; THENCE NORTH 76' 07' 17" EAST 46.06 FEEI TO A POINT ON THE EASTERLY LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 27; THENCE ALONG SAID EASTERLY LINE SOUTH OO' 08, '17,' EAST 516.64 FEET TO A POINT ON THE NORTHERLY LINE OF SAID SECTION 34, SAID POINT BEING NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 34; THENCE ALONG THE EASTERLY LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 54, SOUTH OO. 33, 19', WEST 523.15 FEET TO THE PARCEL 2 POiII OF BEGINNII.IG. SHEET 2 OF 3 EXHIBIT ''A'' - LEGAL DESCRIPTION LOT LINE ADJUSTMENT NO. 22-OO4 THAT PORTION OF SECTIONS 27 AND MERIDIAN, DESCRIBED AS FOLLOWS: PARCEL 5 54, TOWNSHIP 5 SOUTH, RANGE 5 WEST, SAN BERNARDINO BASE AND COMMENCING AT THE POINT OF INTERSECTION OF THE SOUTHERLY LINE OF LOT 27 AS SAID LOT IS SHOWN ON THE MAP OF TRACT 2402 FIIED IN BOOK 43 AT PAGES 84 THROUGH 86 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNW, WITH THE WESTERLY LINE OF PARCEL R AS DESCRIBED IN THAT CERTAIN DEED TO THE STATE OF CALIFORNIA RECORDED SEPTEMBER 2E, 1965 AS INSTRUMENT NO. 110854, OFFICIAL RECORDS OF RIVERSIDE COUNTY; THENCE FROM SAID POINT OF COMMENCEMENT ALONG SAID SOUTHWESTERLY LINE OF PARCEL R SOUTH 2929'35' EAST 270.56 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF STAIE HIGHWAY U.S. ROUTE 395 AS SAID SOUTHWESTERLY LINE IS DESCRIBED IN BOOK 1347 AT PACE 472, OFFICIAL RECORDS OF RIVERSIDE COUNry. RECORDED MARCH 6, 1952; THENCE ALONG LAST SAID SOUTHWESTERLY LINE SOUTH 14' 05, 5O'' EAST 181.00 FEET; THENCE SOUTH 41' OO, 48,, EAST 460.98 FEEI TO THE PARCEL 5 POlt]T OF BEGIT{I{I}G; THENCE FROM SAID POINT OF BEGINNING SOUTH 28' 29, 04" EAST 1099.82 FEET; THENCE SOUTH 2g 28 29" EAST 384.02 FEEI' TO A POINT ON THE EASTERLY LINE OF THE NORTHWEST QUARTER OF SAID SECTION 54; THENCE LEAVING THE SOUTHWESTERLY LINE OF STATE HIGHWAY U.S. ROUTE 595 ALONG LAST SAID EASTERLY LINE OF THE NORTHWEST OUARTER OF SECTION 34 SOUTH O' 28, 35,, WEST 103.29 FEEI TO A POINT ON THE NORTHEASTERLY LINE OF TRACT 2403 AS FILED IN BOOK 44, PAGES 5 THROUGH 9 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY| THENCE ALONG THE NORTHEASTERLY AND NORTHERLY LINES OF SAID TRACT 24OJ NORTH 28' 28 29" WEST 258.72 THE LEFT HAVING A RADIUS OF 5E1O.OO FEET AND A CENTRAL ANGLE OF 08' 56, 50" AN ARC LENGTH AF 372.42 FEET TO A POINT ON THE EASTERLY LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OE SAID SECTION 34; THENCE ALONG SAID EASTERLY LINE, NORTH OO' 33, 19,, WEST 525.15 FEET TO THE SOUTHERLY LINE OF SECTION 27, SAID POINT BEING THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 27; THENCE ALONG THE EASTERLY LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 27, NoRTH 00' '18' 17" WEST 516.64 FEEr; THENCE NORTH 7d 07' 27" EAST 627.94 TO THE PARCEL 3 POIiIT OF BEGINNII{G. FEET; THENCE SOUTH 61" 51, 31,, WEST '160.00 FEET; THENCE SOUTH 2A' 2A' 29" EAST 12.15 FEEI'; THENCE SOUTH 79' 28"46,,WEST 62.06 FEET; THENCE NORTH 89' 13, 20, WEST 5E.34 FEET; THENCE NORTH 76' 56, 52" WEST 74.7'1 FEET; THENCE NORTH 73' 4E, 05" WEST 138.95 FEET; THENCE NORTH 75,, 50, 03" WEST 151.89 FEET; THENCE SOUTH 1' 26, 53" WEST 1OO.OO FEET; THENCE WESTERLY FROM THE TANGENT THAT BEARS NORTH 76' 55' 07. WEST ALONG THE ARC OF A CURVE TO ANDREW J. RIECKEN PROFESSIONAL LAND SURVE/OR NO. 9603 REGISTRATIoN EXPIRES: J/51l23 7 /s/2022 DATE SHEET 3 OF 3 J. e * oF cAL\( * Di.L EXHIBIT "B'' - MAP LOT LINE ADJUSTMENT NO. 22-OO4 28 s89'07'Jr"E 1317.25', W /+ COR. LJ5 0 800 400 PARCEL ,',1''Feel 131 LJ7 P.0.8. !, 139 LEGEND OLD PROPERry LINE NEW PROPERTY LINE SECTION LINEt1 - z 127 PARCEL,'3,' P.O,B. TRACT 2714 MAP BK. 48, PG. 4I_4J c- S'LY LINE OF SECTION 27 125 27 S /r COR. 33 34 TRACT 2403 MAP BK. 44. PG. 5_9 u\8 L1 NOTd:L l4THE PROPOSED LOT LINE WILL NOT LATERALLY INTERSECT A GRADED MANUFACTURED SLOPE. NO DRAINAGE FROM THE TRIBUTARY AREA ABOVE A MANUFACTURED SLOPE WILL SHEEI' FLOW OVER THE PROPOSED SLOPE FACE. c,ujPARCEL,'2" P.O.B. Lt2 L1iLl0 I PARCEL PARCEL PARCEL PARCEL PARCEL PARCEL IRACT 24OJ MAP BK. 44, PG, 5_9 1 B 2 c 3 EXIST. PROP. EXIST. PROP. EXIST. PROP. ACREAGE ACREAGE ACREAGE ACREAGE ACREAGE ACREAGE 39.49 AC 21 .50 AC 4.40 AC 11.41 AC 14.60 AC 25.79 AC SCALE: 1" = 400' APN'S: 336-090-001, 336-160-001, J36-160-002 sEC. 27 & 34, T. 5S., R. 3W. S.B.M. DATE EXHTBTT PREPARED: 6/13/2022 PAREtrL'A' L' s-]3"W67768 'Lt01b 0016-l $l 4 E.M.W.D. PARCEL PER |NST. NO. 91 265 PARCEL "1,, APN: 336-090-001 t42 140 PARCEL "2,, APN: 36-160-00'1 116 R:N1 3'325J l6 NEW LOT LINE 46.06' L24 c4 PARGtrL'ts' t17 PARGtrL'G" 115 L9 rOLD LOT LINE PARCEL ,,3"(o (o t-- @ o) FO t.) r,) bLr, APN: 336-160-002 t q J. & SHEEI 1 OF 2 J{o SEC. CoR. \28 Io SEC. LINE N79.28'1 EXHIBIT ''B" - MAP LOT LINE ADJUSTMENT NO. 22.004 APN'S: 336-090-001, 336-160-001, 336-160-002 sEC. 27 & 34, T. 5S., R. 5W. S.B.M. DATE EXHIBIT PREPARED: 6/13/2022 BEARING DISTANCE L1 s28'29'35'E 270.56' s 1 4'03'50"E 1 81 .00' L3 s41'OO'48"E 460.98' L4 s28'29'04"E 1099.82' L5 s28'28'29"E 384.02' L6 s00'28'33"W 103.29' L7 N28'28'29"W 258.72' L8 s6'1 "3'1 '3'1 "W 160.00' L9 s28'.28'29"E 12.15' 110 s79'28'46"W 62.06' L1 1 N89'13'20"W 58.34' L12 N76'56'52"W 74.71' 113 N73'48'05"W 138.95' L14 N75"30'03"W 151.89' 115 s13'26'53"W 100.00' 116 N'1 3'50'50"E 149.37' L17 N89'47'43"W 47.85' 118 s75'04'58"W 87.51' 119 s84'34'08"W 5.98' Nl2'41'52"W 150.22' L21 N23'02'1 s"W 204.15' L22 N48'55'44"E 88.35' BEARING DISTANCE L23 N76'27'07"8 50.00' N 10'40'00"w 69.00' L25 N73',24'34"W 172.50' L26 N 16'55'26"E 188.35' L27 N83'5'l '14"W 254.36' N02'04'46"E 362.51' t29 N21'1 6'02"W 135.58' 130 N50'48'1 1"E 85.00' 131 N39'1 1 '49"W 42.86' L32 N50'48'1 1 "E 50.00' 133 N34'48'1 0"E 119.25' 134 s55'25'44"E 31 .76' 135 s18'51'15"E 117.OO' 136 s52'42'52"t 77.92' L37 s75'38'00"E 296.50' 138 s46'22'46"t 1 15.00' 139 s88'07'5s"E 129.00' 140 N46'49'00"E 98.44' t41 N61'30'56"E 134.61' s03'08'48"E 50.00' 143 N32'29'20"W 50.00' L44 N72'10'56"E 1 16.63' RADIUS DELTA LENGTH C1 581 0.00'08'36'30'572.42' 381 0.00'03'52'55"258.15' C3 305.00'2-7',33'23"'1 46.69' aL 255.00'02'52'53"12.82' 225.OO'62'44'34"246.39' c6 193.50'16'00'01"54.O4" C7 91 .00'14'40'16"23.30' C8 42.OO'209'20"32"'1 53.46' SHEET 2 OF 2 LINE TABLE CURVI TABLE L2 L20 L24 LzA L42 c2 28 s89'07'J1"E 1317.25' W /+ COR.,(5 sEc. coR LJ5 0 800 400 PARCEL ,'1,' P.O.B. Feel L37LJl (2 LEGEND OLO PROPERTY LINELJ9 NEW PROPERTY LINE V = SECTION LINE 127 PARCEL "3" P.O.B. IRACT 2714 MAP BK. 46, PG. 41_4J s S,LY LINE OF SECTION 27 L2J 2 7 3 IRACT 24OJ MAP BK, 44, PG. 5-9 11 I EL RA N-NCUo= I IRACT 24OJ MAP 8K. 44, PG. 5-9 SCALE: '1 " = 400' APN'S: 3J6-090-001, J36-160-001, 336-'160-002 SEC. 27 & 34, T. 5S., R. JW. S.B.M. DATE ExHrBlT PREPARED: 6/13/2022 PARGtrL'A' s-i ls SEC. LINE 7. J w6768 'Lt6'0 r 6-1 \l 0014 L42 140 IST. CHAINLINK PARCEL ,'1,, APN: 336-090-001EXIST. DIRT ROAD FENCE 79.28'l PARCEL ,,2" APN: 36-160-001 116 t, 17 PAR(EtrL'B' NEW LOT LINE L24 46.06 L l4 Ll3 ,2 L1t L1 IPAF]GTEL'E' L1 L9 1o'-1 .o, ,^. _ PARCEL,,2,, cl @(c)r!=o u) o) t/) ;.) r.iro c\bro APN: J36-160-002 P.O.B. IAN0hL J. & OF cAL\( SHEII 1 OT 2 EXHIBIT "C'' - MAP LOT LINE ADJUSTMENT NO. 22-OO4 \\ S Z COR.c4 PARCEL "3" EXHIBIT "C" - MAP LOT LINE ADJUSTMENT NO. 22-OO4 APN'S: 336-090-001, 336-'160-001, 336-160-002 sEC. 27 & 34, T. 5S., R. 3W. S.B.M. DATE EXHTBTT PREPARED: 6/13/2022 BEARING DISTANCE L1 s28'29'35'E 270.56' L2 s 1 4'03'50"E 181.00' s41'00'48"E 460.S8' L4 s28'29'O4"8 1099.82' L5 s28'28'29"E 3A4.O2' L6 s00'28'33"W 103.29' Lf N28'28'29"W 258.72' L8 s61"31'31 "W 160.00' L9 s28'28'29"t 12.15' 110 s79'28'46"W 62.06' L1 1 N89't 5'20"W 58.34' L12 N76'56'52"W 7 4.71' 113 N73'48'05"W 138.95' Ll4 N75"30'03"W 1 51 .89' 115 s 1 3'26'53"W 100.00' 116 N 1 5'50'50"E 1 49.37' Ll7 N89'47'43"W 47.85' 118 s75'04'58"W 87.51' 119 s84'34'08"W 5.98' L20 N 12'41'52"W 150.22' L21 N23'02'15"W 204.15' L22 N48'53'44"E 88.35' BEARING DISTANCE L23 N76',27'07"8 50.00' L24 N 10'40'00"w 69.00' L25 N73'24'34"W 172.50' L26 N 1 6'35'26"E 188.55' L27 N85'51'14"W 254.36' L28 N02'04'46"E 362.51' t29 N21 '1 6'02"W 135.58' 130 N50'48'1 1"E 85.00' 131 N39'1 1 '49"W 42.86' L32 N50'48'1 1"E 50.00' 133 N34'48'10"E 1 19.25' 134 s55'25'44"E Jt./b 135 s18'51 '15"E 1 17.00' 136 s52'42'52"8 77.92' L37 s75'38'00"E 29 6.50' L3E s46',22'46"E 1 15.00' 139 s88'07's5"E 129.00' 140 N46'49'00"E 98.44' 141 N61'30'56"E 1J4.6'l ' L42 s05'08'48"E 50.00' 143 N32'29'20"W 50.00' t44 N72'10'56"E 1 '1 6.63' RADIUS DELTA LENGTH C1 381 0.00'08'56'30' c2 581 0.00'03'52'55"258.15' 505.00'146.69' C4 255.00'02'52'53"12.82' 225.OO'62'44'34"246.39' C6 '193.50'16'00'01"54.O4" c7 9l.00'14'40'16"23.30' C8 42.OO'209'20"32"153.46' SHEET 2 OF 2 LINE TABLE CURVE TABLE L3