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lla200007
914MM Beach 742111E9 Consumption RECORDNOREOUESTEUSY RIVERSIOECOUNtt Mon ttwNN, nation to: RiversNe County Transformation Department B" Flom CwnNAeminimmilvB Center 4060 Lemon Street RiverGOe, GARi 1409 Alm Sk pN 1080 w Fee, 8103.0byarxmml Celle I[..M a gtiveMe twnN napoambA Dept THIS AREA FOR RECORDER'S USE ONLY OOC B 2020-D416614 0910312020 04:47 PM Fees'. $47.00 Pape 1 of 12 Remrtletl in ORIg9 Records; OounN of R'mer®ae PeterAcana Psaeuor-County Clerk-Reconcer "TFia tlrcumert we e1,a4ommily auFmNeJ roue t,d N W Ri IASW rrawp[q Raeprd M. NILIRtlefO NO EOFLOTLNEMAI$TMENTMO 1 6001 RECORDO'NNERS. EMSTINGPMCELB A Pa Nar m ERP Ca. me - 255190 W5, 26&130018,2 10 019, 26S190-0 , 266-190L2B, 25S1B0030 LEGAL DESCRIPTION OF MIUVISO PMCSL Movabicava Le an. ErM1N$'A' MKNATUR GFRECOROFDOM9 be Plum Nimb pb news alma Pam wma - Pam won ft Iftnembir. Prim wm✓ilrb nemlx RIVFASIOE O MPROVAI O6PL L4pS rBURVEYOR'B 1NIa4owmen[evmmaerrtl eppmveO by RiverNtleDWMYSurve�. .ASS �50DEp G9 � Sa Ho. B4r6 'Pt92A P NOTARY KNOWLEOOEMEN[ Anpwy p[teremeaNYavnsbYg MsanrMeeYUM[ STATE OF.6ANRBNNR ]]1i.1e:a ) ore NrmR'WbInM6'tl slNi tllFlea na awsemb resew ewrm Mrnpmmly;e¢uwy,NgENW CY,.k COUNTY OF 1 famousness. On �Yai�NM 2G2b beliefsme, etas. Js."r..T_ �®�tln� pemna0ya bwand Callinfilloll W+mrrw Yns pm.ee m am on w earm menopausal m be Me waves m+na(e) ware m the et llrmm sameMa).xme assumed ar4marnes)anh mmeme ammuWYe by as same Inh¢narMNrch t MeperMyl), m she Me paEppeu'N(leel,os enj as MemmMNtr spnemm(a) an has instrument Me parsmis), a ne enxy neon eases a.aM1kn w p.Non(s) ocNa, awuma w IntlumenL Ipull uncn PENALTY OF PERMRY urtler Me, him of" Pop, 0 Csippma tinat the impugning ntl Y bua arml Meet aAL" smyxam ew alma "OFFICFA3 ,y% PMpriE16 M: Ner11 j � //r.,Ti NaM7 PBMk; S3te's(Illin 2 Nola P�- rl p elnim [splm [Imel1. M1tlps:l/gs.recurs-rewkllg.wmlBelGr'Confimrarkv✓I42B159 112 914M20 Ba"742B159Conflnnallm ar �\ DOC # 020-0416614 Page 2 012 COUNTY OF RIVERSIDE TRANSPORTATIONAND LAND MANAGEMENTAGENCY PaP.& NjaheASOr PX Dieecfm Jw ofRomp, TreesPormean Ikpnyl ]MmOonanoNCybalPr le<'n F4haMlontiy PLS Transportation Department >honnr 2,amPo„aranmra,.,�e4,w ,>e�rwme,r Case Number. LLA200007 Date: 9/0312020 Rivemide Courdy Surveyor's Once Riverside County Surveyor's Office 49w svrw,e•Plmr Mw CA9nB1 MI)Ms P.O. Box 10% BNmldq CA 9'tl0.1090 PAX (951)95ldRl fltlml/9c.oamranem�tlin9.wmlBalch/CanfimmliaM42B159 212 RECORDING REQUESTED BY RNERGDECOUNTY Wbw recorded, return to: Rasmus County Transportation Department W Fluor Coun YAdmi istrative Center 40110 Lemon Sired, Rivenue. CA 91 1409 Mai Stop S 1080 No Fee, 3103 Government Code Bends d Rasrdtle Carly Trerreporlelbn Di THIS AREA FOR RECORDER'S USE ONLY NOTICE OF LOT LINE AOIUSTNENT NO. 0.A OOQ RECORD OWNERS EXISTING Padi(Admeaev Forced Number) ERP Nkakfirfa Co. Inc. 25S130A0.3, 25IF13 013 255-130-0iB 255-190A23 255180-029, 2 5-1110030 LEGAL DESCRIPTION OF ADJUSTED PARCELS See allichedLegal Deavgllon- EMrTII'A' SIONATUR S OF RECORDED OWNERS bNob RNt Neme?Nu:wenifthal mrsents Ghanaians, Prim NameRSNIsignature, PNt NanruRlBe: SI nature: Print NemeRlde: SI neWa: RIVERSIDE COUNTY SURVEYOR'S APPROVAL 0OPA `L" This document reviewed end approved by RlvsreiEe County Surveyor. ' 0DEN Sry9A. O,a No. SsIS R Era.03-91-2021 A oe BY: X 13aa: NOTARYXCIUNCIVIOXWEMENT AMenypYRhrrw rlls eamlttllFp m]. r.anm xmx orN STATE CF G<YFGRN1ra nWvawa t P ) unit Nmxy, of w headed] Me sbiwd rM document to AM aY WIMArsv.emr Y.nHAInN GOOk COUNw OF ] monotonous. On QWaaE L4 Lout bddre me, `—'i.L n..,.,. sac ' Jwtu"f3r,P .lierl areas 1,`d.womn ' personally appeared Cu Jndsa [� IaanNUm cub pnove0 u mew b b pemon(a) Moss Were wbaMEed x wiWy bats d aMldedpry Amid fthey se seme(t) Me h]sbuf]anl eras a led tome dal executed me tame In bWTemdaVch Me eM ral as nal InNA hinds) cm h egre]urelal on has InaWmwt ma perew(a), or Me eddy upon badl d which Nit pemm(sl aced, emended Ib t Me refunds), tied ws) hand, Instrument. meat. I redly under PENALTY OF PERJURY under the lens d der State of Cal' the forewarn a re h is true and current. aA— w�xEss mrh.ra and ���IIIlddseel r'OFPICIA Neui t, S1111 qy any PublR SI k V�� '/. /'�. NoYryrciyM df peMlc \IY Cxelnlo. Epkn Xw113. LO �, oe, COUNTY OF RIVERSIDE coo TRANSPORTATIONAND LAND MANAGEMENT AGENCY Patricia Romo, P.F. Mga6edSalamq P.E Director of Transportation Depmyfw PFanrywlatioNCapifd Pr jeers Rlchard(amlrt. PIS Transportation Department DY,f Tm rywm aNPlm gad DeeloymeM Case Number: LLA200007 Date: 9/03/2020 Riverside County Sumeyoes Office Riverside County Surveyor's Office Attest: SIGNATURE SIGN Chris Trinidad Nancy CL9en PRINTED NAME PRINTED NAME Senior Enaineerine Technician EnaineerinQ Techoicim111 TITLE TTFLE MD nStr PFloor Mi idr CA 01 (951)955-6700 P.O.Box1090 Rivcri CA9250b1M-FAX(951)935fiN EXHIBIT "A" LEGAL DESCRIPTION LOT LINE ADJUSTMENT NO. LLA 200007 PARCEL "A" Being portions of the northeast Quarter and the southeast Quarter of the northeast Quarter of the southeast Quarter of Section 6, Township 2 South, Range 4 West, San Bernardino Base and Meridian as shown by United States Government Survey, along with portions of Parcel C as shown on Notice of Lot Line Adjustment No. 4958, recorded December 7, 2005 as Instrument No. 2005-1012496 of Official Records, lying in the County of Riverside, State of California, being more particularly described as follows: BEGINNING at the northeast comer of the northwest Quarter of the southwest Quarter of Section 9, Township 2 South, Range 4 West, San Bernardino Base and Mendfan, also being the centerine intemection of Spring Street and Mount Vernon Avenue as shown on Treat No. 29597-1 on Tile in Map Book 442, Pages 77 through 69, inclusive, of Maps, records of said County; Thence southerly along the centerline of Mount Vernon Avenue as granted to the County of Riverside as an easement, recorded November 07, 2008 as Instrument No. 2008-0592647, of Official Records, South 00030'03" West, a distance of 233.22 feet to the beginning of tangent curve concave northeasterly and having a radius of 1100.00 feet; Thence southerly and southeasterly continuing along said centerline and along said curve, through a central angle of 41026'00", an arc distance of 795.46 feet to the beginning of a reverse curve, concave southwesterly and having a radius of 1100.00 feet, a radial bearing through said point bears North 49004'03" East; Thence southeasterly continuing along said centerline and along said curve, through a central angle of 2104238", an am distance of 416.81 feet to a point lying on the south line of the northwest Quarter of the southwest Quarter of said Section 9; Thence westerly along said south line, North 89016'17" West, a distance of 486.40 feet to the southwest corner of the northwest Quarter of the southwest Quarter of said Section 9; Thence northerly along the west line of said Section 9, North 00030'54" West, a distance of 323.00 feet; Thence westerly along the northerly line and its prolongation, of that parcel described in the Grant Deed, recorded December 07, 1999 as Instrument No. 1999-532176, of Official Records of said County, North 89°13'47" West, a distance of 274.00 feet to the northwest comer of said Grant Deed; Thence southerly along the west line of said Parcel, said west line being parallel with and distant 274.00 feet westerly of said west line of Section 9, South 00030'54" West, a distance of Page 1 of 4 323.00 feet to a point lying on the south line of the southeast Quarter of the Northeast Quarter of the southeast Quarter of said Section 8; Thence westerly along said south line, North 89°13'47' West, a distance of 387.99 feet to the southwest corner of said southeast Quarter of the northeast Quarter of the southeast Quarter of said Section 8; Thence northerly along the west line of said southeast Quarter and the northeast Quarter of the northeast Quarter of the southeast Quarter of said Section 8, North 00032'57' East, a distance of 1317.54 feet to a point lying on the north line of the northeast Quarter of the southeast Quarter of said Section 8 also being the centerline of Spring Street; Thence easterly along said centerline, South 89005'21" East, a distance of 661.18 feet to said POINT OF BEGINNING. EXCEPTING therefrom any portion of Mount Vernon Avenue as described in Deed recorded September 19, 1933 in Book 133, Page 514, records of said Riverside County. EXCEPTING therefrom any portion of Pigeon Pass Road as shown on Deed Plat 702-V and as described in Deed recorded January 8, 1952 in Book 1332, Page 121, records of said Riverside County. ALSO EXCEPTING therefrom those portions of said land conveyed to the County of Riverside as Parcels 7192-001 and 7192-002 by Deeds recorded February 23, 1989 as Instrument No. 56381 and March 22, 1989 as Instrument No. 88503, both of Official Records of said Riverside County. Parcel "A" contains 21.11 Acres, more or less. PARCEL"B" That portion of the northwest Quarter of the southwest Quarter of Section 9, Township 2 South, Range 4 West, San Bernardino Meridian in the Unincorporated Territory of the County of Riverside, State of California and portions of Parcel C as shown on Notice of Lot Line Adjustment No. 4958, recorded December 7, 2005 as Instrument No. 20D5-1012496 of Official Records, lying In the County of Riverside, State of California, being more particularly described as follows: COMMENCING at the northwest corner of the northwest Quarter of the southwest Quarter of Section 9, Township 2 South, Range 4 West, San Bernardino Base and Meridian, also being the centerline intersection of Spring Street and Mount Vernon Avenue as shown on Tract No. 29597-1 on file in Map Book 442, Pages 77 through 89, inclusive, of Maps, records of said County; Thence southerly along the centerline of Mount Vernon Avenue as granted to the County of Riverside as an easement, recorded November 07, 2008 as Instrument No. 2008-0592647, of Official Records, South 00030'03" West, a distance of 30.00 feet to the southerly right of way of Spring Street (30 feet hall width) said point also being the TRUE POINT OF BEGINNING; Page 2 of 4 Thence easterly along said southerly right of way line, South 89017'25" Fast, a distance of 19.99 feet to the intersection of said southerly right of way line and the east line of Mount Vernon Avenue as described in Deed recorded September 19, 1933 in Book 133, Page 514, records of said Riverside County; Thence easterly, continuing along said southerly right of way line of Spring Street, South 89017'25" East, a distance of 879.09 feet to the northeast corner of said Parcel C; Thence southerly along the east line of said Parcel C, South 00042'35" West, a distance of 141.55 feet to an angle point in said east line; Thence North 89'17'25" West, a distance of 161.43 feet to a point lying on the easterly line of a 100 foot wide easement in favor of the California Department of Water Resources, recorded November 4, 1971 as Instrument No. 131419 and February 8, 1972 as Instrument No. 16314, both of Official Records, of said Riverside County; Thence southwesterly along said easterly line. South 1904T38" West, a distance of 945.52 feet to a point lying on the northeasterly right of way of Mount Vernon Avenue as granted to the County of Riverside as an easement, recorded November 07, 2008 as Instrument No. 2008- 0592647, of Official Records, said point also being the beginning of a non -tangent curve concave southwesterly and having a radius of 1156.00 feet, a radial line to said point bears North 5r552T Fast; Thence southeasterly along said northeasterly right of way and along said curve, through a central angle of 12002'22", an am distance of 242.91 feet to a point lying on the southerly right of way of Pigeon Pass as shown on Deed Plat 702-V and as described in Deed recorded January 8, 1952 in Book 1332, Page 121, records of said Riverside County, said point also being the beginning of a non -tangent curve concave southerly and having a radius of 1434.78 feet, a radial bearing to said point bears North 03025'03" East; Thence easterly along said southerly right of way and said curve, through a central angle of O6016'03", an arc distance of 156.95 feet to the beginning of a tangent line; Thence easterly continuing along said southerly right of way and along said tangent line, South 80018'W East, a distance of 119.34 feet to a point lying on the south line of the northwest Quarter of the southwest Quarter of said Section 9 as shown on said Tract No. 29597-1; Thence westerly along said south line, North 89*16'17" West, a distance of 320.88 feet to a point tying on said centerline of Mount Vernon Avenue per Instrument No. 2008-0592647, said point also being the beginning of a non -tangent curve concave southwesterly and having a radius of 1100.00 feet, a radial bearing to said point bears North 70046'41" East; Thence northwesterly along said centerline and along said curve, through a central angle of 21042'38", an arc distance of 416.81 feet to the beginning of a reverse curve, concave northeasterly and having a radius of 1100.00 feet, a radial bearing through said point beam South 49004'03" West; Page 3 of 4 Thence northwesterly and northerly continuing along said centerline and along said curve, through a central angle of 41'26'00", an arc distance of 795.46 feet to the beginning of a tangentline; Thence northerly continuing along said centerline and along said tangent line, North OOGW03" East, a distance of 233.22 feet to said POINT OF BEGINNING. EXCEPTING therefrom any portion of Mount Vernon Avenue as described in Deed recorded September 19, 19331n Book 133, Page 514, records of said Riverside County. ALSO EXCEPTING therefrom any portion of Pigeon Pass Road as shown on Deed Plat 702-V and as described in Deed recorded January 6, 1952 in Book 1332, Page 121, records of said Riverside County. ALSO EXCEPTING therefrom those portions of said land conveyed to the County of Riverside as Parcel 7192-002 by Deeds recorded February 23, 1989 as Instrument No. 56381 and March 22, 1989 as Instrument No. 88503. both of Official Records of saitl Riverside County. Parcel "B" contains 12.78 acre, more or less. As shown on Exhibit "B" attached hereto and made a part hereof. KWC ENGINEERS OW ENGINEERS•PL ERS•SURVYOeS /II- o`o �OSG9`F .740r%A co �L G THOaoKE o K"'W/� !!'I$'2O d GASELDINAS . Thomas M. Caseldine Date m No'90aa c P.L.S. 9029 '\y 26.2920 �OFC TAuqMM0IKALtF R:\19119e1\6URVEY\LEGaL3ILLA\18e1 LLA4ocx Page 4 of 4 EXHIBIT °B" - MAP SHEET 1 OF 6 SHEETS LOT LINE ADJUSTMENT NO.200007 NOTE: THE PROPOSED LOT LINES WILL NOT LATERALLY INTERSECT MANUFACTURED SLOPE. NO DRAINAGE ,y3' FROM THE TRIBUTARY AREA ABOVE A MANUFACTURED PICD< Slr&ET< SLOPE WILLSHEET FLOW OVERTHE SLOPE FACE WIN SHEET _ SAN BERNARDINO CO. LEGEND: E)GSTING LOT LINE TO REMAIN 0 ---------- OLDLOTUNE NEW LOT LINE SI P.O.C. POINT OF COMMENCEMENT 51 T.P.O.S. TRUE POINT OF BEGINNING (R) INDICATES RADIAL BEARING PARCEL NUMBER PER Pp RITA Ay O THIS ADJUSTMENT p� RIGHTOF WAYPER DEEDS REM. 02/2W198989 AS INST. NO. 88AND 03/22/1869 AS INST. NO. 6650350:i MOUNT VERNON AVENUE PER FINAL DECREE OF CONDEMNATION, J RED. 9/19/1933 PER DEED BOOK _ 133, PAGE 514, O.R. © PIGEON PASS ROAD PER DEED PLAT 702-V AND GRANT DEED 0 REC. D1/08/1952 PER DEED BOOK F 1332, PAGE 121, O.R. y� �p GRANT DEED RECORDED DEC. y I 07. 1999 AS INSTRUMENT NO. 1998532176, O.R.NOTE O THISTHIS LLA MERGES 4 PARCELS INTO FFSHEET 3 TWO PARCELS _ _ ---- ERA STREET > N6 � a F7 P107m PASS WAD PROJECT LOCATION VICINITY MAP N. T. S SPRING STRE w / z /0 w (BE) In / SEE SHEET d NON 7. � J PIGEON PASS ROAD �aa"�Uo l� o. A 0441L 8-76-so �p s THOMAS M. CASELDINE DATE $ i $ L.S. 9029 ♦ No. 902E * ASSESSOR'S PARCEL NUMBERS: r 255-130.005,265-130-016,255-130019, ffffypA /A✓ELEA78 pF GCS 255-190-028, 255190-029 & 255-IOM30 C141 FNSINPERPNO90 P° GvSUR M SECTIONS 5& 9, TOWNSHIP 2 SOUTH, RANGE 4 WEST w� EXHIBIT "B" - MAP SHEET 2 OF 6 SHEETS LOT LINE ADJUSTMENT NO.200007 v.o.6. NOTES: rp SPRING STREET W. 114 C0R., SEE SHEET B FOR EASEMENT NOTES. SEC. 9, T. 23, R. 4W. SEE SHEET 3 FOR DATA TABLE FOR S89°05'21°E661.18' PARCEL"A° "I O SOD°30` 3'W_ 1 3 233,22' o, a S Z I K SEG.$ NI I I� N NlA NS 1 30' I r I579_351 P � 1� Nc°tn \G ________________ 9 ��N. 165 FEET, I 5 295� SE. 1/4, NE. 1/4, pPN_____SE_1/4_SEC_ 8 __ l'l . �6 ,� .A 489'13.4 274.07 r�0Z pO?' N 4. S'C $ N89°13'4TW SW. C0R,NW. 1M, SW. 114. SEC 9. — me .."E "rnM. Poa°° CURVE DATA DELTA RADIUS LENGTH 41°26W0' 1100.00' 795.46' RCUFRVE 27°42'38" 1100.00' 418b1' 30931-13% 1100.W S85.W 78°17'48' 1100.00'.BB'918OT31' 170.00' 270.37' Col LINE DATA LINE BEARING LENGTH L7 NO°30'03°E 30.00' L2 N89°06'21'W 20.01. LB N89°2323°E 168.60' L7 NO* 30' WE 614.9T L11 N89°29WW 10.00' S. LINE. NW. 1/4, pS'% SW. ASSESSOR'S PARCEL NUMBERS: 255-1306005, 2W130-016, 255-130-019, 255.1904026, 255.190-M & 2WI90-030 SECTIONS 8 89, TOWNSHIP 2 SOUTH, RANGE 4 WEST EXHIBIT "B" - MAP SHEET 3 OF 6 SHEETS LOT LINE ADJUSTMENT NO.200007 NOTES: SEE SHEET 6 FOR EASEMENT NOTES. n �� PyOy B w j O J 9 Jo L11N89°206(AD 9_W \ O'Q'SO \ X 4 �� �5y. w I) 4 Sa'+ w I • r L1 N85.2_7'S2°E C m iBL17 �i' �L9 C5>i "S F 255-190-028 L18. 1C7 =_ N89°16'17W 486.40' I a S. LINE, NW. 1/4, Q FNtCD W SW. 114 SEC. 9. / 71M-ON f.' ��wi'� /, �� DETAIL "A" ASSESSOR'S PARCEL NUMBERS: N. T. S. 255-130,M, 255-130916, 2W130019, //w�ENO/NEERB 255-190-028, 255-190-029 & 255-190030 s SECTIONS 8 & 9, TOWNSHIP 2 SOUTH, RANGE 4 WEST r w. CURVE DATA CURVE DELTA RADIUS LENGTH 61°28'00" 1100.00' 795.46' C2 21°4236' 1100.00' 418.81' C9 30°31'13" 1100.00' 586.95' C4 i6°1T49' 1100.00' 312.88' cs o•36'zG'• 1a9a.Te' 1s.ea c7 r3n4e° 1100.00' zB.oe' C8 91°OT31' 170.00' 270.3T cB er3zroG" 23o.a9' zaT.Dr LINE DATA LINE BEARING LENGTH Li NO°30'03'E 30.00' L2 N89°05'21W 20.01' LB N89°23'23"E 188.60' L7 NO°30'64°E 814.9T LB NO°30'S4"E 14590' L9 N69°23'23'E 168.51' L71 NB9°29'08W 10.00' L14 NO°3T34W 15.00' L75 N89°23'23"E 50.00' EXHIBIT "B" - MAP SHEET 4 OF 6 SHEETS LOT LINE ADJUSTMENT NO.200007 J NOTES: P.O.C. / SEE SHEET 6 FOR EASEMENT NOTES W. 1/4 COR., SEC. 9, T. 2S, SEE SHEET 5 FOR DATA TABLE FOR R. 4W (i SPRING STREET PARCEL B° Ll 1T�'E�9.68'—_ 9 — N0°30'03"E /J ro m ti9 / !0 14l.5535'W p 233.22' gp�p 141.55' NWlr25'W O q, 161AX 20'B �N 'l 05 O/ \M1lp p\ryk96. °z �ePo H i = I 5 \rd / ya W ) 11 U, w \ o?,`Qp co) it ( O `p'� \ �. 6?. :g CIO , �� SEE DETAIL / i SEE SHEET 5 _ __2��________________ 6 : C71 SBO'18'54"E 119.34' 11 5 _--+ _ PIGEON PASS ROAD S. LINE, NW. 1/4, - SW.1/4 SEC. 9. \ N'16117'W SW. C0R,'NW. 114, ���, f _ !J 320.88, SW. 114, SEC 9. , r 1 ASSESSOR'S PARCEL NUMBERS: �/`/y�/'�,�, 255130-005, 255-130-018, 255.130-019, /��2?N0/NEER8 255-190-028, 255-190-029 & 255-19D-030 SECTIONS 8 & 9. TOWNSHIP 2 SOUTH, RANGE 4 WEST CURVE DATA CURVE DELTA RADIUS LENGTH Cl 41°28'00' 1100.00' 795.48' C2 21°42'38' 1100.00' 416.81' C3 30'31'13' 1100.00' 685.85 C4 18°1T49' 1100.00' 312.85 C10 12°02'22° 1156.OD' 242.97' C11 6°i6'03' 1434.78' 158.95' C72 8°46'2B" 1156.00' 177.04' C73 2°22'18' 1484.78' 81.88' LINE DATA DNE BEARING LENGTH L7 NO°30'03'E 30.00' L72 SB9°1T25'E 19.89' L73 NO°30'54'E 411.40' EXHIBIT *Bw - MAP SHEET 5 OF 6 SHEETS LOT LINE ADJUSTMENT NO. 2D0007 NOTES: SEE SHEET 6 FOR EASEMENT NOTES. 4iov/ Hy 0 �P71in 7192-0Ot C13 %' 3 '°' S800181540E 6 _•' -�7Vi—mob 11-.34' - In EWEL No. 71U-06 , c7=., i S. LINE, NW. 1/4, �+1 / ��� �� 74 - 142.40' -17 I/ 89°18'17"W 320.88' SW. 1/43EC. 9. �8 �i' ��� / -- � i$ PIGEON PASS l 2 ^i�2i/ Bi Ri 1 gF ROAD y Ilzi!11 i!Erl ou iirc DETAIL"V ASSESSOR'S PARCEL NUMBERS: /gyp/�®��p N. T. S. 255130-M, 25513M% 255130-019, /�� P9 255790.028, 255.180.029 & 255190.030 wouwmwa •a xmnm SECTIONS 8 & 9, TOWNSHIP 2 SOUTH, RANGE 4 WEST ,wu•aao CURVE DATA CURVE DELTA RADIUS LENGTH Cl 41°2fi'ar' 1100.00' 795A8' C2 21'42'38• 1100.00' 416.61' C4 18°17'4B' 1100.ar 312.a8' C7 1°30'49' 1100.00' 29.08' C10 12°02'21' 115B.ar 242.91' C11 6°16'03" 1434.78' 156.95' C72 8°46'29' 11s6.ar 777.09' C13 2°22'18' 1494.78' 81.88' C14 8'S8'47' 318.88' 38.ar C15 2°OB'23' 1434.78' 53.58' C18 17'16'10" 268.86' 77.42' LINE DATA LINE BEARING LENGTH L20 S86°18'33'W 20.9T EXHIBIT'B' - MAP SHEET S OF B SHEETS LOT LINE ADJUSTMENT NO.200007 Oj AN EASEMENT FOR EITHER OR BOTH POLE LINES, CONDUITS, OR UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES, IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, RECORDED SEPTEMBER 13, 1971 AS INSTRUMENT NO. 102937, O.R. O AN EASEMENT FOR ACCESS, STORM DRAIN AND INCIDENTAL PURPOSES IN FAVOR OF SPRING BROOK LAND, LLC PER DOCUMENT RECORDED DECEMBER 9, 2005 AS INST. NO.20051017213, OR O AN EASEMENT IN FAVOR OF JON D. BRUNKA AND AVALON L BRUNKA FOR ACCESS PURPOSES PER DOCUMENT RECORDED NOVEMBER 8, 2007 AS INST. NO.2007-0682023, O.R. O AN EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY FOR ELECTRICAL APPURTENANCES PER DOCUMENT RECORDED JANUARY 14, 2000 AS INST. NO.20D8-0019177, OR O AN EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY FOR ELECTRICAL APPURTENANCES PER DOCUMENT RECORDED JANUARY 27, 2010 AS INST, NO. 2010-0034030, O.R. O AN EASEMENT IN FAVOR OF THE STATE OF CALIFORNIA FOR CALIFORNIA AQUEDUCT AND INCIDENTAL PURPOSES PER DOCUMENT RECORDED FEBRUARY 8, 1972 AS INST. NO. 16314, O.R. Oj AN EASEMENT IN FAVOR OF THE COUNTY OF RIVERSIDE, FOR PUBLIC ROAD AND DRAINAGE PURPOSES AND PUBLIC UTIUTY, RECORDED NOVEMBER 7, 2DDB AS INST. NO. 2008-0592647, O.R. O AN EASEMENT IN FAVOR OFTHE PACIFIC BANK FOR IRRIGATION RIGHT OF WAY PIPE FLOW PURPOSES PER DOCUMENT RECORDED JUNE 11, 18971N BOOK 5S, PAGE 363 OF DEEDS, O.R. (THE LOCATION CANNON BE LOCATED FROM RECORD). Og AN EASEMENT IN FAVOR OF SOUTHERN CAUFORNIA EDISON COMPANY FOR PUBLIC UFIIJTIES AND INCIDENTAL PURPOSES PER DOCUMENT RECORDED DECEMBER 17, 1955 AS INST. NO. 86216 IN BOOK 2013, PAGE 178, O.R. 7p AN EASEMENT IN FAVOR OF THE STATE OF CALIFORNIA FOR THE CALIFORNIA AQUEDUCT AND INCIDENTAL PURPOSES PER DOCUMENT RECORDED NOVEMBER 4, 1971 AS INST. NO. 131419, OR 7/ AN EASEMENT IN FAVOR OF MRF GROVE DEVELOPMENT, LP FOR DRAINAGE, SLOPE CONSTRUCTION AND INCIDENTAL PURPOSES PER DOCUMENT RECORDED DECEMBER 30, 2003 AS INST. NO.03.1010726, O.R. 7P AN EASEMENT IN FAVOR OF SMR VENTURES, LLC FOR ROAD, SLOPE, UTWTIES AND INCIDENTAL PURPOSES, RECORDED DECEMBER 07, 2005 AS INSTRUMENT NO.2005.1012492. O.R. AN EASEMENT IN FAVOR OF THE COUNTY OF RIVERSIDE FIR PUBLIC ROAD AND DRAINAGE PURPOSES PER DOCUMENT RECORDED APRIL 24, 2007 AS INST. NO.2007-0272221, O.R. H AN EASEMENT IN FAVOR OF RIVERSIDE CANAL COMPANY AND RIVERSIDE WATER COMPANY FOR IRRIGATION, DOMESTIC AND INCIDENTAL PURPOSES PER DOCUMENTS RECORDED APRIL 28, 18821N BOOK 28, PAGE 635 AND AUGUST 14,1885IN BOOK 42, PAGES 294 AND 296, ALL OF DEEDS. (CANNOT BE LOCATED FROM RECORD.) AN EASEMENT FOR RIGHT OF WAY AND INCIDENTAL PURPOSES, IN FAVOR OF THE COUNTY 15 OF RIVERSIDE RECORDED FEBRUARY 23,1989 AS INSTRUMENT NO. 58381, O.R. ASSESSOR'S PARCEL NUMBERS: 2W130-005, 255-130.016, 255-130,019, CEApAEEgS 255-190-020, 255-191 & 255ADO-030 SECTIONS 8 & 9, TOWNSHIP 2 SOUTH, RANGE 4 WEST