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11_0032171\ �/�o7` 2 ,, 17/ ,�"�4 Recording Requested By CHICAGO TITLE COMPANY RECORDING REQUESTED BY When Recorded Mail To STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 464 W. 4 STREET, 6 FLOOR SAN BERNARDINO, CA 92401 -1400 Attention C. Camarillo – MS 650 FREE RECORDING: This Instrument Is for the benefit of The State of California, and is entitled to be recorded wdth fee.(Govt. Code 6103) W - 1 ' GRANT DEED (INDIVIDUAL) 1 DOC # 2011 - 0032171 01/20/2011 02:08P Fee:NC Page t of 19 Recorded in Official Records County of Riverside Larry W. Uard Assessor, County Clark & Recorder 1111111111111111111111111111111111111111111111111111 S R I U PAGE I SIZE DA I MISC LONG RFD COPY 19.9 -21.6 21135 08 V 79 M A L 465 426 PCOR NCOR SMF` NCHG {i T: CTY UN1 Space above this line for Recorder's Use M Mct County Route Post Numbers KP 19.9 -21.6 21135 08 V 79 20.28 21138 22.36 21141 Grantor, Domenigoni- Marton Properties, a California General n ip, does hereby GRANT to the STATE OF CALIFORNIA, all that real property in the County of Riverside, State of C ornia, described as: See Attached Exhibit "A-1 ", "A - 2", and "A And depicted as: 0 See Attached Exhibit 11 0 -1 ", " - ", and "B - 3" �6, This conveyance is made for the purpose of a public highway and the grantor hereby rele s and relinquishes to the grantee any and all abutter's rights, including access rights, appurtenant to grantor's remaining property in and to said public highway. 08- Riv -79 -KP 19.9 - 21.6 -21135 (21135-1) 08- Riv79-KP 24.28 -21138 (21138 -1) 08- Riv -79 -KP 22.36 -21141 (21141 -1) Form RW 6-1(B) (Revised 01108) Numbers 21135 -1 21138 -1 211411 Excepting therefrom all water and water rights that may be within or under the parcel of land hereinabove described, together with the perpetual right of drilling, exploring and operating therefor and removing the same from said land or any other land, including the right to whipstock or directionally drill from lands other than hereinabove described, water wells into, through or across the subsurface of the land hereinabove described, and to bottom such whipstock or directionally drilled wells under and beneath or beyond the exterior limits thereof, and to redrill, equip, maintain, repair, deepen and opera ny such wells, without, however, the right to drill, explore and operate through the surface or the upper 100 feet th ubsurface of the land hereinabove described or otherwise in such a manner as to endanger the safety of any hiSk4 a at may be constructed on said lands. Subject to covenants, reservat strictions, rights, judgments, rights -of -way and easements, if any, of record. The grantor further understands that th r ntention of the grantee is to construct and maintain a public highway on the lands hereby conveyed in fee. (As used above, the terra "grantor" shall include th luralVowell as the singular number.) Dated this day of — Pe, 6 0r ` " """_. _ , 20( GRANTOR: 0 Domenigoni- Marton Properties, a California General Partnership By: . E Name: �A;� , J�ai+> �.� r !�. �w e- C, Its: � i4.Cr�✓r Ara go Sy: I NaKe: Its: - Form RW 6-1(8) (Revised 01108) 21135 -1 2113 &1 21141 -1 State of Calif nia ACKNOWLEDGMENT SS. Cauntyaf On Z' Q before me, ��ert 7e � and Gt3e�,a t� l�e officer) personally appeared l �! {here ins who proved to me on the basis of satisfactory evid6n reuti the person(s) whose name(s) islare subscribed to the within instrument and acknowledged to me that he/she /they the same in his/her /their authorized capacity (ies), and that by histherltheir signature(s) on the instrument the person(s), or e�tity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of C ' rnia that the foregoing paragraph is true and correct. 14W. 005233 VFE1 1 A. Ytt tANWA WITNESS nd a Icial seal. . 1l owm • Crtllfptnts Couat)► Signature (Seal) Od 2& Ste 1 77" Form RW 6-1SS) (Revised 01108) 21135 -1 21138 -1 21111 -1 State of California ,ACKNOWLEDGMENT County of E I ss. r_ On 6 G� "r (� before me, 1 (here insert name and Gtte of the officer) personally appeared �f ��`t'1 who proved to me on the basis of satisfactor�eto be the person(s) whose name(s) islare subscribed to the within instrument and acknowiedged to me that he /she /tNy e d the same in hislher /their authorized capacity (ies), and that by his/her/their signature(s) on the instrument the perso (s), . to entity upon behalf of which the person(s) acted, executed the instrument. O� 1 certify under PENALTY OF P ERJURY under the laws of the StateON)iiforoia that the foregoing paragraph is true and Correct. AEMM Itnf # Ili W33 WITNESS a d nd ' al seal. C911on A RI Coo* Signature (5ea1) M C Oct 20. 2014 THIS IS TO CERTIFY, That the State of California, acting by and through the Dep 4+ of Transportation (pursuant to Government Code Section 27281), hereby accepts for public purposes the eal property described In the within and consents to the recordation thereof. IN WITNESS WHERE: , I have )hereunto set my hand this day of , 20Z Cindy McKim Direc of Trans at° n g Q'I'aA Attorney In Fact Form RW 6.1(8) (Revised 01108) EXHIBIT "A -1" LEGAL DESCRIPTION BEING A PORTION OF SECTION 16, TOWNSHIP 6 SOUTH, RANGE 2 WEST, SAN BERNARDINO MERIDIAN, AS DESCRIBED IN QUITCLAIM DEEDS RECORDED JULY 26, 1993, AS INSTRUMENT NO, 287076, INSTRUMENT NO. 287077, INSTRUMENT NO. 287080, AND INSTRUMENT NO. 287081 RECORDS OF THE RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, AND DESCRIBED AS FOLLOWS: COMMENCING AT THE C LINE INTERSECTION OF STATE ROUTE 79, WINCHESTER ROAD AND SCOTT ROAD, ASS O ON RIGHT-OF-WAY MAP 900 -M, ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR OF E COUNTY, CALIFORNIA; ' THENCE N 16 0 26'06" E ALONG Ad NTERLINE OF STATE ROUTE 79, A DISTANCE OF 210.431 METERS TO A POINT ON THE S0 1 F SAID SECTION 16; THENCE N 89 ALONG SAID UT E, A DISTANCE OF 29.185 METERS TO A POINT ON THE WESTERLY RIGHT -OF -WAY LIN F TAV ROUTE 79 AS DESCRIBED IN INSTRUMENT NO. 418200 AS PARCEL 19576 -1, RECOR D NE 27, 2007, RECORDS OF SAID RECORDER, SAID POINT BEING THE TRUE POINT OF BEG ING. THENCE N 89 CONTINUING ALONG SAIDWUT4d LINE OF SECTION 16, A DISTANCE OF 5.759 METERS TO A POINT 33.525 METERS WESTE F, S MEASURED AT RIGHT ANGLES TO SAID CENTERLINE OF STATE ROUTE 79; THENCE N 16 PARALLEL WITH AND 33.525 METER WESTERLY OF SAID CENTERLINE, A DISTANCE OF 87.447 METERS TO THE BEGINNING OF A T ENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 576.015 METERS, SAID CU B G CONCENTRIC WITH AND 33.525 METERS WESTERLY OF, AS MEASURED RADIALLY TO I NTERLINE OF STATE ROUTE 79; 0 THENCE NORTHERLY ALONG SAID CONCENTRIC CURVE THROUGH L ANGLE OF 20°30'34 ", AN ARC DISTANCE OF 206.189 METERS TO A POINT ON A A LINE 33.525 METERS WESTERLY OF, AS MEASURED AT RIGHT ANGLES TO SAID CEN OF STATE ROUTE 79; THENCE N 04 0 04'28" W, PARALLEL WITH AND 33.525 METERS WESTERLY OF SAID CENTERLINE, A DISTANCE OF 452.798 METERS; THENCE N 04"03'48"W, PARALLEL WITH AND 33.525 METERS WESTERLY OF SAID CENTERLINE, A DISTANCE OF 174.312 METERS TO THE BEGINNING OF A TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 643.065 METERS, SAID CURVE BEING CONCENTRIC WITH AND 33.525 METERS WESTERLY OF, AS MEASURED RADIALLY TO SAID CENTERLINE OF STATE ROUTE 79; THENCE NORTHERLY ALONG SAID CONCENTRIC CURVE. THROUGH A CENTRAL ANGLE OF 03 ", AN ARC DISTANCE OF 36.533 METERS TO A POINT ON A TANGENT LINE 33.525 METERS WESTERLY OF, AS MEASURED AT RIGHT ANGLES TO SAID CENTERLINE OF STATE ROUTE 79; THENCE N 00 0 48'30" W, PARALLEL WITH AND 33.525 METERS WESTERLY OF SAID CENTERLINE, A DISTANCE OF 639.880 METERS TO A POINT ON THE NORTH LINE OF SAID SECTION 16, SAID LINE ALSO BEING THE CENTERLINE OF GARBANI ROAD ( GARBANI ROAD), AS SHOWN ON PARCEL MAP 28079, ON FILE IN BOOK 191, PAGES 22 THROUGH 24 INCLUSIVE, OF PARCEL MAPS. RECORDS OF SAID RECORDER; PAGE 1 OF 3 EXHIBIT "A -1" LEGAL DESCRIPTION (CONTINUED) THENCE S 89 E ALONG SAID NORTH LINE AND SAID CENTERLINE, A DISTANCE OF 18.293 METERS TO A POINT ON THE WESTERLY RIGHT -OF -WAY LINE OF SAID STATE ROUTE 79 AS DESCRIBED IN OFFICIAL RECORD BOOK 1045, PAGES 67 THROUGH 69 INCLUSIVE, RECORDS OF SAID RECORDER; THENCE S 00 0 48'30" E ALONG SAID WESTERLY RIGHT -OF -WAY LINE, A DISTANCE OF 639.422 METERS TO THE BEGINNING OF A TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 624.778 METERS; THENCE SOUTHERLY, CMT.4WING ALONG SAID WESTERLY RIGHT -OF -WAY LINE AND SAID CURVE THROUGH A CENTRWL AAGLE OF 03 0 15'18 ". AN ARC DISTANCE OF 35.494 METERS: THENCE S 04 °03'48" E, CONTINU SAID WESTERLY RIGHT -OF -WAY LINE, A DISTANCE OF 174.310 METERS TO AN ANGLE PQNX%EREIN; THENCE S 04 0 04'28" E, CONTINUING ALC3AID ESTERLY RIGHT -OF -WAY LINE, A DISTANCE OF 156.807 METERS TO A POINT ON THE ST OF SAID SECTION 16; THENCE S 01 0 39'09" E ALONG SAID EAST LINE, f�NCE OF 444.645 METERS TO A POINT ON SAID WESTERLY RIGHT -OF -WAY LINE OF STATE 79, SAID POINT BEING THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY, G RADIUS OF 594.302 METERS AND AN INITIAL RADIAL BEARING OF S 79 0 3742" E, SAID RV BEING CONCENTRIC WITH AND 15.238 METERS WESTERLY OF, AS MEASURED RADIA TO SAID CENTERLINE OF STATE ROUTE 79; THENCE SOUTHERLY ALONG SAID WESTERLY RIGHT-OF-WAY ND SAID CONCENTRIC CURVE, THROUGH A CENTRAL ANGLE OF 06 0 03'48 ", AN ARC DISTANQE QF 62.893 METERS; THENCE S 16 W, CONTINUING ALONG SAID WESTERLY RIGHT- LINE, PARALLEL WITH AND 15.238 METERS WESTERLY OF SAID CENTERLINE, A DISTA O 8.054 METERS TO AN ANGLE POINT THEREIN, ALSO BEING THE NORTHEASTERLY COR F RCEL 19576- 1 AS DESCRIBED IN INSTRUMENT NO. 418200 RECORDED JUNK 27, 2 CORDS OF RIVERSIDE COUNTY; THENCE N 73 0 33'54" W, CONTINUING ALONG SAID WESTERLY RIGHT- OF-WAY LINE AND THE NORTHERLY LINE OF SAID PARCEL 19576 -1, A DISTANCE OF 12.782 METERS TO A POINT 28.000 METERS WESTERLY OF, AS MEASURED AT RIGHT ANGLES TO SAID CENTERLINE OF STATE ROUTE 79, SAID POINT BEING AN ANGLE POINT ON SAID WESTERLY RIGHT -OF -WAY LINE AND THE NORTHWESTERLY CORNER OF SAID PARCEL 19576 -1; THENCE S 16 W. CONTINUING ALONG SAID WESTERLY RIGHT -OF -WAY LINE AND THE WESTERLY LINE OF SAID PARCEL 19576 -1, PARALLEL WITH AND 28.000 METERS WESTERLY OF SAID CENTERLINE, A DISTANCE OF 17.768 METERS, TO THE TRUE POINT OF BEGINNING; CONTAINING 25,7503 SQUARE METERS, 277,174 SQUARE FEET, OR 6.363 ACRES, MORE OR LESS. EXCEPTING THEREFROM ALL WATE=R AND WATER RIGHTS THAT MAY BED WITHIN OR UNDER THE PARCEL OF LAND HEREINABOVE DESCRIBED, TOGETHER WITH THE PERPETUAL RIGHT OF DRILLING, EXPLORING AND OPERATING THEREFOR AND REMOVING THE SAME FROM SAID LAND OR ANY OTHER LAND, INCLUDING THE RIGHT TO WHIPSTOCK OR DIRECTIONALLY DRILL FROM LANDS OTHER THAN HEREINABOVE DE=SCRIBED, WATER WELLS INTO, THROUGH OR PAGE 2 OF 3 EXHIBIT "A -1" LEGAL, DESCRIPTION (CONTINUED) ACROSS THE SUBSURFACE OF THE LAND HEREINABOVE DESCRIBED, AND TO BOTTOM SUCH WHIPSTOCK OR DIRECTIONALLY DRILLED WELLS UNDER AND BENEATH OR BEYOND THE EXTERIOR LIMITS THEREOF, AND TO REDRILL, EQUIP, MAINTAIN, REPAIR, DEEPEN AND OPERATE ANY SUCH WELLS, WITHOUT, HOWEVER, THE RIGHT TO DRILL, EXPLORE AND OPERATE THROUGH THE SURFACE OR THE UPPER 100 FEET OF THE SUBSURFACE OF THE LAND HEREINABOVE DESCRIBED OR OTHERWISE IN SUCH A MANNER AS TO ENDANGER THE SAFETY OF ANY HIGHWAY !ljTJ MAY BE CONSTRUCTED ON SAID LANDS; SUBJECT TO COVENANT%JftDITIONS, RESERVATIONS, RESTRICTIONS, RIGHTS, JUDGMENTS, RIGHTS-OF-W44 EASEMENTS, IF ANY, OF RECORD. THIS CONVEYANCE IS MADE FCFl PURPOSE OF A STATE HIGHWAY AND THE GRANTOR HEREBY RELEASES AND RELIN WIH O TH E GRANTEE ANY AND ALL ABUTTER'S RIGHTS INCLUDING ACCESS RIGHTS, APP N TO GRANTOR'S REMAINING PROPERTY IN AND TO SAID STATE HIGHWAY. THE BEARINGS AND DISTANCES USED I ABOVE DESCRIPTION ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 19$3, N MULTIPLY DISTANCES BY 1.000100842 TO OBTAIN GROUND DISTANCES. REFERENCE IS HEREBY MADE TO STATE OF CALIFO DEICARTMENT OF TRANSPORTATION - DISTRICT 8 MAP, FILE NUMBER RW 000014 / 4TH UG ,V 9 60, INCLUSIVE, ON FILE AS MAP NUMBER 205 1 401 THROUGH 460, INCLUSIVE, IN THE OnTE OF THE COUNTY SURVEYOR OF RIVERSIDE COUNTY, CALIFORNIA. 08- RIV -79 -KP 19.9 - 21.6 -21135 21135 -1 SEE ATTACHED EXHIBIT "13-1" APPROVED BY: * ~ No. 8455 401 J', E %p, 12 -31 -10 DATE: PAGE 3OF3 EXHIBIT "B -1" 08--RIV -79 -KP 19.9 -21.6 -21135 (21135 -11 SECTION 9 ' N.T.S SECTION 10 � GARBANI ROAD QU ITCL A IM DEEDS INST. # 287076 8 287077 REC. 07/26/ 993 NE I/A SECT 16 APN 466 - -240 - 0 SECTION 15 -- -NORTH LINE SE "4 25.750.3 SO. M 277.174 S0. F T. 6.363 AC. SHEET 5 SHEET 4 -- SECTION 15 0 T ®6S. , R. 2W. 4 SQ B. M4 SHEET 4 I SHEET 3 9 E I E f E SH ` -- SHEET I E 1 r I p7 r � r r cc V) . . INDICATES RESTRICTED ACCESS QUITCLAIM DEEDS INST. # 287080 & 287081 REC. 07/26/1993 SE 1,4 SECTION 1 6 APN 466 -250 -028 SECT ION 21 s TROY o -.._ 1 T ROA - D `' r P.O.C.' 1f SECTION 22 W ASH LNG �QN ALL DISTANCES SHOWN ARRE METRIC GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DIST. BY A COM81RATION FACTOR OF 1.000100942. COUNTY QP RIVERSIDE TRANSPORTATION DEPT., SURVEY DIV. PAR. NO.: 211$5 - PROJECT: STATE ROUTE 79 PREPARED BY: KNV. THIS PLAT SCALE; N a T .5. IS AN A ID IN LOCATING THE PARCELISI DESCRIBED IN THE PRECEDING DATE: JUL 2009 DDCIXNT. ALL PRIMARY CALLS ARE DATED IN THE WRITTEN DESCRIPTION. 4V. 0. N O.: 84 -0527 APPROVED $Y• DATE• SHEET 1 OF 5 SECTION 16 DETAIL "All T. 6S.. R. 2w. , S.B .M. SECTION 21 T.P.O.B. — � R/W PER INST. # 418200 I Y R/W PER SECTION 15 R. 1045/67 -69 REC. 0 /1949 SECTION 22 TES RESTRICTED ACCESS PARCEL 19576 -1 z8, �' REC. 06/2 /2007 � 56, ~ � z cr) ' � 1 r 5. s y ► rn In � C or r ,� \, —TYAB. D W 4SV jt it ALL DISTANCES SHOWN ARE METRIC GRID DISTANCES. LAND S GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DIST. BY A COMBINATION FACTOR OF 1.000100842. COUNTY OF I IVERSIDE TRANSPORTATION DEPT'., SURVEY DIY. PAR. NO.: 21185 - PROJECT STATE ROUTE 79 PREPARED BY: KNV �� Exp. 12- t `ter SCALE: N.T.S. CA4� 1H NT. I � PRIMY cu s aar iN�THE 'WRITTEN DESCRIP DATE : NO.: JUL 8 . 2 APPROVED BY TE'• g z—.—, SHEET 2 OF 5 EXHIBIT "B -1" 08- RIV- -79 -KP 19.9- 21.6 -21135 (21135 - 1) R/W PER SEE SHEET 3 O.R. 1045157 -60 REC. 0111$/1949 QUITCLAIM DEEDS INST. # 287080 x 287081 REC. 07/26/1993 � LINE DATA N. r . s. 10 N 89 °56'58" w - 29.185 APN 466 -250 -028 9 2(] N $9 °56'58" W - 5.759 OVERALL C/L CURVE DATA �? 3 o.a 76 Q N 16 E - 87.447 A = 20 0 30'34" S 01 °39'09" E - 444.645 R - 609.540 lax: @ S 16 °26'06" W - 68.054 L = 218.189 11 N 73 W - 12.762 T = 110.275 S 16 °26'06" W - 17.768 21135-1 S 79'37'42" � E (R} CURVE DATA _ - 4 (DA = 06'03'48 25.750.3 S M d R = 594.302 277.174 SO. FT. L = 62.893 6.363 AC. T = 31.476 33. Szs SECTION 16 DETAIL "All T. 6S.. R. 2w. , S.B .M. SECTION 21 T.P.O.B. — � R/W PER INST. # 418200 I Y R/W PER SECTION 15 R. 1045/67 -69 REC. 0 /1949 SECTION 22 TES RESTRICTED ACCESS PARCEL 19576 -1 z8, �' REC. 06/2 /2007 � 56, ~ � z cr) ' � 1 r 5. s y ► rn In � C or r ,� \, —TYAB. D W 4SV jt it ALL DISTANCES SHOWN ARE METRIC GRID DISTANCES. LAND S GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DIST. BY A COMBINATION FACTOR OF 1.000100842. COUNTY OF I IVERSIDE TRANSPORTATION DEPT'., SURVEY DIY. PAR. NO.: 21185 - PROJECT STATE ROUTE 79 PREPARED BY: KNV �� Exp. 12- t `ter SCALE: N.T.S. CA4� 1H NT. I � PRIMY cu s aar iN�THE 'WRITTEN DESCRIP DATE : NO.: JUL 8 . 2 APPROVED BY TE'• g z—.—, SHEET 2 OF 5 OUITCL DEEDS INST. # 287076 A 287077 REC. 07/26/1993 NE 114 SECT ION 16 APN 466 -240 -002 NORTH L I N E SE 1, 4 N.T.S. ! APN 4a6- 250 -028 EXHIBIT "B-1" 08- RIV- -79 -KP 19.9 -21.6 -21135 (21135 -1) SEE SHEET 4 �3; w 0 a a 33.525 2113 1 I 25.750.3 SO. ® .� 8 277,174 S0. F 1 r 6.363 A C. 0 I N SECTION 16 ., T.6S., R.2W.9 S.O.M. QUITCLAIM DEEDS INST. # 287080 & 287081 REC. 07/26/1993 SE I,4 SECTION 16 SECTION LINE 3t co N lw 0 �r a CC L) r 1 �+ 0 4 a I LiJ INDICATES RESTRICTED ACCESS wAlir ='°-- R/W PER O.R. 1045/67 -69 REC. 01/18/1949 SECTION 15 30.476 LINE DATA (35 N 04 °03'48 W 174.312 (] S 04 °03'48" E - 174.310 S 04 °04'28" E - 15 n S 01 °39'09" E - 444.645 CURVE DATA © = 20° 30' 34 " R = 576.015 = 206.189 R/W PER O.R. 1045/57 -60 REC. 01/18/1949 SEE SHEET 2 ALL DISTANCES SHOWN ARE METRIC GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DIST. BY A COMBINATION FACTOR OF 1.000100842. OOUNTY OF RIVERSIDE TRANSPORTATION DEPT, SURVEY DIV. PAR N O.: 21135 - PROJECT: STATE ROUTE 7$ PREPARED B Y: KNV T.S N. S. II>aE THIS PLAT IS AN AID IN LOCATING THE P ARCE LiSI DESCRIBED IN THE PRECEDING DATE: SCALE: J N N. 00 9 DDCNT. AU PRIMARY CALLS ARE LOCATED IN THE WITTEN DESCRIPTION. w.0. NO.: 84 -0527 APPROVED BY: DATE' �8 'ao SHEET 3 OF 5 — ` SECTION LINE l No To So I EXHIBIT "B-1" 08-RIV-79-KP 19.9-21.6-21135 (21135-1) SEE SHEET 5 1 (=V LINE DATA I I @ N 04-04'28" W — 452.798 33-525 1 % S 04 E — 156.807 co w 00 C (21135-1>,-, 25,750.3 SO. ko 277.174 SO. T . 6.363 AC. &I ro SECTION 16 %Ili w T. GS. t R. 2W. , S. B.M. R/W PER — O.R. 1045/67-69 REC. 01/18/1949 QUITCLAIM DEEDS INST. # 287076 & 287077 REC. 07/26/1993 NE 1, 4 SECTION 16 APN 466-240-002 OVERALL C/L CURVE DATA A = 20 R = 609.540 L = 218-189 T = 110.394 L—Ij INDICATES RESTRICTED ACCESS rn co ko Ln 1 .476 CURVE DATA a = 03 R = 643.065 L = 36-533 T = 18.271 & = 03 R = 624.778 L = 35-494 T = 17.752 SECTION LINE OVERALL C/L CURVE DATA A = 03*15'18" R = 609-540 L = 34.628 T = 17.319 S CTI E Ll G CT 15 R/W PER O.R. 1045/57-60 REC. 01/18/1949 1 - 4 111 1 SEE SHEET ALL DISTANCES SHOWN ARE METRIC GRID DISTANCES. LAND S GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DIST. BY A COMBINATION FACTOR OF 1.000100842. COUNTY OF RIVERSIDE TRANSPORTATION DEFT, PAR. NO.: 21135-1 No. 8455 r, suRvEy DIV. PREPARED BY: KNV Exp. 2-31-10 'Kr PROJECT: STATE ROUTE 79 SCALE: N.T.S. DOCUKRY. ALL PRIMNY CALLS AM LIXATED IN THE VAITIEN DESCRIPTION. DATE: JIL V. 2 W.O. NO.: B4-052 APPROVED BY' ATE Ap&—ro IM/ SHEET 4 OF 5 co z co co yr C) 0 LA CURVE DATA a = 03 R = 643.065 L = 36-533 T = 18.271 & = 03 R = 624.778 L = 35-494 T = 17.752 SECTION LINE OVERALL C/L CURVE DATA A = 03*15'18" R = 609-540 L = 34.628 T = 17.319 S CTI E Ll G CT 15 R/W PER O.R. 1045/57-60 REC. 01/18/1949 1 - 4 111 1 SEE SHEET ALL DISTANCES SHOWN ARE METRIC GRID DISTANCES. LAND S GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DIST. BY A COMBINATION FACTOR OF 1.000100842. COUNTY OF RIVERSIDE TRANSPORTATION DEFT, PAR. NO.: 21135-1 No. 8455 r, suRvEy DIV. PREPARED BY: KNV Exp. 2-31-10 'Kr PROJECT: STATE ROUTE 79 SCALE: N.T.S. DOCUKRY. ALL PRIMNY CALLS AM LIXATED IN THE VAITIEN DESCRIPTION. DATE: JIL V. 2 W.O. NO.: B4-052 APPROVED BY' ATE Ap&—ro IM/ SHEET 4 OF 5 N.T.S. I EXHIBIT "B -1" 08 -R I V-- 79--KP 19.9 -21.6 -21135 (21135-1 1 1 1 1 SECTION LINE R/W PER LOT "B" PM 28079 191/22 -24 PM 28079 PM 191 /22 -24 r w O R/W PER LOT C PM 9 191/22 4 SECTI 0 �---- -- GARBAN I RDA SECTION 16 QUITCLAIM DEEDS INST. # 287076 I1. 287077 REC. 017/26/1943 NE 1,4 SECT ION 16 33.525 T.6S. R ® S. CORN SECTION 16 I I� 1 SECTION 10 � N � N co 'a' 0 rn io _V' NORTH LINE SEC 15 SECTION 15 f--- R /W PER O.R. 1045/57 -60. 2 -' a i EC. 01 /18/1949 M° 25.750.3 SO. M _- �..� 30.47 277.174 SO. FT. w 6.363 AC. ° SECTION t co q 0 APN 466 - 240-002 0 4 z ul R/W PER O.R. 1045/67 - 69, S 89 °22'36" E - 18.293 REC. 01/18/1944 t� Lj-j INDICATES RESTRICTED ACCESS SEE SHEET 4 ALL DISTANCES SHOWN ARE METRIC GRID DISTANCES. Sp GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE q 'pG F � GRID D[ST, BY A COMBINATION FACTOR OF 1.000100842. COUNTY OF RIVERSIDE TRANSPORTATION DEPT., SURVEY DIV. PAR. NO. ; 2 1135 - 455 * PROJECT: STATE ROUTE 79 PREPARED BY: KNV 31 SCALE: N.T.S. THIS PLAT 15 AN AID IN LDCATING INC PARCEL(S) DESCRIBED IN THE PRECEDING DUMNT. ALL PRIMARY CALLS ARE LDCATEO IN THE WRITTEN DESCRIPTION. DATE: JULY, 2009 W.O. NO. B 4 -0527 APPROVED BY • DATE . 1? � Zv o SHEET 5 OF 5 EXHIBIT "A -2" LEGAL DESCRIPTION BEING A PORTION OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN QUITCLAIM DEED RECORDED JULY 26, 1993, AS INSTRUMENT NO. 287084, RECORDS OF THE RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP, 6 SOUTH, RANGE 2 WEST, SAN BERNARDINO MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF STATE ROUTE 79, WINCHESTER ROAD, AND THE CENTERLI OF WASHINGTON STREET, AS SHOWN ON RIVERSIDE COUNTY RIGHT -OF -WAY MAP NUM 00 -M, PAGES 1 THROUGH 4, INCLUSIVE, ON FILE IN THE OFFICE OF THE COUNTY SURVE 0 VERSIDE COUNTY, CALIFORNIA; THENCE N 16'26'08" E, ALON 9 N TERLINE OF STATE ROUTE 79, A DISTANCE pF 288.021 METERS, TO THE BEGINNINGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 609.540 METERS; THENCE NORTHERLY ALONG SAID TA E RVE, THROUGH A CENTRAL ANGLE OF 06'03'49 AN ARC DISTANCE OF 64.506 E; S T A POINT ON SAID TANGENT CURVE, TO WHICH A RADIAL LINE BEARS S 79'37 43 " E, THENCE N 79'37'43"W, ALONG SAID RADIAL LIN ,�TANCE OF 15.238 METERS TO A POINT ON THE WESTERLY RIGHT -OF -WAY LINE OF SAID OUTE 79, AS DESCRIBED BY DEED RECORDED JANUARY 18, 1949, IN OFFICIAL RECORD 1 5, PAGES 57 THROUGH 60, INCLUSIVE, RECORDS OF SAID RECORDER, SAID POIN EI THE TRUE POINT OF BEGINNING; THENCE N 01'39'09" W. A DISTANCE OF 444.645 METERS, TO A POIN�V SAID WESTERLY RIGHT -OF -WAY LINE; THENCE S 04'04'28" E, ALONG SAID WESTERLY RIGHT -OF -WAY LINE, IS ANCE OF 295.989 METERS_ TO THE BEGINNING OF A TANGENT CURVE CONCAVE WEST 'RAVING A RADIUS vr ua".ave- Iw" I L-n.�, Nit THENCE SOUTHERLY ALONG SAID TANGENT CURVE, THROUGH A CENTRAL F 14'26'46 ", AN ARC DISTANCE OF 149.842 METERS, TO THE TRUE POINT OF BE INNING; CONTAINING 3,251.1 SQUARE METERS, 34,994 SQUARE FEET, OR 0.803 ACRES, MORE OR LESS, EXCEPTING THEREFROM ALL WATER AND WATER RIGHTS THAT MAY BE WITHIN OR UNDER THE PARCEL OF LAND HEREINABOVE DESCRIBED, TOGETHER WITH THE PERPETUAL RIGHT OF DRILLING, EXPLORING AND OPERATING THEREFOR AND REMOVING THE SAME FROM SAID LAND OR ANY OTHER LAND, INCLUDING THE RIGHT TO WHIPSTOCK OR DIRECTIONALLY DRILL FROM LANDS OTHER THAN HEREINABOVE DESCRIBED, WATER WELLS INTO, THROUGH OR ACROSS THE SUBSURFACE OF THE LAND HEREINABOVE DESCRIBED, AND TO BOTTOM SUCH WHIPSTOCK OR DIRECTIONALLY DRILLED WELLS UNDER AND BENEATH OR BEYOND THE EXTERIOR LIMITS THEREOF, AND TO REDRILL, EQUIP, MAINTAIN, REPAIR, DEEPEN AND OPERATE ANY SUCH WELLS, WITHOUT, HOWEVER, THE RIGHT TO DRILL, EXPLORE AND OPERATE THROUGH THE SURFACE OR THE UPPER 100 FEET OF THE SUBSURFACE OF THE LAND HEREINABOVE DESCRIBED OR OTHERWISE IN SUCH A MANNER AS TO ENDANGER THE SAFETY OF ANY HIGHWAY THAT MAY BE CONSTRUCTED ON SAID LANDS; SUBJECT TO COVENANTS, CONDITIONS, RESERVATIONS, RESTRICTIONS, RIGHTS, JUDGMENTS, RIGHTS -OF -WAY AND EASEMENTS, IF ANY, OF RECORD. PAGE 1 OF 2 EXHIBIT " A -2" LEGAL DESCRIPTION (CONTINUED) THE BEARINGS AND DISTANCES USED IN THE ABOVE DESCRIPTION ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6. MULTIPLY DISTANCES BY 1,000100842 TO OBTAIN GROUND DISTANCE. REFERENCE IS HEREBY MADE TO STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION - DISTRICT 8 MAP, FILE NUMBER RW 0000141 1 THROUGH 60, INCLUSIVE., ON FILE AS MAP NUMBER .2051401 THROUQjd 460, INCLUSIVE, IN THE OFFICE OF THE COUNTY SURVEYOR OF RIVERSIDE COUNTY, CA O IA. EE ATTACHED EXHIBIT "B -2" RI 79- KP20.28 -21138 (21138 -1) AN F. APPROVED BY; '� tVn. A1d55 � DATE; Ire PAGE 2OF2 N. i . S. EXHIBIT "B -2" 08- RIV- 79- KP20.28 -21138 (21138 -1) LINE DATA CAL a N 16'26'06" E - 288.021 CURVE DATA (DA = 06 °03'49" R = 609.540 E L = 64.506 T = 32.283 i i I i 8 -1 3.25 So. M\ 34,994 T. 0.803 i i I I T.P.a.B. ``- SECTION 16 SECTION 21 1 i i i i cn ' I � TRANS R/W MAP 912585 OUITCLAIM DEED INST. # 287084 REC. 07/26/1993 APN 466 -260 -001 DETAIL i SEE SHEET 2 OF 2 I I �{ SECTION 15 SC �_�A0 .)rSECT10N 22 RIV. CO. R/W MAP 900 -M P.O.C.- T, 6S. , R. 2W.. S.B.M. Mo. 8455 Exv. 12 »31 -10 � � STR EET ALL DISTANCES SHOWN ARE METRIC GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DIST. BY A COMBINATION FACTOR OF 1.040100842. 0OUNTY OF RIVERSIDE TRANSPORTATION DEPT SURVEY DIY. PAR. NO.: 21138.1 PROJECT STA ROUTE 79 PREPARED BY: KNV SCALE: N.T.S. 1HIS ]SAN -AID PRECEDING DOM ENT. ALL PRIMARY CALLS ARE LOATED IN THE WR DESCRIPTION. DATE. SEPTEMBER. W.O. NO.: 84 -052' APPROVED BY /�-- . I ?� oi �, „ ^ DATE - _ _,,_ __ SHEET 1 OF 2 N. T. S. EXHIBIT "B -2" 08- RIV- 79- KP20.28 -21138 (21138 -1) I '! R/W PER �' CAL O.R. 1046/67 -69 REC. 01/18/49 U QUITCLAIM DEED INST. # 2 84 REC. 07/ /1 3' cn cn 00 m' Lo to co N v APN 466 -260 -001 cn D it pn a 0 21138 -1 z 3,251.1 SO. M 34.994 SO. FT. 0.803 AC. AC. TRANS R/W MAP 912585 R/W PER Q.R. 1045/57 -60 REC. 01/18/49 LINE DATA 0� 79° 37' 43" w ( R ) - 15.238 CURVE DATA = 06 0 03'49" 609,540 L - 4.506 = 32,283 ® Q = 14 °26'46" R = 594.302 L = 149.842 T = 75.321 SECTION 16 R/W PER T.P.O.B.- , O.R. 1046/67 - 69 SECT I ON REC. 01/18/49`"~ 1 A ! T o 6 ..7 ® 4 R a 2 W e 8 ALL DISTANCES SHOWN ARE METRIC GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DIST. BY A COMBINATION FACTOR OF 1.000100842. 15 Ems COUNTY OF RIVERSIDE TRANSPORTATION DEPT, SURVEY DIY. PAR' NO—* 21238 -1 PROJECT: STATE ROUTE 79 PREPARED BY: KNV SCALE: N.T.S. THIS PLAT 15 AN AID IN LOCATING THE PARCEL(S) DESCRIBED I THE PRECEDING DATE: SEPTEMBERS s DOCUMENT. ALL PRIMARY CALLS ARE LOCATED IN THE WITTEN DESCRIPTION. w.0. NO.: 84 -0527 APPROVED BY' TIM° SHEE 2 O F 2 EXHIBIT "A -3" LEGAL DESCRIPTION BEING A PORTION OF THE NORTHEAST ONE- QUARTER OF SECTION 9, TOWNSHIP 6 SOUTH, RANGE 2 WEST, SAN BERNARDINO MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 9, AS SHOWN ON PARCEL MAP 28079 ON FILE IN BOOK 191, PAGES 22 THROUGH 24, INCLUSIVE, OF PARCEL MAPS, RECORDS OF THE RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; THENCE N 89 °42'32" W ALO THE EAST-WEST CENTER SECTION LINE OF SAID SECTION 9, ALSO BEING THE CENTER IN F IG AVENUE AS SHOWN ON SAID PARCEL MAP, A DISTANCE OF 10.123 METERS TO A P N THE WESTERLY RIGHT-OF-WAY LINE OF STATE ROUTE 79, WINCHESTER ROAD {30.47 E RS WIDE) AS DESCRIBED BY DEEDS RECORDED JANUARY 18, 1949, IN OFFICIAL RECORD 5, PAGE 50 AND PAGE 57, RECORDS OF SAID RECORDER, SAID POINT BEING THE TRUE P T F BEGINNING; THENCE N 89 CONTINUING ON ID CENTER SECTION LINE AND SAID CENTERLINE OF CRAIG AVENUE, A DISTANCE OF 18.9 RS TO A POINT 33.525 METERS WESTERLY OF, AS MEASURED AT RIGHT ANGLES TO SAID TERL*4E OF STATE ROUTE 79; THENCE N 00 0 48'30" W, PARALLEL WITH ANR DIQXANT 33.525 METERS WESTERLY OF SAID CENTERLINE OF STATE ROUTE 79, A DISTANCE F 2,576 METERS TO THE BEGINNING OF A TANGENT CURVE CONCAVE EASTERLY, HAVING A OF 1557.374 METERS, SAID TANGENT CURVE BEING CONCENTRIC WITH AND 33.525 METE y ST'I�FiLY OF, AS MEASURED RADIALLY TO SAID CENTERLINE OF STATE ROUTE 79; J THENCE NORTHERLY ALONG SAID CONCENTRIC CURVE - THROUGH A CENTRAL ANGLE OF 01 AN ARC DISTANCE OF 42.705 METERS TO A POINT ON TH THERLY RIGHT -OF -WAY LINE OF HOLLAND ROAD (9.143 METER SOUTHERLY HALF -W IDTH) A SH N BY SURVEY NUMBER 22 ON FILE IN THE OFFICE OF THE RIVERSIDE COUNTY SURVEYOR, D DECEMBER 9,1896, PURSUANT TO ROAD RECORD 1 -77 ON FILE WITH THE CLERK OF THE O OF SUPERVISORS OF RIVERSIDE COUNTY, CALIFORNIA, AND SURVEY NUMBER 33, ON FILETNofft OFFICE OF SAID RIVERSIDE COUNTY SURVEYOR, ADOPTED SEPTEMBER 15, 1897, PURS OAD RECORD 1 -95 ON FILE WITH SAID CLERK OF THE BOARD OF SUPERVISORS OF RIVEASJDE COUNTY, CALIFORNIA, TO WHICH A RADIAL LINE BEARS N 89 °14'14" W; THENCE N 89 0 5741" E ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF 18.289 METERS TO A POINT ON SAID WESTERLY RIGHT -OF -WAY LINE OF STATE ROUTE 79, SAID POINT BEING THE BEGINNING OF A NON - TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 1539.087 METERS AND AN INITIAL RADIAL BEARING OF N 89 0 13'40" W; THENCE SOUTHERLY ALONG SAID WESTERLY RIGHT -OF -WAY LINE AND SAID NON - TANGENT CURVE, THROUGH A CENTRAL ANGLE OF 01 °34'50 ", AN ARC DISTANCE OF 42.457 METERS; THENCE S 00 °48'30" E ALONG SAID WESTERLY RIGHT -OF -WAY LINE, A DISTANCE OF 762.927 METERS TO THE TRUE POINT OF BEGINNING, CONTAINING: 14,727.1 SQUARE METERS, 158,521 SQUARE FEET, OR 3.639 ACRES MORE OR LESS. EXCEPTING THEREFROM ALL WATER AND WATER RIGHTS THAT MAY BE WITHIN OR UNDER THE PARCEL OF LAND HEREINABOVE DESCRIBED, TOGETHER WITH THE PERPETUAL RIGHT OF DRILLING, EXPLORING AND OPERATING THEREFOR AND REMOVING THE SAME FROM SAID LAND OR ANY OTHER LAND, INCLUDING THE RIGHT TO WHIPSTOCK OR DIRECTIONALLY DRILL FROM LANDS OTHER THAN HEREINABOVE DESCRIBED, WATER WELLS INTO, THROUGH OR ACROSS THE SUBSURFACE OF THE LAND HEREINABOVE DESCRIBED, AND TO BOTTOM SUCH _,;... .. PAC 1,Q.F 2 EXHIBIT "A -3" LEGAL DESCRIPTION (CONTINUED) WHIPSTOCK OR DIRECTIONALLY DRILLED WELLS UNDER AND BENEATH OR BEYOND THE EXTERIOR LIMITS THEREOF, AND TO REDRILL, EQUIP, MAINTAIN, REPAIR, DEEPEN AND OPERATE ANY SUCH WELLS, WITHOUT, HOWEVER, THE RIGHT TO DRILL, EXPLORE AND OPERATE THROUGH THE SURFACE OR THE UPPER 100 FEET OF THE SUBSURFACE. OF THE LAND HEREINABOVE DESCRIBED OR OTHERWISE IN SUCH A MANNER AS TO ENDANGER THE SAFETY OF ANY HIGHWAY THAT MAY BE CONSTRUCTED ON SAID LANDS; SUBJECT TO COVENANTS, ONDITIONS, RESERVATIONS, RESTRICTIONS, RIGHTS, JUDGMENTS, RIGHTS-OFAVAY EASEMENTS, IF ANY, OF RECORD, Nwoer THIS CONVEYANCE IS M THE PURPOSE OF A STATE HIGHWAY AND THE GRANTOR HEREBY RELEASES AND RE HES TO THE GRANTEE ANY AND ALL ABUTTER'S RIGHTS INCLUDING ACCESS RIGHTS, A UR ENANT TO GRANTOR'S REMAINING PROPERTY IN AND TO SAID STATE HIGHWAY. THE BEARINGS AND DISTANCES US DiE ABOVE DESCRIPTION ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1 3, Z Nri� 6. MULTIPLY DISTANCES BY 1-000100842 TO OBTAIN GROUND DISTANCE. REFERENCE IS HEREBY MADE TO STATE OF CALI O IA, DEPARTMENT OF TRANSPORTATION - DISTRICT $MAP, FILE NUMBER RW 000014 /1 THR INCLUSIVE, ON FILE AS MAP NUMBER 205 1401 THROUGH 460, INCLUSIVE, IN THE OFFICE E UNTY SURVEYOR OF RIVERSIDE COUNTY, CALIFORNIA. 08- RIV- 79- KP22.36 -21141 (211 - 41 -1) SEE ATTACHED EXHIBIT "13- APPROVED BY: ;Guata ____ 1•.,,, DATE: !2 z8 gaio PAGE 2OF2 EXHIBIT "B -3" 08- RIV- 79- KP22.36 -21141 (21141 -1) N $9.13' q0" W f R I I I N.T.S. �N NORTH LIN SECTION 9 I I C/L HOLLAND ROAD co N 89 E N 89 °50'26" E CURVE DATA @ © = 01 °34'16" R/w PER SURVEY NO. 22 R = 1557.374 & R.R. 1 -77, 12/9/1896 L = 42.705 AND SURVEY NO. 33 & 0 R.R. 1 -95. 9/15/1897 3 � ® A = 01 °34'50" R = 1539.087 15.2 — L = 42.457 m 39 z LINE DATA 0 SECTION 9 r- N N 89° 42' 32 " W -- 10.123 . r . YY . r . . Ivl . N F l o P Q N 8 9 °42'32" W- 18.290 _ z (D N 89 E -- 18.289 2I14�. -1 3 w k ' kA 14.727.1 50. M 158,521 SO. FT. 3.639 AC e 0 NOTE: o 0 CD z , 30 4 R/W PER A-" INDICATES RESTRICTED ACCESS 1045/50 & 1045/57. 33.525 REC. 1 -18 -1949 U ' 15.239 - Q ,0- P.O.c. I E' "4 CORNER N 89 0 42'32" W C/L SECTION 9 CRAIG AVENUE /I N 89 W PM 28079 I N 89. 27'04" W PM 191/22 -24 PCL 2 T.P.O.B.- I 5.119 ALL DISTANCES SHOWN ARE METRIC GRID DISTANCES. �p LAND SU GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE G R I D D I ST. BY A COMB INAT ION F ACTOR OF 1.000100842. * COUNTY OF RIVE881DE TRANSPORTAMON DEPT., SURVEY DIV. PAR. NO.: 21141 - No. 8455 * PROJECT STATE ROUTE 79 PREPARED Br' N.J.C. `P Exp 12 - 31 -10 Q SCALE: N.T.S. THIS PkAT , IS , AN A1D IM= LOCATI INr: ^1FIE'-PJ1ML(SI , IN , THE �iE$fDiliG OOLl11�HT. ALL PRIMARY CALLS ARE LOCATED IN THE 11FiITTEN OEStRIPTi!E D A TE: ,..5EPTEt4II�ER...,,2009 _ w. O. N0.: 84 - 0527 APPROVED BY DATE • �2 ��'•� SHEET 1 OF 1