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15_0527835RETURN TO: CITY OF MENIFEE 29714 Haun Road Menifee, CA. 92586 CERTIFICATE of ACCEPTANCE of DEDICATION (GOVERNMENT CODE SECTION 27281) THIS IS TO CERTIFY that the interest in real pro A rty granted by this dedication dated i-T=b'tZ0Af. ( _Z from, SFU INVESTMENTS LIMITED PARTNER HIP to the CITY OF MENIFEE, is hereby accepted for the purpose of vesting title in the CITY OF MENIFEE on behalf of the public for public road and utility purposes, and WILL be included into the City Maintained Road System by the undersigned on behalf of the City Council of Menifee. Grantee consents to recordation thereof by its duly authorized officer. Dated: EmaL Lm Z CITY OF MENIFEE By: J AN G. SMITH, P. . C ENGINEER, CITY OF MENIFEE FOR RECORDER'S USE THIS INSTRUMENT IS FOR THE BENEFIT OF THE CITY OF MENIFEE AND ENTITLED TO BE RECORDED WITHOUT FEE. (GOV. CODE 6103) DOC # 2015 - 0527835 12/03/2015 04:49 PM Fe— Page 1 of 9 Recorded in Official Rec County of Riverside Peter Aldana Assessor - County C r - ecorde "This docum :v (,R as ctr ca s fitted to the County oerside or ecor Receioted bv. Y #880 MT:ra/1 20514/244TR/1 6.630 r ject: 1- 215 /Scott Road Interchange ` o a V _ rcel: 0689 -003A APN. 372 - 110 -003 (portion) G T DEED SFU INVESTMENT L D PARTNERSHIP Grant(s) to the CITY OF MENIFEE, a municipa rp r II that real property in the City of Menifee, County of Riversid ; tate or i ,described as follows: SEE LEGAL DESCRI LAT ATTACHED HERETO AS EXHIBITS " D ND MADE A PART HEREOF This conveyance is made for `� pur o es and a Grantor hereby releases and relinquishes to the Grantee any and all abutter's rights incl I g s I urtenant to Grantor's remaining property in and to Scott Road and /or Antelope Road ove o 'A" through Course "Q MUST BE NOT DOC #2015- 0527835 Page 2 of 9 EXHIBIT "A" SCOTT ROAD (1 -215 INTERCHANGE) LEGAL DESCRIPTION 0689 -003A BEING A PORTION OF "PARCEL 3 ", "PARCEL 4 ", AND "PARCEL 7" AS DESCRIBED BY OUITCLAIM DEED RECORDED MARCH 9, 1998, AS INSTRUMENT NUMBER 084940, OFFICIAL RECOR F THE RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN THE SOUTHWEST NE- RTER OF SECTION 14, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERI ED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE CENTERLINE MRSIO VARI NORTHERLY HALF - WIDTH) AND THE CENTERLINE OF ANTELOPE ASTE Y HALF - WIDTH), BEING A POINT ON THE SOUTH LINE OF SAID SECTIOALTRANS O TW THE OFFICE OF THE COUNTY SURVEYOR OF SAID OO SUGH 969, NCLUSIVE THENCE LEAVING SAID CENTERLINES S 89 0 19'00" E DISTANCE OF 77.82 FEET; LIW//OF SECTION 14, A THENCE LEAVING SAID SOUTH LINE AT RIGHT ANGLE W POIT DISTANCE OF 32.25 FEET TO THE POINT OF INTERSECTION OF THE NORTHERL INE OF SAID SCOTT ROAD AND THE EASTERLY RIGHT -OF -WAY LINE OF SAID ANING THE BEGINNING OF A NON - TANGENT CURVE CONCAVE NORTHEASTERLYS OF 49.99 FEET AND AN INITIAL RADIAL BEARING OF S 00 °40'06" W THE GINNING; THENCE WESTERLY, NORTHWESTERLY, AND NO LYALONG SAID EASTERLY RIGHT -OF -WAY LINE AND SAID NON - TANGENT CURVE TH G ENTRAL ANGLE OF 87 0 00'12 ", AN ARC DISTANCE OF 75.92 FEET TO THE BEGI A ERSE CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 1,529.81 FEET AND I IAL BEARING OF N 87 0 40'18" E; THENCE NORTHERLY CONTINUING Z REVERSE CURVE THROUGH A CENT ,STERLY RIGHT -OF -WAY LINE AND SAID 42'00 ", AN ARC DISTANCE OF 766.30 FEET; THENCE N 31 °01'42" W CONTI 400.93 FEET; (COURSE "A ") TB Ef� 139.81 FEET TO B RADIUS C 289. T. EASTERLY RIGHT -OF -WAY LINE, A DISTANCE OF ZLY RIGHT -OF -WAY LINE S 34 °27'21" E, A DISTANCE OF ENT CURVE CONCAVE NORTHEASTERLY, HAVING A (COURSE "B ") TH C SOU STERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 03 0 12'32 ", AN ARC CEO 6.19 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTE A RADIUS OF 2,122.16 FEET AND AN INITIAL RADIAL BEARING OF N 52 °20'07" E� THENCE SOUTHEASTERLY ALONG SAID COMPOUND CURVE THROUGH A CENTRAL 55'11 ", AN ARC DISTANCE OF 621.56 FEET; "E ") THENCE N 81 °53'29" E ALONG A RADIAL LINE, A DISTANCE OF 4.00 FEET TO THE 08 -RIV- 215 -MP 15.50- 15.80 -21935 (0689 -003A) PAGE 1 OF 3 (COURSE " ') HENC OUTHEASTERLY ALONG SAID REVERSE CURVE THROUGH A CENTRAL ANGLN ARC DISTANCE OF 245.80 FEET TO THE BEGINNING OF A COMPOUND CURV THWESTERLY, HAVING A RADIUS OF 1,553.81 FEET AND AN INITIAL RADIAL BE 8'18" E, BEING CONCENTRIC WITH AND DISTANT 53.99 FEET NORTHEASTERLY OFD RADIAL TO, SAID CENTERLINE OF ANTELOPE ROAD; EASTERLY RIGHT -OF -WAY LINE, A DISTANCE OF ZLY RIGHT -OF -WAY LINE S 34 °27'21" E, A DISTANCE OF ENT CURVE CONCAVE NORTHEASTERLY, HAVING A (COURSE "B ") TH C SOU STERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 03 0 12'32 ", AN ARC CEO 6.19 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTE A RADIUS OF 2,122.16 FEET AND AN INITIAL RADIAL BEARING OF N 52 °20'07" E� THENCE SOUTHEASTERLY ALONG SAID COMPOUND CURVE THROUGH A CENTRAL 55'11 ", AN ARC DISTANCE OF 621.56 FEET; "E ") THENCE N 81 °53'29" E ALONG A RADIAL LINE, A DISTANCE OF 4.00 FEET TO THE 08 -RIV- 215 -MP 15.50- 15.80 -21935 (0689 -003A) PAGE 1 OF 3 DOC #2015- 0527835 Page 3 of 9 EXHIBIT "A" SCOTT ROAD (1 -215 INTERCHANGE) LEGAL DESCRIPTION (CONTINUED) 0689 -003A BEGINNING OF A NON - TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 1, 81 E FEET AND AN INITIAL RADIAL BEARING OF N 81 0 53'29" E, BEING CONCENTRIC WITH AND DIS T 57.99 FEET EASTERLY OF, AS MEASURED RADIAL TO, SAID CENTERLINE OF ANTELOP ROA (COURSE "F ") THENCE SOUTHERLY ALONG SAID NON - TANGENT CURVE TH ANGLE OF 02 0 07'52 ", AN ARC DISTANCE OF 57.94 FEET; (COURSE "G ") THENCE S 84 °01'21" W ALONG A RADIAL LINE, A DISTAN '0 4.00 F T TOME BEGINNING OF A NON - TANGENT CURVE CONCAVE WESTERLY, HAVING A RA F 3.81 FEET AND AN INITIAL RADIAL BEARING OF N 84 0 01'21" E, BEING CONCENT TANT 53.99 FEET EASTERLY OF, AS MEASURED RADIAL TO, SAID CENTERLIN A L P D; (COURSE "H ") THENCE SOUTHERLY ALONG SAID NON -T T U VE T UGH A CENTRAL ANGLE OF 01 0 18'50 ", AN ARC DISTANCE OF 35.63 FEET (COURSE "I ") THENCE S 43 °20'31" E, A DISTANCE OF 3 . 7 FEET; \\ 11 (COURSE "J ") THENCE S 89 °21'42" E, A DISTANCE OF 21 T TO ' BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 2, 0 , (COURSE "K ") THENCE EASTERLY ALONG SA %F. OUGH A CENTRAL ANGLE OF 04 0 26'07 ", AN ARC DISTANCE OF 191.75 FEET; (COURSE "L ") THENCE S 84 0 55'35" E, A DIS FEET; 2 (COURSE "M ") THENCE S 05 AL I LINE, A DISTANCE OF 6.00 FEET TO THE BEGINNING OF A NON - TANGENT C C N E UTHERLY, HAVING A RADIUS OF 280.50 FEET AND AN INITIAL RADIAL BEARING OF 0 ° 4' (COURSE "N ") THENCE EASTE ON NON - TANGENT CURVE THROUGH A CENTRAL ANGLE OF 18 0 18'43 ", AN ARC DI NCE 9. 5 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERL VIN RADIU F 274.50 FEET AND AN INITIAL RADIAL BEARING OF S 23 °23'08" W; (COURSE "0") TH � fl TE ONG SAID REVERSE CURVE THROUGH A CENTRAL ANGLE OF 18 0 18'43 ", AN AR I F8 FEET; (COURSE "P ") TH 84 °fit" E, A DISTANCE OF 151.16 FEET TO THE BEGINNING OF A TANGENT CURV�N NORTHERLY, HAVING A RADIUS OF 3,471.10 FEET; (COURSE "Q' HEN STERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 02 0 12'56 ", AN ARC DIS CE OF '334.22 FEET TO A POINT ON THE NORTHERLY RIGHT -OF -WAY LINE OF SAID SCOTT ROA ES BED BY DEED RECORDED SEPTEMBER 20,1949 IN BOOK 1109, PAGES 280 THRO ?, VE, SAID OFFICIAL RECORDS; N89 " W ALONG SAID NORTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF 317.95 FEET LITHE STERLY CORNER OF THAT CERTAIN RIGHT -OF -WAY CONVEYED TO THE STATE IA BY INSTRUMENT NUMBER 26919, RECORDED MARCH 20, 1969, SAID OFFICIAL 00 0 41'00" E ALONG SAID NORTHERLY RIGHT -OF -WAY LINE AND THE EASTERLY LINE OF 08 -RIV- 215 -MP 15.50- 15.80 -21935 (0689 -003A) PAGE 2OF3 DOC #2015- 0527835 Page 4 of 9 EXHIBIT "A' SCOTT ROAD (1 -215 INTERCHANGE) LEGAL DESCRIPTION (CONTINUED) 0689 -003A SAID INSTRUMENT NUMBER 26919, A DISTANCE OF 2.98 FEET TO THE NORTHEASTER ORNER THEREOF; THENCE N 89 0 19'54" W ALONG THE NORTHERLY LINE OF SAID INSTRUMENT NU BEING SAID NORTHERLY RIGHT -OF -WAY LINE OF SCOTT ROAD, A DISTANCE 12. TO THE TRUE POINT OF BEGINNING. CONTAINING: 64,997 SQUARE FEET, OR 1.492 ACRES, MORE OR LESS. THIS CONVEYANCE IS MADE FOR ROAD PURPOSES AND THE GRAN EASES AND RELINQUISHES TO THE GRANTEE ANY AND ALL ABUTTER'S RIGHT I CLU A RIGHTS, APPURTENANT TO GRANTOR'S REMAINING PROPERTY IN AN TO SC RO AND /OR ANTELOPE ROAD OVER AND ACROSS COURSE "A" UG OU "Q ", INCLUSIVE, HEREINABOVE DESCRIBED. THE BEARINGS AND DISTANCES USED IN THE A E DESCRI T N ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZON . MULTIP DISTANCES SHOWN BY 1.000125036 TO OBTAIN GROUND DISTANCE. L APPRC DATE: * w No. 7530 —' Exp. 12 -31 -13 Q , C A' ��kll" )))) 08 -RIV- 215 -MP 15.50- 15.80 -21935 (0689 -003A) PAGE 3OF3 SEE ATTACH IBIT "B" DOC #2015- 0527835 Page 5 of 9 EXHIBIT "B$$ } ��,� Q o a , o a, ti n MV7 , 08 - RIV- 215- MP15.50- 15.80 -21935 (0689 -003A) Q M M _• to Q O N � c o 00 ti� t0 �ti Qt0 M„N7 co N _ 1 371117 Ln N w Q rn al to 3N 3� w w ON ul ul Cl ON O� fV O O ~ V(G O o Z O v O O , :E Go N y o c" ° on aaD c, G ° o+ cm 00 ° cn °O °° ,.� ° a+ o � � d" Q ti o w 4 W co CD OO CD . = M CO O V / e—i N ~ N Q � 'Z z z? Z z Z z? v) z Z OW��'� 46 �CC Q OOOOUOUO c) �`ou E a' C4 E U U] p p N S r �• S` N O CO CID Q "' N 2 '% 2 L'i M 4m - c co N M C O C Cp � 0 0 zz E-I Sll"ll AlID ° rn / -- _ 333IN3A J II II II II II II II II � w -- Sl Il�ll 11.7 ci /. a == a == Z° a d \ \ nl3iaanrr _ . _a �ti V 'w o I— in ° • ° z Lj OOltnM cD cr S31WA , L'nQ \ co c �NN c co / ° ��_ - \ H101M w 00 II II 11 11 II II 11 II tt-- 4) 2 LLJ a _ uj cr v °? O AD O , cn. R AD / O �j l lUa1 � Tf� 10 Go � Q`� , W Q m i V CO N W V 1 ��`�/ worn Z. ��P�ti ELF.L' Q � c ,4,�1A I► W O S31WA O � Hl m ALL DISTANCES SHOWN ARE GRID DISTANCES. GROUND Q DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCE BY A COMBINATION FACTOR OF 1.000125036. o v 12 13�/� C A' COUNTY OF RIVERSIDE TRANSPORTATION DEPT., SURVEY DIV PROJECT SCOTT ROAD / I -215 INTERCHANGE THIS PLAT IS AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE PRECEDING DOCWENT. ALL PRIMARY CALLS ARE LOCATED IN THE WITTEN DESCRIPTION. APPROVED BY A5;9� I DATE ;_10 - PAR. NO.: 06$9 -003A PREPARED BY: KNV SCALE: N.T.S. DATE: OCTOBER, 2013 W.O. NO.: B3 -0689 SHEET 1 OF 3 DOC #2015- 0527835 Page 6 of 9 EXHIBIT "B r, 08 - RIV - 215- MP15.50- 15.80 -21935 (0689 -003A) 8 ��,-� zo N p p p v� M� O �O O,� O S O 'to �� � tj� ~ L6 ti M to N 1C1 ^ CO M CD t!1 M .rll U � 93H < a � v to 3 m M Q c t o M tMD M N to / \ �I o `371117 M N C C 33 3 3 3 3 3 33 N p W p W W 3 W W W 3 W p 3 WW 3 3 J \ ` S31 8VA W 8s- �O S S� 8 � O O N N M v M N M O O �� I I- NIIQ HlOIM Z 01 c 01 Olo G� M O U') if1 O � O O o 07 O 0 o O o 0 o O O O O O o O 00 p p ZI Cp 0 0 0 0 0 u co S 00 M 00 00 9 T O .0 \ N / J >\ Z Q 00 00 m Z Z Z ' Z ' z" N Z Z to N N to N N Z z Z? NNlpNp O O I OO O OOOOOOOOOOO® �" WC>rn Z Ni LO t ,t O '� iD a z -a�o� y • �!`ti °^ o in c• Q•tp� ;nom N� �Ot7� to �$N OtLn C O � - L ' p 0 Lo N O � T - 6 C'ik• 00 N� N IA N V O Q QMW QQ QQ O to U O • O O Q O J Z Z Z O� Cj V, c> � Lc; S c%j4m �NQ0 �NQ 0000 Orn CD N U F_9 11 II 11 II 11 11 II II II II 11 II II II 11 II II II II II II II II II w N U a wI- J acr I-J a 0.'I -J acr I.- -j a d'1-J ad'I - J W CO J � J LO Q Qtit�D �OcGh c rn E O Ln M I�pI�to O C �d1 w CO 11 11 11 11 " 11 II II II II 11 II Q A � ,5i J Slll�l All 33j IN 4 g V V 4cr V V 4cr v v /C o 0849 g a L.L. - I S11WIl A113 V1312RM r` �/ I N N W st o Q t!7 Oi p C� c v) opO t O M D t l * p tD 0 v p • I ' I/N-�-�' Q O 0�0 v Q N O Q� N M fD N .-- M N 0 I _j't1 ',� F•+y II II 11 11 II II II II II II II II II II II II II 11 I � L�[j� Z I O DG it ♦�` ��I I O O O O W 3; Q W� a c 0 1 1 Z co O •- I I W C() '' ^ ZI _ ^ I to l I I O O O O Z M U cr ti U N O N\ O Q Q ' ' LLJ Z °mom a R �Ua E4 1 I W _ ti crC5N � � N '�, N ' IU`� R OAD o_oc �?� �z a / -cam -� No. --1 * f x 12- 13 Q V 9 , xF F A`, � o �� C •�' W ,Cn-, � �1 I� i � �U C i C L PG pU1TC1- AIMOa4940 0l iii �i S31WA I � N1 G � REC, p� /09/ 499 ��1 i N �t.,� H101M� I co Ln ..pARCEC ALL DISTANCES SHOWN ARE GRID DISTANCES. GROUND N CO DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID �� �� CID DISTANCE BY A COMBINATION FACTOR OF 1.000125036. o� w o zl E - ' COUNTY OF RIVERSIDE TRANSPORTATION DEPT., SURVEY DIV. PAR NO.: 0689 -003A PROJECT SCOTT ROAD / I -215 INTERCHANGE PREPARED BY: KNV THIS PLAT IS AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE PRECEDING SCALE: N.T.S. DOCLKNT. ALL PRIMARY CALLS ARE LOCATED IN THE WRITTEN DESCRIPTION DATE: OCTOBER, 2013 W.O. NO.: (33 -0689 APPROVED BY :r� - .J t>.)" DATE :1 0- 3o - Z-0i 3 SHEET 2 OF 3 GGG �F-J awl- J tD Ln O ti n . O -o; M b ^ c^ m Ln M N c Ln v N M N 0001 M N O coo 1u, M 01 Ln o Q Lno1 ao0 o tnOtC O 01 ^ •- o ^ Mtn o W)Q O N N o 0 N CD 01 w M co t0 t0 N Q N N / ° Q m Q M ^ap M ^tn^ N ^M1 ON N W co ON•- N ^rn to / c" M II II II II 11 II 11 11 II II II II II II II II II 11 II 11 II II II 11 , w R 40_'i -J a�H-J 40_'F -J a�HJ a�'HJ ad'F -J� 001 z�a LAJ 1- • d Ln Zit t l< O� m ao 'cam O o ao O d a N 01 �� ^' N c1w v - m n LLJ 0 0 i � N E— g v Lu c z t i C14 ^ ill ^ Z v o a a. W v , v ;v '�T Z o O �'n '�°� • V � b 0 ti ('1 C''� a z \ �o�\ / r z M M w /O� OJT o Q ,Q 1� ° > rn LLJ 2G U �001J W cn i N J z M Z tn ~ C%J ' N O t Lam, No. 7 s� 12- 13 1 C ALL DISTANCES SHOWN ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCE BY A COMBINATION FACTOR OF 1.000125036. Q / , , �'� 1. � 4`4G • p� 0 6 0 �� '--' •00. O`Sk LN� I o� I �� _ i � ��S SELF -c• a COUNTY OR RIVERSIDE TRANSPORTATION DEPT., SURVEY DIV.1 PAR. NO.: PROJECT SCOTT ROAD / I -215 INTERCHANGE THIS PLAT IS AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE PRECEDING DOCUMENT. ALL PRIMARY CALLS ARE LOCATED IN THE WRITTEN DESCRIPTION. PREPARED BY: KNV SCALE: N.T.S. DATE: OCTOBER, 2013 � W.O. NO.: B3 -0689 APPROVED BY b �i� -d�= DATE :lo�3o Zc�� SHEET 3 OF 3 DOC #2015- 0527835 Page 7 of 9 EXHIBIT "B" -��— 08 RIV 215- MP15.50- 15.80 -21935 ( (0689 -003A) ° °' t ti CO ti z � F O � m rn rn N 8 N E D:w\ A ANC N^ NO 8 • M � 0 0 N tnU ! Ii N <n 01 O O � Z cr c cr a 11 II 11 I II II II II a a © © a a tD Ln O ti n . O -o; M b ^ c^ m Ln M N c Ln v N M N 0001 M N O coo 1u, M 01 Ln o Q Lno1 ao0 o tnOtC O 01 ^ •- o ^ Mtn o W)Q O N N o 0 N CD 01 w M co t0 t0 N Q N N / ° Q m Q M ^ap M ^tn^ N ^M1 ON N W co ON•- N ^rn to / c" M II II II II 11 II 11 11 II II II II II II II II II 11 II 11 II II II 11 , w R 40_'i -J a�H-J 40_'F -J a�HJ a�'HJ ad'F -J� 001 z�a LAJ 1- • d Ln Zit t l< O� m ao 'cam O o ao O d a N 01 �� ^' N c1w v - m n LLJ 0 0 i � N E— g v Lu c z t i C14 ^ ill ^ Z v o a a. W v , v ;v '�T Z o O �'n '�°� • V � b 0 ti ('1 C''� a z \ �o�\ / r z M M w /O� OJT o Q ,Q 1� ° > rn LLJ 2G U �001J W cn i N J z M Z tn ~ C%J ' N O t Lam, No. 7 s� 12- 13 1 C ALL DISTANCES SHOWN ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCE BY A COMBINATION FACTOR OF 1.000125036. Q / , , �'� 1. � 4`4G • p� 0 6 0 �� '--' •00. O`Sk LN� I o� I �� _ i � ��S SELF -c• a COUNTY OR RIVERSIDE TRANSPORTATION DEPT., SURVEY DIV.1 PAR. NO.: PROJECT SCOTT ROAD / I -215 INTERCHANGE THIS PLAT IS AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE PRECEDING DOCUMENT. ALL PRIMARY CALLS ARE LOCATED IN THE WRITTEN DESCRIPTION. PREPARED BY: KNV SCALE: N.T.S. DATE: OCTOBER, 2013 � W.O. NO.: B3 -0689 APPROVED BY b �i� -d�= DATE :lo�3o Zc�� SHEET 3 OF 3 DOC #2015- 0527835 Page 8 of 9 CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who sinl the m document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that docuent. State of California County of On p bra. �u �3, c? 0� 5 before me, ( Date Here Insert Name personally appeared Name(s) who proved to me on the basis of satisfactory evidenc o be the p rs n(s -whose name(s� is /are' subscribed to the within instrument and acknowledged t e that he /s hey executed the same in his /hw /t, Heir authorized capacity(ies}, and that by his /ber /tip si ature(s) n he instrument the person(o,, or the entity upon behalf of which the person(a) acted, execut t ent. 0) Place Nota "ea Though this sec o is Pt f e Description of Atta of Title or Type of Docume _ Number of Pa so���_ Capacity(ies) Signer's Nam, ❑ Corpor ❑ Part ❑ In ' ual med / ertify under PENALTY OF PERJURY under the laws State of California that the foregoing paragraph is e d correct. E hand and official seal. na e:55— Signature of Notary Public - OPTIONAL g this information can deter alteration of the document or of this form to an unintended document. Document Date: Other Than Named Above: ❑ General Attorney in Fact Guardian or Conservator Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 14 Notary Association • www.NationalNotary.org • 1- 800 -US NOTARY (1- 800 - 876 -6827) Item #5907 JENNIFER ALLEN Commission # 1984645 _ a z • =+r ��•_� Notary y Public - California z Z '? "' Riverside County My Comm. Expires Jul 9. 2016 0) Place Nota "ea Though this sec o is Pt f e Description of Atta of Title or Type of Docume _ Number of Pa so���_ Capacity(ies) Signer's Nam, ❑ Corpor ❑ Part ❑ In ' ual med / ertify under PENALTY OF PERJURY under the laws State of California that the foregoing paragraph is e d correct. E hand and official seal. na e:55— Signature of Notary Public - OPTIONAL g this information can deter alteration of the document or of this form to an unintended document. Document Date: Other Than Named Above: ❑ General Attorney in Fact Guardian or Conservator Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 14 Notary Association • www.NationalNotary.org • 1- 800 -US NOTARY (1- 800 - 876 -6827) Item #5907 Project: 1- 215 /Scott Road Interchange Parcel: 0689 -003A APN: 372 - 110 -003 (portion) DATED ACKNOWLEDGMENT STATE OF CALIF RNIA COUNTY OF k fVerS i &a On 1/ -1 11 J appeared basis of satisfactory evidence ack edg to me that er/ r signature' n t exe uted the instrument. DOC #2015- 0527835 Page 9 of 9 GRANTOR: SFU INVESTMENTS LIMITED PARTNERSHIP By: ,t Huei Yu W�ng Its: Managing rtner nstrument the a x [ G a Notary Public, personally who proved to me on the :ersubscribed to the within instrument and authorized capacityossj, and that by upon behalf of which the person acted, �;OF PERJURY under the laws of the State of ng paragraph is true and correct. Place Notary S