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HomeMy WebLinkAbout07-1561_ r Y RECORDING REQUESTED BY AND FOR THE BENEFIT OF THE CITY OF BAKERSFIELD WHEN RECORDED MAIL TO: CITY OF- BAKERSFIELD CITY CLERK 15001 TRUXTUN AVE. BAKERSFIELD, CA 93301 James W. Fitch Assessor —Recorder TELFDRDT Kern County Official hecords 612512008 Recorded at the request of 10:01 AM Public ooca: 0208101220 Ili 11 1 1 111111111111111111111I 1 1111 Rat Types: 1 Pages: 15 Fees 50.00 Taxes 0.00 Others 0.00 PAID $50.00 CERTIFICATE OF COMPLIANCE THIS DOCUMENT IS BEING RE- RECORDED TO CORRECT Property Owner Name on page one (1) to read: Castle & Cooke California, Inc., a California Corporation Dated: May 27, 2008 RAUL M. ROJAS RCE No. 39880 Expiration December 31, 2009 City Engineer City of Bakersfield Signatures must be notarized S: \Land Division \Minor Land Div \COVER PG TO RE- RECORD DOC.doc CALIFORNIA ALLmPURPOSE ACKNOWLEDGMENT State of California County of Kern On June 2, 2008 before me, _ Maria Rosa Peralez, a rotary Public --- - - - - -- Date Here Insert Name and Title of the Officer ' personally appeared Raul M. Roj as ----------------------------------------- Name(s) of Signer(s) ROM pRAiff Cion # 1696168 �our � COMM- Expo NOY 6, 201 ____4 Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the person(s) whose name is subscribed to the within instrument and acknowledged to me that e executed the same in is 'r authorized capacity#eej, and that by is signature* on the instrument the person(., or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. r Signature Signfature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached DS um GIUTI CATS. OF COMPLIANCE to correct Property Owner Dame on Title or Type of Document: page one (1) f or Lot Line Adj ustmefat 07 -1561 Document Date: May 27, 2008 Number of Pages. 14, includes this Acknowledgment form Signer(s) Other Than Named Above: No Other Signers Capacity(ies) Claimed by Signer(s) Signer's Name: Raul M. Rojas ❑ Individual IX Corporate Officer — Title(s): City n�ineer ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: CITY OF BAKERSFIELD, a municipal corporation I I OF SIGNER •• ® • here ner's Name: ❑ In idual El Corpor Officer — Title(s): ❑ Partner — invited F-1 General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conse ❑ Other: Signer Is resenting: 0 2007 • nal Notary Association 9350 • • RO. Box 2402 9 Chatsworth, • • 2 * www. NationaiNotary.org Item #5907 • ll-Free 1 -800-876-68 REQUEJrN ED BY4ND WHEN CORD D., MAID TO: CITY INEER CITY OF BAKERSFI ELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA. 93301 i James W. Fitch Assessor— Recorder JASON Kern County Official Records 12!1212 Recorded at the request of 8:01 AM Ticor Title oocn: 0207243973 CERTIFICATE OF COMPLIANCE (SECTION 66499.35, GOVERNMENT CODE) Stat Types: T Pages: 1$ Fees 44.00 Taxes 0.00 Others 0.00 PAID $44.00 The City Engineer of the City of Bakersfield, designated by ordinances of said City as Advisory Agency with respect to Parcel Map Waivers,..Lot Line Adjustments, and Certificates of Compliance and acting herein on behalf of the City of Bakersfield, hereby states that the real property described and shown on Exhibits "A" and "B ", and Beneficiary Consent Exhibit "C" attached hereto and made parts hereof, complies with the provisions of the Subdivision Map Act of the State of California and Chapter 16 of the City of Bakersfield Municipal Code regulating divisions of land. The above- mentioned real property is a result of LOT LINE ADJUSTMENT 07- 1561., being an adjustment of the boundaries of the following. portions of land: 1. Parcels 10 of Parcel Map 11035 recorded June 15, 2005 in Parcel Map Book 54, Pages 29 -31; 2. Parcels 11 of Parcel Map 11.035 recorded June 15, 2005 in Parcel Map Book 54, Pages 29 -31; as filed and recorded in the office of the Kern County Recorder, and being.portions of West half of Section 6, T. 30 S., R. 27 E., M. D. M., in the City of Bakersfield, County of Kern, State of California. Property Owner: Castle & Cooke Co Ca, Inc., a California corporation Calif ornia Assessor's Parcel Numbers: 390 - 400 -12, 390- 400 -13 This Certificate of Compliance is being issued and recorded for 2 parcels. This certificate relates only to issues of compliance or noncompliance with the Subdivision Map Act and local ordinances enacted pursuant thereto. The parcels described herein may be sold, leased, or financed without further compliance with the Subdivision Map Act or any local ordinance enacted pursuant thereto. Development of the parcels may require issuance of a permit or permits, or other grant or grants of approval. Dated: November 27, 2007 RALWM. ROJAS RCE No. 39880 Expiration December 31, 2007 City Engineer City of Bakersfield Signature must be notarized Page 1 of 12 S: \Land Division \Minor Land Div \LLA\2007\07 -1561 coc.doc CALIFORNIA ALL= PURPOSE ACKNOWLEDGMENT State of California County of Kern SS. On November 30, 2007 , before me, Maria Rosa Peralez, a Notary Public Date Name and Title of Officer (e.g., "Jane Doe, Notary Public ") personally appeared Raul M. Roi as NAM PO" C c�r1nMlMen # 1b9*161► PIo10 y ltibNc • CO- aN1o�rMo Kmn CawMy My COMM. EKpItN Nov 6. 201 Name(s) of Signer(s) LX personally known to me to be the person(* whose name() is aye subscribed to the within instrument and acknowledged to me that�e fiery executed the same in &hor-IthSIF authorized capacity#+es), and that by ehop.lih' signatures) on the instrument the person(v), or the entity upon behalf of which the person(s) acted, executed the instrument. WI NESS my hand and officia eal. Place Notary Seal Above 7 Sign ure of Nota ublic OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document CERTIFICATE OF COMPLIANCE Title or Type of Document: for Lot Line Adjustment 07 -1561 Document Date: November 27, 2007 Number of Pages: 12 pages Signer(s) Other Than Named Above: No other signers Capacity(ies) Claimed by Signer Signer's Name: Raul M. Rojas - F] Individual Individual M Top M,..1) here - - �1 Corporate Officer— Title(s): Cites En gineer /Publi.c Works Director Partner — ❑ Limited ❑ General =r- ❑ Attorney in Fact ❑ Trustee r ❑ Guardian or Conservator�,'aff� Ff %� /d �ijl �� �• L 4 "�yC(�'A ♦x �4 ^ ' ❑ Other: CITY OF SFIELD, a municipal t Signer Is Representing: corporation ©1999 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313 -2402 • www.nationalnotary.org Prod. No. 5907 Reorder: Call Toll -Free 1- 800 - 876 -6827 EXHIBIT "A" LOT LINE ADJUSTMENT NO. 07 -1561 LEGAL DESCRIPTION BEING AN ADJUSTMENT OF PARCELS 10 AND 11 OF PARCEL MAP NO. 11035, FILED FOR RECORD JUNE 15, 2005 IN BOOK 54 OF PARCEL MAPS AT PAGES 29 THROUGH 31 IN THE OFFICE OF THE KERN COUNTY RECORDER; ALSO BEING THOSE PORTIONS OF THE WEST HALF OF SECTION 6, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOT 1: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL 10; THENCE ALONG THE FOLLOWING EIGHT (8) COURSES: 1) NORTH 89 010152" WEST, ALONG THE SOUTHERLY LINE OF SAID PARCELS 10 AND 11, A DISTANCE OF 325.37 FEET; THENCE 2) DEPARTING SAID SOUTHERLY LINE AT RIGHT ANGLES, NORTH 00 049'08" EAST, A DISTANCE OF 146.50 FEET; THENCE 3) NORTH 29 055135" WEST, A DISTANCE OF 35.09 FEET TO THE SOUTHERLY RIGHT - OF -WAY LINE OF RIVER RUN BOULEVARD, SAID POINT BEING 30.00 FEET SOUTHEASTERLY, AS MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF RIVER RUN BOULEVARD; THENCE 4) NORTH 60 004125" EAST, ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF 117.51 FEET TO THE BEGINNING OF A NON - TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 270.00 FEET, FROM WHICH POINT A RADIAL LINE BEARS SOUTH 27 052'15" EAST; THENCE 5) EASTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, THROUGH A CENTRAL ANGLE OF 28 041123 ", AN ARC DISTANCE OF 135.20 FEET; THENCE 6) SOUTH 89 010152" EAST, CONTINUING ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF 100.00 FEET TO THE BEGINNING OF A CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 330.00 FEET; THENCE 7) EASTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, THROUGH A CENTRAL ANGLE OF 02 01211511, AN ARC DISTANCE OF 12.70 FEET TO THE NORTHEAST CORNER OF SAID PARCEL 10; THENCE 8) SOUTH 00 049108" WEST, ALONG THE EASTERLY LINE OF SAID PARCEL 10, A DISTANCE OF 270.12 FEET TO THE POINT OF BEGINNING. CONTAINING 1.88 ACRES, MORE OR LESS. SHEET 3 OF 12 SHEETS Q:\ PROJECTS \680697 \Legals \0697LLA01.doc GC 10/1/2007 EXHIBIT "A" LOT LINE ADJUSTMENT NO. 07 -1561 LEGAL DESCRIPTION (CONTINUED) LOT 2: COMMENCING AT THE SOUTHEAST CORNER OF SAID PARCEL 10; THENCE NORTH 89 010'52" WEST, ALONG THE SOUTHERLY LINE OF SAID PARCELS 10 AND 11, A DISTANCE OF 325.37 FEET TO THE POINT OF BEGINNING; THENCE ALONG THE FOLLOWING THIRTEEN (13) COURSES: 1) CONTINUING NORTH 89 010152" WEST, ALONG THE SOUTHERLY LINE OF SAID PARCEL 11, A DISTANCE OF 233.91 FEET TO THE EASTERLY RIGHT -OF -WAY LINE OF BUENA VISTA ROAD, SAID POINT BEING 55.00 FEET EASTERLY, AS MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF BUENA VISTA ROAD, SAID POINT ALSO BEING THE BEGINNING OF A NON - TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1,945.00 FEET, FROM WHICH POINT A RADIAL LINE BEARS SOUTH 87 056'43" EAST; THENCE 2) SOUTHERLY ALONG SAID CURVE AND SAID EASTERLY RIGHT -OF -WAY LINE, THROUGH A CENTRAL ANGLE OF 00 039'12 ", AN ARC DISTANCE OF 22.18 FEET; THENCE 3) SOUTH 00°49'46'' WEST, CONTINUING ALONG SAID EASTERLY RIGHT -OF -WAY LINE, A DISTANCE OF 727.12 FEET TO THE SOUTHERLY RIGHT -OF -WAY LINE OF THE 100 FOOT WIDE KERN RIVER CANAL PER BOOK 4999, PAGE 427 OF OFFICIAL RECORDS IN THE OFFICE OF THE KERN COUNTY RECORDER; THENCE 4) SOUTH 65 035103" WEST, ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF 60.81 FEET TO THE WEST LINE OF SAID SECTION AND THE CENTERLINE OF BUENA VISTA ROAD; THENCE 5) NORTH 00049146" EAST, ALONG SAID WEST LINE AND SAID CENTERLINE, A DISTANCE OF 752.66 FEET TO THE BEGINNING OF A CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 2,000.00 FEET, SAID POINT BEING DISTANT SOUTH 00 049'46" WEST, A DISTANCE OF 266.45 FEET, AS MEASURED ALONG SAID WEST LINE, FROM THE WEST QUARTER CORNER OF SAID SECTION; THENCE 6) DEPARTING SAID WEST LINE, NORTHERLY ALONG SAID CURVE AND CONTINUING ALONG SAID CENTERLINE, THROUGH A CENTRAL ANGLE OF 05 034'19 ", AN ARC DISTANCE OF 194.50 FEET TO THE CENTERLINE INTERSECTION OF BUENA VISTA ROAD AND RIVER RUN BOULEVARD; THENCE 7) SOUTH 83 035155" EAST, ALONG THE CENTERLINE OF RIVER RUN BOULEVARD, A DISTANCE OF 62.13 FEET TO THE BEGINNING OF A CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 300.00 FEET; THENCE 8) EASTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID CENTERLINE, THROUGH A CENTRAL ANGLE OF 04 028'5211, AN ARC DISTANCE OF 23.46 FEET; THENCE SHEET 4 OF 12 SHEETS Q: \PROJECTS \680697 \Legals \0697LLA01.doc GC 10/1/2007 EXHIBIT "A" LOT LINE ADJUSTMENT NO. 07 -1567 LEGAL DESCRIPTION (CONTINUED) 9) DEPARTING SAID CENTERLINE, SOUTH 02 008153" WEST, A DISTANCE OF 35.00 FEET TO THE SOUTHERLY RIGHT -OF -WAY LINE OF RIVER RUN BOULEVARD, SAID POINT ALSO BEING THE BEGINNING OF A NON - TANGENT CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 335.00 FEET, FROM WHICH POINT A RADIAL LINE BEARS NORTH 01 056'38" EAST; THENCE 10) EASTERLY ALONG SAID CURVE AND SAID SOUTHERLY RIGHT -OF -WAY LINE, THROUGH A CENTRAL ANGLE OF 28 030'38 ", AN ARC DISTANCE OF 166.70 FEET; THENCE 11) NORTH 60 004125" EAST, CONTINUING ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF 19.46 FEET; THENCE 12) DEPARTING SAID SOUTHERLY RIGHT -OF -WAY LINE AT RIGHT ANGLES, SOUTH 29 055'35" EAST, A DISTANCE OF 35.09 FEET; THENCE 13) SOUTH 00 049108" WEST, A DISTANCE OF 146.50 FEET TO THE POINT OF BEGINNING. CONTAINING 1.96 ACRES, MORE OR LESS. �p LAN JEFFREY L MARTIN * EXP 11 14 -08 � LS 5798 la2•o1 MciNTOSH &ASSOCIATES 2001 Wheelan Court Bakersfield, GA 93309 (661) 834 -4814 SHEET 5 OF 12 SHEETS Q:\ PROJECTS \680697 \Legals \0697LLA01.doc GC 10/1/2007 N 0 co 9� O�XDri���Dr�ip D °� oD�D ° 0C�,z =y N - IOCn-- �r�cnnoozz �7 0) Z��(n D -0-� m m r-m Z 0 -I m -I Z -v 0 (!) �� Cn c)0 � r�Z� =•'17 �I?�D�zj :. m � nU)0M m D� °Z L� m -I Ui � -I m m � �, G) O Cf) C7 I- O� -i Tl X Z �7 O 0 o z rTl C7 M 01 m m �g C) m C) — 0 mmi aA r� -I 0° ° -� ��7 DCn! -'.� -� - =�G�D 1 O - D °�� (� N) ;U C ° o m m o ©� CA m 0 CO F- r �Or,� mDIz0 I Z O G)p < J°co U) �N T-< - �cn -0 - mZ m m.. p�p�7n --� ^-P 0 -Ti O IC) m m0� m c = �m G) D n-rl- l-TlZ -O n 0 p D m f DZ7O- m Cn� co M np Si°pp n =00 1 �Q0 O � �m z I P- ::E r= �� z �O�D- �DDnOC -m,�� N � �c� D fir- 1 G7D C 1 �m t �p m��- - Om m F- D m -0 �m nDDm mDO�0E- N) z �z�D n m m m �r r r D D D 0 c0Z U) ° OJT � D °n�p�D - C�nC)n D n �z > n �� -n���� c� � 0 m D m m D U'� 0� rp Nm�7D0 Oz m �m -On ^C)OON� f DCC) m p C�D Dn Cl() �ODo D ��z z C D� ZD � �z�pzz Cam D° Z m 0 -u m --�� �-0 0 `-/- -�m-'� p ��0�� --� m m C) m z D� O cn m D CA > � � Dz Z D C� -nj�== CQ -9 -u ,� n n ° O m -� m. 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C "i O 1 � D D - G-) Z C,� m ° � � O I O D O O� G� m m O -om Cf) 00 m -� m Ci 0 Z m m r 0 D ALLEN RD. D p m Z -- i ;;u 0 ci m -� m D m BUENA VISTA ROAD � JEW TTA AVE. z m � m �D -q o�M z �Or m no 0 < ����� 0-10 � C. VERDUGO LN. - = o � 0� m mom° m -� c� IT1 � z ° � 0- � � ;;u ��' �F >< GOSFORD ROAD n O D C7 m - n p F- U) o �� a o K n cn D D --I -+ D D C !- z = rl �� 0 ;0 m ZCPD o� o 0F>0 D C O m gym° 0-) zm --ico z = m z !-'. -' z rmTi m n� O ���� = D 0 � TI �0 porn �G� mm� N �� \o �r- _ r- O Q0 m o ..- m U) CD o n a - I D m I I r c l C-) D r CD Z � _ = WEST LINE OF SECTION 6, I T.30S., R.27E., M.D.M. !-'.� O s � r n S. cc Ai 0 y Op LA © Cn = po O = WEST 1/4 CORNER OF SECTION 6, r FO N 0049'46"E �I oi_` __- _- NI °-� T.30S., R.27E., M.D.M. Z 752.66 ' S �, S00 °49'46 "W --__ 266.45 o rn � C13 _ „ S N o 16" WATER to m ° crl _ — C12- — — B(J 727.12 ;;uiz I T S00 49 46 W C14 �— ROA,9 �0-) — CD O cal cn �� ` M L2 R 2 i 1 n 0 0 ( A TER CM ? -4- K D = m z�0 G00 zm cA 1 � = �' C) n cf, �]n;;o ;;u =0 \ yW Z 0 =—I -m-I m—I C) fn Nlz 1 O c./D 0zn �-o F- \ n —I f� 0rC Z co N �D y Z \ F— cf) CO O 00 O Oo 0 c) i— Z m 00--1 > � Or .G7 D C) cy) 0 n ---j -� C/) -0 -)3 (T1 c O r. cn ap n .. D D Z r G� •� .p \ C C C:) � D � o o —1 O 0 � X CO N 0 'L \ A \< \ ' z X frl ,l O � CA -�N -- Q) m r,- C r- �A CD 0 m m S00 °49'08 "W 226.21' • �� _ _ — 0-1 � No � 0 ;:u o 52 o \ — D 0 -D (Al m D O -� x c on CFT1 N CD r D I �I c/) 00 o zz z�� I ° m m D n I I I n ° M L�j D D 0 rn C) M cf) I '`' I I U D (n N0 10.00 CA C7 1 C 3 I (n I m C) `' I I m r �= N � m ° 0 25 EASTERLY LINE I = 0 ?1 0 c- E ' I ' o F D O o �. OF PARCEL 10 - M LEI zm�� C7 zi 0 0 0 r-r, o I S 0 0 °4 9' " - I 08 W 270.12 -' rn � ym N c) � � o D r� - I � C-) ILO nn nn cA 1 I 1 _ J ( m 0 rn m ° -� z r- z � 1 0� 1 o �� ° PARCEL 9 0 � 1 �, �\ , \ LOT.. % N O C) [ e V J 6 m r s s D tn z o Z m v ;z- Cn n WEST LINE OF SECTION 6, Fr � _ = I 0 m z �D m r T.30S., R.27E., M.D.M. ------- o =n CA I ©� = WEST 1/4 CORNER g Cn = o OF SECTION 6, r 00 -FO T T.30S. , R.27E., M.D.M. N T 0 °49'46 "E �I °-�- - 752.66 s I _ S00 49 46 W 0i O C/D z D C� D o O oGO� C � C) FTI FT1 z � O O o I � CP M---� m c- o F > 0 �p z m -I frizl'!lz 0 co 0 p� p N n � \O � c o(D _ �j m o 266.45 _ _ _ 0 rn � Cl U) 4 Pl io m - N � * o rn - SE ER 0 16 WATER to m - -Cl 2 m Z) "'JEIVA 7-4 727.12 t;;?, S00 49 46 W �I C14 OAD C cn o � c..,l v, � � M L2 R 2 -► o 16» WATE — I R cM V G I I D= �p 0 n 0 (n I co z zm = n n N C"i I cn I n U) -� 1 Ozn v .-.Ou � \ n °o�� z zC Z: � Z \ n z � n -P 00 D \ \ � m C Z 09 F- Zr, (D DN \ �� 0 0 -� > -r o r cn n ' c,� I FTI'--', C Fq 0 -rl 0 n a� 0 n a? U CD U) g C Tl F71 DCDD o v rn \ L� m -0 ',4 > Q) o 0C)(/) X 146.50' \ C� o - N00 049'08 "E �z� POINT OF ��O .� \ O BEGINNING: LOT 2 \ �" C m \�� n 0 Z7 D 52' C 0 I -D c/) 00 m � n I s m I o D 0 Oo D I N m I m 1 0 01 Cn ,— M CO ; �m D^ C: m N o lJ r zz m U) v 0 m Cn o 'o 0 0 ED ° cu 0 25' EASTERLY LINE CD 1. OF PARCEL 10 � S00 049'08 "W 270.12' POINT OF BEGINNING: LOT 1 POINT OF COMMENCEMENT: LOT 2 I SE CORNER PARCEL 10 o �� PARCEL 9 0 \ U \ c9 j I I I I 1 I I i D C 10.00' I < > 3 I CA w � n I s m I o I�r 1 1 I I= M L�j n 00 _ D m I C) n 03 I I U) m° yl m x z ao y LOT.- LINE ADJUSTMENT EXHIBIT nB" c NON 07m 1561 MATCH LINE SEE SHEET 9 I co I w c w o N '- N Lo 0 Q I Wrncn �Qo o� I LLJrZw Qvo Q�� C� u I z mLoQ LL I I oc° ON I o �o� Q zrz I v0° m W�c CD oD I cn <3�I I ► w o '� I LOT 2 1.96 (GROSS) ACRES 31,849 (NET) S.F. I c' I 55.00' w 2 ow w I 0') I 0') d- d- I 0 0 I z 1 W I I /i I o so 0 0 o I °o. J o Sod NORTH SCALE: 1 "= 80' I 40 0 80 80 20 MCINTOSH CASTLE & COOKE CALIFORNIA INC. JOB NO. 680697 DATE: 7/17/07 LOT LINE ADJUSTMENT N 0. 07 -1561 FILE NO. 0697LL01 &A=cLARS' DONE BY: GC LAND SURVEYING • GNL ENGINEERING 02007 2001 WHEELAN CT. BAKERSFIELD, CA 93309 (661) 834 -4814 ADJUSTED SHEET 10 OF 12 SHEETS LOT.- LINE 'ADJUSTMENT NON' 07 -1561 RIVER �i N RUN I In I I-J BLVD. C5 C4 C6 �`'� < R /W LINE DETAIL "A SCALE: 1 "= 8' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 300.00' 23.46' 11.74' 04 °28'52" C2 300.00' 155.99' 79.80' 29 047'28" C3 300.00' 179.45' 92.50' 34 °16'20" C4 335.00' 166.70' 85.11' 28 030'38" C5 335.00' 3.74' 1.87' 00 °38'24" C6 335.00' 170.44' 87.11' 29 009'02" C7 270.00' 135.20' 69.05' 28 °41'23" C8 330.00' 12.70' 6.35 02 012'15" C9 300.00' 150.22' 76.72' 28 041'23" C10 300.00' 65.63' 32.95' 12 °32'05" C11 300.00' 84.59' 42.58' 16 °09'18" C12 1945.00' 22.18' 11.09' 00 039'12" C13 2000.00' 194.50' 97.33' 05 °34'19" C14 1935.00' 72.74' 36.38' 02 °09'14" LINE TABLE LINE BEARING LENGTH L1 S83 °35'55 "E 62.13' L2 S02 °08'53 "W 35.00' L3 S8901 0'52"E 100.00' L4 S65 035'03 "W 60.81' L5 N48 040'54 "E 27.74' L6 N60 004'25 "E 136.97' L7 N 16 °23' 33 "E 39.52' L8 N29 055'35 "W 35.09' L9 N62 007'45 "E 129.26' EXHIBIT nB* RADIAL TABLE RAD. BEARING R1 N06 024'05 "E R2 S01 °55'13 "W R3 S02 035'02 "W R4 S01 056'38 "W R5 S27 °52'1 5 "E R6 S26 034'00 "E R7 S00 049'08 "W R8 S01 °23'07 "E R9 N15 °20'10 "W R10 N87 056'43 "W R11 N88 035'55 "W R12 N89 010'14 "W R13 N87 °22'29 "W R14 N85 °13'15 "W C NTOSH CASTLE & COOKE CALIFORNIA, INC. JOB NO. 680697 DATE: 7/17/07 LOT LINE ADJUSTMENT N 0. 07 -1561 FILE N0. 0697LL01 ksocIATM DONE BY: GC LAND SURVEYING • GVIL ENGINEERING 02007 61 2001 WHEELAN CT. BAKERSFIELD, CA 93309 (661) 834 -4814 DETAIL AND DATA TABLES SHEET 11 OF 12 SHEETS �nrnor � v LOT LINE ADJUSTMENT NO, 07 -1561 BENEFICIARY CONSENT THE UNDERSIGNED AS BENEFICIARY.. DOES HEREBY CONSENT TO THE FOREGOING LOT LINE ADJUSTMENT AND AGREES TO BE -BOUND THEREBY AND AGREES THAT ITS RIGHT, TITLE, OR INTEREST IS SUBJECT TO SUCH LOT LINE ADJUSTMENT. WELLS. FARGO BANK, N.A., A NATIONAL ASSOCIATION, AS REPLACEMENT ADMINISTRATIVE AGENT PER DOCUMENT NO. 0202001225 RECORDED JANUARY 4, 2002 AND PER DEED OF TRU ECORDED SEPTEMBER 22, 2000 AS DOCUMENT NO. 0200118443 AND PER AM M TS TO DEED OF TRUST RECORDED MARCH 28, 2003 AS DOCUMENT NO. 0 0585 4, DECEMBER 26, 2003 AS DOCUMENT NO. 02032776221 AND JANUARY 17, 2 7 AS CUMENT NO. 0207012146, ALL OF OFFICIAL RECORDS. SHEET 12 OF 12 SHEETS Q:I PROJECTS 16806971Legats10697LLA01.doc GC 10!1!2007 STATE OF CALIFORNIA ) )SS. COUNTY OF,Gt�,(;f.,lES) On QGag�� ,before me, & ,Notary Public, personally appeared .✓/9�So� ?a�J�o^ l ,personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is /are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his/her /their authorized capacity(ies), and that by his /her /their signatures on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature 4" l VW 141C11W haft Los Courdy MyC. Fad � g.