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HomeMy WebLinkAbout4920, 4940, 5030 GOSFORD RDR�OUESTED BY AND W IEN 1ECQRDED, MAIL TO: CITY ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA. 93301 James IN. Fitch Assessor— Recorder JASON Kern County Official Records 12/22/2006 Recorded at the request of 8:01 AM Ticor Title DOC#: 0206314770 CERTIFICATE OF COMPLIANCE (SECTION 66499.35, GOVERNMENT CODE) Stat Types: 1 Pages: 25 Fees 154.00 Taxes 0.00 Others 0.00 j PAID $154.00 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 ", 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 ofLot Line Adjustment 06 -1298, being an adjustment of the boundaries of the following portions of land: 1. Parcel "A' of Parcel Map 601, recorded 9 -14 -1972, in Parcel Map Book 3, Page 165; 2. Remainder portion of Lot 4 and Lot 5 of Sales Map of Lands of Kern County Land Company, filed May 28,1892; 3. Remainder portion of Section 21, T. 30 S., R. 27 E., M. D. M.; all as filed and recorded in the office of the Kern County Recorder, and being portions of Section 21, T. 30 S., R. 27 E., M. D. M., in the City of Bakersfield, County of Kern, State of California Property Owner: Castle and Cooke Commercial -CA, Inc., a California Corporation; Assessor's Parcel Numbers: 498 - 010 -03 -2 and 498 - 010 -14 This Certificate of Compliance is being issued and recorded for 4 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 Subdivis1nn_t\A Ant nr onv local nrdinnnr P_ enacted pursuant thereto. Development of the parcels may regL or other grant or grants of approval. Dated: December 15, 2006 A . ROJAS CE No. 39880 Expiration December 31, 2007 City Engineer City of Bakersfield Signature must be notarized Page 1 of 25 S: \Land Division \Minor Land Div \LLA\2006 \06 -1298 coc.doc `f46Zof, v9y0 , ro3� GO s�rd A14 caS.�!..ca4�•_�a ca��a�caa �� ca .sa•_sa4... •.sal..sa ca. tea. _c�a ca caas� ..caL �t c�. ca ,. s� ca�.,ca�4,. sv. �. ca c�, ca�,.�a. �C,.� . a. ca. .a ca` ca�.�a. State of California County of KERN On December 15, 2006 before me, Lynda R. Skinner, Notary Public Date Name and Title of Officer (e.g., "Jane Doe, Notary Public ") personally appeared Jacques R. LaRochelle Assistant FW Director Name(s) of Signer(s) City of Bakersfield — — — — LYNDA K. SKINNER Commission -# 1532000 -� Notary Public - Callfomia Kem County ��� Ex��� 008 tj 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 signature(s) 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. Place Notary Seal Above �;If A,ZAW-L) Sig a of otary 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. Title or n of Attached Document -Qf Document: Document Date: Signer(s) Other Than Named Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact Top of thumb here ❑ Trustee ❑ Guardian or Cons" r ❑ Other: Signer Is Number of Pages: Name: 0 l7nd'vidual E] Corpora e Officer — Title(s): ❑ Partner — Limited ❑ General • Attorney in Fac • Trustee • Guardian or Conservator ❑ Other: Signer Is Representing: Top of thumb here © 2006 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313 -2402 Item No. 5907 Reorder: Call Toll -Free 1 EXHIBIT "A" LOT LINE ADJUSTMENT NO. 06 -1298 LEGAL DESCRIPTION BEING AN ADJUSTMENT OF PARCEL "A" OF PARCEL MAP NO. 601, FILED FOR RECORD SEPTEMBER 14, 1972 IN BOOK 3 AT PAGE 3 OF PARCEL MAPS, THOSE PORTIONS OF LOTS 4 AND 5 OF SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY IN SECTION 21, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., FILED MAY 28, 1892, BOTH IN THE OFFICE OF THE KERN COUNTY RECORDER, AND A REMAINDER PORTION OF SECTION 21, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, BEING DESCRIBED AS FOLLOWS: LOT 1: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION, SAID POINT BEING MARKED BY A 2 INCH IRON PIPE WITH A KERN COUNTY SURVEYOR'S TAG MARKED FOR CORNER PER FILED MAP NO. 7 -1, BOOK 6 AT PAGE 28, FILED IN THE OFFICE OF THE KERN COUNTY SURVEYOR, SAID POINT ALSO BEING ON THE CENTERLINE OF GOSFORD ROAD (COUNTY ROAD NO. 158), AS SHOWN ON SAID PARCEL MAP; THENCE SOUTH 00 °38'57" WEST, ALONG THE WEST LINE OF SAID SECTION AND SAID CENTERLINE, A DISTANCE OF 353.87 FEET TO THE POINT OF BEGINNING; THENCE ALONG THE FOLLOWING FOUR (4) COURSES: 1) DEPARTING SAID WEST LINE AND SAID CENTERLINE, SOUTH 89 °20'36" EAST, A DISTANCE OF 331.37 FEET; THENCE 2) SOUTH 00 °51'02" WEST, A DISTANCE OF 148.32 FEET; THENCE 3) NORTH 89 °20'36" WEST, A DISTANCE OF 330.85 FEET TO SAID WEST LINE AND SAID CENTERLINE; THENCE 4) NORTH 00 °38'57" EAST, ALONG SAID WEST LINE AND SAID CENTERLINE, A DISTANCE OF 148.32 FEET TO THE POINT OF BEGINNING. CONTAINING 1.13 (GROSS) ACRES, MORE OR LESS. LOT 2: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION, SAID POINT BEING MARKED BY A 2 INCH IRON PIPE WITH A KERN COUNTY SURVEYOR'S TAG MARKED FOR CORNER PER FILED MAP NO. 7 -1, BOOK 6 AT PAGE 28, FILED IN THE OFFICE OF THE KERN COUNTY SURVEYOR, SAID POINT ALSO BEING ON THE CENTERLINE OF GOSFORD ROAD (COUNTY ROAD NO. 158), AS SHOWN ON SAID PARCEL MAP; THENCE ALONG THE FOLLOWING FOURTEEN (14) COURSES: 1) SOUTH 89 °08'14" EAST, ALONG THE NORTH LINE OF SAID SECTION, A DISTANCE OF 30.00 FEET; THENCE 2) SOUTH 00 °38'57" WEST, PARALLEL WITH THE WEST LINE OF SAID SECTION AND SAID CENTERLINE, A DISTANCE OF 117.29 FEET TO THE NORTHWEST CORNER OF SAID PARCEL "A ", SAID POINT BEING 30.00 FEET EAST, AS MEASURED AT RIGHT ANGLES TO SAID WEST LINE AND SAID CENTERLINE; THENCE R:\ PROJECTS \682162 \LEGALS \2162LL01.doc GC /JM 12/6/2006 - 3 - t• EXHIBIT "A" LOT LINE ADJUSTMENT NO. 06 -1298 LEGAL DESCRIPTION (CONTINUED) 3) SOUTH 89 °08'58" EAST, ALONG THE NORTHERLY LINE OF SAID PARCEL "A ", A DISTANCE OF 992.03 FEET TO AN ANGLE POINT; THENCE 4) NORTH 00 °51'07" EAST, CONTINUING ALONG SAID NORTHERLY LINE, A DISTANCE OF 100.00 FEET TO THE SOUTHERLY RIGHT -OF -WAY LINE OF THE SOUTHERN PACIFIC "ASPHALTO BRANCH" RAILROAD; THENCE 5) SOUTH 89 °08'58" EAST, ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF 749.32 FEET TO A POINT OF CUSP WITH A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 548.00 FEET, FROM WHICH POINT A RADIAL LINE BEARS SOUTH 00 °51'02" WEST, SAID POINT ALSO BEING ON THE NORTHERLY RIGHT -OF -WAY LINE OF THE STINE CANAL PER BOOK 5959, PAGE 1496 OF OFFICIAL RECORDS, IN THE OFFICE OF THE KERN COUNTY RECORDER; THENCE 6) WESTERLY ALONG SAID CURVE AND SAID NORTHERLY RIGHT -OF -WAY LINE, THROUGH A CENTRAL ANGLE OF 29 02632 ", AN ARC DISTANCE OF 281.60 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 598.00 FEET; THENCE 7) WESTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID NORTHERLY RIGHT -OF -WAY LINE, THROUGH A CENTRAL ANGLE OF 23 °28'17 ", AN ARC DISTANCE OF 244.97 FEET TO THE EASTERLY LINE OF SAID PARCEL "A "; THENCE 8) SOUTH 00 °38'17" WEST, ALONG SAID EASTERLY LINE, A DISTANCE OF 455.87 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL "A "; THENCE 9) NORTH 89 °20'36" WEST, ALONG THE SOUTHERLY LINE OF SAID PARCEL "A" AND THE WESTERLY PROLONGATION THEREOF, A DISTANCE OF 1,270.17 FEET TO THE WEST LINE OF SAID SECTION AND THE CENTERLINE OF GOSFORD ROAD; THENCE 10) NORTH 00 °38'57" EAST, ALONG SAID WEST LINE AND SAID CENTERLINE, A DISTANCE OF 120.04 FEET; THENCE 11) DEPARTING SAID WEST LINE AND SAID CENTERLINE, SOUTH 89 °20'36" EAST, A DISTANCE OF 330.85 FEET; THENCE 12) NORTH 00 °51'02" EAST, A DISTANCE OF 148.32 FEET; THENCE 13) NORTH 89 °20'36" WEST, A DISTANCE OF 331.37 FEET TO SAID WEST LINE AND SAID CENTERLINE; THENCE 14) NORTH 00 °38'57" EAST, ALONG SAID WEST LINE AND SAID CENTERLINE, A DISTANCE OF 353.87 FEET TO THE POINT OF BEGINNING. CONTAINING 14.95 (GROSS) ACRES, MORE OR LESS. R:\ PROJECTS \682162 \LEGALS \2162LL01.doc GC /JM 12/6/2006 - 4 - EXHIBIT "A" LOT LINE ADJUSTMENT NO. 06 -1298 LEGAL DESCRIPTION (CONTINUED) LOT 3: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION, SAID POINT BEING MARKED BY A 2 INCH IRON PIPE WITH A KERN COUNTY SURVEYOR'S TAG MARKED FOR CORNER PER FILED MAP NO. 7 -1, BOOK 6 AT PAGE 28, FILED IN THE OFFICE OF THE KERN COUNTY SURVEYOR, SAID POINT ALSO BEING ON THE CENTERLINE OF GOSFORD ROAD (COUNTY ROAD NO. 158), AS SHOWN ON SAID PARCEL MAP; THENCE SOUTH 00 °38'57" WEST, ALONG THE WEST LINE OF SAID SECTION AND SAID CENTERLINE, A DISTANCE OF 622.23 FEET TO THE POINT OF BEGINNING, SAID POINT BEING ON THE WESTERLY PROLONGATION OF THE SOUTHERLY LINE OF SAID PARCEL "A "; THENCE ALONG THE FOLLOWING TWENTY -FIVE (25) COURSES: 1) SOUTH 89 °20'36" EAST, ALONG SAID WESTERLY PROLONGATION AND THE SOUTHERLY LINE OF SAID PARCEL "A ", A DISTANCE OF 1,270.17 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL "A "; THENCE 2) NORTH 00 °38'17" EAST, ALONG THE EASTERLY LINE OF SAID PARCEL "A", A DISTANCE OF 455.87 FEET TO THE NORTHERLY RIGHT -OF -WAY LINE OF THE STINE CANAL PER BOOK 5959, PAGE 1496 OF OFFICIAL RECORDS, IN THE OFFICE OF THE KERN COUNTY RECORDER, SAID POINT ALSO BEING THE BEGINNING OF A NON - TANGENT CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 598.00 FEET, FROM WHICH POINT A RADIAL LINE BEARS NORTH 05 °07'13" WEST; THENCE 3) EASTERLY ALONG SAID CURVE AND ALONG SAID NORTHERLY RIGHT -OF -WAY LINE, THROUGH A CENTRAL ANGLE OF 23 °28'17 ", AN ARC DISTANCE OF 244.97 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 548.00 FEET; THENCE 4) EASTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID NORTHERLY RIGHT -OF -WAY LINE, THROUGH A CENTRAL ANGLE OF 29 °26'32 ", AN ARC DISTANCE OF 281.60 FEET TO THE SOUTHERLY RIGHT -OF -WAY LINE OF THE SOUTHERN PACIFIC "ASPHALTO BRANCH" RAILROAD; THENCE 5) SOUTH 89 °08'58" EAST, ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF 1,872.66 FEET TO THE SOUTHWESTERLY RIGHT -OF -WAY LINE OF THE ARVIN EDISON CANAL PER AMENDED ORDER OF CONDEMNATION RECORDED IN BOOK 4000, PAGE 17 OF OFFICIAL RECORDS, IN THE OFFICE OF THE KERN COUNTY RECORDER; THENCE 6) SOUTH 15 °04'35" EAST, ALONG SAID SOUTHWESTERLY RIGHT -OF -WAY LINE, A DISTANCE OF 77.62 FEET TO THE BEGINNING OF A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 305.00 FEET; THENCE 7) SOUTHEASTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID SOUTHWESTERLY RIGHT -OF -WAY LINE, THROUGH A CENTRAL ANGLE OF 41 °0118 ", AN ARC DISTANCE OF 218.37 FEET; THENCE 8) SOUTH 56 °05'53" EAST, CONTINUING ALONG SAID SOUTHWESTERLY RIGHT -OF- WAY LINE, A DISTANCE OF 405.44 FEET TO THE BEGINNING OF A CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 745.00 FEET; THENCE R:\ PROJECTS \682162 \LEGALS \2162LL01.doc GC /JM 12/6/2006 - 5 - EXHIBIT "A" LOT LINE ADJUSTMENT NO. 06 -1298 LEGAL DESCRIPTION (CONTINUED) 9) SOUTHEASTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID SOUTHWESTERLY RIGHT -OF -WAY LINE, THROUGH A CENTRAL ANGLE OF 32 °17'39 ", AN ARC DISTANCE OF 419.91 FEET; THENCE 10) SOUTH 23 °48'14" EAST, CONTINUING ALONG SAID SOUTHWESTERLY RIGHT -OF- WAY LINE A DISTANCE OF 95.44 FEET TO AN ANGLE POINT IN THE NORTHEASTERLY BOUNDARY LINE OF AMENDED TRACT NO. 5673 PHASE 2, FILED FOR RECORD IN BOOK 42 AT PAGES 149 THROUGH 152 OF MAPS IN THE OFFICE OF THE KERN COUNTY RECORDER; THENCE 11) SOUTH 66 °11'46" WEST, ALONG SAID NORTHEASTERLY BOUNDARY LINE, A DISTANCE OF 95.00 FEET TO AN ANGLE POINT; THENCE 12) NORTH 23 °48'14" WEST, CONTINUING ALONG SAID NORTHEASTERLY BOUNDARY LINE, A DISTANCE OF 95.44 FEET TO THE BEGINNING OF A CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 650.00 FEET; THENCE 13) NORTHWESTERLY ALONG SAID CURVE, CONTINUING ALONG SAID NORTHEASTERLY BOUNDARY LINE, AND ALONG THE NORTHEASTERLY BOUNDARY LINE OF TRACT NO. 5649, FILED FOR RECORD IN BOOK 40 AT PAGES 192 THROUGH 194 OF MAPS IN THE OFFICE OF THE KERN COUNTY RECORDER, THROUGH A CENTRAL ANGLE OF 32 017'39 ", AN ARC DISTANCE OF 366.37 FEET; THENCE 14) NORTH 56 °05'53" WEST, ALONG THE NORTHEASTERLY BOUNDARY LINE OF SAID TRACT NO. 5649, A DISTANCE OF 405.44 FEET TO THE BEGINNING OF A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 400.00 FEET; THENCE 15) NORTHWESTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID NORTHEASTERLY BOUNDARY LINE, THROUGH A CENTRAL ANGLE OF 36 °55'45 ", AN ARC DISTANCE OF 257.81 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 50.00 FEET; THENCE 16) NORTHWESTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID NORTHEASTERLY BOUNDARY LINE, THROUGH A CENTRAL ANGLE OF 69 °58'50 ", AN ARC DISTANCE OF 61.07 FEET TO THE NORTHERLY LINE OF SAID TRACT NO. 5649; THENCE 17) NORTH 89 °08'58" WEST, ALONG SAID NORTHERLY LINE AND THE NORTHERLY LINE OF TRACT NO. 5617, FILED FOR RECORD IN BOOK 40 AT PAGES 15 THROUGH 17, IN THE OFFICE OF THE KERN COUNTY RECORDER, A DISTANCE OF 1,764.44 FEET TO THE BEGINNING OF A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 453.00 FEET; THENCE 18) WESTERLY ALONG SAID CURVE AND ALONG SAID NORTHERLY LINE OF SAID TRACT NO. 5617, THROUGH A CENTRAL ANGLE OF 29 °26'32 ", AN ARC DISTANCE OF 232.78 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 693.00 FEET; THENCE 19) WESTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID NORTHERLY LINE, THROUGH A CENTRAL ANGLE OF 12 024'35 ", AN ARC DISTANCE OF 150.10 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 50.00 FEET; THENCE R:\ PROJECTS \682162 \LEGALS \2162LL01.doc GC /JM 12/6/2006 - 6 - EXHIBIT "A" LOT LINE ADJUSTMENT NO. 06 -1298 LEGAL DESCRIPTION (CONTINUED) 20) SOUTHWESTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID NORTHERLY LINE, THROUGH A CENTRAL ANGLE OF 73 °10'48 ", AN ARC DISTANCE OF 63.86 FEET TO THE WESTERLY LINE OF SAID TRACT NO. 5617; THENCE 21) SOUTH 00 °38'17" WEST, ALONG SAID WESTERLY LINE, A DISTANCE OF 434.67 FEET TO THE NORTHEAST CORNER OF TRACT NO. 4880 UNIT "D ", FILED FOR RECORD IN BOOK 36 AT PAGES 19 THROUGH 20, IN THE OFFICE OF THE KERN COUNTY RECORDER; THENCE 22) NORTH 89 °20'36" WEST, ALONG THE NORTHERLY LINE OF SAID TRACT NO. 4880 UNIT "D" AND THE NORTHERLY LINE OF TRACT NO. 4880 UNIT "E ", FILED FOR RECORD IN BOOK 36 AT PAGES 21 THROUGH 22, IN THE OFFICE OF THE KERN COUNTY RECORDER, A DISTANCE OF 1,175.18 FEET TO THE BEGINNING OF A CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 50.00 FEET; THENCE 23) SOUTHWESTERLY ALONG SAID CURVE AND CONTINUING ALONG THE NORTHERLY LINE OF SAID TRACT NO. 4880 UNIT "E ", THROUGH A CENTRAL ANGLE OF 90 000'27 ", AN ARC DISTANCE OF 78.55 FEET TO A POINT ON THE WESTERLY LINE OF SAID TRACT NO. 4880 UNIT "E "; THENCE 24) DEPARTING SAID WESTERLY LINE, NORTH 89 °21'03" WEST, A DISTANCE OF 150.00 FEET TO THE WEST LINE OF SAID SECTION AND THE CENTERLINE OF GOSFORD ROAD;THENCE 25) NORTH 00 °38'57" EAST, ALONG SAID WEST LINE AND SAID CENTERLINE, A DISTANCE OF 145.02 FEET TO THE POINT OF BEGINNING. CONTAINING 11.83 (GROSS) ACRES, MORE OR LESS. LOT 4: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION, SAID POINT BEING MARKED BY A 2 INCH IRON PIPE WITH A KERN COUNTY SURVEYOR'S TAG MARKED FOR CORNER PER FILED MAP NO. 7 -1, BOOK 6 AT PAGE 28, FILED IN THE OFFICE OF THE KERN COUNTY SURVEYOR, SAID POINT ALSO BEING ON THE CENTERLINE OF GOSFORD ROAD (COUNTY ROAD NO. 158), AS SHOWN ON SAID PARCEL MAP; THENCE SOUTH 00 °38'57" WEST, ALONG THE WEST LINE OF SAID SECTION AND SAID CENTERLINE, A DISTANCE OF 767.25 FEET TO THE POINT OF BEGINNING; THENCE ALONG THE FOLLOWING FOUR (4) COURSES: 1) DEPARTING SAID WEST LINE AND SAID CENTERLINE AT RIGHT ANGLES, SOUTH 89 021'03" EAST, A DISTANCE OF 150.00 FEET TO THE WESTERLY LINE OF TRACT NO. 4880 UNIT "E ", FILED FOR RECORD IN BOOK 36 AT PAGES 21 THROUGH 22, IN THE OFFICE OF THE KERN COUNTY RECORDER; THENCE R:\ PROJECTS \682162 \LEGALS \2162LL01.doc GC /JM 12/6/2006 - 7 - EXHIBIT "A" LOT LINE ADJUSTMENT NO. 06 -1298 LEGAL DESCRIPTION (CONTINUED) 2) SOUTH 00 °38'57" WEST, ALONG SAID WESTERLY LINE AND THE WESTERLY LINE OF TRACT NO. 4880 UNIT "C ", FILED FOR RECORD IN BOOK 36 AT PAGES 17 , THROUGH 18, IN THE OFFICE OF THE KERN COUNTY RECORDER, A DISTANCE OF 560.01 FEET TO THE SOUTHERLY LINE OF LOT 5 OF SALES MAP OF LANDS OF THE KERN COUNTY LAND COMPANY IN SAID SECTION, FILED MAY 28, 1892 IN THE OFFICE OF THE KERN COUNTY RECORDER; THENCE 3) NORTH 89 °08'14" WEST, ALONG SAID SOUTHERLY LINE, A DISTANCE OF 150.00 FEET TO THE WEST LINE OF SAID SECTION AND THE CENTERLINE OF GOSFORD ROAD;THENCE 4) NORTH 00 °38'57" EAST, ALONG SAID WEST LINE AND SAID CENTERLINE, A DISTANCE OF 559.45 FEET TO THE POINT OF BEGINNING. CONTAINING 1.93 ACRES, MORE OR LESS. 0 %-AND Sod .�� JEFFREY L. MARTIN 1 ExP� 08;, --� \ti, , Lo ,0(0 ,ulcINTOSH & ASSOCIATES 2001 Wheelan Court Bakersfield, CA 93309 (661) 834 -4814 R:\ PROJECTS \682162 \LEGALS \2162LL01.doc GC /JM 12/6/2006 - 8 - M W lz M� W Z X W 0 V O Of C z z C3 Z -nj0W w Off- F- N�P:Z�o ° 00 Y I N O N LL) CO C, O �I=Z-:ziQO `.`- ¢ow>- V) W F- 0 p er } -j (.0 Q ~ L� Q j Q z O Z WU QzC�[Y V) �<CL Li << uWU0YaC)W�c^ 0 LL- W O ON O m 0 N W Q �OQ JzzZ(/)00 QOmzo� �" �N W¢ Q~ c =) Li O Q Y 0 Y V) O I- O_ LU CD7-njII- O L., m Q n F- Z �f- O Z co W 0 Z I- t i= 0 �2 O Z N O C/) Lu LLJ �i If) U V) o O O JZ :) Q W N N z En V) Z OZ Q::�iI--OZ� O ~ U JWWC) LLJ m (n m O Z Q tO o Z Li Cr U a U G U O Q U OO J O D O .�- O �{ w - Li U IUL L � W � LLW Z mY.,2O 2 0 �`Z piT N I W Om u w m� m U V p r oai p=a: <<L� w a m U U W U O W O J U a O W F- Z z Ui J u a s [Y Z 0 j J U W W W a QW`��WQ -0~ owUvwWao J� N 6i co o C O v� Z xn Cl-L) cc m 1.0 0 = O F- a ~Y N w W U > Z 0 ~ 00 Z � V) O rn ¢ ¢ O O U l Q CO 00 z zQOw -_� Z mz ¢ w J CO W W NC' 2 W W LO Z ON�cinU LU z Q Z r �j 2 �Nmoo [l N a O w Ljj J Q F LO > W � I � W Y O O ¢ O wm o Q Z m Z U U00 t, w � o Q } W Z p a Elf a Of U m J - U wzv o � a 7 J w o ¢ a � O Z U UU 'D w0 0 O as II A a 0 LLJV) < Z N p p J W W Wow= -) N Q W ~ W ~ N Q a a Z }O O O �w0c= O C/) O >- (=O CO >- O �Wri0of 1� I- U O U a Y U o z z � � w � w 39: W OI"a:Om Z a O OrZW U(n m F 0 m g LLJ S W , LL I l- og�= 0 w w m 1.0 0 = F- a ~Y aLUw Z O p O a O 00 > Z 0 W W N � W C ¢ O O w0> ¢> i f J a Z mz p m Z U W W NC' OZO Cl) W V) LLJ U Y V O Q a mF:- U W d�W Z = Q Y p U �z 0 W ^ O a N Walt- Z O Z p U W O � Q O Y Q- LL) Qa Y M ~ D w CO L, O QO iz� J0 oo= �� N U a U = W Q 0 W OOn- LLJ Z p U ¢ Z U O !Z � I ww aO [r z W F-Q0^ J U U a O w Ljj J Q F LO > W � I � W Y O O ¢ O wm o Q Z m Z U U00 t, w � o Q } W Z p a Elf a Of U m J - U wzv o � a 7 J w o ¢ a � O Z U UU 'D w0 0 O as II A a 0 LLJV) < Z N p p J W W Wow= -) N Q W ~ W ~ N Q a a Z }O O O �w0c= O C/) O >- (=O CO >- O �Wri0of 1� I- U O U a Y U o z z � � w � w 39: W OI"a:Om Z a O OrZW U(n m F 0 m g LLJ S W , LL I l- og�= 0 w w a ~Y O O > > Z 0 a:: L, Q Z � Q ¢ O O L' Z w IU _w i f J a Z mz 0 0(n 0 L W W O W W NC' U Cl) W V) LLJ W CO a O Q a U U W U a z = U U �z 0 >O C- z� a N N W O Z p W p W 0 O UQ Y >- Qw:n LLJp ¢Ow po 0 QO Q� N U a U = W Q 0 W OOn- LLJ Z p U ¢ Z U O om a s ¢ J pa F-Q0^ p V J U U LLJ NCO p --I N W Z U) ":I- W 0 Qa z UIw� U O -J W U m¢� �1- Q w �ap0 W w QO a0O p wWwOf VCf) a,a, Ckf cncn�W ¢� o�a d0 WW�a a 00 a N W J 1, -aa Q - C (r I'' J Z UCD of `U O W >U W Y Z Q W ¢ Z m Y Z Z < d ¢Qr U _U WZN � zK'i Vw)mY za Q w O - -1000- mw WI- � r 0 F- WOO (np aZF-H W mW �Z t _p W V0- Q � U Cri W a Y �LJZ:) �U� ui UO >O M �Of Qm FS-UO ¢m Np0F2- w W w Zw O a N Of 0 Q a O O O V) p V) p ¢ O W ZU Li ~ ¢ pLj C a 1�� a Z¢ J o0 aU Y� OO Q W Q O 0 O a N V) w Of 0 z N z no > r� N w z� Vwa O U Z W Q a mQ V) L, ao o a 0 '� � 00 a� SOY rn o(D a� Nm Q Y < 0 U a O Z0 ma z O Q CO M I-m Ua ao W W Oa a�LJ W U CY wO PL'J� W Q O O N L'i p N m W LLJ WW w0O 00 Z ¢ Z F- U U Q9 ¢�� Mwe fw^ V Q CL N 2 O LU U) a EL _- Z p a) R WI ° ° RTT i I Z O I Q � n I oD O O o O LLj I I J Z� N =� I C ° a 00 O� Z C,')z z° rnr-� C CD < C) � 1 C) QwoN�m W ° ° ¢ °w> g 0 O i J ci-� U (.0 < F- < C5 -j Q- U ° ¢ " O W ¢ ¢ z J � W 1= LL ¢ ¢ Co WUO�WOW�( W - NN�NIWC7 W I>- W W ¢ � �oQ¢zz zzcco ¢ a O � � N OO ME O W O W Lo Q Y 0 c/') ) 0 1- a 0 o= f 0 � L oo 2 d oz o- u-�z UI— LL p = O Z N O N , LLJ v~i °O ° J� Q1 Q W N N zmcnz o ®¢ w o O Z l- Jz a- LU E V) m no O I , I I —Z— - N inl I a N NI _ U W O UOOK I = I W� I ~ Q� I C, a I I Z N Lo w� Z = r•r°j W p� i Z N I 0 I I ,100'091 I ¢ W � I , z W W I >- I o w0 �0) "C/) CD f I [3, 90,00.00S] CA9'L 1 L] M L9 8r, - - __133HS 33S 3NIl H�1bW _ T to o CD co W QZaW a -1 a U DUSac6Q Q�Ycq a0Co Q� CL s cc Y >- Voa � a �O�U Cl) Z 0 '� Z cc 00�� to a. 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D IL it ir J LL C �M 100 W m� = 0 1 25 X 50 W NORTH SCALE: 1" = 100' 0 z w 1= z oo ° w N�o� � o ° � Q m NORTH 1/4 CORNER, SECTION 21, - - - -- - - - - - - - - - T.30S., R.27E., M.D.M. CONCRETE MONUMENT WITH BRASS SOUTHERN PACIFIC RAILROAD "ASPHALTO BRANCH" CAP STAMPED "RCE 6640" PER FILED BOOK 47, PAGE 356 OF DEEDS S89'08'58 "E [S89'47'56 "E MAP NO. 7 -1, BOOK 6, PAGE 28 L` cwn >- o m S89'08'03 "E o r^ [[ ]] NORTH LINE, NORTHWEST 1/4, SECTION 21, T.30S., R.27E., M.D.M. [[2645.28']] �y O z Q z `' _ _ _ --�/`— S89'08'14' E ° ri _ _ _ _ _ _ 2645_51 `— S89'OS'58 "E - - - - - - of Ln w r- I I I I L�gQ�CnN�NIw -CD I I I I wzw >- uJ a� I 23 I 24 I 25 26 1 1— o O J z z Q I rn �w< of om co Z) Q�pOU �N -- -- J w .! U��=OY�w01N - - -I -- - -- Q= 0 D Qr�o (D z,�° -o =O WUJr Wry LI) U o 0 F- zJW W wcv Q(1,`r'= 3: 3: o� < F-- z I I V w 0 1- U ~ W I c� --'U =w a W m °0 O V Q d Z Lo L N co o O W - w a NORTH LINE, NORTHEAST 1/4, SECTION 21, T.30S., R.27E., M.D.M. [[S89'08'33 "E 2645.29']] S89'08'311 2645.51 —� PORTION OF SECTION 21, 1872.66- 1 2321.03' o T.30S., R.27E., M.D.M. o 8.78 ACRES STINE CANAL '� I N89 08'58"W 1764.44' F- 1 W F 27 1 28 I 29 I 30 1 31 1 32 ' 33 1 34 35 ' 12 13 I I I I W } I I 14 1 1 5 I= z - -- I -- -- -- -I -J �' 36 1 11 \\\ � -t -- I W 0 TRACT 1\10, 56!,9 W w HIDDEN BRIDGE DRIVE � !� - - - - - - - - - - - - - 1\ /]AP S001< !r0, FAG-Es S 1 92 -1 941 0) \/ IL - -- -- -- -- � � I 37 10 I TRACT 1\10. 5617 - -� - -� I = MAP BOOK 410, PAGES 15-17 U a � Ico) I J o� R _J co<r Q�Q Icv 0 ZoJo�zo co: c z U p Q O w I o wzz���JV Q Ic° d w Q � ^ Y un Q w Li W U O p w o o of Ln w r- I I I I L�gQ�CnN�NIw -CD I I I I wzw >- uJ a� I 23 I 24 I 25 26 1 1— o O J z z Q I rn �w< of om co Z) Q�pOU �N -- -- J w .! U��=OY�w01N - - -I -- - -- Q= 0 D Qr�o (D z,�° -o =O WUJr Wry LI) U o 0 F- zJW W wcv Q(1,`r'= 3: 3: o� < F-- z I I V w 0 1- U ~ W I c� --'U =w a W m °0 O V Q d Z Lo L N co o O W - w a NORTH LINE, NORTHEAST 1/4, SECTION 21, T.30S., R.27E., M.D.M. [[S89'08'33 "E 2645.29']] S89'08'311 2645.51 —� PORTION OF SECTION 21, 1872.66- 1 2321.03' o T.30S., R.27E., M.D.M. o 8.78 ACRES STINE CANAL '� I N89 08'58"W 1764.44' F- 1 W F 27 1 28 I 29 I 30 1 31 1 32 ' 33 1 34 35 ' 12 13 I I I I W } I I 14 1 1 5 I= z - -- I -- -- -- -I -J �' 36 1 11 \\\ � -t -- I W 0 TRACT 1\10, 56!,9 W w HIDDEN BRIDGE DRIVE � !� - - - - - - - - - - - - - 1\ /]AP S001< !r0, FAG-Es S 1 92 -1 941 0) \/ IL - -- -- -- -- � � I 37 10 I TRACT 1\10. 5617 - -� - -� I = MAP BOOK 410, PAGES 15-17 U a � Ico) I J o� R M TW— _ ..L x W 00 °cn Z ° z J o -�TOw rn�z o � 00 ft: C/-) N ��Q °� O w w �owo�wQ (wU> - °m 0o QzW _j (D O� ~a°�� w LjJ J O ° a Q Q �� °Mi z zOJO Z °�(/7 Z w U° Q O w W � z :2 J � Z75E W LLB ° C/-) wWOww�WLp W U O U c' O Q c0 (n cal N IW— C D w ° >- w Q OOJZ ZQ�00 rn �WQO�z°' v1, Q O U w N .J j �z�F- U z w O W cn � Y ,'j , - OQO�c!)wQ >- O Q�mQ,°��'�z�r °z(n�O =OU WI- W= Z N O w z W Z U go�Ln��0 (f) ° O W f- J »z ~° Q W N Q d N f=— Z Oa�opz0 U IW— J U 2 w JzwwV) � 0 mom° NORTH SCALE: 1" = 100' 100 0 25 50 100 [ [ S89'08'33 "E]] _ ---v"-- S89'08'31 "E_ _ S89'08'58 "E - --�/�— 1872.66' ---f— 2321.03' > II I 16 i 17 M r I I-- w = -I- - - w co Z� �I I H L I CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 305.00' 218.37' 114.10' 41'01'18" C4 400.00' 257.81' 133.56' 36'55'45" C5 50.00' 61.07' 35.00' 69'58'50" SOUTHERN PACIFIC RAILROAD "ASPHALTO BRANCH" BOOK 47, PAGE 356 OF DEEDS S89'08'58 "E rS89'47'56 "El STINE CANAL NORTH LINE, NORTHEAST 1/4, SECTION 21, T.30S., R.27E., M.D.M. 2621.' PORTION OF SECTION 21, T.30S., R.27E., M.D.M. 8.78 ACRES 18 19 I 20 I 21 I 22 I 23 I I I I I SILVER- SPRAY AVENUE w O V Q a ZLo L N 0 _ O X W w O NORTHEAST CORNER, SECTION 21, T.30S., R.27E., M.D.M. CONCRETE MONUMENT WITH BRASS CAP STAMPED "RCE 6640" PER FILED MAP NO. 7 -1, BOOK 6, PAGE 28 r [[2645.29']] 2645_51 -- 24 25 26 27 28 Nom RPO2952 G��� - -- - 610 - - -/ / 30 - - - - - - N 31 �� / � \ FQ�sO. 0 r r \ \y / 56 32o� Qos �S� q� TRACT 1\10. 49 � ��� < MAP E-00K 40, PAGES 192 -194 �� \\///33 34 oss3� 14 -e,4 i 35 �o 36 J O W O a- (. 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U 0-) ~ �- CONCRETE MONUMENT WITH BRASS 00 of z - o n- � SOUTHERN PACIFIC RAILROAD "ASPHALTO BRANCH" CAP STAMPED "RCE 6640" PER FILED N 0 w Y BOOK 47, PAGE 356 OF DEEDS S89'08'58 "E [S89'47'56 "E MAP NO. 7-1, BOOK 6, PAGE 28 ° N m Q (o o vw) o °� [[S89'08'03 "E]] o NORTH LINE, NORTHWEST 1/4, SECTION 21, T.30S., R.27E., M.D.M. 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N N F-- U w p w Q 1_ OQ-jz < �WQ°a:zcy) Q O Of U � N _j =ZI- Y 4 m J o L 12-:3) z O Q Q =D O z W Li O WF- w HE O M U z N O N W Z LLJ z o O ~ W N CD Q � "t N r t- z Q��oz ° O W U F U CD -j W JwN�V)0N m ° mo NORTH SCALE: 1" = 100' 100 0 25 50 100 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 305.00' 218.37' 114.10' 41'01'18" C4 400.00' 257.81' 133.56' 36'55'45" C5 50.00' 61.07' 35.00' 69'58'50" SOUTHERN PACIFIC RAILROAD "ASPHALTO BRANCH" BOOK 47, PAGE 356 OF DEEDS S89'08'58 "E rS89'47'56 "El [[S89'08'33 "E]] o NORTH LINE, NORTHEAST 1/4, SECTION 21, T.30S., R.27E., M.D.M. _ _ ✓� S89'08'31 "E- _ c • - - -�`— 1872.66' I SOUTHERLY RIGHT -OF -WAY LINE OF LOT 3 SOUTHERN PACIFIC RAILROAD 11,83 (GROSS) ACRES I "ASPHALTO BRANCH" STINE CANAL 11.64 (NET) S.F. — N89'08'58 "W r 176, > II I 16 17 �I I- w w� wlco w I �I I 2 I 18 ' 191 20 I 21 I 22 I I I � I - SILVER SPRAY AVENUE 2621. 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