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HomeMy WebLinkAbout05-1188REQUESTED BY AND r r WF-1:E'N RECORDED, MAIL TO: 7 CITY ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA. 93301 times W. F Sitch Assesso r — �ecOrder JASO Kern Coun Official Records Recorded at the request of First American Title ooca: 0205303329 CERTIFICATE OF COMPLIANCE (SECTION 66499.35, GOVERNMENT CODE) 11/0112005 8:00 AM Stat Types:l Pages: ZQ Fees Taxes Others PAID 124.00 8.88 8.88 $124.80 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 of Lot Line Adjustment 05 -1188, being an adjustment of the boundaries of the following portions of land: 1. Parcels 1, 4 and 14 of Parcel Map 11013 recorded September 16, 2004, in Parcel Map Book 53, Page 130 through146; 2. Lot "B" of Lot Line Adjustment 05 -0427 as evidenced by Certificate of Compliance recorded September 9, 2005 as Document No. 0205246719, O.R.; all as filed in the office of the Kern County Recorder, and being portions of Section 17, 18, 19, and 20, T. 29 S., R. 29 E., M. D. M., in the City of Bakersfield, County of Kern, State of California Property Owner: Mountain View Bravo, LLC, a California Limited Liability Company S & J Alfalfa, Inc. a California Corporation Assessor's Parcel Numbers: 531- 010 -29 -61 531 - 010 -34 -61 531- 010 -35 -31 531- 010 -36 -1, 531- 010 -37 -91 531-010-38-71531-010-39-51531-47-8 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 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: October 14, 2005 RAUL M. ROJAS RCE No. 39880 Expiration December 31, 2005 City Engineer City of Bakersfield SIGNATURE MUST BE NOTARIZED S: \Land Division \Minor Land Div \LLA\2005 \05 -1188 coc.doc Page 1 of 20 Pages CALIFORNIA ALLoPURPOSE ACKNOWLEDGMENT State of California County of KERN On October 14, 2005 Date SS. before me, Lynda R. Skinner, Notary Public , Name and Title of Officer (e.g., "Jane Doe, Notary Public ") personally appeared Raul M. Rojas, Public Works Director , Name(s) of Signer(s) City of Bakersfield LYNDA K. SKINNER CommWlon # 1532 ..,,� Notary Pub1cc - Cutifornio . Kem County Mt Comn. Exams Doc 4, 2 jj personally known to me ❑ 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. WI N SS my hand nd o i seal.e Place Notary Seal Above • Signature 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 Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General -mmearIBIRRM, ❑ Attorney in Fact OF SIGNER 0 Top of thumb here ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Number of Pages: Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER •• of • here / ��✓/✓%✓%✓%✓%✓%✓%✓%✓/✓% �f%✓%✓%✓%✓%✓%✓/✓/✓%✓%✓%✓/✓%✓%✓%✓ % ✓ %� ✓ %� ✓ %� ✓ %� ✓ /� ✓ /� ✓ %� ✓ %� ✓ %� ✓%� +�.+�. +-. +�. +� . +�. + - - - + . +�. +� +�. +�. 0 2004 National Notary • • 9350 De • • Ave., P.O. Box 2402 e Chatsworth, 91313-2402 • 5907 Reorder: Toll-Free EXHIBIT "A" LOT LINE ADJUSTMENT No. 05 -1188 LEGAL DESCRIPTION BEING AN ADJUSTMENT OF PARCELS 1, 4 AND 14 OF PARCEL MAP NO. 110137 AS FILED SEPTEMBER 16, 2004 IN PARCEL MAP BOOK 53 AT PAGES 130 THROUGH 146 AND LOT "B" OF LOT LINE ADJUSTMENT NO. 05 -0427 AS EVIDENCED BY THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED AS DOCUMENT NO. 0205246719, OFFICIAL RECORDS, ALL IN THE OFFICE OF THE KERN COUNTY RECORDER. ALSO BEING PORTIONS OF SECTIONS 17, 181 19 AND 20, TOWNSHIP 29 SOUTH, RANGE 29 EAST, MOUNT DIABLO BASELINE AND MERIDIAN, CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOT "A" COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 18, MARKED BY A 2 INCH IRON PIPE WITH HUB AND TAG L.S. 4383 PER SAID PARCEL MAP NO. 11013; THENCE NORTH 00 028'09" EAST, ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 18, A DISTANCE OF 291.86 FEET TO THE POINT OF BEGINNING; THENCE ALONG THE FOLLOWING ELEVEN (11) COURSES: 1) NORTH 89 034'59" WEST, A DISTANCE OF 634.88 FEET; THENCE 2) NORTH 00 025701" EAST, A DISTANCE OF 137.98 FEET; THENCE 3) NORTH 89 034'59" WEST, A DISTANCE OF 145.00 FEET; THENCE 4) SOUTH 00 02.5101" WEST, A DISTANCE OF 69.73 FEET; THENCE 5) NORTH 61023'04" WEST, A DISTANCE OF 147.57 FEET; THENCE 6) NORTH 89 034159" WEST, A DISTANCE OF 277.74 FEET; THENCE 7) NORTH 00 025'01" EAST, A DISTANCE OF 14.00 FEET; THENCE 8) NORTH 89 034159" WEST, A DISTANCE OF 130.74 FEET TO THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 18; THENCE 9) NORTH 00 029'26 ". EAST, ALONG THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 18, A DISTANCE OF 878.00 FEET TO THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER; THENCE 10) SOUTH 89 034'59" EAST, ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 18, A DISTANCE OF 1318.22 FEET TO THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER; THENCE PAPROJECTS\001 12\LEGALS\001 12LLA05-1188legals.doc 10 -13 -05 BDM Page 3 of 20 EXHIBIT "A" LOT LINE ADJUSTMENT No. 05 -1188 LEGAL DESCRIPTION CONTINUED 11) SOUTH 00 028109" WEST, ALONG THE EAST LINE OF SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 18, A DISTANCE OF 1029.98 FEET TO THE POINT OF BEGINNING. CONTAINING 29.07 ACRES GROSS, MORE OR LESS. LOT "B" BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 19, MARKED BY A 2 INCH IRON PIPE WITH HUB AND TAG L.S. 4383 PER SAID PARCEL MAP NO. 11013; THENCE ALONG THE FOLLOWING FOURTEEN (14) COURSES: 1) SOUTH 00 022'46" WEST, ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 19, A DISTANCE OF 281.18 FEET TO THE NORTHERLY RIGHT - OF -WAY LINE OF STATE ROUTE 178 AS DESCRIBED IN BOOK 4379 AT PAGE 722, 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 4875.00 FEET, FROM WHICH POINT A RADIAL LINE BEARS NORTH 04 021'56" WEST; THENCE 2) WESTERLY ALONG SAID CURVE AND SAID NORTHERLY RIGHT -OF -WAY LINE, THROUGH A CENTRAL ANGLE OF 04 009'03 "1 AN ARC DISTANCE OF 353.17 FEET; THENCE 3) SOUTH 89 047'42" WEST, CONTINUING ALONG SAID NORTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF 966.66 FEET TO A POINT ON THE SOUTHERLY PROLONGATION OF THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 18; THENCE 4) NORTH 00 029126" EAST, ALONG SAID SOUTHERLY PROLONGATION, A DISTANCE OF 306.32 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 18; THENCE 5) NORTH 00 029'26" EAST, ALONG THE WESTERLY LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER, A DISTANCE OF 445.88 FEET; THENCE 6) DEPARTING SAID WESTERLY LINE, SOUTH 89 034359" EAST, A DISTANCE OF 130.74 FEET; THENCE 7) SOUTH 00 02601" WEST, A DISTANCE OF 14.00 FEET; THENCE 8) SOUTH 89 034'59" EAST, A DISTANCE OF 277.74 FEET; THENCE 9) SOUTH 61023)04" EAST, A DISTANCE OF 147.57 FEET; THENCE PA\PROJECTS\ 00112\ LEGALS \00112LLA05- 1188legals.doc 10 -13 -05 BDM Page 4 of 20 EXHIBIT "A" LOT LINE ADJUSTMENT No. 05 -1188 LEGAL DESCRIPTION CONTINUED 10) NORTH 00 °25'01" EAST, A DISTANCE OF 69.73 FEET; THENCE 11) SOUTH 89 034759" EAST, A DISTANCE OF 145.00 FEET; THENCE 12) SOUTH 00 °25'01" WEST, A DISTANCE OF 137.98 FEET; THENCE 13) SOUTH 89 034159" EAST, A DISTANCE OF 634.88 FEET TO THE EASTERLY LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 18; THENCE 14) SOUTH 00 028'09" WEST, ALONG SAID EASTERLY LINE, A DISTANCE OF 291.86 FEET TO THE POINT OF BEGINNING. CONTAINING 20.02 ACRES GROSS, MORE OR LESS. LOT "C" BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 17, MARKED BY A 2 INCH IRON PIPE WITH HUB AND TAG L.S. 4383 PER SAID PARCEL MAP NO. 11013; THENCE ALONG THE FOLLOWING TWELVE (12) COURSES: 1) NORTH 00 028'09" EAST, ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 17, A DISTANCE OF 1321.84 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 17, SAID POINT ALSO BEING THE SOUTHWEST CORNER OF LOT "A" OF SAID LOT LINE ADJUSTMENT No. 05 -0427; THENCE 2) SOUTH 89 031151 " EAST, ALONG THE SOUTHERLY LINE OF SAID LOT "A ", A DISTANCE OF 460.09 FEET TO THE BEGINNING OF A CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 2000.00 FEET; THENCE 3) EASTERLY, ALONG SAID CURVE AND CONTINUING ALONG THE SOUTHERLY LINE OF SAID LOT "A ", THROUGH A CENTRAL ANGLE OF 21032'48"1 AN ARC DISTANCE OF 752.12 FEET; THENCE 4) NORTH 68 055'21 " EAST, CONTINUING ALONG SAID SOUTHERLY LINE, A DISTANCE OF 34.37 FEET TO THE WESTERLY LINE OF PARCEL 5 OF SAID PARCEL MAP NO. 11013; THENCE P:\ PROJECTS\ 00112\ LEGALS \00112LLA05- 1188legals.doc 10 -13 -05 BDM Page 5 of 20 EXHIBIT «Q" LOT LINE ADJUSTMENT No. 05 -1188 LEGAL DESCRIPTION CONTINUED 5) SOUTH 22 016'48" EAST, ALONG THE SAID WESTERLY LINE, A DISTANCE OF 0.44 FEET TO THE SOUTHWEST CORNER OF SAID PARCEL 5, SAID POINT ALSO BEING THE BEGINNING OF A NON - TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 2000.00 FEET, FROM WHICH POINT A RADIAL LINE BEARS SOUTH 22 016'48" EAST; THENCE 6) EASTERLY ALONG SAID CURVE AND ALONG THE SOUTHERLY LINE OF SAID PARCEL 5, THROUGH A CENTRAL ANGLE OF 01012'09"7 AN ARC DISTANCE OF 41.98 FEET; THENCE 7) NORTH 68 °55'21" EAST, CONTINUING ALONG SAID SOUTHERLY LINE, A DISTANCE OF 47.24 FEET; THENCE 8) DEPARTING SAID SOUTHERLY LINE, SOUTH 21004)39" EAST, A DISTANCE OF 639.00 FEET; THENCE 9) SOUTH 68 055'21" WEST, A DISTANCE OF 539.36 FEET; THENCE 10) SOUTH 37 026'50" EAST, A DISTANCE OF 778.51 FEET TO BEGINNING OF A NON - TANGENT CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 4875.00 FEET, FROM WHICH POINT A RADIAL .LI N E BEARS NORTH 22052'15" WEST, SAID POINT ALSO BEING ON THE NORTHERLY RIGHT -OF -WAY LINE OF SAID STATE ROUTE 178 AS DESCRIBED IN BOOK 4380 AT PAGE 777 AND BOOK 4238 AT PAGES 589, 593 AND 601, ALL OFFICIAL RECORDS, IN THE OFFICE OF THE KERN COUNTY RECORDER; THENCE 11) WESTERLY ALONG SAID CURVE AND SAID NORTHERLY RIGHT -OF -WAY LINE, THROUGH A CENTRAL ANGLE OF 18 030'19 "7 AN ARC DISTANCE OF 1574.52 FEET TO THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 20; THENCE 12) NORTH 00 022'46" EAST, ALONG SAID WEST LINE, A DISTANCE OF 281.18 FEET TO THE POINT OF BEGINNING. CONTAINING 47.25 ACRES GROSS, MORE OR LESS. PAPROJECTS\001 12\LEGALS\001 12LLA05-1188legals.doc 10 -13 -05 BDM Page 6 of 20 EXHIBIT "A" LOT LINE ADJUSTMENT No. 05 -1188 LEGAL DESCRIPTION CONTINUED IX9 COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 17, MARKED BY A 2 INCH IRON PIPE WITH HUB AND TAG L.S. 4383 PER SAID PARCEL MAP NO. 11013; THENCE NORTH 00 028'09" EAST, ALONG THE WEST LINE OF THE SOUTHWEST QUARTER, OF THE SOUTHWEST QUARTER OF SAID SECTION 17, A DISTANCE OF 1321.84 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 17, SAID POINT ALSO BEING THE SOUTHWEST CORNER OF LOT "A" OF SAID LOT LINE ADJUSTMENT No. 05 -0427; THENCE SOUTH 89 031'51" EAST, ALONG THE SOUTHERLY LINE OF SAID LOT "A ", A DISTANCE OF 460.09 FEET TO THE BEGINNING OF A CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 2000.00 FEET; THENCE EASTERLY, ALONG SAID CURVE AND CONTINUING ALONG THE SOUTHERLY LINE OF SAID LOT "A ", THROUGH A CENTRAL ANGLE OF 21032'48)11 AN ARC DISTANCE OF 752.12 FEET; THENCE NORTH 68 °55'21" EAST, CONTINUING ALONG THE SOUTHERLY LINE OF SAID LOT "A ", A DISTANCE OF 34.37 FEET TO THE WESTERLY LINE OF PARCEL 5 OF SAID PARCEL MAP NO. 11013; THENCE SOUTH 22 016'48" EAST, ALONG THE SAID WESTERLY LINE, A DISTANCE OF 0.44 FEET TO THE SOUTHWEST CORNER OF SAID PARCEL 5, SAID POINT BEING THE BEGINNING OF A NON - TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 2000.00 FEET, FROM WHICH POINT A RADIAL LINE BEARS SOUTH 22016'48" EAST; THENCE EASTERLY ALONG SAID CURVE AND ALONG THE SOUTHERLY LINE OF SAID PARCEL 5, THROUGH A CENTRAL ANGLE OF 01012'09"7 AN ARC DISTANCE OF 41.98 FEET; THENCE NORTH 68 05521" EAST, CONTINUING ALONG THE SOUTHERLY LINE OF SAID PARCEL 5, A DISTANCE OF 47.24 FEET TO THE POINT OF BEGINNING; THENCE ALONG THE FOLLOWING SEVENTEEN (17) COURSES: 1) CONTINUING NORTH 68 05621" EAST, ALONG THE SOUTHERLY LINE OF SAID PARCEL 5, A DISTANCE OF 354.20 FEET TO THE BEGINNING OF A CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 2000.00 FEET; THENCE 2) NORTHEASTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID SOUTHERLY LINE OF SAID PARCEL 5, THROUGH A CENTRAL ANGLE OF 32 035'11 ", AN ARC DISTANCE OF 1137.48 FEET TO THE SOUTHWEST CORNER OF LOT "C" OF SAID LOT LINE ADJUSTMENT NO. 05 -0427; THENCE 3) SOUTH 53 039750" EAST, ALONG THE SOUTHERLY LINE OF LOT "C ", A DISTANCE OF 45.00 FEET TO AN ANGLE POINT IN SAID SOUTHERLY LINE; THENCE 4) SOUTH 08 02312" EAST, CONTINUING ALONG THE SOUTHERLY LINE OF LOT "C ", A DISTANCE OF 28.15 FEET TO AN ANGLE POINT IN SAID SOUTHERLY LINE; THENCE P:\ PROJECTS\ 00112\ LEGALS \00112LLA05- 1188legals.doc 10 -13 -05 BDM Page 7 of 20 EXHIBIT "A" LOT LINE ADJUSTMENT No. 05 -1188 LEGAL DESCRIPTION CONTINUED 5) SOUTH 53 006'33" EAST, CONTINUING ALONG THE SOUTHERLY LINE OF LOT "C ", A DISTANCE OF 591.19 FEET TO THE SOUTHEASTERLY CORNER OF SAID LOT "C", SAID POINT ALSO BEING THE BEGINNING OF A NON - TANGENT CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 2515.00 FEET, FROM WHICH POINT A RADIAL LINE BEARS NORTH 51058'48" WEST; THENCE 6) NORTHEASTERLY ALONG SAID CURVE AND THE EASTERLY LINE OF SAID LOT "C ", THROUGH A CENTRAL ANGLE OF 07 046'49 ", AN ARC DISTANCE OF 341.52 FEET TO THE SOUTHWEST CORNER OF LOT "D" OF SAID LOT LINE ADJUSTMENT NO. 05 -0427, THENCE 7) SOUTH 60 021133" EAST, ALONG THE SOUTHERLY LINE OF SAID LOT "D ", A DISTANCE OF 288.06 FEET TO AN ANGLE POINT IN SAID SOUTHERLY LINE; THENCE 8) SOUTH 6103914" EAST, CONTINUING ALONG THE SOUTHERLY LINE OF SAID LOT "D ", A DISTANCE OF 50.39 FEET TO AN ANGLE POINT IN SAID SOUTHERLY LINE; THENCE 9) SOUTH 68 02532" EAST, CONTINUING ALONG THE SOUTHERLY LINE OF SAID LOT "D", A DISTANCE OF 75.52 FEET TO AN ANGLE POINT IN SAID SOUTHERLY LINE; THENCE 10) SOUTH 65 024'46" EAST, CONTINUING ALONG THE SOUTHERLY LINE OF SAID LOT "D ", A DISTANCE OF 364.15 FEET TO THE NORTHERLY RIGHT -OF -WAY LINE OF THAT CERTAIN SPECIFIC PLAN ALIGNMENT FOR STATE ROUTE 178 PER RESOLUTION NO. 83 -95 AS ADOPTED ON MAY 171 1995 BY THE CITY OF BAKERSFIELD; THENCE 11) SOUTH 49 °26'34" WEST, ALONG SAID NORTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF 1493.74 FEET TO THE BEGINNING OF A CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 4895.00 FEET; THENCE 12) SOUTHWESTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID NORTHERLY RIGHT -OF -WAY LINE, THROUGH A CENTRAL ANGLE OF 14 011'24 "1 AN ARC DISTANCE OF 1212.31 FEET TO A POINT ON THE NORTHERLY RIGHT - OF -WAY LINE OF STATE ROUTE 178 AS DESCRIBED IN BOOK 4380 AT PAGE 777 OF SAID OFFICIAL RECORDS; THENCE 13) NORTH 40 °05'21" WEST, ALONG SAID NORTHERLY RIGHT -OF -WAY LINE, A DISTANCE OF 20.45 FEET TO THE BEGINNING OF A NON - TANGENT CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 4875.00 FEET, FROM WHICH POINT A RADIAL LINE BEARS NORTH 26 018'50" WEST; THENCE P:\PROJECTS\ 00112\ LEGALS \00112LLA05- 1188legals.doc 10 -13 -05 BDM Page 8 of 20 EXHIBIT "A" LOT LINE ADJUSTMENT No. 05 -1188 LEGAL DESCRIPTION CONTINUED 14) SOUTHWESTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID NORTHERLY RIGHT -OF -WAY LINE, THROUGH A CENTRAL ANGLE OF 03 026'35 "7 AN ARC DISTANCE OF 292.95 FEET; THENCE 15) DEPARTING SAID RIGHT -OF -WAY LINE, NORTH 37 026'50" WEST, A DISTANCE OF 778.51 FEET; THENCE 16) NORTH 68 055'21" EAST, A DISTANCE OF 539.36 FEET; THENCE 17) NORTH 21004)19" WEST, A DISTANCE OF 639.00 FEET TO THE POINT OF BEGINNING. CONTAINING 67.17 ACRES GROSS, MORE OR LESS. kEXPIQ: F� I °y Io -t3 -os McINTOSH & ASSOCIATES 2001 Wheelan Court Bakersfield, CA 93309 (661) 834-48-14 PAPROJECTS\ 00112\ LEGALS \00112LLA05- 11881egals.doc 10 -13 -05 BDM Page 9 of 20 all, EXHIBIT 77B77 LOT LINE ADJUSTMENT NO. 05 -1188 BEING AN ADJUSTMENT OF PARCELS 1, 4 AND 14 OF PARCEL MAP N0. 11013 FILED SEPTEMBER 16, 2004 IN PARCEL MAP BOOK 53 AT PAGES 130 -146 AND LOT "B" OF LOT LINE ADJUSTMENT 05 -0427 AS EVIDENCED BY THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED SEPTEMBER 9, 2005 AS DOCUMENT N0. 0205246719, OFFICAL RECORDS, IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING PORTIONS OF SECTIONS 17, 18, 19 AND 20, TOWNSHIP 29 SOUTH, RANGE 29 EAST, M.D.B. & M CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA I Lu I I QIQ i — — _ PALADINO ORI VE SEC. 17 PROJECT T.29 S., R.29 E. SITE �P, DRIVE Z— S QTY h COUNTY �tiG' �• SEC. 20 �g5•' ( T.29 S., R.29 E. t3 mlu wcnq= bff" NO SCALE ABBREVIATIONS AC ACRES CENTERLINE CONC. CONCRETE L.H. LAMP HOLE K.C.S. KERN COUNTY SURVEYOR BK. BOOK PG. PAGE O.R. OFFICIAL RECORDS P.M. PARCEL MAP R/W RIGHT —OF —WAY WATER: EXISTING WAIVER OF SEWER: DIRECT ACCESS PROJECT INFORMATION PROPERTY OWNERS A.P.N. 's: 531- 010 -29 -6 MOUNTAIN VIEW BRAVO L.L.C. 531 - 010 -34 -6 AND S & J ALFALAFA 531- 010 -35 -3 c/o SKY COMPANIES 531- 010 -36 -1 1401 19TH STREET, SUITE 130 531- 010 -37 -9 BAKERSFIELD, CA 93301 PHONE (661) 395 -1145 531- 010 -38 -7 CONTACT — VAN ROBERTS 531- 010 -39 -5 531 - 010 -47 -8 ZONING: R -1 & C2 2010 PLAN DES: LR & GC WATER: CALIFORNIA WATER SERVICE CO. SEWER: CITY OF BAKERSFIELD GAS: PACIFIC GAS & ELECTRIC CO. ELECTRIC: PACIFIC GAS & ELECTRIC CO. TELEPHONE: SBC CABLE: BRIGHT HOUSE NETWORKS EXIST. USE: VACANT PROP. USE: SINGLE — FAMILY RESIDENTIAL AND COMMERCIAL ACRES: 225.60 BASIS OF BEARINGS THE BEARING OF N89'28'51 "W FOR THE NORTH LINE OF SECTION 20, T.29S., R.29E., PER FILED MAP 7 -1, BOOK 4, PAGE 115 WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ALL DISTANCES ARE GROUND DISTANCES. ENGINEER/SURVEYOR McINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CALIF. 93309 PHONE (661) 834 -4814 ATTN: ROGER McINTOSH p LAND SSE S(/RL Mgp���qA No. 5798 � Exp. 6 -30 -06 �9TF �F UAL NF�� b ir7 LEGEND, Do MONUMENT AS DESCRIBED ■ 2" IRON PIPE W /HUB PER P.M. 11013 P.M. BOOK 53, PAGES 130 -146 • 1/2" REBAR W /TAG PER P.M. 11013 P.M. BOOK 53, PAGES 130 -146 ® 2" IRON PIPE W /TAG PER P.M. 11013 P.M. BOOK 53, PAGES 130 -146 EASEMENT LEGEND, O 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH TELEPHONE CABLE EASEMENT PER BK. 53841 PG. 1-067 O.R. O 50' WIDE MOJAVE PIPELINE AND KERN RIVER GAS TRANSMISSION COMPANY, GAS PIPELINE EASEMENT PER BK. 6478, PG. 161 O.R. 3U CITY OF BAKERSFIELD SEWER LINE EASEMENT PER BK. 6977, PG. 1320 O.R. O CITY OF BAKERSFIELD SEWER LINE EASEMENT PER BK. 6977, PG. 1337 O.R. U5 COVENANT DISCLOSING PROXIMITY TO MOJAVE PIPELINE AND KERN RIVER GAS TRANSMISSION COMPANY, GAS PIPELINE. DOCUMENT NO. 0204225171, O.R. © NON— BUILDABLE EASEMENT BY SEPARATE COVENANT, DOCUMENT NO. 02042251729 O.R. O TEMPORARY ACCESS EASEMENT TO INDYMAC BANK F.S.B. PER DOCUMENT NO. 0203260499, O.R. ® TEMPORARY FLOWAGE AND DRAINAGE EASEMENT TO THE CITY OF BAKERSFIELD PER DOCUMENT NO. 0205149295, O.R. O STREET RIGHT —OF —WAY DEDICATION TO THE CITY OF BAKERSFIELD PER DOCUMENT NO. 0205149297, O.R. 10 TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER DOCUMENT NO. 0205216011, O.R. 11 AN EASEMENT IN FAVOR OF CHEVRON U.S.A., INC. PER DOCUMENT NO. 0196165220, O.R., THE LOCATION OF WHICH IS NOT ASCERTAINABLE FROM RECORD. 12 AN EASEMENT IN FAVOR OF POWER TRANSIT AND LIGHT COMPANY PER BOOK 361 OF DEEDS AT PAGE 136, THE LOCATION OF WHICH IS NOT ASCERTAINABLE FROM RECORD AND ALL OF SECTION 17, T.29S., R.29E. PAGE 10 OF 20 PAGES EXISTING EXHIBIT B LOT LINE ADJUSTMENT NO. 05 -1188 V , N `s4 ° cn wf- - ,a'ol � ;v �� ZNtn IN ° 28.26 AC ��tnI o ° O w_ c` z c° 7-1 z P.M. NO. 11013 I z �- ,- P.M. BK. 53, PGS. 130 -146 u I w W STREET DEDICATION TO I I ui CITY OF BAKERSFIELD �---J PER P.M. 11013 45 uj S.W. CORNER S.E. 1/4, S.E. 1/4 (TO BE ABANDONED) I I� SECTION 18, T.29S., R.29E. SOUTH LINE OF S.E. 1/4, S.E. 2" I.P. TAGGED L.S. 4383 S.W. 1 1/4 IRON PIPE, MKD. 1/4, SECTION 18, T.29S., R.29E. I I co L.S. 4404 FLUSH PER NORTH LINE OF N.E. 1/4, N.E. COR. SEC. 17, T.29S., R.29E., PER P.M. NO. 11013 1/4, SECTION 19, T.29S., R.29E. PER P.M. NO. 11013 MAP BOOK , 1 4 P.M. BK. 53, PAGES 130 -146 53, PAGES 130 -146 I I S89'40'1 7 "E 1318.72' == --- - - - - -- ------------------ ---- -- - -- w N SO'22'46 "W 281.18' II 0 3 N EAST LINE NE %4 ° `" SEC. 19 29/29 ' I �� � 0 6 c� Q Iv Q ° °`�' z 2 0 I SEE DETAIL "A" ° _ _ _ _ _ ON PAGE 15 II . . . ... . . . . . . . . . . _ . . . . . . r --------- -- - - -- __ - - -- - _I - __ _____._-_ - -- N89'4742E -- - - - - -- 966.66 A= 04'10'15" I 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH R= 4875.00' L- 354.87' 11 15 TELEPHONE CABLE EASEMENT PER BK. 5384, �, - PG. 1067 O.R. - - T= 177.51 ------- - - - 3 EXIST, STATE ROUTE 178 ^ , NON ACCESS RIGHTS TO Q I + $x. 43 -19, PAM 722 a.R. ADJOINING FREEWAY PER BK. 4379, PG. 722, O.R. [13] SOUTHERLY R/W LINE _ r D REj\/JAJJNDr.R I P.M. NO. 11013 P.M. BK. 53, PGS. 130 -146 SEE PAGE 15 FOR CURVE TABLE AND RADIAL LINE TABLE PAGE 11 OF 20 PAGES I I 160 i S89 °34'59 "E 1318.22' w : '. - - --------- L20' - --- -- N.E. CORNER OF PARCEL 1 I I WIDE CITY OF BAKERSFIELD I- SEWER LINE EASEMENT PER BK. I 70' —'CL; ` 6973, PG. 1457 O.R. co I -- _o _ 10 200 100 0 200 400 Q6 00 U- 01) I 0 f__ N W �- N EASTERLY LINE C`4 r I < OF PARCEL 1 I I 4 f- o 00 °° uj I zw v O I UJ 0 PARCEL 1 00 C) z I o R/W DEDICATION PER °zl I v 22.61 A C DOCUMENT NO. I I I"' o 00 0205247972, O.R. 0 o LLB P.M. NO. 11013 I w i z L I `�I"",Q » SCALE: 1 = 200 P.M. BK: 53, PGS. 130 -146 10 WIDE CITY OF BAKERSFIELD I z I ILO ¢_ SEWER LINE EASEMENT PER BK. d- d-�n -' - ACL 0 w =1 '11' A 52 59 6973, PG. 1457 O.R. I ry N Iz N N o ,.r, I R=50.00' I °z L� Lo Ln C) Q I L 132.82' I I ,� Lo v ��� .• i m C T= 202.04' N12 044 " ,, : LLB = J S614233 E Rq , - 15 E RAD. S89'31'38 "E 1089.57' 0 N00 °28'22 "E - doll » S00 28 22 W� I RAD RAD. I C I �` LLi .� r,� uj A= 6 2'10' 55" CD R=25.00' z o I I Io, ,� Q6 LL; N _ L -27.13 v rn I I ° f T -15 n 8' w N U' ' `v V , N `s4 ° cn wf- - ,a'ol � ;v �� ZNtn IN ° 28.26 AC ��tnI o ° O w_ c` z c° 7-1 z P.M. NO. 11013 I z �- ,- P.M. BK. 53, PGS. 130 -146 u I w W STREET DEDICATION TO I I ui CITY OF BAKERSFIELD �---J PER P.M. 11013 45 uj S.W. CORNER S.E. 1/4, S.E. 1/4 (TO BE ABANDONED) I I� SECTION 18, T.29S., R.29E. SOUTH LINE OF S.E. 1/4, S.E. 2" I.P. TAGGED L.S. 4383 S.W. 1 1/4 IRON PIPE, MKD. 1/4, SECTION 18, T.29S., R.29E. I I co L.S. 4404 FLUSH PER NORTH LINE OF N.E. 1/4, N.E. COR. SEC. 17, T.29S., R.29E., PER P.M. NO. 11013 1/4, SECTION 19, T.29S., R.29E. PER P.M. NO. 11013 MAP BOOK , 1 4 P.M. BK. 53, PAGES 130 -146 53, PAGES 130 -146 I I S89'40'1 7 "E 1318.72' == --- - - - - -- ------------------ ---- -- - -- w N SO'22'46 "W 281.18' II 0 3 N EAST LINE NE %4 ° `" SEC. 19 29/29 ' I �� � 0 6 c� Q Iv Q ° °`�' z 2 0 I SEE DETAIL "A" ° _ _ _ _ _ ON PAGE 15 II . . . ... . . . . . . . . . . _ . . . . . . r --------- -- - - -- __ - - -- - _I - __ _____._-_ - -- N89'4742E -- - - - - -- 966.66 A= 04'10'15" I 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH R= 4875.00' L- 354.87' 11 15 TELEPHONE CABLE EASEMENT PER BK. 5384, �, - PG. 1067 O.R. - - T= 177.51 ------- - - - 3 EXIST, STATE ROUTE 178 ^ , NON ACCESS RIGHTS TO Q I + $x. 43 -19, PAM 722 a.R. ADJOINING FREEWAY PER BK. 4379, PG. 722, O.R. [13] SOUTHERLY R/W LINE _ r D REj\/JAJJNDr.R I P.M. NO. 11013 P.M. BK. 53, PGS. 130 -146 SEE PAGE 15 FOR CURVE TABLE AND RADIAL LINE TABLE PAGE 11 OF 20 PAGES E XISTINC3 EXHIBIT B � LOT LINE ADJUSTMENT NO. 05 -1188 J 0...' 0 1101 x,146 LOT A fpMNpGS13 C13 52 I 34.37 N6a5 I LLA NO. 05 -0427, PER S68 °55'21 "W I CERTIFICATE OF COMPLIANCE 160 DOCUMENT NO. 0205246719 O.R. WEST LINE OF S.W. 1/4 RECORDED SEPTEMBER 09, 2005 SEC. 17, T.29S., R.29E. j R AD S00 28 09 W •I� `� S89'31'51 "E 460.09' .,- - % / „ „ R2 'v�_ _ / / SEE DETAIL B CITY HILLS - ON PAGE 15 10 S89 31 51 E S89 53 20 E C14 \ 1 70 115.00 _ 245.09 CN R/W DEDICATION PER 001 '1' N 4 42.43' N� �. 5 28 09 E DOCUMENT N0. ° X10 Quo F 00 o ° ♦� 5g �E\.1 o 0 � I 0 0205216010, O.R. �j Sig I •oNO APO N� GOB, QG• ��OS. \ ° 20 WIDE CITY OF R/W DEDICATION PER r 0a0 ' I I I �c w BAKERSFIELD gQ�T• GOR DOCUMENT NO. of ooZN SEWER LINE PA 0205072156, O.R. . R. Co `q: EASEMENT PER Q N1 s, r °01 I o N BK. 6977, PG. LOT zl I z 1337 O.R. / �, ,L� / >. 85.15 AC Wi I R/W DEDICATION PER-. o 1p, LLA NO. 05 -0427, PER �w DOCUMENT NO.,,-----' / �o � �°,, CERTIFICATE OF COMPLIANCE W 1 I �Iw 0205247972, O.R. oo 9605'/ STREET DEDICATION TO 4' DOCUMENT NO. 0205246719 O.R;1� r�iw ,ti , ' CITY OF BAKERSFIELD ( RECORDED SEPTEMBER 09, 2005 PG � NV / PER P.M. 11013 F�O�QER IQ IN � • r / (TO BE ABANDONED) zlo � � �/� .�� •,�� °. /•� �h CHEVRON TEXACO 10 RADIUS NON- BUILDING C \� 0 pRP gyp. 0 � cow' � `v / EXPLORATION & PN N� co ��1, o,• SETBACK PER DOCUMENTS. MME G,`�/ /d PRODUCTION CO. WELL " NO. 02042251701 O.R. OOG "ABANDONED i C3 / r No. 2 - 10 NO. 0196165220, O.R. 59`� ACCESS EASEMENT PER j C / 6 DOC. NO. 0196165220, O.R. F9 PA uj I I ,s , ; qp III (b� 27.50 AC uj 1 I 0 P.M. NO. 11013 w co�: �,`i P.M. BK. 53, PGS. 130 -146 ,o N I to 9� 0) C) I _ P.M. NO. 11013 C' ur I °N° o F • �Q °o o SOUTHEAST CORNER PARCEL 14 ?' P.M. N0. 11013 PARCEL MAP NO. 11013 MAP � \ s. III � 2" I.P. TAGGED L.S. 4383 130-146 � 45) BOOK 53 PAGES J Lul I S' FOR S.W. CORNER SEC. 171 1 a, T.29.S, R.29.E, PER P.M. NON ACCESS RIGHTS TO ADJOINING I� 4 col 1 11013 P.M. BK. 53, PGS. FREEWAY PER BK. 4380 PG. 777 O.R. 1 130 -146 II 1cv 20 WIDE CITY OF BAKERSFIELD 30 WIDE SOUTHERN CALIFORNIA EDISON Iv SEWER LINE EASEMENT PER BK. COMPANY TRANSMISSION EASEMENT PER 6977, PG. 1337 O.R. BK. 332, PG. 483 OF DEEDS. 10' WIDE CITY OF BAKERSFIELD "� �' �j°j N89#28'51 W SEWER LINE EASEMENT PER BK. � ' I (BASIS OF BEARINGS) 00 6977, PG. 1 X20 O.R. , SOUTH LINE SECTION 17, T.29S., R.29E. _ - Ap;jQIN�� ' _152•$0 N R1vER �� . 411' P p� ANl D \PR E A •-�N BCREN ? / \P _ 487 5.pp Mo p�vE COMP AN G 16� 4� �� of * N P lr\ I _ �„ 11-1 p_18 29 0 EMENT GPS ENS PE 580, G wow ... _ U11- OAB�'E EAS N1 �ASEM �� 1�a 4 / NCNB TE COVEN A - '� Q` O •R • SEE DETAIL » A" gY SEP ARA 225172 O.R; •�� a (0 , NC 0204 _----� $�'► � ON SHEET 15 DOC. Ii wo�H =.17 !B my 200 100 0 200 400 SEE PAGE 15 FOR CURVE TABLE AND RADIAL LINE TABLE SCALE: 1 " = 200' PAGE 12 OF 20 PAGES E XISTING EXHIBIT B � LOT LINE ADJUSTMENT NO. 05 -1188 100.4 J\1� . N� X30 00- Q� y�. PAS. / o lb v i � Q � �b Fti� q os\ s9� CO- 0�' k li 0000l D' 5 N68 \ Poi SAM �• co C3 200 100 0 200 400 Q ENO N � r STREET DEDICATION PER SCALE: 1" = 200' DOCUMENT N0. LOT B 02050721561 O.R. 85.15 A Lu W LLA NO. 05 -0427, PER CERTIFICATE OF COMPLIANCE W \® NON ACCESS RIGHTS DOCUMENT NO. 0205246719 O.R. TO ADJOINING FREEWAY RECORDED SEPTEMBER 09, 2005 �� Cl) PER BK. 4380, PG. 777 O.R. N 2 6 18_50 W ��G•0 �� 6'�� RAD ui ui �a DETAIL C 0� SCALE: 1 " 40' 'OP 6' �� rlool R L 2 \�'�• !� �..., c�5 ���• G �� \.\� 0 / P.M. N0. 11013 .� 0 1 - QA� P.M. BK. 53, PGS. 130 146 \ Q 50 WIDE MOJAVE PIPELINE AND KERN RIVER / GAS TRANSMISSION COMPANY GAS PIPELINE EASEMENT PER BK. 6478 PG. 161 0. R. .— eve 3F WIDE SOUTHERN CALIFORNIA EDISON Ln COM P A N `C LR AN S.M LSLQI- E.A.SE -I F-N T-P-F-R— — _ — — ----: -- __ - - -` BK. 332, PG. OF DEEDS_ - - -- �g rA7� ITMTE� 17 8 _- -- 20' WIDE CITY OF BAKERSFIELD — _ �K_43U, PG, 774 O.R. _ — i _$E -79 ENT PER BK. SEE PAGE 15 FOR CURVE TABLE 6977, PG. 1337 O.R. AND RADIAL LINE TABLE 'STATE OF CALIFORNIA -FWY. RIGHT —OF —WAY PER BK. 4380, PG. 777 O.R. PAGE 13 OF 20 PAGES EX- ISTINC3 EXHIBIT B � LOT LINE ADJUSTMENT NO. 05 -1188 i STREE /�► CITY c PER F LO" LLA NC � CERTIFICA DOCUMENT LOT "B" 85.15 AC LLA N0. 05 -0427, PER CERTIFICATE OF COMPLIANCE DOCUMENT N0. 0205246719 O.R. RECORDED SEPTEMBER 09, 2005 07 " !7" LLA NO. 05 -0427, PER CERTIFICATE OF COMPLIANCE DOCUMENT NO. 0205246719 O.R. RECORDED SEPTEMBER 09, 2005 p0�� �. BPS 0 0� • ��G° S60, X88 r 3�3' PQ 200 100 0 200 400 SCALE: 1 " = 200' SEE PAGE 15 FOR CURVE TABLE AND RADIAL LINE TABLE 50.39' S61'39'14 "E S68 °25'32 "E 75.52' 6S� 4' 46 �� 65.82' PAGE 14 OF 20 PAGESI EXISTING EXHIBIT �B" LOT LINE ADJUSTMENT NO. 05 -1188 2" I.P. TAGGED L.S. 4383 FOR N.E. CORNER SEC. 19, T.29.S, R.29.E, PER P.M. 11013 P.M. BK. 53, PGS. 130 -146 0) •.J 1Lu _� rA me N O CD f .� PAR 14 LENGTH P.M. NO 11013 0� w CN Cl BK. 53, PGS. 130 -146 W N �,. V P.M. N 1 0 11 0 3 Cl z d- I BK. 53, PGS. 130 -146 109.92' �. 00 N C2 2000.00' 60.00' V) w N z LO 01 °43'08" SW CORNER 6 530.00' uj "E I C16: PARCEL 14 � 14 °03'45" SO_4'21'56 - I p -- -15-15'45" 72.73' 4875' RAD -\ 07'51'45" L= 1298.61' 530.00' 57.35' 28.70' 06°11'59" PARCEL 5 ° , A= 04101 / ...p= 18'29'07, -' o �= 1572.80 `J6 P.M. NO 11013 _... --- : L=354.87' 2000.00' s BK. 53, PGS. 130 -146 1 LOT A (,o 00 ¢ I d-1 o Icy N Q LLA N0. 05 -0427, PER Ln I� CERTIFICATE OF COMPLIANCE C8 C3 Lo CN N N C) N �� -r-, I O DOCUMENT NO. 0205246719 O.R. 6, � RECORDED SEPTEMBER 9, 2005 's o �° ppRNER ' QJ SW 5 C) 2515.00' ° Q RG�L 07°46'49" C10 Z eo z 609.27' DETAIL A SCALE: NONE x 4875.00' °552 146.52' 03'26'35" L\ 2000.00' 752.12' 380.56' CURVE TABLE (EXISTING) CURVE RADIUS LENGTH TANGENT DELTA Cl 470.00' 215.96' 109.92' 26 °19'38" C2 2000.00' 60.00' 30.00' 01 °43'08" C3 530.00' 130.08' 65.37' 14 °03'45" C4 530.00' 72.73' 36.42' 07'51'45" C5 530.00' 57.35' 28.70' 06°11'59" C6 2000.00' 1137.48' 584.59' 32 °35'11" C7 2000.00' 761.98' 385.67' 21'49'45" C8 2000.00' 375.51' 188.31' 10 °45'27" C9 2515.00' 341.52' 171.02' 07°46'49" C10 4895.00' 1212.31' 609.27' 14'11'24" C11 4875.00' 292.95' 146.52' 03'26'35" C12 2000.00' 752.12' 380.56' 21'32'48" C13 2000.00' 41.97' 20.99' 01 °12'09" C14 2050.00' 404.05' 202.68' 11 °17'34" C15 2045.00' 365.24' 183.11' 10 °1359" C16 4875.00' 1.70' 0.85' 00'01'12" RADIAL TABLE (EXIST.) RADIAL BEARING R1 N18 °56'14 "E R2 N00 406'36 "E R3 S11 °10'58 "E R4 N10'50'40 "W R5 S21 °04'39 "E S.W. CORNER LOT 8 OF PARCEL 5 LLA NO. 05 -0427, PER CERTIFICATE OF COMPLIANCE DOCUMENT NO. 0205246719 O.R. RECORDED SEPTEMBER 9, 2005 DETAIL "6" SCALE: NONE J �NE Qcis- 000, it /RO p0�p� pON�O PgPN o • Q °25 53 , �• � ,12 p %0 ppo •�0 X3 � p1g6 65 ? ?- 06 , 1, �' 6 1 o � D rl� oAN app. 7 6a °5 5 2 ��$ \ N 1p �M�N 2��6 p , p R � �� 0 1 o)3 \ °� Np ' p�961 G \-ot LOT "B" S� LLA NO. 05 -0427, i ' CERTIFICATE OF COMPLIANCE DOCUMENT NO. 0205246719 O.R. DETAIL "E" SCALE: NONE PAGE 15 OF 20 PAGES 4 3 � 7 LOT LINE A J STMENT NO. 05� 1188 ° ' GL EN ALAN & � r r Kr NT SMITH � W.A. THOMPSON INC. BK 6825, PO 9 466 O.R. BK 59961 PG 0490 D.R. Sc Y`ss S8 9'34' 59 "E 1318.22' _...--- - - -S89 °34'59 "E -- - - - --- 1263.22' ------- - - - - -- . �I NORTHWEST CORNER I I_10 NORTHEAST CORNER SE 1/4, SE 1/4, SEC. 18 SE SE %4 SEC. 18 I I 170' -1 " 20 WIDE CITY OF BAKERSFIELD '/4 PER BK. R W DEDICATION PER SEWER LINE EASEMENT E � 6973, PG. 1457 O.R. S PARATE INSTRUMENT I loo 00 rn o N p 00 '4�0) . N N W W 1- vi N W 00 w N z0 O z ww z 3�:cn W 1A cfl N 00 N 00 O � O z w SCALE: 1 to = 200' L5 d; N89'34'59 "W 277.74' S89 34'59 "E 277.74' w NQ �N N ON O `n z� MGM E- 10 0- m m =7�7_ 7 1 I I o Lu 20' WIDE CITY OF I 4 l a' O c� BAKERSFIELD SEWER I z LINE EASEMENT PER I N BK, 6977, PG. 1337 I N 00 L2 O.R. CO I w 00 .- Oz, z mI to CN ;LOd" l ap NI N N O � I I z -. R/W DEDICATION PER N61'23'04 "W DOCUMENT N0. � LOT AAA °205247972, O.R. �� , , � 29.07 AC GROSS 10' WIDE CITY OF BAKERSFIELD � � �``'_ T SEWER LINE EASEMENT PER BK. F- C) 27.77 AC NET 6973, PG. 1457 O.R. � i I Igo L1 w L3 J L10 3w o0 0 Cnw L8 M �N D LOT 'B" N "IF 20.02 AC GROSS F 19.30 AC NET S.W. CORNER S.E. 1/4, S.E. 1/4 SECTION 18, T.29S., R.29E. 1 1/4 It IRON PIPE MKD. L.S. 4404 "FLUSH" PER PER P.M. NO. 11013 P.M. BK. 53, PAGES 130 -146 S89 °40' 17 "E 15 z i I ICI l °z J LIJ �_ z z l I ci Q � -� ( I /\ w cn i �— I N N'zz cr_ CO / n O I V I co Z C:> �I I U) N I I N (�-�' Cfl R W DEDICATION PER F- ( i ° IJo ~ S�PARATE INSTRUMENT w u- `f' I z 10 � _► POINT OF BEGINNING I '- `-' w cn w LOT "A" I I o �„ _ N89'34'59 "W 634.88 00 / N89 °34'59 "W 579.88' I °o�' W _ S89'�4'59 "E 579.8 ' : • I z S89"34 59"E 634.88 : I /?J3 POINT OF COMMENCEMENT LOT "A" AND "D" 3:: I I 45' ,/ POINT OF BEGINNING LOT "B" AND 45 C-0 00 2" I.P. TAGGED L.S. 4383 0 ° o 00 I 3 S.W. COR. SEC. 171 N M N M I N S.E. COR. SEC. 18, o N b I N.E. COR. SEC. 19 (11 T.29S. R.29E., PER (n R.29E., I I 4 SOUTH LINE OF S.E. 1/4, S.E. P.M. CIO. 11013, P.M. I :I co 1/4, SECTION 18, T.29S., R.29E. BK. 53, PAGES 130-146 I —�- 1318.72 —7 N NORTH IN �� 1 3 . � 0 LINE OF N.E. 1 /4, N.E. w I �I , 1 /4, SECTION 19, T.29S., R.29E. EAST LINE NE 1/4, ( I�� `d o SEC. 19, T.29S., R.29E. • N �.. N . N `� '"•' z S45'02' 18 "W `N I l o CN o. 0 6 2 Io 21.47' N 1 `n R 10 I� C> I N A 03 °19'29" c°n I -� . X00 z _..._..._..._ ..._..._..._..._..._..._..._... ..._ _ . —L= - 282.88' -- - - -- � - - - - - -- — zt- S89 47 42�_W_ _ _ 966.66 _ - T= 141.48 - - -- - - - - -; �--�,- ----- - - - - -- 866.66' ... ... � 04'09'03" L= 353.17' .. x�-- S89 47 42 W— NORTHERLY R= 4875.00' T=1 76.66' 10 WIDE PACIFIC TELEPHONE AND TELEGRAPH �n R W LINE SEE DETAIL "D" TELEPHONE CABLE EASEMENT PER BK. 5384, � � ON PAGE 20 I oF-- PG. 1067 O.R. UZ EXIST. STATE ROUTE 178 NON- ACCESS RIGHTS TO I ouj BK. 4379, PG 722 OR �' ADJOINING FREEWAY PER 3 oQ BK. 4379, PG. 722, O.R. I < SOUTHERIL R W LINE -------- - - - - -- -- - - - - -- -- J \ A11\1D P.M. NO. 11013 P.M. BK. 53, PGS. 130 -146 LINE TABLE LINE LENGTH BEARING LINE LENGTH BEARING L1 145.00' N89 °34'59 "W L6 130.74' S89 °34'59 "E L2 69.73' S00 °25'01 "W L7 14.00' S00 °25'01 "W L3 147.57' N61'23'04 "W L8 147.57' S61 *23'0411E L4. 14.00' N00'25'01 "E L9 69.73' N00'25'01 "E L5 130.74' N89 °34'59 "W L10 1 145.00' S89'34'59 "E SEE PAGE 20 FOR CURVE TABLE AND RADIAL LINE TABLE PAGE 16 OF 20 PAGES .4C�JUSTE� EXHIBIT �B� LOT LINE ADJUSTMENT NO. 05 -1188 J P C13 WEST LINE OF N.W 1/4, S.W. 1/4 L DT jjj�i! 34.37 I SEC. 17, T.29S., R.29E. LLA NO. 05 -04271 PER N68.55'21 "E I I CERTIFICATE OF COMPLIANCE 160 DOCUMENT NO. 0205246719 O.R. SOUTHWEST CORNER LOT RECORDED SEPTEMBER 9, 2005 , "A" LLA NO. 05 -0427 RAD _ 12 7A S00 °28'09 "W J,\� C° S89.31'51 "E R3 460.09' — R4_ _ Ri �• o. \?, �?i 's o � o o , ��• o � , N.W. CORNER S.W. 1 4 �_ _ /SL� DETAIL B d'•� �- ' CITY S �� �.a I S.W.1 4 SEC. 17 = HILL ON PAGE 20 I_ S89 31 51E S89 53 20 4 E C2 / + \ z 70' _ 115.00 , _ Vio 2 45.09 C1 / o R/W DEDICATION N45.28'09E 42.43 PER DOCUMENT N0. / �� p\-� mac'- �\ I o c) 0205216010, O.R. I I o rn / � p. ��� 4� ° SA I o C PG' E0c'' 6' Z 20 WIDE CITY OF / / ppMEN �• 61, pF 0 sow BAKERSFIELD ���� PAR �� -' c9 '0 SEWER LINE / F.� 0 N� , QG. �' °o �-1 N oo ♦ / ow �� �� of c0 «?�, EASEMENT PER �� P �P,SE 90�• �ECQj R R/W DEDICATION 0I Lo "' "'�: / Q \N� PNO �F� PER DOCUMENT N0. 8 ►� BK. 6977, PG. Q a; o ti �/ O - N I CO �, 1337 0. R . �'/ 0�� 02 0205072156, O.R. o I I z 1 i R/W DEDICATION I PER DOCUMENT NO. 02052479 72, O.R. STREET DEDICATION TO I d- CITY OF BAKERSFIELD ., o 6$ 5 5�9 ' E co I oo / PER P.M. 11013 S �N p,G r I �,'� / (A PORTION TO BE ABANDONED) a °55 2 1'E FLo *PAR �I o / /•� S6 °55 2 F \E\.0 ENS p FZ• I I�l I z P�E�S EPSEM 151, z I I hl �/ / G♦ CHEVRONTEXACO ` -�`''� pF p,GE °5012 uj ��' / EXPLORATION & 10' RADIUS NON- BUILDING ORPN No• °2 rn ' PRODUCTION CO. WELL SETBACK PER DOC. PNO MEND I No. 2 -10 ABANDONED 0 N 0. 0204225170, 0. R. I I Z ACCESS EASEMENT PER NO. 0196165220, O.R. DOC. NO. 0196165220, O.R. 'li ''• Q 00 1 o I I -' 0 P-6 Lli O� I d- Z `L ' 47.25 AC GROSS 1 w w R(W DEDICATION PER W t w cn SPARATE INSTRUMENT 5 AC NET 9.9 3 I I °O POINT OF COMMENCEMENT LO T "A" AN D " " ui o . POINT OF BEGINNING LOT "B" AND "C" ->> z/ 2" I.P. TAGGED L.S. 4383 >> co I SOUTHEAST CORNER PARCEL 14, ��- \�• 3 S.W. CORNER SEC. 17, PAR MAP N 11 1 MAP '`sue- PARCEL 0. 0 3, � 1 4,5s S. E. CORNER SEC. 18, BOOK 53 PAGES 130 -146 4 -o\ I 5 ,/ N.E. CORNER SEC. 19, s: 5 I o T.29.S, R.29.E, PER NON ACCESS RIGHTS TO ADJOINING 4 I N 3 P. M. N 0. 11013 P.M. FREEWAY PER BK. 4380, PG. 777 O.R. �, BK. 53, PGS. 130 -146 - ' 20 WIDE CITY OF BAKERSFIELD I I � 30' WIDE SOUTHERN CALIFORNIA EDISON SEWER LINE EASEMENT PER BK. COMPANY TRANSMISSION EASEMENT PER -� — — — — — 6977, PG. 1337 O.R. BK. 332, PG. 483 OF DEEDS. _15 *� � ' WI CITY F AK R FI ------ - -—T 1°�� N89 28 51 W 0 DEC 0 B E S ELD i I� co (BASIS OF BEARINGS) SEWER LINE EASEMENT PER BK. wl oo N 6977, PG. 1320 O.R. pR�NE Lo N SOUTH LINE SECTION 17, Io RI i �NCNo , 0-4 • R , 4a15 _ p p 5 74.52 BERN R i vER N ��N��W� , I R10 T.29S., R.29E. _ . ��ESS RIGH .16 PC, Zo5 , — �1 NE PND P`PE�1N p�N \P of _ ... � � � �NpN A PER BK p R / C P�- \F z� _ . ..... �� FREEw p,`1� Mp P�1E N COMP A p G • 16� pF N R . , � 17 32 ' " 19 _ iLD Ag�E EASE .� G A SEMEN% 430 , 18 • 30 NON F3D CO EA 8 IL / R W DEDICATION PER SEPARATE 172 0•R' � i�� + I / BY 0204225 _ .----� '(� R � � / SEPARATE INSTRUMENT 0 WOW SEE DETAIL D _ • , O N s_H EE tee-` � �, �- WEST LINE NW 1/4 SEC. BY% 1 20, T.29S., R. 29E. mow 200 100 0 200 400 iSEE PAGE 20 FOR CURVE TABLE AND RADIAL LINE TABLE SCALE: 1 " = 200' PAGE 17 OF 20 PAGES AD USTEFE:) EXHIBIT B �I LOT LINE ADJUSTMENT NO. 05 -1188 oP� . � a1 �tio o,��oQ � ��' � ® • ono o� A C\* 6) L4 S SSA, s�Q�igr 4j cgb too S. of LLI -Q opM� ��• 5 °F N 63 O�Oi �\ c.s`.. � C� P BPS � P�`� • ��G Q \?, � \ �\0 200 100 0 200 400 7■■. o J SCALE: 1 " = 200' �LOT W s�� 0 67.17 AC GROSS Lu W Q •o o 64.14 AC NET co 0. 8 NON ACCESS RIGHTS � STREET DEDICATION PER TO ADJOINING FREEWAY � PER BK. 4380, PG. 777 O.R. a ,1 �o DOCUMENT N0. N26.18'50 "W 0205072156, O.R. RAID �8 0 , Q2, i ui o Lu o� N6 �'o� DETAIL C SCALE: 1 40 F� loll >• �" s y s s \ .op •� '`�`�� ENO / �J� �-, 2�,�� � � >, \ �,`�0' e PO JO�� � 0 F,� / o �S �. PARCEL 12 -�F,v ci 0 P.M. NO. 11013 P.M. BK. 53, PGS. 130-146 V�Q� 50 WIDE MOJAVE PIPELINE AND KERN RIVER i i N2 '��-�' `�• / GAS TRANSMISSION COMPANY GAS PIPELINE 9 ,/ EASEMENT PER BK. 6478, PG. 161 O.R. 3O' INI—D F SOUTHERN CALIFORNIA EDIS—ON `o COM NY TRA - - ���c' �___ — _-- �A_-- UNISLON F- ASEMENI -EER —_ BK. 332, PG. 483 OF DEEDS. G SN"ll 20' WIDE CITY OF BAKERSFIELD — BK 4380 PG. 774 O.R. �,_ SEWER LINE EASEMENT PFR RV SEE PAGE 20 FOR CURVE TABLE SPATE OF CALIFORNIAFWY, RIGHT -OF -WAY AND RADIAL LINE TABLE PER BK. 4380, PG. 777 O.R. PAGE 18 OF 20 PAGES ADJUSTED LOT LINE ADJUSTMENT NO. 05 1188 L OT Er STREET DEDICATION TO LLA NO. 05 -0427, PER • CG' CITY OF BAKERSFIELD CERTIFICATE OF COMPLIANCE PER P.M. 11013 ,o DOCUMENT NO. 0205246719 O.R. RECORDED SEPTEMBER 9, 2005 „ >, o * P S.W. CORNER LOT C ° EP�`pN � F �- LLA NO. 05 -0427 L 0—f � LLA N0. 05 0427, PER S �,,• 0��� �M��� o� P�Oi G CERTIFICATE OF COMPLIANCE coo DOCUMENT NO. 0205246719 O.R. i ® RECORDED SEPTEMBER 9, 2005 / L4 S � `ss.3• S ' ! s6 op X88 jj>> S9� . 0 50.39' S61 '39'1 4 E S68'25'32 "E 75.52 S�4 , r " Lu C9 a Lu ui co 67.17 AC GROSS 64.14 AC NET 364 , �S 65.821 lb i 0 Q�P��oo Q�G ,�1Q> Pao FARCr-L 12 P.M. N0. 11013 P.M. BK. 53, PGS. 130 -146 i 200 100 0 200 400 SCALE: 1 " = 200' SEE PAGE 20 FOR CURVE TABLE AND RADIAL LINE TABLE PAGE 19 OF 20 PAGES AE)JUSTEE:> EXHIBIT B 77 LOT LINE ADJUSTMENT NO. 05 -1188 PARCEL 5 Palls NO., 1 1013 LOT A s LLA NO. 05 -0427, PER CERTIFICATE OF COMPLIANCE �^ DOCUMENY NO. 0205246719 O.R. o cQRNER RECORDED SEPTEMBER 9, 2005 ,� •Q � SW CEL f\ C �` 56 S LOT "C" DETAIL "B" SCALE: NONE CURVE TABLE ADJUSTED CURVE RADIUS LENGTH TANGENT DELTA Cl 470.00' 215.96' 109.92' 26'19'38" C2 2000.00' 60.00' 30.00' 01'43'08" C3 530.00' 130.08' 65.37' 14'03'45" C4 530.00' 72.73' 36.42' 07'51'45" C5 530.00' 57.35' 28.70' 06'11'59" C6 2000.00' 1137.48' 584.59' 32'35'11" C7 2000.00' 761.98' 385.67' 21'49'45" C8 2000.00' 375.51' 188.31' 10'45'27" C9- 2515.00' 341.52' 171.02' 07'46'49" C10 4895.00' 1212.31' 609.27' 14'11'24" C11 4875.00' 292.95' 146.52' 03'26'35" C12 2000.00' 752.12 380.56' 21'32'48" C13 2000.00' 41.97' 20.99' 01'12'09" C14 2050.00' 404.05' 202.68' 11'17'34" C15 2045.00' 365.24' 183.11' 10'13'59" C16 4875.00' 1.70' 0.85' 00'01'12" C17 503.00' 56.06' 28.06' 06'23'07" C18 497.00' 113.39' 56.94' 13'04'19" C19 970.00' 55.39' 27.70' 03'16'18" C20 1030.00' 58.81' 29.41' 03'16'18" C21 557.00' 127.08' 63.82' 13'04'19" C22 443.00' 45.82' 22.93' 05'55'34" C23 4895.00' 1072.53' 538.42' 12'33'14" C24 2050.00' 379.95' 190.52' 10 °37'09" C25 2045.00' 1334.08' 691.74' 37'22'39" C26 1955.00' 2133.79' 1187.15' 62'32'08" C27 4895.00' 79.67' 1 39.84' 00'55'57" SEC. 18, 29/29 SEC. 19, !. 29/29 °21'56 "W I C16 a, � N QC Ll"WT ai !1 z N oo � e A =1515 45 r- N N 10'50'40 "W �._ 0 N 2" I.P. TAGGED L.S. 4,383 FOR S.E. CORNER SEC. 18, T. 29. S, R. 29. E, PER P.M. 11013 P.M. BK. 53, PGS. 130 -146 SEC. 17, 29/29 o° 4m.1 W SEC. 20, CD =N 29/29 0 cl:� fm LOT "C" 10 W.1 � 0 6 SW CORNER °21'56 "W I C16 PARCEL 14 � It N04 : e A =1515 45 4875 RAD N 10'50'40 "W L= 1298.61 , S21 *04'39"E R6 S12 *44'15 "W R7 S1 0'30'33 "E &=18'30' 9 -,.- » A =04 09 03 R9 / \ =1574. L=353.17' R11 NO3'3222 "W 1 S34`1 0'25"E NCI S71 *33'04" oo c,o I 0'Q NIry O N N NILn p 1 co Lo C) 00 C) V) zl DETAIL "D" SCALE: NONE RADIAL TABLE (AD.) RADIAL BEARING R 1 N 18"56'1 4"E R2 N00'06'36 "E R3 S11 *10'58 "E R4 N 10'50'40 "W R5 S21 *04'39"E R6 S12 *44'15 "W R7 S1 0'30'33 "E R8 S05'1 9'57 "E R9 N21'09'30 "W R10 S83'41'38 "E R11 NO3'3222 "W R12 S34`1 0'25"E R13 S71 *33'04" LINE TABLE LINE BEARING DISTANCE L1 N00'28'09 "E 341.18' L2 N45'32'31 "W 37.48' L3 N 00'22' 46 "E 75.76' L4 N82'55'04 "E 27.77' 1-5 N 38'11'43"E 54.00' L6 N00'26'01 "E 54.00' L7 S21'04'39 "E 224.62' J P M \,\C) PAS. p,GQ E G °. W 2,�•�0 0 PO EN 2� 25 ��- � vo 0, ° 522 G�� \ .4 LOT "D" DETAIL "E" SCALE: NONE PAGE 20 OF 20 PAGES