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HomeMy WebLinkAbout7101 ALLEGHENY CT, 13204 DUCCIO DR, 6502 MONTAGNA DR"PL;ASE CdivIPLET'E THIS INFORMATION RECORDING REQUESTED BY: WHEN RECORDED MAIL TO: CITY ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA. 93301 THIS PAGE James Maples,Assessor- Recorder SOFIR Kern County Official Records Pages: 16 DOCUMENT #:0201191950 12/26/2001 8:01:00 Fees.... 52.00 Taxes... __ .ezeiisisse Other .. . TOTAL PAID.. 52.00 VIDE ADEQUATE SPACE FOR RE, (Additional recording fee applies) Stat. Types•1 ING INFORMATION CERTIFICATE OF COMPLIANCE recorded November 28, 2001, Document #0201175991 TITLE OF DOCUMENT This document is being re— recorded to correct the Lot Line Adjustment number on Exhibit "B ", page 10 of 13 pages. t32o� Pucclo �n 410 n. (A n OL p RKwdor 5B0 2705 100 (Rev. RECORDED AT THE HEW t�I Ur RPMERI CEDTITLE COMPANY WHEN RECORDED, MAIL TO: James Maples,Assessor- Recorder SOFIR 0TY ENGINEER Kern County O f f i c i a l Records Pages: 15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE DOCUMENT #:0201175991 11/28/2001 BAKERSFIELD, CA. 93301 - • 8: 01 :00 Fees.... 49.00 Taxes... Other... TOTAL - _ PAID.. 49.00 Stat. Types:1 CERTIFICATE OF COMPLIANCE (SECTION 66499.35, GOVERNMENT CODE) 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 P01 -0766 being an adjustment of the boundaries of those portions of land shown as Parcels 9 & 13 of Amended Parcel Map 9900, filed February 9, 2001, in Book 51 of Parcel Maps, Page 125 , and Parcel A as shown on that Certificate of Compliance for Lot Line Adjustment P00 -014, recorded April 12, 2001, as Document #0201048828, Official Records, in the office of the Kern County Recorder, and being portions of Sections 10 & 15, T. 29 S., R. 29 E., M. D. M., in the City of Bakersfield, County of Kern, State of California. Property Owner: KYLE CARTER HOMES, INC., a California corporation. Assessor's Parcel Numbers: 386 - 050 -18, 386 - 050 -19, & 386 - 050 -22. This Certificate of Compliance is being issued and recorded for 3 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 16, 2001 RAUL M. ROJAS RCE No. 39880 Expiration December 31, 2001 City Engineer City of Bakersfield Signature must be notarized S:\L,and Division \Minor Land Div\LLA\PO 1 -0766 coe.wpd Page 1 of 13 Pages CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT State of California ss. County of -K2x-n On N �46VI6ar j i,a°d,l before me,1�R•h;X_tIA- .srh; -) jj Date Name and Title of Officer (e.g., "Jane Doe, Nota blic ") ppX personally appeared Q,(A.,( M - I�-) 1 a S N eb#-af Signero 1" •r 1• w, CV-personally known to me ❑ e-- faasis-s atisfaetarp' ev+de reel to be the personW whose name(k Wart -- subscribed to the within instrument and acknowledged to me that he /sAeeAl; . executed the same in his /h. fAfteir authorized capacity(is4), and that by his /hef/t-kietr signature(A4 on the instrument the personw, or the entity upon behalf of which the person(} acted, executed the instrument. WITNESS my Oiand and official seal. L � � Place Notary Seal Above ig�re 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 Docu e""n''t.,� Mi![A�RTII /c��. �¢� j I W Title or Type of Document: Gam- Document Date: N OJ*4MJjR_�/ ' (0 , ;)'Q C) Number of Pages: Signer(s) Other Than Named Above: An-y-1-9, Capacity CI ' ed by igner e Si Name: .Top Vner's - � Individual elk of thumb here ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: �r Signer Is Representing: © 1999 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313 -2402 • www.nationainotary.org Prod. No. 5907 Reorder: Call Toll -Free 1 -800- 876 -6827 1= GE Z OF /3 P,dGE f TRUST DEED HOLDER CONSENT FORM THE UNDERSIGNED, CLAIMING SOME RIGHT OR INTEREST UNDER THAT CERTAIN DEED OF TRUST RECORDED April 12, 2001 ON DOCUMENT NUMBER 0201048831 OF OFFICIAL RECORDS, EXECUTED BY: KYLE CARTER HOMES, INC., AS TRUSTOR FIRST AMERICAN TITLE INSURANCE COMPANY, AS TRUSTEE, AND KERNRIVER PARTNERSLLC, AS BENEFICIARY, HEREBY CONSENT TO THE MAKING OF LLA NO. POI-0776 AND AGREE TO BE BOUND THEREBY AND THAT THEIR RIGHT, TITLE OR INTEREST IS SUBJECT THERETO. KERN RIVER PARTNERS, LLC BY: BY: CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT State of California ss. County of Kern On Nov. 15, 2001 , before me, Karen Mebane Date Name and Title of Officer (e.g., "Jane Doe, Notary Public ") personally appeared Thomas Carosella Name(s) of Signer(s) E?Fpersonally known to me ❑ proved to me on the basis of satisfactory evidence COMM. #1169437 NOTARY PUBLIC • CALIFORNIA KERN COUNTY My Comm. Exp. Jan. 27, 2003 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. k. " VAA-L Place Notary Seal Above I I Signa re 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. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Number of Pages: RIGHT THUMBPRINT OF SIGNER op of thumb here © 1997 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313 -2402 Prod. No. 5907 Reorder: Call Toll -Free 1- 800 -876 -6827 LOT LINE AD3USTMENT No. P01 -0766 EXIBIT "A" BEING AN ADJUSTMENT OF PARCEL A OF LOT LINE ADJUSTMENT NO. P00 -0614 AS PER CERTIFICATE OF COMPLIANCE RECORDED APRIL 12, 2001 AS DOCUMENT NO. 0201048828 OF OFFICIAL RECORDS AND OF PARCELS 9 AND 13 OF AMENDED PARCEL MAP NO. 9900 RECORDED IN BOOK 51 OF PARCEL MAPS AT PAGE 125, IN THE OFFICE OF THE KERN COUNTY RECORDER. ALSO BEING A PORTION OF SECTION 10, TOWNSHIP 29 SOUTH, RANGE 29 EAST, MOUNT DIABLO MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. Parcel 1 COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 10 MARKED BY A 2 -INCH IRON PIPE WITH A WOOD PLUG "NO TAG ". THENCE N 89 03828" E ALONG THE EAST -WEST MID SECTION LINE OF SAID SECTION 10, A DISTANCE OF 1121.83 FEET TO A POINT ON THE EAST RIGHT -OF -WAY LINE OF ALFRED HARRELL HIGHWAY BEING THE POINT OF BEGINNING. SAID POINT IS ALSO THE BEGINNING OF A NON TANGENT CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 1900.00 FEET, A RADIAL LINE TO SAID BEGINNING OF CURVE BEARS S 78 011'52" E; THENCE (1) NORTHERLY ALONG SAID CURVE AND SAID EAST RIGHT -OF -WAY LINE OF ALFRED HARRELL HIGHWAY, THROUGH A CENTRAL ANGLE OF 16 020'27"1 AN ARC LENGTH OF 541.88 FEET TO THE SOUTHWEST CORNER OF PARCEL 1 OF SAID AMENDED PARCEL MAP No. 9900, SAID POINT IS ALSO ON THE CENTERLINE OF OLD WALKER PASS ROAD; THE FOLLOWING FIVE COURSES ARE ALONG THE CENTERLINE OF SAID OLD WALKER PASS ROAD AND THE BOUNDARY OF PARCEL A OF SAID LOT LINE ADJUSTMENT No. P00 -0614; THENCE (2) N 80013'46" E, A DISTANCE OF 72.29 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 1000.00 FEET; THENCE (3) NORTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 08 009'38 "1 AN ARC LENGTH OF 142.43 FEET; THENCE (4) N 72004'08" E, A DISTANCE OF 622.04 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 1000.00 FEET; THENCE (5) NORTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 13032'22 "1 AN ARC LENGTH OF 236.31 FEET; THENCE (6) - N 85036'30" E, A DISTANCE OF 435.84 FEET TO A POINT ON THE NORTH - SOUTH MID SECTION LINE OF SAID SECTION 10; THENCE (7) S 00 045'59" E ALONG SAID MID SECTION LINE, A DISTANCE OF 846.42 FEET TO THE CENTER OF SAID SECTION 10; THENCE (8) S 48007'57" W, A DISTANCE OF 179.28 FEET; Page 3 of 13 THENCE (9) S 78 °30'49" W, A DISTANCE OF 125.42 FEET; THENCE (10) N 71 010'27" W, A DISTANCE OF 326.54 FEET; THENCE (11) S 61 042'59" W, A DISTANCE OF 482.82 FEET; THENCE (12) S 00 000'00" W, A DISTANCE OF 804.23 FEET; THENCE (13) N 67 03538" W, A DISTANCE OF 138.63 FEET; THENCE (14) N 62 023'08" W, A DISTANCE OF 104.39 FEET; THENCE (15) N 52 020'48" W, A DISTANCE OF 109.16 FEET; THENCE (16) N 49 056'37" W, A DISTANCE OF 150.65 FEET; THENCE (17) N 15 001'27" E, A DISTANCE OF 362.02 FEET; THENCE (18) N 74 05833" W, A DISTANCE OF 300.00 FEET TO A POINT OF THE EAST RIGHT - OF -WAY LINE OF SAID ALFRED HARRELL HIGHWAY; THENCE (19) N 15 001'27" E ALONG SAID EAST RIGHT -OF -WAY LINE, A DISTANCE OF 276.03 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 1900.00 FEET; THENCE (20) NORTHEASTERLY ALONG SAID CURVE AND SAID EASTERLY RIGHT -OF -WAY LINE THROUGH A CENTRAL ANGLE OF 03 013'19 "1 AN ARC LENGTH OF 106.84 FEET TO THE TRUE POINT OF BEGINNING. CONTAINS 37.43 ACRES MORE OR LESS. Parcel COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 10 MARKED BY A 2 -INCH IRON PIPE WITH A WOOD PLUG "NO TAG ". THENCE N 89 03828" E ALONG THE EAST -WEST MID SECTION LINE OF SAID SECTION 10, A DISTANCE OF 1121.83 FEET TO A POINT ON THE EAST RIGHT -OF -WAY LINE OF ALFRED HARRELL HIGHWAY, SAID POINT IS ALSO THE BEGINNING OF A NON TANGENT CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 1900.00 FEET, A RADIAL LINE TO SAID BEGINNING OF CURVE BEARS S 78 011'52" E; THENCE SOUTHWESTERLY ALONG SAID CURVE AND SAID EASTERLY RIGHT -OF- WAY LINE THROUGH A CENTRAL ANGLE OF 03013'19 "1 AN ARC LENGTH OF 106.84 FEET; THENCE S 15 001'27" W ALONG SAID EAST RIGHT -OF -WAY LINE, A DISTANCE OF 276.03 FEET TO THE POINT OF BEGINNING; THENCE (1) S 74 °5833" E, A DISTANCE OF 300.00 FEET; THENCE (2) S 15 001'27" W, A DISTANCE OF 362.02 FEET; THENCE (3) S 49 05637" E, A DISTANCE OF 150.65 FEET; THENCE (4) S 52 °20'48" E, A DISTANCE OF 109.16 FEET; THENCE (5) S 62 023'08" E, A DISTANCE OF 104.39 FEET; Page 4 of 13 THENCE (6) S 67 035`38" E, A DISTANCE OF 138.63 FEET; THENCE (7) N 00 °00'00" E, A DISTANCE OF 804.23 FEET; THENCE (8) N 61 042'59" E, A DISTANCE OF 482.82 FEET; THENCE (9) S 71 010'27" E, A DISTANCE OF 326.54 FEET; THENCE (10) N 78 °30'49" E, A DISTANCE OF 125.42 FEET; THENCE (11) N 48 °07'57" E, A DISTANCE OF 179.28 FEET TO THE CENTER OF SAID SECTION 10; THENCE (12) N 89 038'28" E ALONG THE EAST -WEST MID SECTION LINE OF SAID SECTION 10, A DISTANCE OF 732.99 FEET; THENCE (13) S 60 011'55" E, A DISTANCE OF 189.27 FEET, THENCE (14) S 25 034'52" W, A DISTANCE OF 304.56 FEET TO THE BEGINNING OF A NON - TANGENT CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 475.00 FEET, A RADIAL LINE TO SAID BEGINNING OF CURVE BEARS N 25 034'52" E; THENCE (15) SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07 026'26 "1 AN ARC DISTANCE OF 61.68; THENCE (16) S 34 041'29" W, A DISTANCE OF 410.65 FEET; THENCE (17) N 55 007'11" W, A DISTANCE OF 101.09 FEET; THENCE (18) N 70 001'56" W, A DISTANCE OF 129.42 FEET, THENCE (19) S 34 05846" W, A DISTANCE OF 269.77 FEET; THENCE (20) N 55 001'14" W, A DISTANCE OF 15.88 FEET; L THENCE (21) S 34 058'46" W, A DISTANCE OF 227.72 FEET; I Cf �DU��1W�u THENCE (22) S 37 016'37" E, A DISTANCE OF 47.01 FEET; THENCE (23) S 79 020'43" W, A DISTANCE OF 200.07 FEET TO THE BEGINNING OF A NON - TANGENT CURVE CONCAVE NORTHEASTER Y AND HAVING A RADIUS OF 1025.00 FEET; A RADIAL TO SAID BEGINNING OF CURVE BEARS N 79 120'43" E; THENCE (24) SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 02 049'25 "1 AN ARC DISTANCE OF 50.51 FEET; THENCE (25) S 82 010'08" W, A DISTANCE OF 50.00 FEET; THENCE (26) S 82 038'19" W, A DISTANCE OF 38.53 FEET; THENCE (27) S 69 022'54" W, A DISTANCE OF-467.64 FEET; Page 5 of 13' THENCE (28) S 56 024'05" W, A DISTANCE OF 44.52 FEET; THENCE (29) S 69 92254" W, A DISTANCE OF 100.00 FEET; THENCE (30) S 74 05542" W. A DISTANCE -OF 176.07 FEET; THENCE (31) N 83 051'12" W, A DISTANCE OF 179.15 FEET, THENCE (32) N 73 022'59" W, A DISTANCE OF-110.05 FEET; THENCE (33) -N 72 050'35" W; A DISTANCE OF 128.55 FEET TO THE BEGINNING OF A NON - TANGENT CURVEY CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 475.00 FEET; A RADIAL TO SAID BEGINNING OF CURVE BEARS N 72 050'10" W; THENCE (34) SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 00 04706 "1 AN ARC DISTANCE OF 6.51 FEET; THENCE (35) N 73 037'16" W, A DISTANCE OF 199.28 FEET; THENCE (36) N 74 05833" W, A DISTANCE OF 340.17 FEET TO A POINT ON THE EASTERLY RIGHT -OF -WAY LINE OF SAID ALFRED HARRELL HIGHWAY; THENCE (37) N 15 001'27" E ALONG SAID EASTERLY RIGHT -OF -WAY LINE, A DISTANCE OF 857.42 FEET TO THE POINT OF BEGINNING. CONTAINS 51.13 ACRES MORE OR LESS. PARCEL 3 COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 10 MARKED BY A 2 -INCH IRON PIPE WITH A WOOD PLUG "NO TAG ". THENCE N 8903828" E ALONG THE EAST -WEST MID SECTION LINE OF SAID SECTION 10, A DISTANCE OF 1121.83 FEET TO A POINT ON THE EAST RIGHT -OF -WAY LINE OF ALFRED HARRELL HIGHWAY, SAID POINT IS ALSO THE BEGINNING OF A NON TANGENT CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 1900.00 FEET, A RADIAL LINE TO SAID BEGINNING OF CURVE BEARS S 78011'52" E; THENCE SOUTHWESTERLY ALONG SAID CURVE AND SAID EASTERLY RIGHT -OF- WAY LINE THROUGH A CENTRAL ANGLE OF 03 013'19", AN ARC LENGTH OF 106.84 FEET; THENCE S 15 001'27" W ALONG SAID EAST RIGHT -OF -WAY LINE, A DISTANCE OF 1133.45 FEET TO THE POINT OF BEGINNING; THENCE (1) S.74 05833" E, A DISTANCE OF 340.17 FEET; THENCE (2) S 73 037'16" E, A DISTANCE OF 199.28 FEET TO THE BEGINNING OF A NON - TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 475.00 FEET, A RADIAL TO SAID BEGINNING OF CURVE BEARS N 73 °37'16" W; THENCE (3) NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 00 047'06 ", AN ARC DISTANCE OF 6.51 FEET; THENCE (4) S 72 050'35" E, A DISTANCE OF 128.55 FEET; THENCE (S) S 73 02259" E, A DISTANCE OF 110.05 FEET; Page 6 of 13. THENCE (6) S 83 051'12" E, A DISTANCE OF 179.15 FEET; THENCE (7) N 74 05542" E, A DISTANCE OF 176.07 FEET; THENCE (8) N 69 022'54" E, A DISTANCE OF 100.00 FEET; THENCE (9) N 56 024'05" E, A DISTANCE OF 44.52 FEET; THENCE (10) N 69 022'54" E, A DISTANCE OF 467.64 FEET; THENCE (11) N.,82 038'19" E, A DISTANCE OF 38.53 FEET;--- - THENCE (12) N 82 010'08" E, A_DISTA Ng-OF 50.00 FEET TO THE BEGINNING OF A CURVE CONCAVE-NORTHEASTERLY, AND HAVING A RADIUS OF 1025.00 FEET, A RADIAL TO SAID BEGINNING OF CURVE BEARS N 82010'08" E; THENCE (13) NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 02 049'25 "1 AN ARC DISTANCE OF 50.51 FEET; THENCE (14) N 79 020'43" E, A DISTANCE OF 200.07 FEET; THENCE (15) N 37 01637" W, A DISTANCE OF 47.01 FEET; THENCE (16) N 34 05846" E, A DISTANCE OF 227.72 FEET; THENCE (17) S 55 °01.'14" E, A DISTANCE OF 15.88 FEET; THENCE (18) N 34 058'46" E, A DISTANCE OF 269.77 FEET; THENCE (19) S 70 001'56" E, A DISTANCE OF 129.42 FEET; THENCE (20) S 55 °07'11" E, A DISTANCE OF 101.09 FEET; THENCE (21) S 55 02554" E, A DISTANCE OF 272.79 FEET; THENCE (22) S 34 059'06" W, A DISTANCE OF 306.02 FEET; THENCE (23) S 55 000'54" E, A DISTANCE OF 27.47 FEET; THENCE (24) S 34 059'06" W, A DISTANCE OF 245.47 FEET; THENCE (25) S 55 000'54" E, A DISTANCE OF 193.81 FEET; THENCE (26) S 67 °37'05" W, A DISTANCE OF 115.16 FEET TO A POINT ON THE NORTHERLY RIGHT -OF -WAY LINE OF PALADINO DRIVE; SAID POINT ALSO BEING THE BEGINNING OF A NON TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 1055.00, A RADIAL TO SAID BEGINNING OF CURVE BEARS N 03 01930" W; THENCE (27) SOUTHWESTERLY ALONG SAID CURVE AND SAID RIGHT -OF -WAY LINE THROUGH A CENTRAL ANGLE OF 15 050'59 "1 AN ARC DISTANCE OF 291.84 FEET TO A POINT ON THE NORTHEASTERLY BOUNDARY LINE OF PARCEL 9 OF SAID AMENDED PARCEL MAP No. 9900; Page 7 of 13 THE FOLLOWING TWO COURSES ARE ALONG THE BOUNDARY LINE OF SAID PARCEL 9; THENCE (28) S 17 03243" E, A DISTANCE OF 244.43 FEET; THENCE (29) S 67 057'05" W, A DISTANCE OF 980.79 FEET TO A POINT ON THE BOUNDARY LINE OF PARCEL 13 OF SAID AMENDED PARCEL MAP No. 9900; THE FOLLOWING FIFTEEN COURSES ARE ALONG THE BOUNDARY LINE OF SAID PARCEL 13; THENCE (30) S 22 002'55" E, A DISTANCE OF 378.73 FEET; THENCE (31) S 73 °50'29" W, A DISTANCE OF 231.26 FEET; THENCE (32) S 67 °57'05" W, A DISTANCE OF 668.92 FEET; THENCE (33) S 22 002'55" E, A DISTANCE OF 292.00 FEET; THENCE (34) N 67 057'05" E, A DISTANCE OF 524.51 FEET; THENCE (35) S 86 012'55" E, A DISTANCE OF 60.00 FEET TO THE BEGINNING OF A NON - TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 955.00 FEET, A RADIAL TO SAID BEGINNING OF CURVE BEARS S 86 012'55" E; THENCE (36) SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12 042'46 ", AN ARC DISTANCE OF 211.90 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1045.00 FEET; THENCE (37) SOUTHEASTERLY ALONG SAID REVERSE CURVE THROUGH A CENTRAL ANGLE OF 37 013'17 "1 AN ARC DISTANCE OF 678.87 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 20.00 FEET; THENCE (38) SOUTHWESTERLY ALONG SAID REVERSE CURVE THROUGH A CENTRAL OF 89 058'29 ", AN ARC DISTANCE OF 31.41 FEET; THENCE (39) N 74 012'58" W, A DISTANCE OF 1702.53 FEET TO THE BEGINNING OF A NON - TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 3900.00 FEET, A RADIAL TO SAID BEGINNING OF CURVE BEARS S 89 030'26" S, SAID BEGINNING OF CURVE ALSO BEING A POINT ON THE EASTERLY RIGHT - OF -WAY LINE OF ALFRED HARRELL HIGHWAY; THE FOLLOWING FIVE COURSES ARE ALONG SAID EASTERLY RIGHT -OF -WAY LINE OF ALFRED HARRELL HIGHWAY; THENCE (40) NORTHEASTERLY ALONG SAID CURVE AND SAID RIGHT -OF -WAY LINE THROUGH A CENTRAL ANGLE OF 15 031'01 "1 AN ARC DISTANCE OF 1056.20 FEET; THENCE (41) S 74 05833" E, A DISTANCE OF 20.00 FEET; Page 8 of 13 THENCE (42) N 15 001'27" E, A DISTANCE OF 922.44 FEET; THENCE (43) N 89 030'04" W, A DISTANCE OF 20.66 FEET; THENCE (44) N 15 001'27" E, A DISTANCE OF 217.83 FEET TO THE POINT OF BEGINNING. CONTAINS 99.04 ACRES MORE OR LESS. Page 9 of 13 ` EXHIBIT "139 LOT LINE ADJUSTMENT No. P01 "THIS MAP IS PROVIDED FOR BEING AN ADJUSTMENT OF PARCELS A OF LOT LINE ADJUSTMENT P — 614 ILLUSTRATIVE PURPOSES ONLY" AS PER CERTIFICATE OF COMPLIANCE RECORDED APRIL 12, 2001 AS DOCUMENT NO. 0201048828 OF OFFICIAL RECORDS AND OF PARCEL 9 & 13 OF AMENDED PARCEL MAP NO. 9900 RECORDED IN BOOK 51 OF PARCEL MAPS AT PAGE 125, IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A PORTION OF SECTION 10, T. 29 S., R. 29 E. M.D.M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. PREPARED BY PORTER— ROBERTSON ENGINEERING & SURVEYING, Inc. 1200 21st STREET KeRN BAKERSFIELD, CALIFORNIA 93301 PROJECT R�VeR (661) 327 -0362 SITE SECTION 10 9g HWY. HWY. 178 �\ / NILES ST ` � �QG%.L yd . RAe� BAKERSFIELD o a X o 1 eoiso A D N NWY, r� 0 s \ HWY. ss m L.S. 5332 yt Exp. 12-31-03 \ 0 -- VICINITY MAP of CAI- NO SCALE !D— o —o HAROLD W. ROBERTSON DATE EASEMENT TABLE LS 5332 EXP. 12/31/03 < > = ITEM NUMBER PER PRELIMINARY TITLE REPORT NO. 139117 BY AMERICAN TITLE COMPANY DATED SEPTEMBER 13, 2001 <5> POWER DEVELOPMENT COMPANY POLE LINE EASEMENT BASIS OF BEARING PER BK. 63, PG. 35 OF DEEDS <6> POWER DEVELOPMENT COMPANY POLE LINE EASEMENT ALL BEARINGS AND DISTANCES SHOWN ON THIS MAP, UNLESS OTHERWISE INDICATED ARE RECORD OR CALCULATED FROM PER BK. 107, PG. 214 OF DEEDS RECORD PER AMENDED PARCEL MAP NO. 9900 RECORDED IN <7> PACIFIC LIGHT AND POWER CORP. POLE LINE EASEMENT PM BK. 51, PG. 125, IN THE OFFICE OF THE KERN COUNTY PER BK. 321, PG. 274 OF DEEDS RECORDER. <8> SOUTHERN CALIFORNIA EDISON CO. TELEPHONE LINE EASEMENT PER BK. 88, PG. 254 O.R. <9> 4' WIDE SOUTHERN CALIFORNIA EDISON CO. TELEPHONE LINE EASEMENT PER BK. 90, PG. 389 O.R. STATISTICS <10> SOUTHERN CALIFORNIA EDISON CO. POLE LINE EASEMENT PER BK. 128, PG. 32 O.R. <11> 30' WIDESOUTHERN CALIFORNIA EDISON CO. POLE LINE OWNERS: KYLE CARTER HOMES, INC. EASEMENT PER BK. 128, PG. 34 O.R. A.P.N.: 386-050-18,19 & 22 <12> STATE OF CALIFORNIA STATE HIGHWAY EASEMENT ZONE: R -1 PER BK. 262, PG. 406 O.R. WATER: CALIFORNIA WATER SERVICE COMPANY <18> CITY OF BAKERSFIELD DRAINAGE FACILITY EASEMENT POWER: PACIFIC GAS AND ELECTRIC PER BK. 6671, PG. 1734 O.R. GAS: PACIFIC GAS AND ELECTRIC <19> 90' WIDE CITY OF BAKERSFIELD STREET RIGHT —OF —WAY SEWER: CITY OF BAKERSFIELD EASEMENT PER BK. 6937, PG. 1878 O.R. CABLE: COX CABLE / WARNER CABLE <20> CITY OF BAKERSFIELD STREET RIGHT —OF —WAY EASEMENT TELEPHONE: PACIFIC BELL PER BK. 6937, PG. 1883 O.R. <21> 15' WIDE OLCESE WATER DISTRICT PIPELINE FACILITIES EASEMENT PER DOC. No. 019609908 O.R. <22> 15' WIDE OLCESE WATER DISTRICT PIPELINE FACILITIES EASEMENT PER DOC. No. 0196099081 O.R. <23> DOLCESE WATER DISTRICT INGRESS AND EGRESS EASEMENT PER DOC. No. 0196099086 O.R. UNLOCATABLE PER RECORD. v PAGE 10 OF 13 PAGES EXHIBIT *B' LOT LINE ADJUSTMENT No. P01 -0766 "THIS MAP IS PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY" LINE TABLE CURVE LINE LENGTH BEARING L1 225.32' S70'1 1'55 "W L2 231.83' N2336'37 "W L3 196.41' N78'36'28 "W L4 379.83' S83'35'46 "W L5 147.38' N40'54'03 "W L6 150.65' S49'56'37 "E L7 109.16' S52'20'48 "E L8 104.39' N62'23'08 "W L9 138.63' N67'35'38 "W L10 27.47' S55'00'54 "E L11 245.47' S34'59'06 "W L12 140.00' N49'15'06 "W L13 109.52' N49'15'06 "W L14 50.00' N40'44'54 "E L15 104.54' N53'19'30 "W L16 65.00' N22'02'55 "W L17 211.85' N1 6'44'37 "W L18 114.09' S67'57'05 "W L19 115.16' S67'37'05 "W L20 72.29' N80'13'46 "E L21 189.27' S60'1 1'55 "E L22 193.81' S55'00'54 "E L23 244.43' N1732'43 "W L24 200.00' 1 N22'02'55 "W PREPARED BY HAROLD W. ROBERTSON LS 5332 EXP. 12/31/03 I.AND v��gFo O W. Ro-, &, Z L.S. 5332 * Exp. 12-31-03 LINE TABLE CURVE LINE LENGTH BEARING L25 91.15' S89'55'20 "W L26 20.00' N74'58'33 "W L27 20.66' S89'30'04 "E L28 125.42' S78'30'49 "W L29 179.28' N48'07'57 "E L30 231.26' S73'50'29 "W L31 101.09' S55'07'11 "E L32 129.42' S70'01'56 "E L33 269.77' S34'58'46 "W L34 15.88' N55'01'14 "W L35 227.72' N34'58'46 "E L36 47.01' S37'16'37 "E L37 200.07' S79'20'43 "W L38 50.00' S82'10'08 "W L39 38.53' S82'38'1 9 "W L40 44.52' N56'24'05 "E L41 100.00' N69'22'54 "E L42 176.07' N74'55'42 "E L43 179.15' N83'51'12 "W L44 110.05' S73'22'59 "E L45 128.55' N72'50'35 "W L46 199.28 N73'3 '16-W L47 300.00' N74'58'33 "W CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 142.43' 1000.00' 71.34' 08'09'38" C2 236.31' 1000.00' 118.71' 13'32'22" C3 61.68' 475.00' 30.89' 7'26'26" C4 541.88' 1900.00' 272.79' 16'20'27" C5 106.84' 1900.00' 53.44' 03'13'19" C6 291.84' 1055.00' 146.86' 15'50'59" C7 719.56' 3900.00' 360.80' 10'34'16" CS 205.68' 1000.00' 103.21' 11'47'05" C9 589.15' 1000.00' 303.40' 33'45'20" C10 336.65' 3900.00' 168.43' 04'56'45' C11 1056.20' 3900.00' 531.36' 15'31'01" C12 1 50.51' 1025.00' 25.26' 02'49'25" C13 6.51' 475.00' 3.25' 00'47'06" C14 211.90' 955.00' 106.38' 12'42'46" C15 678.87' 1 1045.00' 351.90' 37'13'17" C16 31.41' 1 20.00' 19.99' 89'58'29" ra LEGEND - MONUMENT AS DESCRIBED • P.M. - PARCEL MAP I.P. - IRON PIPE - WAIVER OF VEHICULAR ACCESS RIGHTS L2 - SEE LINE TABLE ON PAGE _ C3 - SEE CURVE TABLE ON PAGE _ PAGE 11 OF 13 PAGES EXHIBIT T" "THIS MAP IS PROVIDED FOR ILLUSTRATIVE PUkPOSES ONLY" -N- SCALE: 1"=500' LOT LINE ADJUSTMENT No. P01 -0766 PARCEL PARCEL 6 1 AMENDED P.M. 1 9900 AMENDED P.M. No. 9900 P.M. BK. 51, PG. 125 P.M. BK. 51, PG. 125 0 \ I ROXD„ _ rn� p,SS -- -N85'36 30 E 1 I\��R P *�� _435.84- - �z°pa �� wP.\ - A I W QL20 o °w m ITEM <22 >--� `\ o I 't 00 aa ITEM <20 >\ �$y APO• � 1 0 125 250 500 100 100' - N89'38'28 "E -- - - - - ' 1121.83' -• -- --/ — / 292.00' --<: 1 U I 2" I.P. W /WOOD � Z RAD. I "W PLUG, NO TAG / in rn FOR W 1/4 COR. N SEC. 10 29/29 ,� M Z tiR�� I PARCEL 15 02. s AMENDED P.M. No. 9900 I I I P.M. BK. 51, PG. 125 C14l Q r /N 31 I rn� °' of �z 0) 0 h o Ld / 2 z U / I aw °m L27 o /z OAS EXISTING PARCEL A PMW 44 -87 BK.6107, PG.2434 O.R. CENTER SEC. 10 29/29 / E 1/4 COR. SEC. 10 29/29 i N89- 38 -28 "E / 2634.47 ,\ 732.99' / 27 — PARCEL A \ S25 34'52 "W PARCEL B I \ 304.56 (RAD.) LLA N0. P00 -0614 y LLA N0. P00 -0614 86.67 AC I / \ �� _ = C3 / V N3,3-011 18. RAD. CL ITEM <8 & 9> / I S 272.79' < // IS34'59'O6 "W ITEM <21> / I 306.02' a / PARCEL I a / AMENDED P.M. No. / 58.93 AC I / N SUCKER f#OD `,2 FOR SW �9/ OR./ SEC. 10 29 O 9 9900 L26 iif� 56�8�1 ITEM <10> — L25 — — - - - - -- — _ ITEM <19> p\\A o j P P�' CL ITEM <7> L10 L19 ITEM <5 & 6> � I ITEM <18> LAND I-- 1 I N22'02'55 "W 292.00' --<: 1 ITEM I<10 >— L.S. 5332 . * Exp. 12-31-03 1 RP RAD. I "W 9fic OF CALF AMENDED ME No.1 900 42.18 AC S ,4.I2 1 j I PARCEL 15 02. AMENDED P.M. No. 9900 I I I P.M. BK. 51, PG. 125 ITEM <19> p\\A o j P P�' CL ITEM <7> L10 L19 ITEM <5 & 6> � I LAND � ITEM I<10 >— L.S. 5332 . * Exp. 12-31-03 — — — RAD. I "W 9fic OF CALF N86'12'55 60.00' .bilOV61w PREPARED BY y245 U BK. 24, G720 O.R. I HAROLD W. ROBERTSON LS 5332 EXP. 12/31/03 I I .0 CL ITEM <12> IQV� C16 S-� P3- PAGE 12 OF 13 PAGES 'E.- AMIBIT !"B" "THIS MAP IS PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY" 9 o' \ o u) �Za 1 oni° IIL aQm z:j Ws SCALE: 1"=500' 0 125 250 500 /100 N89'38'28 "E 1121.83' / - - - - -- I � 2" I.P. W /WOOD Z / PLUG, NO TAG / / q FOR W 1/4 COR. SEC. 10 29/29 M to 0 co 0 Lo I 2 / I / Q / 3 I °' / N / O oI �ZIL o I v :� ,n / 74 SR,, Z I QaY / awm 0 z� I ma I < / I / I � / I /I / I / / / o SUCKER qOD FOR SW OR. SEC. 10 29/29 I / I I � U I I I I I I I I I I I � II I LOT LINE ADJUSTMENT No. P01 -0766 PARCEL 1 PARCEL 6 AMENDED P.M. No. 9900 AMENDED P.M. No. 9900 M. BK. 51, PG. 125 i P.M. BK. 51, PG. 125 ROD" _ "AS ADJUSTED" -N85-36'30 E X111 wP�KER PPS 435\\4 -- \\ 20 _C1 \\ ITEM <22 > — w °o ITEM <20> \\m �1 PARCEL 1 \ 11nn _.,•11'521 37.43 AC i4 N C13' �= N / / / / / PARCEL 3 / 99.04 AC PARCEL A PMW 44 -87 BK.6107. PG.2434 O.R. E 1/4 COR. SEC. 10 29/29 CENTER SEC. 10 29/29 ' / — — N89'38'28 "E / 2634.47' g Z �V711 0. 27 27- 732.99' I 732.99' 326. 4 1 / ' X61 �0 25 S \-28 I 304.56' (RAD .) PARCEL LLANO.CPOO 0614 (� / v r\ N3 R01'18 "ITEM <8 & 9 >_� X A I PARCEL 2 51.31 AC // I v� �3l S55'25'54 "E\ / I 272.79' L34 ITEM <21 >� \ \ S34'59'06 "W / L39 L3 L36 306.02' C12 L10 ^,� CL ITEM <7 >/ N6 'I oA L 8 v // Lh2 �A1 L19 �2? // / L40 I / 41L ITEM <5 & 6> C6 / -- ITEM <19> L26 _ — - - - -- 5 E I --ITEM <18> N0�•y�•0 N22'02'55" W 292.00' PARCEL 15 AMENDED P.M. No. 9900 P.M. 8K. 51, PG. 125 " O LAND W. Rp's"�J��G\o cp N L.S. 5332 ITEM I<70 >— — — — * Exp. 12-31-03 RAD. I 9J� OF CA1-�F N86'12'55 'W 60.00' _ I PREPARED BY I J BK. 24, 5720 O.R. I HAROLD W. ROBERTSON LS 5332 EXP. 12/31/03 I I I I CL ITEM <12> j'ROV� C16 0 1l$ PAGE 13 OF 13 PAGES