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HomeMy WebLinkAbout13-0058REQUESTED BY AND ft£WRDING REQUESTED BY WHEN RECORDED, MAIL TO: ST ART TITLE -4 14 8�40 CITY ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA. 93301 James W. Fitc . Assessor— Recorder Kern County Official fecords Recorded at the request of Public 0 o c u : 0213108359 $tat rrnas: 1 Fees I I IIII III I IIIIII II VIII VIII II Others PAID CERTIFICATE OF MERGER (SECTION 66499.20'/x, GOVERNMENT CODE) PARCEL MERGER NO. 13 -0058 TAVERAE 713112013 1:13 PM Pages: 9 Being a merger and re- subdivision of those portions of land shown as Parcel 1 of Lot Line Adjustment No. 10 -0462 as evidenced by that certain Certificate of Compliance recorded May 13, 2011 as Document No. 21 1062660 and Lots 2, 3 & 4 of Tract 3412 recorded July 16, 1970 in Book 19 of Maps at Page 90, all filed in the office of the Kern County Recorder, being portions of the Northeast quarter of Section 10, T. 30 S., R. 27 E., M. D. M. and the Northwest quarter of Section 11, T. 30 S., R. 27 E., M. D. M., in the City of Bakersfield, County of Kern,, State of California. Assessor's Parcel Number: 355 - 010 -12, 440 - 190 -02, 440 - 190 -03 & 440 - 190 -04 Property Owners: Ming and Wible Center, LLC, a California Limited Liability Company This Certificate of Merger is being issued and recorded for 3 parcel. At the request of the property owner and in accordance with Bakersfield Municipal Code Chapter 1638, the undersigned City Engineer of the City of Bakersfield, acting herein on behalf of the City of Bakersfield, states that those portions of land described above are hereby deemed merged in accordance with provisions of the Subdivision Map Act of the State of California and Chapter 16 of the City of Bakersfield Municipal Code. The resulting merged parcel is described on the attached Exhibit "A" and shown on the attached Exhibit This certificate relates only to issues of compliance or noncompliance with the Subdivision Map Act and ]ocal ordinances enacted pursuant thereto. The parcel 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 parcel may require issuance of a permit or permits, or other grant or grants of approval. Dated: April 23, 2013 RA U L M. ROJ AS RCE No. C -39880 Expiration December 31, 2013 City Engineer City of Bakersfield SIGNATURE MUST BE NOTARIZED Page 1 of 9 S: \Land Division \Minor Land Div \mergers \2013 \13 -0058 com.doc 37.00 0.00 0.00 $37.00 CALIFORNIA ALL- PURPOSE ACKNOWLEDGMENT State of California County of KERN On April 26, 2013 before me, Lynda K -9-kinne-r. tary _ •_ Date Here Insert Name and 1 le of the Officer CIVIL CODE § 1189 personally appeared Raul M Roj as Public :Works Director Name(s) of Signer(s) City of Bakersfield , OA K. SKiNR Col'1'it{'1 salon # 2007735 .Notary. Publin - WHOMIn Kern County �► ` M Comm. Expires Feb 15, 20; 7 Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the person( whose named is /mac subscribed to the within instrument and acknowledged to me that 11b executed the same in his/ber. 4 authorized capacity (ss�, and that by his /Lu.{4peirW signature( on the instrument the persono, or the entity upon behalf of which the person%,l acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official al. i Signature: 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. Descri ptlon o ttached Document Title or Type of Doc ent: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Individual RIGHT THUMBPRINT! OF ❑ Partner — ❑ Limited ❑ General Top of thumb here ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Number of Pages: Sigprer's Name: Corporate Officer — Title(s): ❑ In ' idual ❑ Partne ❑Limited ❑General ❑ Attorney in ct El Trustee ❑ Guardian or Conse for ❑ Other: Signer Is Representing: © 2010 National Notary Association - NationalNotary.org - 1- 800 -US NOTARY (1 -800- 876 -6827) Item #5907 EXHIBIT "A" PARCEL MERGER NO. 13 -0058 BEING A MERGER AND REDIVISION OF PARCEL B OF LOT LINE ADJUSTMENT NO. 10 -1462, PER CERTIFICATE OF COMPLIANCE RECORDED MAY 13, 2011 AS DOCUMENT NO. 2110626601 OF OFFICIAL RECORDS IN THE OFFICE OF THE KERN COUNTY RECORDER, TOGETHER WITH LOTS 2, 3 AND 4 AS SHOWN ON THAT CERTAIN MAP OF TRACT NO. 3412, FILED IN BOOK 19, PAGE 90, KERN COUNTY RECORDS. ALSO BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 10 AND THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL A COMMENCING AT THE NORTHEAST CORNER OF SECTION 10, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN; THENCE ALONG THE EAST LINE OF SAID SECTION 10, SOUTH 000 34'20" WEST, A DISTANCE OF 55.98 FEET TO A POINT ON THE CENTERLINE OF MING AVENUE, SAID POINT ALSO BEING ON A NON - TANGENT CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 2,800.00 FEET, A RADIAL TO SAID POINT BEARS NORTH 100 15'24" WEST, SAID POINT BEING THE TRUE POINT OF BEGINNING; 1) THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND SAID CENTERLINE, THROUGH A CENTRAL ANGLE OF 20 54'13"1 AN ARC DISTANCE OF 141.90 FEET; 2) THENCE SOUTH 00 34'20" WEST, ALONG THE CENTERLINE OF CANTER WAY, A DISTANCE OF 367.18 FEET TO A POINT ON THE EASTERLY PROLONGATION OF THE NORTH LINE OF LOT 5 OF TRACT NO. 34121 FILED IN MAP BOOK 19, PAGE 90, KERN COUNTY RECORDS; 3) THENCE NORTH 89025'40" WEST, ALONG SAID NORTH LINE AND SAID PROLONGATION, A DISTANCE OF 139.99 FEET TO THE NORTHWEST CORNER OF SAID LOT 5; 4) THENCE SOUTH 0034'20" WEST, ALONG THE WEST BOUNDARY OF SAID TRACT NO. 3412, AND ITS SOUTHERLY PROLONGATION, A DISTANCE OF 147.79 FEET; 5) THENCE NORTH 900 00'00" WEST, A DISTANCE OF 55.22 FEET; Sheet 3 of 9 Sheets 6) THENCE NORTH 00 09'01" WEST, A DISTANCE OF 369.24 FEET; 7) THENCE SOUTH 890 52'02" WEST, A DISTANCE OF 14.50 FEET; 8) THENCE NORTH 15001'13" WEST, A DISTANCE OF 105.59 FEET TO A POINT ON THE CENTERLINE OF MING AVENUE, BEING A POINT ON A NON- TANGENT CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 2800.00 FEET, A RADIAL TO SAID POINT BEARS NORTH 120 24'21" WEST; 9) THENCE NORTHEASTERLY ALONG SAID CENTERLINE AND SAID CURVE, THROUGH A CENTRAL ANGLE OF 20 08'56"1 AN ARC DISTANCE OF 105.02 FEET TO THE TRUE POINT OF BEGINNING. CONTAINS: GROSS AREA = 1.87 ACRES, MORE OR LESS NET AREA = 1.30 ACRES, MORE OR LESS PARCEL B COMMENCING AT THE NORTHEAST CORNER OF SECTION 10, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN; THENCE ALONG THE EAST LINE OF SAID SECTION 10, SOUTH 000 34'20" WEST, A DISTANCE OF 55.98 FEET TO A POINT ON THE CENTERLINE OF MING AVENUE, SAID CENTERLINE ALSO BEING ON A NON - TANGENT CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 2,800.00 FEET, A RADIAL TO SAID POINT BEARS SOUTH 100 15'24" EAST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND SAID CENTERLINE, THROUGH A CENTRAL ANGLE OF 20 08'56"1 AN ARC DISTANCE OF 105.02 FEET, TO THE TRUE POINT BEGINNING; 1) THENCE SOUTH 150 01'13" EAST, A DISTANCE OF 105.59 FEET; 2) THENCE NORTH 890 52'02" EAST, A DISTANCE OF 14.50 FEET; 3) THENCE SOUTH 0009'01" EAST, A DISTANCE OF 204.68 FEET; 4) THENCE NORTH 890 59'58" WEST, A DISTANCE OF 94.67 FEET; 5) THENCE SOUTH 75043'15" WEST, A DISTANCE OF 55.87 FEET; 6) THENCE NORTH 8021" 07" WEST, ALONG THE WESTERLY BOUNDARY OF SAID PARCEL B, A DISTANCE OF 182.46 FEET; Sheet q of 9 Sheets 7) THENCE NORTH 150 50'29" WEST, CONTINUING ALONG SAID WESTERLY BOUNDARY, A DISTANCE OF 102.83 FEET TO A POINT ON THE CENTERLINE OF MING AVENUE, SAID POINT BEING A NON - TANGENT CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 27800.00 FEET, A RADIAL TO SAID POINT BEARS NORTH 150 50'28" WEST; 8) THENCE NORTHEASTERLY ALONG SAID CURVE, THROUGH THE CENTRAL ANGLE OF 30 26'08"7 AN ARC DISTANCE OF 167.89 FEET TO THE TRUE POINT OF BEGINNING. CONTAINS: GROSS AREA = 1.13 ACRES, MORE OR LESS NET AREA = 0.86 ACRES, MORE OR LESS PARCEL C COMMENCING AT THE NORTHEAST CORNER OF SECTION 10, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN; THENCE ALONG THE EAST LINE OF SAID SECTION 10, SOUTH 000 34'20" WEST, A DISTANCE OF 55.98 FEET TO A POINT ON THE CENTERLINE OF MING AVENUE, SAID CENTERLINE ALSO BEING ON A NON - TANGENT CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 2,800.00 FEET, A RADIAL TO SAID POINT BEARS SOUTH 100 15'24" EAST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND SAID CENTERLINE, THROUGH A CENTRAL ANGLE OF 20 08'56"1 AN ARC DISTANCE OF 105.02 FEET; THENCE SOUTH 15001'13" EAST, A DISTANCE OF 105.59 FEET; THENCE NORTH 890 52'02" EAST, A DISTANCE OF 14.50 FEET; THENCE SOUTH 00 09'01" EAST, A DISTANCE OF 204.68 FEET TO THE TRUE POINT BEGINNING; 1) THENCE CONTINUING SOUTH 00 09'01" EAST, A DISTANCE OF 164.56 FEET; 2) THENCE SOUTH 900 00'00" EAST, A DISTANCE OF 55.22 FEET TO A POINT ON THE WEST BOUNDARY OF TRACT NO. 3411, FILED IN MAP BOOK 20, PAGE 164, KERN COUNTY RECORDS; 3) THENCE SOUTH 00 34'20" WEST, ALONG SAID WEST BOUNDARY, A DISTANCE OF 158.15 FEET TO THE NORTHEAST CORNER OF TRACT NO. 3565, FILED IN MAP BOOK 25, PAGE 167, KERN COUNTY RECORDS; 4) THENCE NORTH 890 25'40" WEST, ALONG THE NORTH LINE OF SAID TRACT NO. 35657 A DISTANCE OF 217.50 FEET TO THE SOUTHWEST CORNER OF PARCEL B OF SAID LOT LINE ADJUSTMENT NO. 10 -0462; Sheet 5 of 9 Sheets l6 A 5) THENCE NORTH 00 34'20" EAST, ALONG THE WEST BOUNDARY OF SAID PARCEL B, A DISTANCE OF 304.28 FEET TO A POINT ON A NON - TANGENT CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 555.50 FEET, A RADIAL TO SAID POINT BEARS NORTH 140 48' 10" WEST; 6) THENCE NORTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 10 02'20"7 AN ARC DISTANCE OF 10.07 FEET; 7) THENCE NORTH 75043'15" EAST, A DISTANCE OF 55.87 FEET; 8) THENCE SOUTH 890 59'58" EAST, A DISTANCE OF 96.47 FEET TO THE TRUE POINT OF BEGINNING. CONTAINS: GROSS AND NET AREA = 1.38 ACRES, MORE OR LESS Zee ATE Sheet 6 of 9 Sheets BEING A MERGER AND RED114SION OF PARCEL B OF LOT LINE ADJUSTMENT NO. 10 -0462, PER INSTRUMENT NO. 211062660, OF OFFICAL RECORDS IN THE OFFICE OF THE KERN COUNTY RECORDER, TOGETHER WITH LOTS 2, 3, & 4 AS SHOWN ON THAT CERTAIN MAP OF TRACT NO. 3412, FILED IN BOOK 19 PAGE 90, KERN COUNTY RECORDS. ALSO BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 10 AND THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.B. &M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA BASIS OF BEARINGS THE CENTERLINE Of RA/MREE COURT IS TAKEN TO BE N8'21'070W AS SHOWN ON CERAfICATE OF COMPLIANCE FOR LOT LINE ADJUSTMENT N0. 10 -0462 RECORDED MAY 13, 2011 AS INSTRUMENT N0. 0211062660, OF OFf7ClAL RECORDS. PREPARED B Y." PETER D. COHRS Ar PRECISION CIVIL ENGINEERING, INC. EASEMENT FOR PUBLIC 1234 0 STREET STREET PURPOSES, DOCI FRESNO, G4 93721 0211100421, 0. R. PROPERTY OWNER: 5' PUE PER TRACT NO. 3412, M/NG AND WIBLE CENTER, LLC, BK. 19, PG. 90, 0. R. (TO BE A CALIFORNIA LIMITED LIABILITY COMPANY � O FD. BRASS DISC IN WELL LEGEND: SUNDALE AVE AO EASEMENT FOR PUBLIC HIGHWAY PURPOSES, BK. 3965, PG. 963, O.R. © EASEMENT FOR PUBLIC STREET PURPOSES, DOCI 0211100421, 0. R. © 5' PUE PER TRACT NO. 3412, BK. 19, PG. 90, 0. R. (TO BE ABANDONED) O FD. BRASS DISC IN WELL UNLESS NOTED OTHERWISE () RECORD PER LLA 10 -0462 CERT OF COMP DOC. NO. 020211062660, RECORDED MAY 13, 2001, K.C. D.R. K. C. D. R. KERN COUNTY OFFICIAL RECORDS STATISTICS: APN: 350 - 010 -12 -00 WATER: CALIFORNIA WATER SERVICE COMPANY POWER: PACIFIC GAS & ELECTRIC COMPANY GAS: SOUTHERN CALIFORNIA GAS COMPAYNY SEWER: CITY OF BAKERSFIELD TELEPHONE.• AT &T CABLE TV: BRIGHTHOUSE NETWORKS EXISTING ZONING: C2 PROPOSED ZONING: C2 EXISTING LAND USE: VACANT PROPOSED LAND USE: COMMERCIAL G.P. MCU �O LAND S�� v Q�. 'S,� _ o J J6-30-13 � * Exp. O \�Q F CA1- VJCAff Mo4P NOT TO SCALE EX /STING PARCEL NOTES p EX. LOT 2 OF TRACT NO 3412, BOOK 19, PAGE 90. 0.18 ACRES APN.•440- 190 -02 EX0� . LOT 3 OF TRACT NO 3412, BOOK 191 pA PAGE 90. 0.18 ACRES APN. -440- 190 -03 pA EX. LOT 4 OF TRACT NO 3412, BOOK 19, PAGE 90. 0.18 ACRES APN :440 - 190 -04 EXH/B/T B PROJECT NAME: W es ��m� ffah" SOUTHWEST CORNER OF SNMT r� "gam ffmP� DESCRIPTION: MING & CANTER CIVIL ENGINEERING, INC. PARCEL MERGER NO. 13 -0058 ��e TITLE SHEET 3-18-13 12 -065 : �' r L RADIAL TABLE LINE/ DIRECTION (DIRECT /ON) Rf N155028"W (S15050"290E) R2 N10'15'24 'W (S10'15'25'°£) R3 N0721'11 "W (SO 721 -'l 1 "E) R4 N14'48'10"W (S14048'10"E) R5 N045'50"W (S13'45'S0NE) ELi i 32') N • S L-227 , G • M ,221.33' 0 � � 41.3g '0e' ) 8000 13' 729) R%;2 4!39 '07 D = , 13' 3. I 61� 6 � �` � c� off' L 0 •' o ?, C .� 0r ►�, N � Q Z lu u ri VMS N m N Q O m V ul ul Q • DOWN 4' LAND D. CD G _ o J LS 5096 M * Exp. Date 6 -30 -13 CAL\F��\Q POSITION FOR NE COR. OF SEC. 10, T30S, R27E, M.D.B. &M. PARCEL 1 TRUE PO /NT OF BEG /NN i T =136.56 cr oNc PO /NT OF COMMENCEMENT FLUSH - SO'34'20'"W 55.98' r 534'04 , - 2200'p0 �, � .272.91) (R T= 136.56, L- ,` L= 141.90' , 5p4 •3 ' R_28pp.00 ,27 2.91 cn R_2gp0.00 �3" A=2'54#1 oto ., ., � L (S15.50'29' L =102.849 • '� , T =70.97 (L= 141.91 �� , o � h 3 N 15 50 29 W 102.83 L ?=2800 .00) ( 5414') (T= 7o.97) b b I C tv 3 N O Z I cr- 0 b N O N 0 �W N o © '�z h I I (S89-24'40'E 139.99 I �.- S89'25'40'E 139.99' �I co � N 00' 0 0 •' o o PARCEL B OF AROEL 2 o 0 I.- S89.25'40'E 139.99' 0 ,3 N 3 o ARG�EL 3 N � 30' 30' S89.25'40'E 139.99' EASTNG PARCEL B OF $ P LL.A NO 10 -0462 1 �,.. 3.70 AC 9 109. -, 9 .30.00 ' AM o) j �- N89'25'40'W 139.99' ''• 30' 30' CR L =10.07 R-555.50 '02'20' c� A =1 T =5.04' o (L =10.07) (R-555.50) Q I (d =1. 02'20') (T=5.049 �. h N ° tkX% & TAG b IN WELL Q u 089 25 40'W L= 217.509 ` SO • N89'25'40'W 217.50' $1�' TR,4CT CIO. 3555 BK. 125, PIS 157 a �7 EXISTING PARCEL NOTES: PETER D. COHRS TE P EX. PARCEL AS DESCRIBED ON SHEET 1' = 100' af/ /B/T B PROJECT NAME: ' SOUTHWEST CORNER OF Sys DESCRIPTION: MING � CANTER a �e i CIVIL ENGINEERING, INC. PARCEL MERGER NO. 13 -0058 AS EXISTING 3-18-15 12 -065 POSITION FOR NE COR. OF SEC. 10, 00S, R27E, M.D.B. &M. PARCEL B TRUE POINT OF BEGINN /NG N 1"= 100' &A I AVENUE/ G MAN N1550'29 "W 102.83' ohb" oh o Z L 00 0 L= 10.07, 0G �. R= 555.50 100L./ d = 1'02'20" z ui T -5.04' RADIAL TABLE Van N LINE # DIRECTION � Q Rl N150502a°w Rz N1r2421 °w WR3 N10'15'24 "W R4 NOT21'11'W R5 S14'48'10 "E � R6 S1345050 "E • b DOWN 4" 77167.8 opf R:: 30 n 3 26 -•i T,83.97 o N S89'52'02 "W 14.50' ADJUSTED PARCEL B POINT OF COMMENCEMENT I—SVJ4020V 55.98' cn L =141 • p p L 05•p2' .100' 7800.R 56 R-?8� °o Q -2 54913 T 7p•97, A=2•p8 ' T.52.52 3 1.13 AC (GROSS) c-i 0.86 AC (NET) Ln W N 0 cp N75 4315E 55.87 N89'59'58 "W 96.471-----*' PARCEL C TRUE POINT OF BEGINNING N 3 0 0 z �' A N D S(/ t N89'25'40V 21 Z50' Coy L� TRACT NO. 3555 J LS 5096 B'K. 25, PG 157 Exp. Date 6 -30 -13 t�ll xo4p �F p CA1- l PETER D. COHRS ATE F PARCEL A TRUE POINT OF BQ� I BEGINNING 0 ADJUSTED PARCEL A 1.87AC (GROSS) 7.30 AC (NET) I� 00 0 N °o FLUSH 1--N8902540 "W 139. 9L''ol 1 30' 30' 90 1 >44 QI o N NAIL & TAG b IN WELL cr, I Q h V �6A 0, c� Solt - EXH /B/T B PROJECT NAME: ' SOUTHWEST CORNER OF r� �`������ DESCRIPTION: �� CIVIL ENGINEERING, INC. PARCEL MERGER NO. 13 -0058 M /NG 8r CANTER 8 OY� e AS MERGED & REDIVIDED 3 -18 -13 12 -065 ADJUSTED N PARCEL C 14: 1.38 AC (GROSS) R 1.38 AC (NET) 0 "W N90'00'00 55.22' �' A N D S(/ t N89'25'40V 21 Z50' Coy L� TRACT NO. 3555 J LS 5096 B'K. 25, PG 157 Exp. Date 6 -30 -13 t�ll xo4p �F p CA1- l PETER D. COHRS ATE F PARCEL A TRUE POINT OF BQ� I BEGINNING 0 ADJUSTED PARCEL A 1.87AC (GROSS) 7.30 AC (NET) I� 00 0 N °o FLUSH 1--N8902540 "W 139. 9L''ol 1 30' 30' 90 1 >44 QI o N NAIL & TAG b IN WELL cr, I Q h V �6A 0, c� Solt - EXH /B/T B PROJECT NAME: ' SOUTHWEST CORNER OF r� �`������ DESCRIPTION: �� CIVIL ENGINEERING, INC. PARCEL MERGER NO. 13 -0058 M /NG 8r CANTER 8 OY� e AS MERGED & REDIVIDED 3 -18 -13 12 -065