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HomeMy WebLinkAbout07-2081REQUESTF,D BY AND WHEN RECORDED', MAIL TO: CITY ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA. 93301 R= Requested By Ya t i oral Title James W. Fitch Assessor— Recorder Kern County Official Records Recorded at the request of Fidelity Title ooca: 0209057802 CERTIFICATE OF COMPLIANCE (SECTION 66499.35, GOVERNMENT CODE) TELFORDT 4/2412009 8:00 AID Stat Types: 1 Pages: % Fees 27.88 Taxes 8.88 Others 0.88 PAID $27.00 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 of LOT LINE ADJUSTMENT 07 -2081, being an adjustment of the boundaries of the following portions of land: 1. Parcel "A" of Parcel Map 11022 recorded September 15, 2005 in Parcel Map Book 54, Page 28; 2. Southeast quarter of Section 25, T. 30 S., R. 26 E., M. D. M. per Grant Deed recorded February 9,1924 in Book 13, Page 15, O.R.; all as filed and recorded in the office of the Kern County Recorder, and being a portion of the Northeast quarter of Section 36, T. 30 S., R. 26 E., M. D. M and the Southeast quarter of Section 25 T. 30 S., R. 26 E., M. D. M., in the City of Bakersfield, County of Kern, State of California l Property Owner: PB4 Ventures, LLC, a Delaware Limited Liability Company PB2 Ventures, LLC, a Delaware Limited Liability Company Assessor's Parcel Numbers: 524 - 011 -08 and 524 - 016 -08 This Certificate of Compliance is being issued and recorded for - 2 parcels. This certificate relates only to issues of compliance or noncompliance with the Subdivision Map Act and local ordinances enacted pursuant thereto. The parcels described herein may be sold, leased, or financed without further compliance with the Subdivision Map Actor 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: April 16, 2009 RAU I.,wl. ROJAS RCE No. C -39880 Expiration December 31, 2009 City Engineer City of Bakersfield Signature must be notarized Page 1 of 7 SALand Division \Minor Land Div \LLA\2007 \07 -2081 coc.doc CALIFORNIA ALLmPURPOSE ACKNOWLEDGMENT State of California County of KERN On April 17, 2009 before me, Lyn Skinner, Notary Public Date Here Insert Name and Title of the Officer personally appeared Raul M Roj as Public Works Direct &pe(s) of Signer(s) City of Bakersfield �iY��AV► UlN SKWIER Commission # 1825202 Motary Public - CaNtornia Kern County 06 iA Comm. Expires Dec 4.2012 Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the person() whose names) is /ara subscribed to the within instrument and acknowledged to me that he /sheAtHer executed the same in his AeOtheir authorized capacity(k*, and that by his / �Heir signature(e) on the instrument the person(, or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS y and an fficial seal. 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. Description of Attached Document Title QrT a of Document: Yp Document Date:-,,_ Signer(s) Other Than Name Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): _ ❑ Partner — El Limited El General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservat ❑ Other: Signer Is Repre *nting: Number of- Flaaes: Signer's Name: ❑ Incliviclual ❑ Corporate ff icer — Title(s): ❑ Partner — D Li 'ted F-1 General E] Attorney in Fact � ❑ Trustee \ ❑ Guardian or Conservator � ❑ Other: Signer Is Representing: i`✓i i`✓i�✓G�✓G `✓.�✓G�✓.�✓i`✓ `✓i�✓G G,✓G�✓i`✓.��'%i�✓.�✓i�✓i ✓G&✓i�✓1`✓GN✓.S i`✓i`✓GS Is✓ G`✓i`✓i`✓.�✓.�✓ ✓G ✓G�✓i`✓G�✓i`✓i`✓i�✓G'✓.`✓. EXHIBIT "A" LLA #07 -2081 LEGAL DESCRIPTION BEING AN ADJUSTMENT OF THOSE PORTIONS OF LAND SHOWN AS THE SOUTHEAST QUARTER OF SECTION 25, T. 30 S., R. 26 E., M.D.M. PER DEED RECORDED IN BOOK 13 PAGE 151, O.R. AND PARCEL A OF PARCEL MAP NO. 10122 RECORDED SEPTEMBER 15, 2005 IN BOOK 54 OF PARCEL MAPS AT PAGE 27 AND 28, ALSO BEING A PORTION OF THE NORTH- EAST QUARTER OF SECTION 36, T. 30 S., R. 26 E., M.D.M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL l: BEGINNING AT THE SOUTHEAST CORNER OF SECTION 25 AND THE NORTHEAST CORNER OF PARCEL A OF PARCEL MAP NO. 11022, SAID CORNER MARKED BY A KERN COUNTY SURVEYOR' S CONCRETE MONUMENT IN LAMPHOLE; THENCE SOUTH 00 054'52" WEST ALONG THE EAST LINE OF PARCEL A OF P.M. 11022 AND THE NORTHEAST QUARTER OF SECTION 36 AND THE CENTERLINE OF BUENA VISTA ROAD, 139.53 FEET TO THE CENTERLINE INTERSECTION OF BUENA VISTA ROAD AND McCUTCHEN ROAD; THENCE NORTH 89 024'46" WEST, 99.66 FEET TO THE BEGINNING OF A CURVE CON - CAVE TO THE NORTHEAST HAVING A RADIUS OF 2000.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10 001'36" AN ARC LENGTH OF 350.00 FEET; THENCE NORTH 79 °23' 10" WEST, 450.50 FEET TO THE BEGINNING OF A CURVE CON- CAVE TO THE SOUTHWEST HAVING A RADIUS OF 2000.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10 001'36" AN ARC LENGTH OF 350.00 FEET TO THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25; THENCE ALONG THE BOUNDARY OF THE SOUTHEAST QUARTER OF SECTION 25 THE FOLLOWING FOUR COURSES; NORTH 89 024'46" WEST ALONG THE SOUTH LINE, 1403.32 FEET TO THE SOUTHWEST CORNER; NORTH 00 058'08" EAST ALONG THE WEST LINE, 2641.01 FEET TO THE NORTHWEST CORNER; SOUTH 89024518"' EAST ALONG THE NORTH LINE, 2644.40 FEET TO THE NORTHEAST CORNER AND THE CENTERLINE OF BUENA VISTA ROAD; SOUTH 00 058'53" WEST ALONG THE EAST LINE AND THE CENTERLINE OF BUENA VISTA ROAD, 2640.65 FEET TO THE TRUE POINT OF BEGINNING. CONTAINS: 162.44 ACRES, MORE OR LESS SHEET 3 OF 7 SHEETS PARCEL 2: COMWNCING AT THE NORTHEAST CORNER OF SECTION 36 AND PARCEL A OF PARCEL MAP NO. 11022, SAID CORNER MARKED BY A KERN COUNTY SURVEYOR' S CONCRETE MONUMENT IN LAMPHOLE; THENCE SOUTH 00054"52" WEST ALONG THE EAST LINE OF PARCEL A OF P.M. 11022 AND THE NORTHEAST QUARTER OF SECTION 36 AND THE CEN- TERLINE OF BUENA VISTA ROAD, 139.53 FEET TO THE CENTERLINE WMRSECTION OF BUENA VISTA ROAD AND MGCUTCHEN ROAD AND THE TRUE POINT OF BEGINNING; THENCE ALONG THE BOUNDARY OF PARCEL A OF PARCEL MAP NO. 11022 THE FOLLOWING EIGHT COURSES; SOUTH 00054"5T" WEST ALONG THE EAST LINE OF THE NORTHEAST QUAR- TER. OF SECTION 36 AND THE CENTERLINE OF BUENA VISTA ROAD, 246.33 FEET; NORTH $9 005'08" WEST, 933.38 FEET; SOUTH 00 054'52" NEST, 933.38 FEET; SOUTH 89 005'08" EAST, 933.38 FEET TO THE EAST LINE OF THE NORTHEAST QUARTER. OF SECTION 36 AND THE CENTERLINE OF BUENA VISTA ROAD SOUTH 00054952" WEST ALONG THE EAST LINE OF THE NORTHEAST QUAR- TER OF SECTION 36 AND THE CENTERLINE OF BUENA VISTA ROAD, 1319.23 FEET TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SEC - TION 36; NORTH 89 028'23" WEST ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER DF SECTION 36, A DISTANCE OF 2643.95 FEET TO THE SOUTH - WEST CORNER OF THE NORTHEAST QUARTER OF SECTION 36; NORTH 00 055'01" EAST ALONG THE WEST LINE OF THE NORTHEAST QUARTER OF SECTION 36, A DISTANCE OF 2641.25 FEET TO THE NORTH- WEST CORNER OF THE NORTHEAST QUARTER OF SECTION 36; SOUTH 89 024'46" EAST ALONG THE NORTH LINE OF THE NORTHEAST QUARTER. OF SECTION 36, A DISTANCE OF 1403.32 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 2000.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10 001'36" AN ARC LENGTH OF 350.00 FEET; THENCE SOUTH 79 °23' 10" EAST, 450.50 FEET TO THE BEGINNING OF A CURVE CON - CAVE TO THE NORTHEAST HAVING A RADIUS OF 2000.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10 °01'36" AN ARC LENGTH OF 350.00 FEET; THENCE SOUTH 89024'46" EAST, 99.66 FEET TO THE TRUE POINT OF BE CONTAINS: 138.08 ACRES, MORE OR LESS -, LLA07- 2081 -LGL � s 5565 SHEET 4 OF 7 SHEETS 67 -9�� • 9-3100 OF c� i f LOT LINE ADJUSTMENT #07-2081 EXHIBIT »B» PARCEL A OF PARCEL MAP NO. 11022 RECORDED SEPTEMBER PANAMA LANE 15, 2005 IN BOOK 54 OF PARCEL MAPS AT PAGE 27 AND 28 AND THE SOUTHEAST QUARTER OF SECTION 25, T. 30 S., R. 26 SEC. 25, 30/26 ¢SEC. 30, 30/27 E., M.D.M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, o CD o STATE OF CALIFORNIA PER DEED RECORDED FEBRUARY 9, 1924 IN BOOK 13, PAGE 15, O.R. McCUTCHEN ROAD LLJ PREPARED BY. NOTE. SMITHTECH /USA, INC. THIS MAP IS PRO -" SEC. 31, 30/27 1424 17th STREET VIDED FOR ILLUSTRATIV v` '�'` z z BAKERSFIELD CA 93301 .� SEC, 3s, 3o /2s L w o PURPOSES ONLY. o � 5m cC-10 m BASIS OF BEARINGS: �J - /,.o g "THE BEARING OF N 89 °24'05" W ALONG T�' 9.3 ©• '` HE SOUTH ,� �. ��► LINE OF THE SOUTHWEST QUARTER OF SECTION 25QF C A T. 30 S., R. 26 E., M.D.M., ALSO BEING THE CENTER- LINE OF McCUTCHEN ROAD AS SHOWN ON FILED MAP 7 -11 BK. 6, PG. 32 FILED IN THE KERN COUNTY SUR- VEYOR'S OFFICE WAS TAKEN AS THE BASIS OF BEAR- INGS SHOWN HEREON." LEGEND: • FOUND MONUMENT AS DESCRIBED B. C. BRASS CAP K.C.S.F.B. KERN COUNTY SURVEYOR'S FIELD ELECTRIC: BOOK K. C. S.C.M. KERN COUNTY SURVEYOR'S CONCRETE CABLE: MONUMENT L.H. LAMPHOLE CPR. PT. COPPER POINT M.D.M. MOUNT DIABLO MERIDIAN STATISTICS ZONE: R -1 PUD & C -2 WATER: CITY OF BAKERSFIELD SEWER: CITY OF BAKERSFIELD ELECTRIC: P. G. & E. GAS: P. G. & E. CABLE: BRIGHTHOUSE NETWORKS TELEPHONE: SBC AP N S.E. /4. 524-110-08 APN PAR. "A ": 524 - 160 -08 OWNER: P132 VENTURES, LLC - PARCEL "A" OF P.M. 11022 PB4 VENTURES, LLC - S.E. /4 OF SEC. 25, 30/26 900 TRUXTUN AVE., STE. 330 BAKERSFIELD CA 93301 PROPERTY DESCRIPTIONS SOUTHEAST QUARTER OF SECTION 25, 30/26, M.D.M. PER DEED RECORDED IN BK. 137 PG. 15, O.R. PARCEL "A" OF P.M. 11022, P.M.B. 54, PG. 27 & 28 S.E. /4 OF SEC. 25 PER BK. 131 PG. 15, O.R. S.E. COR. OF SEC. 25, 30/26, M.D.M. N 89 °24'46" W a a 0 w � z � W co o z V cm-p PARCEL A c?, P. M. 11022 Lu N Lc) L1 L N CD J z DETAIL "A" N TS TAFT HIGHWAY 1 (119) i VICINITY MAP N.T.S. 0 a w 0 PARCEL 1 ;� Z S.E. COR. OF � co W SEC. 25, 30/26, ° M.D.M. z V 139.53' M ��--� L3 L4 C1 � - ►� PARCEL 2 w N N L1 n N J z DETAIL "B" N TS EASEMENTS: (D30' WIDE PUBLIC HIGHWAY EASEMENT TO THE COUNTY OF KERN PER SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY IN -SEC. 25, 30/26, M.D.M. AND PER VOL. 7, PG. 314 OF MINUTE BOOKS. 0 30' WIDE PUBLIC HIGHWAY EASEMENT TO THE COUNTY OF KERN PER VOL. 7, PG. 314 OF MINUTE BOOKS. 30' WIDE INGRESS AND EGRESS EASEMENT IN FAVOR OF DESTEFANI FARMS PER BK. 66962 PG. 1688, O.R. ® STREET RIGHT -OF -WAY DEDICATION TO THE CITY OF BAKERSFIELD BY SEPERATE INSTRUMENT. KERN COUNTY LAND COMPANY EASEMENTS PER BK. 137 PG. 15, O.R. (UNABLE TO LOCATE FROM RECORD). TENNECO WEST, INC. PUBLIC ROADS AND HIGHWAYS, PIPELINES, TELEPHONE AND ELECTRIC POWER LINES EASEMENT PER BK. 4818, PG. 3273 O.R. (UNABLE TO LOCATE FROM RECORD). SHEET 5 OF 7 SHEETS 0 SCALE: 1 LOT LINE ADJUSTMENT J07 -2081 "THIS MAP IS PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY." N 1/4 COR. OF SEC. 25, 30/26, M.D.M. = 1000' FD. K.C.S.C.M. IN L.H. 0 W. 1/4 COR. OF SEC. 25, -0 30/26, M.D.M. "' CALC. POSITION AT SPLIT N 89 °24'18i� LINE TABLE LINE 2643.91' d- Q co r N�� \ a- e-- I C) °�1 CD a- N 0-) 0- CN L w V) W w J o N W - O --J U �-�- Cn 0 �. r-*,) � O — J cn N of C-0 sLo °LuC6 '-'-zo °° o ' ��m�m CbD ° N t�0 z x U�rcNQ .- .00zes caj o � ": Po LL_ � cr5Inm z 160.30 AC. � oO � N 89 24 05 W 2643.03 CD BASIS OF BEARINGS M.D.M. McCUTCHEN ROAD z C''' FD. K.C.S.C.M. IN L.H. PER N N P.M.B. 54, PG. 27 & 28 L1 FILED MAP 7 -1 BK. 6, PG. 32 w 1 w N NI �; I W. 1/4 COR. OF SEC. 36, 30/26, M.D.M. z FD. 4 "x4" CONC. MON. 1.5' DN. PER FILED MAP 7 -1, BK. 6, PG. C, 32 CALC. POSITION AT INTER- 2643.58' LINE TABLE LINE BEARING DISTANCE L1 L2 N 89"05'08" W N 00 °54'52" E 933.38' 933.38' r 00 w 00 O ^_ CD C-0 z N E. 1/4 COR. OF SEC. 25, 30/261 - M.D.M. FD. 3" B.C. MKD. LS 1911 IN L.H. PER FILED MAP 7 -1 BK. 6, PG. 32 5288.31' — 2644.40' N 89 °24'46" W 2643.82' (2643.7511 CTR. OF SEC. 25, 30/26, SEE DETAIL "A" M.D.M. i (SH. 1 CALC. POSITION AT INTER- 3 L1 Q o SECTION OF 1/4 CORS. Lo S.E. /4 OF SEC. 25, 30/26, � N N M.D.M. PER DEED IN BK. 13, PER K. C S.F.B. 863, � �'A¢� � � � oo � '--' PG. 15, O.R. � Lo z 160.30 AC. � oO � S.E. COR. OF SEC. 25, 30/26, N CD M.D.M. I z C''' FD. K.C.S.C.M. IN L.H. PER co CN N P.M.B. 54, PG. 27 & 28 L1 FILED MAP 7 -1 BK. 6, PG. 32 � 1 w EXHIBIT °8° AS EXISTING N 89 °28' 23" 1 W LEGEND: ( ) RECORD INFORMATION PER P.M. 11022 P.M.B. 54, PG. 27 & 28 5287.53' E. 1/4 COR. OF SEC. 36, 30/26, M.D.M. FD. K.C.S.C.M. IN L.H. PER FILED Q0 MAP 7 -1 BK. 6, PG. 32 N `I /—S. 1/4 COR. OF SEC. 36, �/ 30/26, M.D.M. CALC. POSITION AT SPLIT LAND S�j9 s�i� �. 5565 A SHEET 6 OF 7 SHEETS N 89 °24'46" W 2643.82' (2643.7511 SEE DETAIL "A" (SH. 1 3 L1 FD. NAIL IN PAVEMENT (933.38') ^ z PER K. C S.F.B. 863, � �'A¢� � � � oo � '--' o CN4 P G. 18 N P.M. Im 10 72?Jo6 0o Q � PARCEL A Pa. 27 & 28N N P.M. 11022 933.38 w co CN N P.M.B. 54, PG. 27 & 28 L1 c� w 140.22 AC. NI �; I N CTR. OF SEC. 36, 30/267 o CD M.D.M. 2 z C, CALC. POSITION AT INTER- C) SECTION OF 1/4 CORS. �2- I 2643 95' 264 3 95 T- N 89 °28' 23" 1 W LEGEND: ( ) RECORD INFORMATION PER P.M. 11022 P.M.B. 54, PG. 27 & 28 5287.53' E. 1/4 COR. OF SEC. 36, 30/26, M.D.M. FD. K.C.S.C.M. IN L.H. PER FILED Q0 MAP 7 -1 BK. 6, PG. 32 N `I /—S. 1/4 COR. OF SEC. 36, �/ 30/26, M.D.M. CALC. POSITION AT SPLIT LAND S�j9 s�i� �. 5565 A SHEET 6 OF 7 SHEETS LINE TABLE LINE LOT LINE ADJUSTMENT L1 N 89005 08" W EXHIBIT "B" r #07-2081 933.38' L3 N 89 °2446" W 99.66' L4 N 79023'10" W 450.50' AS ADJUSTED THIS MAP IS PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY." N 1/4 COR. OF SEC. 25, 30/26, M.D.M. SCALE: lo = 1000' FD. K. C. S. C. M. I N L. H. o E. 1/4 COR, OF SEC. 252 30/26, W. 1/4 COR. OF SEC. 25, M.D.M. 30/26, M.D.M. "' FD. 3" B.C. MKD. LS 1911 IN L.H. CALC. POSITION AT SPLIT, PER FILED MAP 7 -1 BK. 6, PG. 32 N 89 °2418" W 5288.31' 2643.91 2644.40' d- CTR. OF SEC. 25, 30/26; co M.D.M. o © o co �- ,� � � �, `-' CALC. POSITION AT INTER- ! Lo Q Co Q o 1 ° �- N °' �, SECTION OF 1 /4 CORS. I CD C-0 N � �' Q w J co N o PARCEL 1 1 o N � N w w CD =' �-�- ° J ° ° u- o CD 162.44 AC. w > r'o CID ,L 7;r � ,� o v ,�, z N S. E. COR. OF SEC. 25, 30/26, i �.n Z oC) ° 1 `-' � °° C1- o- o d- o �N _ M. D.M. FD. K.C.S.C.M. IN L.H. PER 1 O° CCD La o0 o ><- —' �r 'co 0 o z FILED MAP. 7 -1 BK. 6, PG. 32 z cry r� I _ m �; o � m S. LINE OF S.E. /4 OF 1 � SEC. 25, 30/262 M.D.M. L3 N 89 24 05 W 2643.03 N 89 °24'46" W 2643.82' SEE DETAIL n - BASIS OF BEARINGS — _ — � — 1403.32 CZ L4 SH. 1 _ McCUTCHEN ROAD 3 Cl w L1 PA�� P (�°_ � z W d-1 `v CN4 P `�. lo d- z °o �, uj = Q ° N . PARCEL 2 27 & ZS 1 N w Q Co w 138.08 AC. '�' °- r vN- � N L1 N z C� Lo W. 1 /4 COR. OF SEC. 36, 30/26, (-M.D.M. 2 � Q m C) C) w "x4" CTR. OF SEC. 36, 30/26, ° z z FD. 4 CONC. MON. 1.5' DN. o M �.,� M. z PER FILED MAP 7 -1, BK. 6, PG. CALC. POSITION AT INTER - IT- 32 ° SECTION OF 1/4 COBS, r1 2643.58' z � .95 2 6 I 43 N 89 °28'23" W 5287.53' LINE TABLE LINE BEARING DISTANCE L1 N 89005 08" W 933.38' L2 N 00 °5452" E 933.38' L3 N 89 °2446" W 99.66' L4 N 79023'10" W 450.50' CURVE TABLE E. 1/4 COR. OF SEC. 363 30/26, w Ln M. D. M. o FD. K.C.S.C.M. IN L.H. PER FILED MAP 7 -1 BK. 6, PG. 32 S. 1/4 COR. OF SEC. 36, a 30/263 M.D.M. CALC. POSITION AT SPLIT NUMBER DELTA ANGLE RADIUS ARC LENGTH TANGENT Cl C2 10 °01'36" 10 °0136" 2000.00' 2000.00' 350.00' 350.00' 175.45' 175.45' 5565 ()F CAL��n�� SHEET 7 OF 7 SHEETS