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HomeMy WebLinkAbout256RECORDING REQUESTED BY: TICOR TITLE INSURANCE CO. ESCROW NO. 601071 -MM _ YNGM RGCOPOCR� Mpll TO. City of Bakersfield City Engineer 1501 Truxtun Avenue Bakersfield, Ca. 93301 i CE RT I F I CR -F FE (SECTION 66499.35, LOT LINE ADJUSTMENT NO. 256 BOOK 6138PAc¢ 1087 01209{ M^- '11430 P 130 ml i L KERN COUNTY CLEAK-RrCGRGER JRS 5.04 I& .FE x:00 TI 01ME 11.00 #1513250 COW ; 01 114:09 OF COMGL I ANCE GOVERNMENT CODE) (Being an adjustment of Parcels 8, 9, & 10 of Parcel Map 6521 and as modified by that Certificate of Compliance for Lot Line Adjustment 250 recorded in Book 6078, Page 501, 0. R.) (Assessor's Parcel No. 367 - 510 -3, 367 - 510 -4, & 367 - 510 -5) 3 The undersigned City Engineer of the City of Bakersfield, designated by ordinances of said City as Advisory Agency with 'co respect to Parcel Map Waivers and Lot Line Adjustments and v acting herein on behalf of the City of Bakersfield, hereby certifies that the Lot Line Adjustment for the hereinafter - described parcels of land complies with the provisions of the A -4 Subdivision Map Act of the State of California and Chapter 16 oco of the City of Bakersfield Municipal Code regulating divisions of land. Said parcels of land, being situated in the City of Bakersfield, County of Kern, State of California, are more a o c I � particularly described as follows on Exhibit A and shown on `---- Exhibit B. ' CLIFFORD F. .PRESSLER... is the owner of the described parcels of land. r. Dated this 27th day of Tune, 1988. i— E. W. SCHULZ City Engineer City of Bakersfield EXHIBIT "A" PROPOSED BOOK 61.38 PACE 1088 ALL THOSE PORTIONS OF SECTION 20, T. 29 S, R. 27 E., M.D.M. AS SHOWN ON PARCEL MAP NO. 6521 FILED IN BOOK 30 OF PARCEL MAPS AT PAGE 6 IN THE OFFICE OF THE KERN COUNTY RECORDER, MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL 8 BEGINNING AT THE SOUTHEAST CORNER OF PARCEL 8 OF SAID PARCEL MAP NO. 6521; THENCE ALONG THE CENTERLINE OF MEACHAM ROAD S. 610 23' 09" W., 852.81 FEET TO THE BEGINNING OF A 1,000 FOOT RADIUS TANGENT CURVE CONCAVE NORTHERLY; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 290 42' 40" AN ARC DISTANCE OF 518.56 FEET; THENCE N. 880 54' 11" W., 416.13 FEET TO THE SOUTH- WEST CORNER OF SAID PARCEL 8 AND THE CENTERLINE OF ABBOTT DRIVE; THENCE, ALONG SAID CENTERLINE, N. 0° 28' 15" E., 562.42 FEET; THENCE S. 89° 31' 45" E., 30.00 FEET TO THE EASTERLY RIGHT OF WAY LINE OF SAID ABBOTT DRIVE; THENCE ALONG SAID RIGHT OF WAY S. 00 28' 15" W., 150.00 FEET; THENCE LEAVING SAID RIGHT OF WAY S. 89° 31' 45" E., 400.20 FEET; THENCE N. 0° 28' 15" E., 150.00 FEET; THENCE N. 89° 31' 45" W., 5.20 FEET; THENCE N. 00 28' 15" E., 260.00 FEET; THENCE S. 89° 31' 45" E., 8.05 FEET; THENCE N. 810 38' 54" E., 73.12 FEET; THENCE N. 770 41' 09" E., 73.15 FEET; THENCE N. 70° 53' 05" E., 73.39 FEET; THENCE N. 630 23' 55" E., 68.72 FEET; THENCE N. 61° 23' 09" E., 617.00 FEET; THENCE N. 65° 31' 27" E.., 45.00 FEET TO A POINT ON A 3,880 FOOT RADIUS NON- TANGENT CURVE CONCAVE NORTHEASTERLY FROM WHICH THE RADIUS POINT BEARS N. 65° 31' 27" E., SAID POINT ALSO BEING ON THE CENTERLINE OF RANCHO LABORDE DRIVE; THENCE SOUTHEASTERLY ALONG LAST SAID CURVE AND CENTERLINE THROUGH A CENTRAL ANGLE OF 40 08' 18" AN ARC DISTANCE OF 280.24 FEET; THENCE S. 280 36' 51" E., 502.28 FEET TO THE POINT OF BEGINNING. CONTAINING 25.27 ACRES Boox 61381ruc 1089 PARCEL 9 BEGINNING AT THE SOUTHWEST CORNER OF PARCEL 7 OF SAID PARCEL MAP N0. 6521, SAID POINT BEING THE CENTERLINE INTERSECTION OF CALLOWAY DRIVE AND MEACHAM ROAD; THENCE ALONG THE CENTERLINE OF CALLOWAY DRIVE N. 00 28' 15" E., 557.23 FEET; THENCE LEAVING SAID CENTERLINE S. 890 31' 45" E., 475.00 FEET TO THE CENTERLINE OF ABBOTT DRIVE; THENCE ALONG LAST SAID CENTERLINE S. 00 28' 15" W., 562.42 FEET TO THE CENTERLINE OF MEACHAM ROAD; THENCE ALONG LAST SAID CENTERLINE N. 880 54' 11" W., 475.03 FEET TO THE POINT OF BEGINNING. CONTAINING 6.10 ACRES PARCEL 10 BEGINNING AT A POINT ON THE WEST LINE OF SAID SECTION 20 FROM WHICH THE WEST QUARTER CORNER BEARS S. 00 28' 15" W., 557.23 FEET, SAID POINT BEING ON THE CENTERLINE OF CALLOWAY DRIVE; THENCE ALONG SAID CENTERLINE N. 00 28' 15" E., 295.00 FEET; THENCE LEAVING SAID CENTERLINE S. 890 31' 45" E., 615.00 FEET; THENCE N. 00 28' 15" E., 820.00 FEET; THENCE S. 890 31' 45" E., 500.45 FEET; THENCE N. 820 09' 44" E., 198.63 FEET; THENCE N. 670 48' 46" E., 226.66 FEET TO THE CENTERLINE OF RANCHO LABORDE DRIVE; THENCE ALONG LAST SAID CENTERLINE S. 220 11' 14" E., 462.76 FEET TO THE BEGINNING OF A 3,880 FOOT RADIUS TANGENT CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20 17' 19" AN ARC DISTANCE OF 154.98 FEET; THENCE RADIAL TO LAST SAID CURVE S. 650 31' 27" W., 45.00 FEET TO A POINT ON 3,925 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, PARALLEL TO AND HAVING THE SAME RADIUS POINT AS THE LAST MENTIONED CURVE; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH CENTRAL ANGLE OF 10 01' 31" AN ARC DISTANCE OF 70.24 FEET; THENCE S. 610 23' 09" w., 52.82 FEET; THENCE S. 150 48' 56" W., 29.82 FEET, THENCE S. 280 36' 58" E., 48.71 FEET; THENCE S. 610 23' 09" W., 549.00 FEET; THENCE S. 630 23' 55" W., 68.72 FEET; THENCE S. 700 53' 05" W., 73.39 FEET; THENCE S. 770 41' 09" W., 73.15 FEET; THENCE S. 810 38' 54: W., 73.12 FEET; THENCE N. 890 31' 45" E., 8.05 FEET; THENCE S. 00 28' 15; W., 260.00 FEET; THENCE N. 890 31" W., 900.00 FEET TO THE POINT OF BEGINNING. CONTAINS 24.28 ACRES 40.p4 S - Sf /w � ,15331 $ { { /,� /// ExP. 46+•89 � 00 tie gTEOF CAt. \F04' $µ i 7V- sa•ee 9sw Bsa zs' GALLOWAY ORI owe ma n4, uY p �4 yp m 4 4 4 P u 92 4 8 m, q ma mp N m m �m Ne�ze�,a-c szo.00 e w� M� ,E Nv AD N '9 mm nr �O N nr- �'. flp �g g� mm OEWALT - PORTER civil engineering 3)10 P41n b. !v mtlrtliU.93106 X9031 B)—T Book U38 ma i(M SO ee' /s ^sv qVj V b Ca�e� nF y o m m 0' V Y4ZV ar l n a nm r ABBOrr owe ma n4, uY p �4 yp m 4 4 4 P u 92 4 8 m, q ma mp N m m �m Ne�ze�,a-c szo.00 e w� M� ,E Nv AD N '9 mm nr �O N nr- �'. flp �g g� mm OEWALT - PORTER civil engineering 3)10 P41n b. !v mtlrtliU.93106 X9031 B)—T Book U38 ma i(M SO ee' /s ^sv qVj V b Ca�e� nF y o m m 0' V Y4ZV ar l n a nm r n N n m 0 ... w N y C 50 °2e i5'dy ` n 0 �myT N ABBOTT m '> m > e N owe ma n4, uY p �4 yp m 4 4 4 P u 92 4 8 m, q ma mp N m m �m Ne�ze�,a-c szo.00 e w� M� ,E Nv AD N '9 mm nr �O N nr- �'. flp �g g� mm OEWALT - PORTER civil engineering 3)10 P41n b. !v mtlrtliU.93106 X9031 B)—T Book U38 ma i(M SO ee' /s ^sv qVj V b Ca�e� nF y o m m 0' V aw ar l n a nm r n N n m ... w N y C 50 °2e i5'dy ` n 0 �myT N ABBOTT m '> m > N r a m mm °�Ar Z p O m_gym. m s m I 4�lli mvmK D Ii vacimr Q wawa � S��nm - * m .mz °ooz� C mTRaN 31 _ mn> owe ma n4, uY p �4 yp m 4 4 4 P u 92 4 8 m, q ma mp N m m �m Ne�ze�,a-c szo.00 e w� M� ,E Nv AD N '9 mm nr �O N nr- �'. flp �g g� mm OEWALT - PORTER civil engineering 3)10 P41n b. !v mtlrtliU.93106 X9031 B)—T Book U38 ma i(M V�A� �p4B ap�g �.48J m�Ba s 3 i gM V a � 4 7 s SO ee' /s ^sv qVj V b Ca�e� nF V 0' V n a nm r u n m ... w N 2 V�A� �p4B ap�g �.48J m�Ba s 3 i gM V a � 4 7 s qVj V b V 0' V rnP£ a nm r u n m V�A� �p4B ap�g �.48J m�Ba s 3 i gM V a � 4 7 s Im x a•�o,P`� m b V 0' V Ni u n m ... w N oozn < r°• n 0 �myT m '> m > pz'am O p r m mm °�Ar Z An m_gym. m s m 'z 4�lli mvmK D vacimr Q wawa � S��nm - * m .mz °ooz� C 31 _ mn> m N T ll O m y � 2 m �mD Z '° —I a i m W N 0 N W Im x a•�o,P`� m