HomeMy WebLinkAbout9000, 9413 ELIZABETH GROVE CT, 6401 DUCK POND LNAMERICAN IIILL 4umrnl 't i
REQUESTED BY AND .lames Map I es , Assessor - Recorder
WHEN RECORDED, MAIL TO: Kern County O f f i c i a l Records
DOCUMENT #:0202045938
SOFIR
Pages: 19
3/25/2002
CITY ENGINEER
CITY` OF BAKERSFIELD
1501 TRUXTUN AVENUE
Fees. .
BAKERSFIELD, CA. 93301
_ ---Taxes. .
A0202045938* Other. .
TOTAL
PAID..
CERTIFICATE OF COMPLIANCE
(SECTION 66499.35, GOVERNMENT CODE)
8:01:00
61.00
61.00
Stat. Types:1
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 -1020, by
evidence of those Grant Deeds recorded June 8, 2001, Document #0201078917, and June 29, 2001, Document
#0201090901, Official Records in the office of the Kern County Recorder, thereby adjusting the boundaries of
those portions of land shown as Parcel 2 of Parcel Map No. 10557, filed December 24, 1998, in Book 50 of
Parcel Maps, Page 48, and Lot 3 and the Designated Remainder of Parcel 1 of said Parcel Map as shown on
the map of Tract No. 5916 Phase 1, filed November 17, 2000, in Book 46 of Maps, Page 104 in the office of
the Kern County Recorder; all being portions of the SW 1/4 of Section 8, T. 29 S., R. 27 E., M. D. M., in the
City of Bakersfield, County of Kern, State of California
Property Owners: RIVERLAKES INVESTMENT COMPANY LLC, a California Limited Liability
Company, BHA PROPERTIES LLC, a California Limited Liability Company, and RIVERLAKES GOLF
LLC, a California Limited Liability Company.
Assessor's Parcel Numbers: 494 - 350 -01, 494 - 350 -03, & 494 - 350 -47.
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 descril
without further compliance with the Subdivision Map Act or any 1
Development of the parcels may require issuance of a permit or pe
Dated March 21, 2002 qQ 6 0 " 14 13
PAUL M. ROJAS
RCE No. 39880 Expiration December 31, 2005
City Engineer
City of Bakersfield
Signature must be notarized
L 1 t 2co, 6
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State of �%oY y1lGt,
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(DATE) �ty'ale -Z-
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personally appeared
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personally known to me -OR- ❑
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Witness my hand and official seal.
(SEAL) q;;�iv 4;�
(SIGNAT RE OF NOTARY)
ATTENTION NOTARY
The information requested below and in the column to the right is OPTIONAL.
Recording of this document is not required by law and is also optional.
It could, however, prevent fraudulent att chment of this certificate to any
unauthorized document. ce'rJ f�ft �-t- �m '011 1�G�
THIS CERTIFICATE Title or Type of Document /oY L.(,J( a' M e. d�s ryy 424 pz)1 + 1 �R6
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MUST BE ATTACHED lna�s �S '
TO THE DOCUMENT Number of Pages I Date o ocument N Q rc ��--
DESCRIBED AT RIGHT: T
Signer(s) Other Than Named Above_ �r L-�f %yy Y,
WOLCOTTS FORM 83240 Rev. 3 -94 (price class 8.2A) 01994 WOLCOTTS FORMS, INC.
ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPACITY /REPRESENTATION/TWO FINGERPRINTS
RIGHT THUMBPRINT (Optional)
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CAPACITY CLAIMED BY SIGNER(S)
❑INDIVIDUALIS) • y
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❑PARTNER(S) ❑LIMITED
❑GENERAL
❑ATTORNEY IN FACT
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❑GUARDIAN /CONSERVATOR
❑OTHER:
SIGNER IS REPRESENTING:
(Name of Person(s) or Entity(ies)
RIGHT THUMBPRINT (Optional)
CAPACITY LAMED BY IGNER(S)
❑INDIVIDUA ISI
❑ CORPORAT 7
OFFICER(S)
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❑PARTNERIS) L ITED
❑GE ERAL
❑ATTORNEY N FACT
❑TRUSTEE( )
❑GUARDI /CONSERVA OR
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SIGNEjI IS REPRESENTING:
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LOT LINE ADJUSTMENT NO. P01 -1020
EXHIBIT "A"
BEING AN ADJUSTMENT OF PARCEL 2 OF PARCEL MAP NO. 10557 AS FILED IN BOOK 50
OF PARCEL MAPS AT PAGES 48 — 55, LOT 3 AND THE REMAINDER OF PARCEL 1 OF SAID
PARCEL MAP 10557 AS SHOWN ON TRACT NO. 5916 —PHASE 1, AS FILED IN BOOK 46 OF
MAPS AT PAGES 104 -106, ALL IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO
BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 29 SOUTH,
RANGE 27 EAST, MDM, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LOT 1:
COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 8, SAID POINT
BEING A CITY OF BAKERSFIELD CONCRETE MONUMENT AND BEING IN THE
CENTERLINE OF RIVERLAKES DRIVE; THENCE NORTH 00 034'41" EAST ALONG SAID
CENTERLINE AND THE MID NORTH -SOUTH SECTION LINE OF SAID SECTION 8, A
DISTANCE OF 509.72 FEET TO A CITY OF BAKERSFIELD CONCRETE MONUMENT AT THE
POINT OF INTERSECTION OF RIVERLAKES DRIVE AND OLIVE DRIVE AND BEING THE
POINT OF BEGINNING;
THENCE (1) NORTH 89 025'19" WEST ALONG THE CENTERLINE OF OLIVE DRIVE,
91.00 FEET;
THENCE (2) DEPARTING FROM SAID CENTERLINE NORTH 00 034'41" EAST, 60.00 FEET;
THENCE (3) NORTH 45 °34'41" EAST, 42.43 FEET;
THENCE (4) NORTH 00 °34'41" EAST, 170.00 FEET;
THENCE (5) NORTH 10 °01'44" EAST, 91.24 FEET;
THENCE (6) NORTH 00 034'41" EAST, 21.04 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE SOUTHWEST AND HAVING A RADIUS OF 282.53 FEET;
THENCE (7) NORTHWEST ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF
61 019'07 ", AND AN ARC LENGTH OF 302.37 FEET TO THE BEGINNING OF A
NON - TANGENT CURVE, CONCAVE SOUTHWESTERLY, AND HAVING A
RADIUS OF 270.00 FEET FROM WHICH THE INITIAL RADIAL POINT BEARS
SOUTH 23 056'25" WEST;
THENCE (8) THENCE NORTHWESTERLY ALONG SAID CURVE,THROUGH A CENTRAL
ANGLE OF 17 050'00 ", AND AN ARC LENGTH OF 84.04 FEET;
THENCE (9) NORTH 83 053'35" WEST, 155.32 FEET;
THENCE (10) SOUTH 06 °06'25" WEST, 121.19 FEET;
THENCE (11) SOUTH 87 001'18" WEST, 211.09 FEET;
THENCE (12) NORTH 79 °31'50" WEST, 296.93 FEET;
3of19
LOT LINE ADJUSTMENT NO. P01 -1020
EXHIBIT "A"
THENCE (13) SOUTH 89 °42'48" WEST, 210.88 FEET;
THENCE (14) SOUTH 71 033'25" WEST, 514.93 FEET;
THENCE (15) SOUTH 75 °08'00" WEST, 160.31 FEET;
THENCE (16) SOUTH 71 °33'25" WEST, 83.08 FEET;
THENCE (17) NORTH 35 033'32" WEST, 148.31 FEET;
THENCE (18) NORTH 34 °09'30" EAST, 95.92 FEET TO THE BEGINNING OF A
NON - TANGENT CURVE, CONCAVE SOUTHEASTERLY, AND HAVING A
RADIUS OF 50.00 FEET FROM WHICH THE INITIAL RADIAL POINT BEARS
NORTH 83 005'38" EAST;
THENCE (19) NORTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
97 019'15 ", AND AN ARC LENGTH OF 84.93 FEET;
THENCE (20) NORTH 00 °02'11" WEST, 108.02 FEET;
THENCE (21) NORTH 72 °39'52" EAST, 516.28 FEET;
THENCE (22) NORTH 84 °43'16" EAST, 430.90 FEET;
THENCE (23) SOUTH 89 °48'19" EAST, 95.92 FEET;
THENCE (24) SOUTH 82 °15'46" EAST, 95.37 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE SOUTH, AND HAVING A RADIUS OF 250.00 FEET;
THENCE (25) EAST ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 14 °59'30 ",
AND AN ARC LENGTH OF 65.41 FEET TO A POINT OF REVERSE CURVE,
SAID CURVE BEING CONCAVE NORTH AND HAVING A RADIUS OF
350.00 FEET;
THENCE (26) EAST ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 29 059'01 ",
AND AN ARC LENGTH OF 183.16 FEET TO A POINT OF REVERSE CURVE.
SAID SURVE BEING CONCAVE SOUTH AND HAVING A RADIUS OF
250.00 FEET;
THENCE (27) EAST ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 14 °59'30 ",
AND AN ARC LENGTH OF 65.41 FEET;
THENCE (28) SOUTH 82 015'46" EAST, 28.16 FEET;
THENCE (29) NORTH 04 °23'53" EAST, 14.91 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE EASTERLY AND HAVING A RADIUS OF 330.00 FEET;
4of19
LOT LINE ADJUSTMENT NO. P01 -1020
EXHIBIT "A"
THENCE (30) NORTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
22 043'54 ", AND AN ARC LENGTH OF 130.92 FEET;
THENCE (31) NORTH 27 °07'47" EAST, 246.37 FEET;
THENCE (32) SOUTH 62 °52'13" EAST, 60.00 FEET;
THENCE (33) SOUTH 27 007'47" WEST, 246.37 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE EASTERLY AND HAVING A RADIUS OF 270.00 FEET;
THENCE (34) SOUTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
22 043'54 ", AND AN ARC LENGTH OF 107.12 FEET;
THENCE (35) SOUTH 04 °23'54" WEST, 127.93 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE NORTHEAST AND HAVING A RADIUS OF 20.00 FEET;
THENCE (36) SOUTHEAST ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
88 017'29 ", AND AN ARC LENGTH OF 30.82 FEET;
THENCE (37) SOUTH 83 °53'35" EAST, 75.74 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF
330.00 FEET;
THENCE (38) SOUTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
34 015'53 ", AND AN ARC LENGTH OF 197.35 FEET;
THENCE (39) SOUTH 40 °22'18" WEST, 30.00 FEET TO A CITY OF BAKERSFIELD
CONCRETE MONUMENT IN LAMPHOLE MARKED "LS 5565" PER TRACT NO.
5920 -UNIT ONE IN MAP BOOK 45, PAGES 11 THRU 13, SAID MONUMENT
BEING IN THE CENTERLINE OF RIVERLAKES DRIVE AND ALSO BEING THE
BEGINNING OF A NON - TANGENT CURVE, CONCAVE SOUTHWESTERLY
AND HAVING A RADIUS OF 300.00 FEET, FROM WHICH THE INITIAL RADIAL
POINT BEARS SOUTH 40 022'18" WEST;
THENCE (40) SOUTHEAST ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
50 012'23 ", AND AN ARC LENGTH OF 262.88 FEET TO A CITY OF
BAKERSFIELD CONCRETE MONUMENT IN LAMPHOLE MARKED "LS 5565"
PER SAID TRACT NO. 5920 -UNIT ONE;
THENCE (40) SOUTH 00 034'43" WEST, 371.04 FEET TO THE POINT OF BEGINNING.
CONTAINS 13.51 ACRES MORE OR LESS
5of19
LOT LINE ADJUSTMENT NO. P01 -1020
EXHIBIT "A"
LOT 2:
COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 8, SAID POINT
BEING A CITY OF BAKERSFIELD CONCRETE MONUMENT AND BEING IN THE
CENTERLINE OF RIVERLAKES DRIVE; THENCE NORTH 00 034'41" EAST ALONG SAID
CENTERLINE AND THE MID NORTH -SOUTH SECTION LINE OF SAID SECTION 8, A
DISTANCE OF 509.72 FEET TO A CITY OF BAKERSFIELD CONCRETE MONUMENT AT THE
POINT OF INTERSECTION OF RIVERLAKES DRIVE AND OLIVE DRIVE; THENCE
NORTH 89 025'19" WEST ALONG THE CENTERLINE OF OLIVE DRIVE, 91.00 FEET;
THENCE DEPARTING FROM SAID CENTERLINE NORTH 00 034'41" EAST, 60.00 FEET;
TO THE POINT OF BEGINNING;
THENCE (1) NORTH 45 034'41" EAST, 42.43 FEET;
THENCE (2) NORTH 00 °34'41" EAST, 170.00 FEET;
THENCE (3) NORTH 10 °01'44" EAST, 91.24 FEET;
THENCE (4) NORTH 00 034'41" EAST, 21.04 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE SOUTHWEST AND HAVING A RADIUS OF 282.53 FEET;
THENCE (5) NORTHWEST ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF
61 019'07 ", AND AN ARC LENGTH OF 302.37 FEET TO THE BEGINNING OF A
NON - TANGENT CURVE, CONCAVE SOUTHWESTERLY, AND HAVING A
RADIUS OF 270.00 FEET FROM WHICH THE INITIAL RADIAL POINT BEARS
SOUTH 23 056'25" WEST;
THENCE (6) THENCE NORTHWESTERLY ALONG SAID CURVE,THROUGH A CENTRAL
ANGLE OF 17 050'00 ", AND AN ARC LENGTH OF 84.04 FEET;
THENCE (7) NORTH 83 °53'35" WEST, 155.32 FEET;
THENCE (8) SOUTH 06 006'25" WEST, 121.19 FEET;
THENCE (9) SOUTH 87 °01'18" WEST, 211.09 FEET;
THENCE (10) NORTH 79 °31'50" WEST, 296.93 FEET;
THENCE (11) SOUTH 89 042'48" WEST, 210.88 FEET;
THENCE (12) SOUTH 71 °33'25" WEST, 514.93 FEET;
THENCE (13) SOUTH 75 008'00" WEST, 160.31 FEET;
THENCE (14) SOUTH 71 033'25" WEST, 83.08 FEET;
THENCE (15) NORTH 35 033'32" WEST, 148.31 FEET;
6of19
LOT LINE ADJUSTMENT NO. P01 -1020
EXHIBIT "A"
THENCE (16) NORTH 34 °09'30" EAST, 95.92 FEET TO THE BEGINNING OF A
NON - TANGENT CURVE, CONCAVE SOUTHEASTERLY, AND HAVING A
RADIUS OF 50.00 FEET FROM WHICH THE INITIAL RADIAL POINT BEARS
NORTH 83 005'38" EAST;
THENCE (17) NORTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
97 019'15 ", AND AN ARC LENGTH OF 84.93 FEET;
THENCE (18) NORTH 00 °02'11" WEST, 108.02 FEET;
THENCE (19) NORTH 72 °39'52" EAST, 516.28 FEET;
THENCE (20) NORTH 84 °43'16" EAST, 430.90 FEET;
THENCE (21) SOUTH 89 °48'19" EAST, 95.92 FEET;
THENCE (22) SOUTH 82 °15'46" EAST, 95.37 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE SOUTH, AND HAVING A RADIUS OF 250.00 FEET;
THENCE (23) EAST ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 14 059'30 ",
AND AN ARC LENGTH OF 65.41 FEET TO A POINT OF REVERSE CURVE,
SAID CURVE BEING CONCAVE NORTH AND HAVING A RADIUS OF
350.00 FEET;
THENCE (24) EAST ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 29 °59'01 ",
AND AN ARC LENGTH OF 183.16 FEET TO A POINT OF REVERSE CURVE.
SAID SURVE BEING CONCAVE SOUTH AND HAVING A RADIUS OF
250.00 FEET;
THENCE (25) EAST ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 14 °59'30 ",
AND AN ARC LENGTH OF 65.41 FEET;
THENCE (26) SOUTH 82 °15'46" EAST, 28.16 FEET;
THENCE (27) NORTH 04 °23'54" EAST, 14.91 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE EASTERLY AND HAVING A RADIUS OF 330.00 FEET;
THENCE (28) NORTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
22 043'54 ", AND AN ARC LENGTH OF 130.92 FEET;
THENCE (29) NORTH 27 007'47" EAST, 246.37 FEET;
THENCE (30) SOUTH 62 °52'13" EAST, 60.00 FEET;
THENCE (31) SOUTH 27 °07'47" WEST, 246.37 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE EASTERLY AND HAVING A RADIUS OF 270.00 FEET;
7of19
LOT LINE ADJUSTMENT NO. P01 -1020
EXHIBIT "A"
THENCE (32) SOUTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
22 043'54 ", AND AN ARC LENGTH OF 107.12 FEET;
THENCE (33) SOUTH 04 023'54" WEST, 127.93 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE NORTHEAST AND HAVING A RADIUS OF 20.00 FEET;
THENCE (34) SOUTHEAST ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
88 017'29 ", AND AN ARC LENGTH OF 30.82 FEET;
THENCE (35) SOUTH 83 °53'35" EAST, 75.74 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF
330.00 FEET;
THENCE (36) SOUTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
34 015'53 ", AND AN ARC LENGTH OF 197.35 FEET;
THENCE (37) NORTH 45 °35'16" EAST, 258.70 FEET;
THENCE (38) NORTH 39 °34'15" WEST, 52.25 FEET;
THENCE (39) NORTH 09 °08'00" EAST, 122.94 FEET;
THENCE (40) NORTH 63 058'43" EAST, 103.76 FEET;
THENCE (41) NORTH 60 036'41" EAST, 109.29 FEET;
THENCE (42) NORTH 66 052'36" EAST, 610.84 FEET;
THENCE (43) NORTH 66 °52'36" EAST, 108.87 FEET;
THENCE (44) NORTH 01 °05'31" EAST, 259.23 FEET TO THE BEGINNING OF A
NON - TANGENT CURVE, CONCAVE NORTHEAST AND HAVING A RADIUS OF
300.00 FEET FROM WHICH THE INITIAL RADIAL POINT BEARS
NORTH 43 042'27" EAST;
THENCE (45) NORTHWEST ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
23 053'59 ", AND AN ARC LENGTH OF 125.14 FEET;
THENCE (46) NORTH 67 °35'53" WEST, 66.89 FEET;
THENCE (47) SOUTH 88 054'29" WEST, 251.74 FEET;
THENCE (48) SOUTH 68 059'30" WEST, 634.68 FEET;
THENCE (49) SOUTH 27 007'47" WEST, 349.81 FEET;
THENCE (50) NORTH 62 052'13" WEST, 130.80 FEET;
8of19
LOT LINE ADJUSTMENT NO. P01 -1020
EXHIBIT "A"
THENCE (51) SOUTH 17 °41'41" WEST, 120.06 FEET;
THENCE (52) NORTH 79 °00'27" WEST, 226.58 FEET;
THENCE (53) NORTH 81 °50'51" WEST, 505.65 FEET;
THENCE (54) SOUTH 86 °46'24" WEST, 129.19 FEET;
THENCE (55) SOUTH 62 °20'34" WEST, 828.81 FEET;
THENCE (56) SOUTH 00 °37'46" WEST, 331.58 FEET;
THENCE (57) SOUTH 34 °09'25" WEST, 89.26 FEET TO THE BEGINNING OF A NON -
TANGENT CURVE, CONCAVE NORTH AND HAVING A RADIUS OF 330.00
FEET, FROM WHICH THE INITIAL RADIAL POINT BEARS
NORTH 07 041'58" WEST;
THENCE (58) WEST ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 08 °19'44"
AND AN ARC LENGTH OF 47.97 FEET;
THENCE (59) NORTH 89 °22'14" WEST, 2.43 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE SOUTH EAST AND HAVING A RADIUS OF 20.00 FEET;
THENCE (60) SOUTHWEST ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
90 030'32" AND AN ARC LENGTH OF 31.59 FEET;
THENCE (61) SOUTH 00 °07'14" WEST, 98.45 FEET;
THENCE (62) SOUTH 89 °59'59" EAST, 84.61 FEET;
THENCE (63) SOUTH 29 019'27" EAST, 272.59 FEET;
THENCE (64) SOUTH 80 006'57" EAST, 208.52 FEET;
THENCE (65) NORTH 71 °20'49" EAST, 516.06 FEET;
THENCE (66) SOUTH 86 °50'55" EAST, 199.17 FEET;
THENCE (67) SOUTH 74 051'26" EAST, 263.40 FEET;
THENCE (68) SOUTH 08 008'00" EAST, 114.65 FEET TO THE BEGINNING OF A NON -
TANGENT CURVE, CONCAVE SOUTHERLY AND HAVING A RADIUS OF
2058.00 FEET, FROM WHICH THE INITIAL RADIAL POINT BEARS
SOUTH 08 011'57" EAST;
THENCE (69) EASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
07 056'05 ", AND AN ARC LENGTH OF 285.01 FEET;
9of19
LOT LINE ADJUSTMENT NO. P01 -1020
EXHIBIT "A"
THENCE (70) SOUTH 89 025'19" EAST, 299.00 FEET TO THE POINT OF BEGINNING
CONTAINS 44.95 ACRES MORE OR LESS
LOT 3:
BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 8, SAID CORNER ALSO
BEING THE CENTERLINE INTERSECTION OF COFFEE AND NORRIS ROADS;
THENCE (1) SOUTH 00 032'21" WEST ALONG THE EAST LINE OF SAID SECTION,
1009.11 FEET;
THENCE (2) DEPARTING FROM SAID EAST LINE, NORTH 88 °54'29" WEST, 1538.89 FEET;
THENCE (3) SOUTH 66 °10'16" WEST, 170.97 FEET;
THENCE (4) NORTH 23 °49'44" WEST, 298.48 FEET;
THENCE (5) NORTH 66 °52'36" EAST, 108.87 FEET;
THENCE (6) NORTH 01 °05'31" EAST, 259.23 FEET TO THE BEGINNING OF A
NON- TANGENT CURVE, CONCAVE NORTHEAST AND HAVING A RADIUS OF
300.00 FEET FROM WHICH THE INITIAL RADIAL POINT BEARS
NORTH 43 042'27" EAST;
THENCE (7) NORTHWEST ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
23 053'59 ", AND AN ARC LENGTH OF 125.14 FEET;
THENCE (8) NORTH 67 °35'53" WEST, 66.89 FEET;
THENCE (9) SOUTH 88 °54'29" WEST, 251.74 FEET;
THENCE (10) SOUTH 68 059'30" WEST, 634.68 FEET;
THENCE (11) SOUTH 27 007'47" WEST, 349.81 FEET;
THENCE (12) NORTH 62 °52'13" WEST, 130.80 FEET;
THENCE (13) SOUTH 17 °41'41" WEST, 120.06 FEET;
THENCE (14) NORTH 79 °00'27" WEST, 226.58 FEET;
THENCE (15) NORTH 81 °50'51" WEST, 505.65 FEET;
THENCE (16) SOUTH 86 °46'24" WEST, 129.19 FEET;
10 of 19
LOT LINE ADJUSTMENT NO. P01 -1020
EXHIBIT "A"
THENCE (17) SOUTH 62 °20'34" WEST, 3.76 FEET;
THENCE (18) NORTH 26 °45'18" WEST, 145.96 FEET TO THE BEGINNING OF A NON -
TANGENT CURVE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF
300.00 FEET, FROM WHICH THE INITIAL RADIAL POINT BEARS
SOUTH 26 045'18" EAST;
THENCE (19) NORTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
02 003'10 ", AND AN ARC LENGTH OF 10.75 FEET;
THENCE (20) NORTH 24 °42'08" WEST, 120.53 FEET;
THENCE (21) NORTH 00 °36'13" EAST, 659.75 FEET TO A POINT ON THE MID EAST -WEST
SECTION LINE OF SAID SECTION 8 AND CENTERLINE OF NORRIS ROAD;
THENCE (22) SOUTH 88 °54'29" EAST ALONG SAID SECTION LINE, 360.58 FEET;
THENCE (23) DEPARTING FROM SAID SECTION LINE SOUTH 00 °35'27" WEST,
145.01 FEET;
THENCE (24) SOUTH 88 054'29" EAST, 300.01 FEET;
THENCE (25) NORTH 00 °35'27" EAST, 145.01 FEET TO A POINT ON THE MID EAST -WEST
SECTION LINE OF SAID SECTION 8 AND CENTERLINE OF NORRIS ROAD,
SAID POINT BEING A CONCRETE MONUMENT MARKED RCE 15331 PER
TRACT NO. 4887 -UNIT A AS FILED IN MAP BOOK 39, PAGE 71;
THENCE (26) SOUTH 88 054'29" EAST ALONG SAID SECTION LINE, 660.59 FEET TO THE
CENTER OF SECTION, SAID POINT BEING A KERN COUNTY SURVEYOR
CONCRETE MONUMENT MARKED FOR CORNER PER COUNTY FIELD BOOK
1016, PAGE 27;
THENCE (27) CONTINUING ALONG SAID SECTION LINE SOUTH 88 °54'29" EAST,
2228.84 FEET TO THE NORTHWEST CORNER OF A WATER TANK SITE PER
GRANT DEED RECORDED ON 03/17/2000 AS DOCUMENT NO. 0200031533,
O.R.;
THENCE (28) DEPARTING FROM SAID SECTION LINE, SOUTH 01 °05'31" WEST ALONG
THE WEST LINE OF SAID TANK SITE, 481.05 FEET;
THENCE (28) SOUTH 88 °54'29" EAST ALONG THE SOUTH LINE OF SAID TANK SITE, 279.61
FEET;
11 of 19
LOT LINE ADJUSTMENT NO. P01 -1020
EXHIBIT "A"
THENCE (29) NORTH 00 °32'21" EAST ALONG THE EAST LINE OF SAID TANK SITE, 481.07
FEET TO A POINT ON THE MID EAST -WEST SECTION LINE OF SAID
SECTION 8 AND CENTERLINE OF NORRIS ROAD;
THENCE (30) SOUTH 88 °54'29" EAST ALONG SAID SECTION LINE, 139.01 FEET TO THE
POINT OF BEGINNING.
CONTAINS 72.69 ACRES MORE OR LESS.
�- A N p
HENRY
0
2
Y „
Y35 ",/_' Q
%30
E'XP. 6 00,
�j 3.I�F•ox.
\TF CF CA1 -�F��/
12 of 19
LAND s�\
1NENR), L�,c
/ 9� D
Y 4335r
EXP. 6/30/2004
\�F OFl
EXHIBIT "B"
LOT LINE ADJUSTMENT NO. P01- 1020
IN THE CITY OF BAKERSFIELD
BEING AN ADJUSTMENT OVER PARCEL 2 OF PARCEL MAP NO. 10557
AS FILED IN BOOK 50 OF PARCEL MAPS AT PAGES 48 - 55, LOT 3
AND THE REMAINDER OF PARCEL 1 OF SAID PARCEL MAP 10557 AS
SHOWN ON TRACT N0. 5916 -PHASE 1, AS FILED IN BOOK 46 OF
MAPS AT PAGES 104 -106, ALL IN THE OFFICE OF THE KERN COUNTY
RECORDER, ALSO LYING WITHIN A PORTION OF THE SOUTHWEST QUARTER OF
SECTION 8, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MDM
THIS MAP IS FOR ILLUSTRATIVE PURPOSES ONLY
VICINITY MAP AND NOTES
VICINITY MAP
NOT TO SCALE
BASIS OF BEARINGS•
7HE BEAR /NG OF NGW7H 885429" NEST SJ' ow FOR 7HE NA47H LINE
OF 7HE NORTHEAST QUAR7ER OF S EC770N 8, T.29 S, R.27 E., M.D.M.
PER PARCEL MAP NO. 10557 REC6RDE0 IN PARCEL MAP BOOK 50 AT PAGE 46
IN THE OFFfCE OF 7HE KERN COUNTY RECORDER, WAS USED AS THE BASYS
OF BEARINGS IN 7HE ATTACHED £XH/B /75 AND PLA75
Lq
GENERAL NOTES
R1VfR- LAKES INI/ESTMENT CO., L L C
I ASSESSORS PARCE1 NUMBERS- 494 - 350 -01, 494 - 350 -W AND 494- 350 -29
2300 "L " STREET, SUITE "A "
2 WA M?. LYTY OF 8AK&TSF7ELD
3. SEWER.• FUTURE CDAWEC7ION TO CITY OF BAKERWWW SEVER TRUNK LINE
BAKERSFIELD, CA 93301
4. DRAINAGE IN CONFORMANCE WITH CITY OF BAKERS17ELD SU9D/NS/0N STANDARDS
A TTN.• CRAIG CARVER
5. GAS- THE GAS COMPANY
PH.• 661- 334 -1300
8. ELECTRIC.• PACIFIC GAS AND ELECTRIC COMPANY
7. 7FLEPHaVE.• PAQ'RC BELL
B EXISTING LAND Uw VACANT
SUBD /I//DER
9. PROPOSED LAND um COMMERCIAL, -waE FAMILY RESYD£N77AL, 116Hr INDUSTRIAL
�
1
SAME AS ABOVE
I
12. 2010 PLAN DES16WAAON.• SR & OS-P
13 SCHOOL DIVRIOM
HIGH SCHOOL CENTENNIAL HIGH SCHOOL
✓UN/OR H16H SCHOOL: FRU/NALE SCHOAC DISTRICT
ELEMENTARY SCHOOL: FRU/IYALE SLYIOOL DIS7R/CT
SHEET 13 OF 19
VICINITY MAP
NOT TO SCALE
BASIS OF BEARINGS•
7HE BEAR /NG OF NGW7H 885429" NEST SJ' ow FOR 7HE NA47H LINE
OF 7HE NORTHEAST QUAR7ER OF S EC770N 8, T.29 S, R.27 E., M.D.M.
PER PARCEL MAP NO. 10557 REC6RDE0 IN PARCEL MAP BOOK 50 AT PAGE 46
IN THE OFFfCE OF 7HE KERN COUNTY RECORDER, WAS USED AS THE BASYS
OF BEARINGS IN 7HE ATTACHED £XH/B /75 AND PLA75
OWNER
GENERAL NOTES
R1VfR- LAKES INI/ESTMENT CO., L L C
I ASSESSORS PARCE1 NUMBERS- 494 - 350 -01, 494 - 350 -W AND 494- 350 -29
2300 "L " STREET, SUITE "A "
2 WA M?. LYTY OF 8AK&TSF7ELD
3. SEWER.• FUTURE CDAWEC7ION TO CITY OF BAKERWWW SEVER TRUNK LINE
BAKERSFIELD, CA 93301
4. DRAINAGE IN CONFORMANCE WITH CITY OF BAKERS17ELD SU9D/NS/0N STANDARDS
A TTN.• CRAIG CARVER
5. GAS- THE GAS COMPANY
PH.• 661- 334 -1300
8. ELECTRIC.• PACIFIC GAS AND ELECTRIC COMPANY
7. 7FLEPHaVE.• PAQ'RC BELL
B EXISTING LAND Uw VACANT
SUBD /I//DER
9. PROPOSED LAND um COMMERCIAL, -waE FAMILY RESYD£N77AL, 116Hr INDUSTRIAL
f0. FIRE PROTECTION.• IN CONFORMANCE WI7H CITY OF BAKERST7£LD FIR£ DEPT. STANDARDS
SAME AS ABOVE
11. EXISANG AND PROPOSED ZONING. R -1 & OS (GOLF COURSE)
12. 2010 PLAN DES16WAAON.• SR & OS-P
13 SCHOOL DIVRIOM
HIGH SCHOOL CENTENNIAL HIGH SCHOOL
✓UN/OR H16H SCHOOL: FRU/NALE SCHOAC DISTRICT
ELEMENTARY SCHOOL: FRU/IYALE SLYIOOL DIS7R/CT
SHEET 13 OF 19
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