HomeMy WebLinkAbout344REOUBSTEL'n :! AND
WHEN RECORDED, AWL TO:
CITY ENGINEER
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE
BAKERSFIELD, CA. 93301
045602
CERTIFICATE OF COMPLIANCE
SEC'T'ION 66499.35, GOVERNMENT CODE
LOT LINE ADJUSTMENT NO. 344
h(,Uv6823 n,rr 2409
RECORDED BY'
GALE S. ENSTAU
KERN COUNTY RECOPr':I
43 MIR 31 AN P: nr,
URS
18J)o
NI1F.P
1.00
REC.FE
16.00
S1AIE
1.5'.00
(WrK
50.00
#5d£1 W 17001 R01 701;06
Being an adjustment of the boundaries of those parcels of land shown as Lot A of Tract 5476 Phase
°R 1, filed in Book 39 of Maps, Page 184, and Lots 5 & 7 of Tract 5363 Phase I, filed in Book 39, Page
--LMD 142 of Maps, also being a portion of the northeast quarter of Section 17, T. 29 S., R. 27 E., NE D.
M.
N
"' P.F
Assessor's Parcel Numbers 360 - 130 -11, 360- 130 -11, 360 - 130 -25, & 360- 130 -27.
NA The undersigned City Engineer of the City of Bakersfield, designated by ordinances of said City as
Advisory Agency with respect to Parcel Map Waivers and Lot line Adjustments and acting herein
- -st 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 Subdivision Map Act of the
State of California and Chapter 16 of the City of Bakersfield Municipal Code regulating divisions
of land.
Said adjusted parcels of land, being situated in the City of Bakersfield, County of Kern, State of
California, are more particularly described as follows on Exhibit A and shown on Exhibit B.
It should be noted that the preparation and recordation of a Certificate of Compliance shows that
the lot line adjustment conforms to the requirements of the Map Act only and should not be
interpreted as the sole requirement for obtaining construction permits.
RIVERLAKES RANCH LIMITED PARTNERSHIP is the owner of the described parcels of land.
Dated March 29, 1993
ED W. SCHULZ
RCE No. 18450 Expiration June , 1993
City Engineer
City of Bakersfield
dgp:mi ... divVIO 4.. 1254
EXHIBIT "All BC6KG823 PACE 2410
TRACT 5476 -1, ADJUSTED LOT 'All
BEING AN ADJUSTMENT OF THE BOUNDARIES OF THOSE PARCELS OF LAND
DESCRIBED AS LOT "A" OF TRACT NO. 5476 PHASE I, RECORDED IN BK. 39,
PG. 184 AND LOTS 5 AND 7 OF TRACT NO. 5363 PHASE I, RECORDED IN BK.
39, PG. 142 IN THE OFFICE OF THE COUNTY RECORDER. ALSO BEING A
PORTION OF THE NORTHEAST QUARTER OF SECTION 17, T.29S., R.27E.,
M.D.M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF
CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING
AT THE EAST ONE- QUARTER SECTION
OF SAID SECTION 17, SAID
POINT BEING ON THE CENTERLINE OF COFFEE
ROAD; THENCE ALONG SAID
CENTERLINE
N 00 -37 -57 E 1541.20 FEET,
THENCE DEPARTING SAID
CENTERLINE
N 89 -22 -03 W 1080.35 FEET
TO THE TRUE POINT OF
BEGINNING
THENCE
(1) S 01 -26 -51 E
139.34 FEET;
THENCE
(2) S 45 -39 -01 W
128.27 FEET;
THENCE
(3) S 84 -34 -06 W
128.27 FEET;
THENCE
(4) N 42 -27 -10 W
129.08 FEET;
THENCE
(5) N 08 -46 -46 W
61.85 FEET;
THENCE
(6) N 00 -52 -03 W
64.69 FEET;
THENCE
(7) N 11 -01 -40 W
25.00 FEET;
THENCE
(8) S 78 -37 -31 W
35.14 FEET;
THENCE
(9) S 69 -04 -14 W
46.92 FEET;
THENCE
(10) N 67 -31 -56 W
10.17 FEET;
THENCE
(11) N 24 -08 -06 W
102.68 FEET
TO THE BEGINNING OF A 465.00 FOOT RADIUS NON - TANGENT CURVE, CONCAVE.
SOUTHERLY, TO WHICH POINT A RADIAL LINE BEARS N 24-08 -06 W; THENCE
(12) WESTERLY ALONG LAST SAID CURVE AN ARC LENGTH OF 72.97 FEET
THROUGH A CENTRAL ANGLE OF 08- 59 -28;
THENCE
(13) S 56 -52 -26 W
50.00 FEET;
THENCE
(14) S 33 -07 -34 E
245.00 FEET;
THENCE
(15) S 36 -30 -03 E
60.10 FEET;
THENCE
(16) S 29 -15 -59 E
85.52 FEET;
THENCE
(17) S 00 -53 -33 E
103.59 FEET;
THENCE
(18) S 28 -49 -19 W
103.59 FEET;
THENCE (19) S 57 -26 -17 W
THENCE (20) S 57 -43 -10 W
THENCE (21) S 56 -52 -26 W
THENCE (22) S 12 -38 -57 E
B00dG823 PAGE 2411
79.38
FEET;
60.01
FEET;
360.00
FEET;
450.00
FEET;
THENCE (23) S 00 -43 -49 E 100.00 FEET
TO THE BEGINNING OF A 92.00 FOOT RADIUS NON - TANGENT CURVE, CONCAVE
SOUTHERLY, TO WHICH POINT A RADIAL LINE BEARS N 00 -43 -49 W; THENCE
(24) EASTERLY ALONG LAST SAID CURVE AN ARC LENGTH OF 39.62 FEET
THROUGH A CENTRAL ANGLE OF 24- 40 -32;
THENCE
(25)
N
23 -56 -44
E
100.00
FEET;
THENCE
(26)
S
54 -31 -56
E
74.79
FEET;
THENCE
(27)
S
39 -50 -14
E
50.39
FEET;
THENCE
(28)
S
47 -00 -00
E
577.55
FEET
TO THE BEGINNING OF A 370.00 FOOT RADIUS TANGENT CURVE, CONCAVE
NORTHEASTERLY; THENCE (29) SOUTHEASTERLY ALONG LAST SAID CURVE AN
ARC LENGTH OF 72.41 FEET THROUGH A CENTRAL ANGLE OF 11- 12 -46;
THENCE (30) S 31 -47 -14 W
100.00 FEET
TO THE BEGINNING OF A 470.00 FOOT RADIUS NON - TANGENT CURVE, CONCAVE
NORTHEASTERLY, TO WHICH POINT A RADIAL LINE BEARS S 31 -47 -14 W,
THENCE (31) SOUTHEASTERLY ALONG LAST SAID CURVE AN ARC LENGTH OF
76.84 FEET THROUGH A CENTRAL ANGLE OF 09- 22 -02;
THENCE
(32)
S
67 -34 -48
E
53.53
FEET;
THENCE
(33)
N
67 -00 -07
E
28.49
FEET;
THENCE
(34)
N
21 -35 -02
E
291.80
FEET;
THENCE
(35)
N
68 -24 -58
W
87.35
FEET;
THENCE
(36)
N
61 -05 -04
W
82.10
FEET;
THENCE
(37)
N
56 -01 -30
W
82.10
FEET;
THENCE
(38)
N
51 -04 -33
W
83.99
FEET;
THENCE
(39)
N
47 -00 -00
W
151.00
FEET;
THENCE
(40)
N
43 -00 -00
E
100.00
FEET;
THENCE
(41)
N
47 -00 -00
W
35.00
FEET;
830: 6823 Pec[ 2412
THENCE
(42)
S 43 -00 -00 W
100.00 FEET;
THENCE
(43)
N 47 -00 -00 W
147.45 FEET;
THENCE
(44)
N 46 -06 -21 W
73.01 FEET;
THENCE
(45)
N 46 -04 -03 W
95.21 FEET;
THENCE
(46)
N 12 -22 -28 W
136.86 FEET;
THENCE
(47)
N 34 -10 -10 E
120.98 FEET;
THENCE
(48)
N 43 -00 -00 E
140.00 FEET;
THENCE
(49)
N 53 -24 -34 E
98.68 FEET;
THENCE
(50)
N 80 -34 -26 E
114.62 FEET;
THENCE
(51)
S 56 -28 -36 E
114.62 FEET;
THENCE
(52)
S 41 -27 -20 E
70.08 FEET;
THENCE
(53)
S 47 -00 -00 E
140.00 FEET;
THENCE
(54)
S 49 -03 -24 E
58.13 FEET;
THENCE
(55)
S 56 -49 -58 E
204.72 FEET;
THENCE
(56)
S 55 -05 -57 E
67.70 FEET;
THENCE
(57)
S 55 -02 -13 E
47.55 FEET;
THENCE
(58)
S 06 -36 -51 W
135.00 FEET
TO THE BEGINNING
OF A 20.00 FOOT RADIUS
NON - TANGENT CURVE, CONCAVE
NORTHERLY, TO WHICH POINT A RADIAL LINE
BEARS S 50 -35 -02 W; THENCE
(59) EASTERLY ALONG LAST SAID CURVE AN
ARC LENGTH OF 31.42 FEET
THROUGH A CENTRAL
ANGLE OF 90- 00 -00;
THENCE
(60)
N 50 -35 -02 E
93.27 FEET;
THENCE
(61)
N 23 -38 -36 W
103.91 FEET;
THENCE
(62)
N 50 -35 -02 E
136.22 FEET;
THENCE
(63)
N 43 -52 -24 E
55.08 FEET;
THENCE
(64)
N 35 -36 -54 E
55.06 FEET;
THENCE
(65)
N 20 -09 -25 E
35.03 FEET;
THENCE
(66)
N 66 -41 -09 W
27.09 FEET;
THENCE
(67)
N 86 -28 -59 W
71.97 FEET;
20'j 6823 PGGC 2413
THENCE
(68)
N 81 -29 -33
W
83.16
FEET;
THENCE
(69)
N 74 -00 -30
W
83.15
FEET;
THENCE
(70)
N 66 -26 -28
W
83.15
FEET;
THENCE
(71)
N 58 -52 -25
W
83.15
FEET;
THENCE
(72)
N 52 -31 -54
W
75.90
FEET;
THENCE
(73)
N 51 -41 -55
W
70.00
FEET;
THENCE
(74)
N 53 -07 -12
W
156.39
FEET;
THENCE
(75)
N 29 -15 -42
W
114.77
FEET;
THENCE
(76)
N 14 -03 -11
E
114.77
FEET;
THENCE
(77)
N 39 -17 -28
E
87.34
FEET;
THENCE
(78)
N 47 -01 -54
E
70.15
FEET;
THENCE
(79)
N 43 -18 -05
E
510.07
FEET;
THENCE
(80)
N 35 -47 -19
W
250.23
FEET
TO THE BEGINNING
OF A 20.00
FOOT RADIUS
TANGENT CURVE, CONCAVE
SOUTHERLY; THENCE
(81) WESTERLY ALONG LAST
SAID CURVE AN
ARC LENGTH
OF 26.18 FEET THROUGH A CENTRAL ANGLE OF
75- 00 -00;
THENCE
(82)
S 69 -12 -41
W
0.18
FEET;
THENCE
(83)
S 35 -47 -19
E
108.45
FEET;
THENCE
(84)
S 18 -33 -37
W
94.03
FEET;
THENCE
(85)
S 36 -27 -52
W
60.98
FEET;
THENCE
(86)
S 58 -26 -13
W
60.98
FEET;
THENCE
(87)
S 71 -16 -41
W
172.57
FEET;
THENCE
(88)
S 20 -44 -04
E
16.71
FEET;
TO THE TRUE POINT OF BEGINNING.
CONTAINING 17.77 ACRES MORE OR LESS.
CIV1\l
Exp 3-31 -97
EXHIBIT "AIR
TRACT 5363 -1, ADJUSTED LOT 5 80046823 PARE z414
BEING AN ADJUSTMENT OF THE BOUNDARIES OF THOSE PARCELS OF LAND
DESCRIBED AS LOT "A" OF TRACT NO. 5476 PHASE I, RECORDED IN BK. 39,
PG. 184 AND LOTS 5 AND 7 OF TRACT NO. 5363 PHASE I, RECORDED IN BK.
39, PG. 142 IN THE OFFICE OF THE COUNTY RECORDER. ALSO BEING A
PORTION OF THE NORTHEAST QUARTER OF SECTION 17, T.29S., R.27E.,
M.D.M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF
CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTH QUARTER CORNER OF SAID SECTION 17, THENCE;
S 00 -37 -04 W 926.00 FEET; THENCE S 89 -22 -56 E 45.00 FEET TO THE
TRUE POINT OF BEGINNING;
THENCE (1) N 47 -15 -54 E 43.63 FEET,
THENCE (2) N 01 -52 -11 W 70.31 FEET
TO THE BEGINNING OF A 532.50 FOOT RADIUS NON - TANGENT CURVE, CONCAVE
SOUTHERLY, TO WHICH POINT A RADIAL LINE BEARS N 05 -16 -03 E; THENCE
(3) EASTERLY ALONG LAST SAID CURVE AN ARC LENGTH OF 134.52. FEET
THROUGH A CENTRAL ANGLE OF 14- 28 -26;
THENCE (4) S 72 -22 -56 E 200.00 FEET
TO TEE BEGINNING OF A 470.00 FOOT RADIUS TANGENT CURVE, CONCAVE
NORTHERLY; THENCE (5) EASTERLY ALONG LAST SAID CURVE AN ARC LENGTH
OF 393.75 FEET THROUGH A CENTRAL ANGLE OF 48- 00 -00;
THENCE (6) N 59 -37 -04 E 37.70 FEET
TO THE BEGINNING
OF
A 20.00 FOOT RADIUS
TANGENT CURVE, CONCAVE.
WESTERLY; THENCE
(7)
NORTHERLY ALONG LAST
SAID CURVE AN ARC LENGTH
OF 31.45 FEET THROUGH A CENTRAL ANGLE OF
90- 05 -01;
THENCE (8) N 60 -09 -05 E 69.21 FEET
TO THE BEGINNING OF A 20.00 FOOT RADIUS NON - TANGENT CURVE, CONCAVE
NORTHERLY, TO WHICH POINT A RADIAL LINE BEARS S 57 -51 -16 W; THENCE
(9) NORTHEASTERLY ALONG LAST SAID CURVE AN ARC LENGTH OF 30.80 FEET
THROUGH A CENTRAL ANGLE OF 88- 14 -12;
THENCE (10) N 59 -37 -04 E 363.65 FEET
TO THE BEGINNING OF A 450.00 FOOT RADIUS TANGENT CURVE, CONCAVE
SOUTHERLY; THENCE (11) SOUTHEASTERLY ALONG LAST SAID CURVE AN ARC
LENGTH OF 466.24- FEET THROUGH A CENTRAL ANGLE OF 59 -21 -51
TO THE BEGINNING OF A 20.00 FOOT RADIUS COMPOUND REVERSE CURVE,
CONCAVE NORTHERLY; THENCE (12) NORTHEASTERLY ALONG LAST SAID CURVE
AN ARC LENGTH OF 34.05 FEET THROUGH A CENTRAL ANGLE OF 97- 31 -58;
THENCE (13) S 46 -58 -35 E 63.96 FEET
aTj� 6823 PAC( 2415
TO THE BEGINNING OF A 20.00 FOOT RADIUS NON - TANGENT CURVE, CONCAVE
EASTERLY, TO WHICH POINT A RADIAL LINE BEARS N 66 -00 -28 W; THENCE
(14) SOUTHEASTERLY ALONG LAST SAID CURVE AN ARC LENGTH OF 25.31
FEET THROUGH A CENTRAL ANGLE OF 72 -30 -05
TO THE BEGINNING OF A 450.00 FOOT RADIUS COMPOUND REVERSE CURVE,
CONCAVE SOUTHWESTERLY; THENCE (15) SOUTHEASTERLY ALONG LAST SAID
CURVE AN ARC LENGTH OF 99.91 FEET THROUGH A CENTRAL ANGLE OF
12- 43 -14;
THENCE (16) S 35 -47 -19 E 312.83 FEET;
THENCE (17) S 54 -12 -41 W 60.00 FEET;
THENCE (18) N 35 -47 -19 W 250.23 FEET
TO THE BEGINNING OF A 20.00 FOOT RADIUS TANGENT CURVE, CONCAVE
SOUTHERLY; THENCE (19) WESTERLY ALONG LAST SAID CURVE AN ARC LENGTH
OF 26.18 FEET THROUGH A CENTRAL ANGLE OF 75- 00 -00;
THENCE
(20)
S
69 -12 -41
W
0.18
FEET;
THENCE
(21)
S
35 -47 -19
E
108.45
FEET;
THENCE
(22)
S
18 -33 -37
W
94.03
FEET;
THENCE
(23)
S
36 -27 -52
W
60.98
FEET;
THENCE
(24)
S
58 -26 -13
W
60.98
FEET;
THENCE
(25)
S
71 -16 -41
W
172.57
FEET;
THENCE
(26)
S
20 -44 -04
E
16.71
FEET;
THENCE
(27)
S
01-26 -51
E
139.34
FEET;
THENCE
(28)
S
45 -39 -01
W
128.27
FEET;
THENCE
(29)
S
84 -34 -06
W
128.27
FEET;
THENCE
(30)
N
42 -27 -10
W
129.08
FEET;
THENCE
(31)
N
08 -46 -46
W
61.85
FEET;
THENCE
(32)
N
00 -52 -03
W
64.69
FEET;
THENCE
(33)
N
11 -01 -40
W
25.00
FEET;
THENCE
(34)
S
78 -37 -31
W
35.14
FEET;
THENCE
(35)
S
69 -04 -14
W
46.92
FEET;
THENCE
(37)
N
67 -31 -56
W
10.17
FEET;
FOGY G823 PAGE 2416
THENCE (38) N 24 -08 -06 W 102.68 FEET
TO THE BEGINNING OF A 465.00 FOOT RADIUS NON - TANGENT CURVE, CONCAVE
SOUTHERLY, TO WHICH POINT A RADIAL LINE BEARS N 24 -08 -06 W; THENCE
(39) SOUTHWESTERLY ALONG LAST SAID CURVE AN ARC LENGTH OF 72.97
FEET THROUGH A CENTRAL ANGLE OF 08- 59 -28;
THENCE
(40)
S
56 -52 -26
W
50.00
FEET;
THENCE
(41)
S
33 -07 -34
E
245.00
FEET;
THENCE
(42)
S
36 -30 -03
E
60.10
FEET;
THENCE
(43)
S
29 -15 -59
E
85.52
FEET;
THENCE
(44)
S
00 -53 -33
E
103.59
FEET;
THENCE
(45)
S
28 -49 -19
W
103.59
FEET;
THENCE
(46)
S
57 -26 -17
W
79.38
FEET;
THENCE
(47)
S
57 -43 -10
W
60.01
FEET;
THENCE
(48)
S
56 -52 -26
W
360.00
FEET;
THENCE
(49)
S
56 -52 -26
W
180.00
FEET;
THENCE
(50)
S
59 -05 -37
W
67.69
FEET;
THENCE
(51)
S
65 -09 -38
W
69.19
FEET;
THENCE
(52)
S
71 -21 -28
W
69.19
FEET;
THENCE
(53)
S
72 -03 -01
W
67.45
FEET;
THENCE
(54)
S
89 -39 -32
W
95.35
FEET;
THENCE
(55)
N
13 -33 -22
E
110.00
FEET
TO THE BEGINNING OF A 92.00 FOOT RADIUS NON - TANGENT CURVE, CONCAVE
NORTHERLY, TO WHICH POINT A RADIAL LINE BEARS S 13 -33 -22 W; THENCE
(56) WESTERLY ALONG LAST SAID CURVE AN ARC LENGTH OF 20.16 FEET
THROUGH A CENTRAL ANGLE OF 12- 33 -21;
THENCE (57) S 13 -33 -22 W
THENCE (58) N 61 -44 -57 W
106.96 FEET;
101.38 FEET;
THENCE (59) S 75 -24 -14 W 11.84 FEET
TO THE BEGINNING OF A 2955.00 FOOT RADIUS NON - TANGENT CURVE,
CONCAVE EASTERLY, TO WHICH POINT A RADIAL LINE BEARS S 75 -24 -14 W;
THENCE (60) NORTHERLY ALONG LAST SAID CURVE AN ARC LENGTH OF 784.64
FEET THROUGH A CENTRAL ANGLE OF 15- 12 -50;
soa:t6823 r,c[ 2417
THENCE (61) N 00 -37 -04 E
374.26 FEET
TO THE TRUE POINT OF BEGINNING.
CONTAINING 37.68 ACRES, MORE OR LESS.
EXHIBIT "All 600. +6823 PACE 2418
TRACT 5363 -1, ADJUSTED LOT 7'
BEING AN ADJUSTMENT OF THE BOUNDARIES OF THOSE PARCELS OF LAND
DESCRIBED AS LOT "A" OF TRACT NO. 5476 PHASE I, RECORDED IN BK. 39,
PG. 184 AND LOTS 5 AND 7 OF TRACT NO. 5363 PHASE I, RECORDED IN BE.
39, PG. 142 IN THE OFFICE OF THE COUNTY RECORDER. ALSO BEING A
PORTION OF THE NORTHEAST QUARTER OF SECTION 17, T.29S., R.27E.,
M.D.M., IN THE CITY OF BA KERSFIELD, COUNTY OF KERN, STATE OF
CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE EAST ONE - QUARTER SECTION OF SAID SECTION 17, SAID
POINT BEING ON THE CENTERLINE OF COFFEE ROAD; THENCE ALONG SAID
CENTERLINE N 00 -37 -57 E 210.00 FEET; THENCE DEPARTING SAID
CENTERLINE N 89 -22 -03 W 139.00 FEET TO THE TRUE POINT OF BEGINNING
THENCE
(1)
N
89 -22 -03
W
233.32
FEET;
THENCE
(2)
N
46 -18 -21
W
209.81
FEET;
THENCE
(3)
S
50 -35 -02
W
206.68
FEET
TO THE BEGINNING OF A 470.00 FOOT RADIUS TANGENT CURVE, CONCAVE
SOUTHEASTERLY; THENCE (4) SOUTHERLY ALONG LAST SAID CURVE AN ARC
LENGTH OF 237.89 FEET THROUGH A CENTRAL ANGLE OF 29- 00 -00;
THENCE
(5)
S
21 -35 -02
W
126.74
FEET;
THENCE
(6)
N
68 -24 -58
W
147.35
FEET;
THENCE
(7)
N
61 -05 -04
W
82.10
FEET;
THENCE
(8)
N
56 -01 -30
W
82.10
FEET;
THENCE
(9)
N
51 -04 -33
W
83.99
FEET;
THENCE
(10)
N
47 -00 -00
W
151.00
FEET;
THENCE
(11)
N
43 -00 -00
E
100.00
FEET;
THENCE
(12)
N
47 -00 -00
W
35.00
FEET;
THENCE
(13)
S
43 -00 -00
W
100.00
FEET;
THENCE
(14)
N
47 -00 -00
W
147.45
FEET;
THENCE
(15)
N
46 -06 -21
W
73.01
FEET;
THENCE
(16)
N
46 -04 -03
W
95.21
FEET;
THENCE
(17)
N12
-22 -28
W
136.86
FEET;
THENCE
(18)
N
34 -10 -10
E
120.98
FEET;
THENCE
(19)
N
43 -00 -00
E
140.00
FEET;
BoaK6823 na 2419
THENCE (20)
N 53 -24 -34 E
98.68 FEET;
THENCE (21)
N 80 -34 -26 E
114.62 FEET;
THENCE (22)
S 56 -28 -36 E
114.62 FEET;
THENCE (23)
S 41 -27 -20 E
70.08 FEET;
THENCE (24)
S 47 -00 -00 E
140.00 FEET;
THENCE (25)
S 49 -03 -24 E
58.13 FEET;
THENCE (26)
S 56 -49 -58 E
204.72 FEET;
THENCE (27)
S 55 -05 -57 E
67.70 FEET;
THENCE (28)
S 55 -02 -13 E
47.55 FEET;
THENCE (29)
S 06 -36 -51 W
135.00 FEET
TO THE BEGINNING OF A 20.00 F0OT RADIUS
NORTHERLY, TO WHICH POINT
NON - TANGENT CURVE, CONCAVE
A RADIAL LINE
(30) EASTERLY ALONG LAST SAID CURVE AN
BEARS S 50 -35 -02 W; THENCE
THROUGH A CENTRAL
ANGLE OF 90- 00 -00;
ARC LENGTH OF 31.42 FEET
THENCE (31) N 50 -35 -02 E
93.27 FEET;
THENCE (32) N 23 -38 -36 W
103.91 FEET;
THENCE (33) N 50 -35 -02 E
136.22 FEET;
THENCE (34) N 43 -52 -24 E
55.08 FEET;
THENCE (35) N 35 -36 -54 E
55.06 FEET;
THENCE (36) N
20 -09 -25 E
35.03 FEET;
THENCE (37) N
66 -41 -09 W
27.09 FEET;
THENCE (38) N
86 -28 -59 W
71.97 FEET;
THENCE (39) N
81 -29 -33 W
83.16 FEET;
THENCE (40) N
74 -00 -30 W
83.15 FEET;
THENCE (41) N
66 -26 -28 W
83.15 FEET;
THENCE (42) N
58 -52 -25 W
83.15 FEET;
THENCE (43) N
52 -31 -54 W
75.90 FEET;
THENCE (44) N
51 -41 -55 W
70.00 FEET;
THENCE (45) N
53 -07 -12 W
156.39 FEET;
WBy LUW
A
g D m Z
It m o N N 0 zo c>
m z r
p 30638'S1'IN "1 p O
cn
�u°iNA1o° O�F14'1.M9 oxn O f �
6°0d°\ q Om 0)
- x
ppa L 9
$ pJ A oo co S
N
P.m o D
mwOm p
y I
m r
O Z�Z Z
Z D BR 3a `' ?•`�F. D 3" m m W m in ,ai A A O
m R`�S0'° Zl AUy >w am a =- mm m
D <� °c�ee m °; m, o I I I
Ar Ja J A r'� D N.'IOl_
mo m z U) m
o� D ��zMW D
�p Op
mD O>c z 0
o yy A m m p➢
m m )9�yE 6E'y �Y 5 So �� V A Q D D O? IA-TI C
o� �aae °�y �� �aae9E �o�� S.°• eUNa /VfJ1 �mpo� nlTl
'C 2a�6'� o\' 4c` \d \yS'. MR'' 4a O. m A �1 m" O X VJ
O " P °S > O r' rrl p c= Co
306'36.51 "W r O O >> 0 11 Ial Q 135.00' A z �!yy' g0 Z0yZ5 ` Oz m m
0�('J room �n
m'1 aood S �op'.v °�, �'� 39 °�d� C m0�Oymm
�� N°°O° 920 f„O\ � F� N AZJ zO >mm co
➢�� -Irm "Z
TR ?s''F, uw uii' m(O A(J7
Jp2J vvD m Z Am o➢ O
A Z
p�m J J O
moo
*R €GISTEq z O C-)
.YyS zDEp1, EOm " o mmw p CO D .-f_7 1�
IIr 5�A ° frTl A���0 ����X p }n,
v r w o N II o —tea -7� N m 3 (n (T U �T1 L r
% w "'a° o uAA >z0Z wwa DG ww >D� DOD Ln
OP4 l�,d'A ,tea o w> m y mzo wum NN uwm Z m
iq *a33M�a� =-II=rn o- 0 00o G o00 AuO W
2• .9 A-m m ' 000
v1 —? O (7 V U N [n p W
o mm m� m II II D' II II➢ ZA?
W
2 y
m5
m s'3Nd1a3n I a N0037'04 -E _
g$ _ --- -*---- 1300.8'
N003704 374.26 L96 928.00
y Z
m p R II po -7i_ f°„ o
U O fy
m N mW R 2
,Hy w a
o
4, m �N Aim
4 ma "myl 0�z
w g� 5c� o sacz�N P ,4 oazo
NPy1 C L p , N OOa r
mym i0 �2 `E�. ND m JD O
bgmogw o .� �b. Zrno J
nln AYE �n��° a D miy —I
m' a
m m mz F
A= y. Y Z£, / fPm 'm
ro z" —
s�
pV Z,
M a_ 0
m p
Z
. 68 32 Fri D BL, BL, LL m
0 O mm I'I
Oe`` DOj oAm�o
d' m r7. amm- X
o W
f� 3 fyz 4C �� LB3
o
�mmi ,-
t
,C
C n_6
ZmAm�i
ND V Z )B �6 OCVOZ, i ca
0 D K ti`y r 0 i�
OOm�P
20
o V w 0 O
m Z
Z. oZr
NA >aZ O
p 5�nn V' JO
vL „w c5 om� WA
z 0
N m p Z
V o D O w
O m U r
mV E 0W0
N 500'37
zi
57 W 1395.41 D W
v5
__ N003Y57 -E $ _ COFFEE N00'3T57 -E ROAD 1 m ,
210.00' - - -
m 4L REGISTFRF
z ati�' DEry �o
Cf < {}I N
ZC
°Pry 11d� m
A /A* N33H�`3 D
(� m
D
(n w
I
m x A
W III
I
N p m
0 � D
D
°> �1
N
9�214'�'1
-`d
8�8
[
G'i
L'G's�
�d
J
N °J�G�GGGG�SGGGor
iuui
OrOPJPNA4N�
`b �Y
GrrGGGGam
f34
oy�i
N,U'�_U"ju000N
°s
°Py�P
wNE
N °VPG"AwG"G
°mm�muXuN�oL;G
888
88888
ii�AwN�
8
GGG:GGCm
88888N
'w��ak��mNo�m�ywNe��
zzz
�z�z�zzzzzzz
CB�xkk
u8ffiSCBL'z'8m&s:Wm8s8N?�.°
zz
zzzz
zzzz
7,n�
uNwm4
G
um8mmH8aU8NP.m��
s
$AN°�AA
NNW
NasN��m$H
u�N"�4°
="8N8Q
G'>r�U'NP$,P
a
wW
w
�.3uaNU
. °Ya
ISM'.
i58Y88888
=W
68km
k�.Pi'u
N°mN.kGBmYomUkHGG
° °PN�i9Ua'9m
88s'�^m8'.8m_8
.BU�m
; mkg
F
=N84
&N8>
&85�:888k88um”
m$L�GiLNsS
�VN�F�iN��NmV�Oir
G[
[
�X
�d
J
N °J�G�GGGG�SGGGor
iuui
OrOPJPNA4N�
`b �Y
GrrGGGGam
°Py�P
wNE
N °VPG"AwG"G
°mm�muXuN�oL;G
ii�AwN�
GGG:GGCm
8gwwwz
zzz
�z�z�zzzzzzz
CB�xkk
u8ffiSCBL'z'8m&s:Wm8s8N?�.°
zz
zzzz
zzzz
7,n�
uNwm4
G
N
s
$AN°�AA
NNW
NasN��m$H
u�N"�4°
G'>r�U'NP$,P
a
wW
w
�.3uaNU
. °Ya
ISM'.
i58Y88888
=W
68km
k�.Pi'u
N°mN.kGBmYomUkHGG
° °PN�i9Ua'9m
k=
.BU�m
; mkg
F
Pss
mF££
&85�:888k88um”
Fm
££FF
�k8s8�CPAmusNVm�
m£m
mF
F
F£FFFFmm
mmFF£
EFFF
m
£FF
F
EFFmmF
eoSmWs�s�a��ooNam�
�'"$mm$
>°magu��Q��uONU°i4
P
$ 888GS
,°°
°8mu
°8
°'NO88��C88
&e9auuu
wmG88mw�k��8
°BY�kN�
&e8.$'m
8ov8em's
mmeG88amYkGmm.$�
9aUiwusBm
�VN�F�iN��NmV�Oir
G[
[
pwG
J
N °J�G�GGGG�SGGGor
iuui
OrOPJPNA4N�
`b �Y
GrrGGGGam
ii�AwN�
z�^°'mv
7,n�
uNwm4
N
s
NNW
u�N"�4°
a
w
k=
.BU�m
-a
B�.=
Pss
&P
&85�:888k88um”
�k8s8�CPAmusNVm�
F
£mmFFmF
mmFF£
EFFF
m
£FF
F
EFFmmF
eoSmWs�s�a��ooNam�
>°magu��Q��uONU°i4
-Y
OJmwJMOSS»BromL��iB�
`"ona
wmG88mw�k��8
&e8.$'m
8ov8em's
mmeG88amYkGmm.$�
THENCE
THENCE
THENCE
THENCE
THENCE
THENCE
(46) N 29 -15 -42 W
(47) N 14 -03 -11 E
(48) N 39 -17 -28 E
(49) N 47 -01 -54 E
(50) N 43 -18 -05 E
(51) N 54 -12 -41 E
eoov6823 Pace 2420
114.77
FEET;
114.77
FEET;
87.34
FEET;
70.15
FEET;
510.07
FEET;
60.00
FEET;
THENCE (52) S 35 -47 -19 E 41.34 FEET
TO THE BEGINNING OF A 25.00 FOOT RADIUS TANGENT CURVE, CONCAVE
NORTHEASTERLY; THENCE (53) EASTERLY ALONG LAST SAID CURVE AN ARC
LENGTH OF 8.69 FEET THROUGH A CENTRAL ANGLE OF 19 -55 -11
TO THE BEGINNING OF A 92.00 FOOT RADIUS COMPOUND REVERSE CURVE,
CONCAVE SOUTHWESTERLY; THENCE (54) SOUTHEASTERLY ALONG LAST SAID
CURVE AN ARC LENGTH OF 50.43 FEET THROUGH A CENTRAL ANGLE OF
31- 24 -32;
THENCE (55) S 77 -37 -25 E
THENCE (56) S 89 -22 -03 E
THENCE (57) S 00 -37 -57 W
TO THE TRUE POINT OF BEGINNING.
CONTAINING 34.05 ACRES, MORE OR LESS.
136.48 FEET;
315.48 FEET;
1385.41 FEET
,r
CIVIL
Oi CAUF�y 3
RECORDING REQUESTED BY, AND FOR THE
BENEFIT OF THE CITY OF BAKERSFIELD,
AND WHEN RECORDED MAIL TO:
Name
City of Bakersfield
Address
City Surveyor
City, State
1501 TroxWn Avenue
Zip
BakenMeld, CA 93301
MAIL COPY TO
Name
DeWalt Corporation
Address
1930 -22nd Street
City, State
Bakersfield, CA 93301
Zip
James Maples.Assessor- Recorder JASON
Kern County Official Records
Pages 3
DOCUMENT #:01970228.51 I21/06/0897
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Othes. 13.00
TOTAL
PAID.. 13.00
Stat, Types�l
SPACE ABOVE THIS LINE FOR RECORDER, we
CERTIFICATE OF CORRECTION
NOTICE IS HEREBY GIVEN THAT EXHIBIT "A" OF THAT CERTAIN CERTIFICATE OF COMPLIANCE FOR LOT LINE
ADJUSTMENT NO. 344 RECORDED IN BOOK 6823, PAGE 2414, AND EXHIBIT "B" OF SAID CERTAIN CERTIFICATE
OF COMPLIANCE FOR SAID LOT LINE ADJUSTMENT NO. 344 RECORDED IN BOOK 6823, PAGES 2423 AND 2424,
OFFICIAL RECORD, IN THE OFFICE OF THE KERN COUNTY RECORDER, ARE CORRECTED IN ACCORDANCE WITH
SECTION 66469 OF THE SUBDIVISION MAP ACT, AND SECTION 8770.5 OF THE LAND SURVEYORS ACT, AS
FOLLOWS:
EXHIBIT "A" ILEGAL DESCRIPT10N1
ITEM WHICH READS: THENCE (6) N 59,37-04 E, 37.70 FEET TO THE BEGINNING OF A 20.00 FOOT
RADIUS TANGENT CURVE, CONCAVE WESTERLY;
IS HEREBY CORRECTED TO READ: THENCE (6) N 59 °37'04" E, 37.14 FEET TO THE BEGINNING OF A 20.00
FOOT RADIUS TANGENT CURVE, CONCAVE WESTERLY;
ITEM WHICH READS: THENCE (7) NORTHERLY ALONG LAST SAID CURVE AN ARC LENGTH OF
31.45 FEET THROUGH A CENTRAL ANGLE OF 90 -05 -01;
IS HEREBY CORRECTED TO READ: THENCE (7) NORTHERLY ALONG LAST SAID CURVE, AN ARC LENGTH OF
31.41 FEET, THROUGH A CENTRAL ANGLE OF 89 °59'16 ";
ITEM WHICH READS: THENCE (8) N 60-09-05 E, 69.21 FEET TO THE BEGINNING OF A 20.00 FOOT
RADIUS NON- TANGENT CURVE, CONCAVE NORTHERLY, TO WHICH POINT
A RADIAL LINE BEARS S 57 -51 -16 W;
IS HEREBY CORRECTED TO READ. THENCE (8) N 60015'02" E, 70.04 FEET TO THE BEGINNING OF A 20.00
FOOT RADIUS NON- TANGENT CURVE, CONCAVE NORTHERLY, TO WHICH
POINT A RADIAL LINE BEARS S 57023'21" W;
ITEM WHICH READS: THENCE (9) NORTHEASTERLY ALONG LAST SAID CURVE, AN ARC LENGTH
OF 30.80 FEET THROUGH A CENTRAL ANGLE OF 88- 14 -12;
IS HEREBY CORRECTED TO READ: THENCE (9) NORTHEASTERLY ALONG LAST SAID CURVE, AN ARC LENGTH
OF 30.64 FEET, THROUGH A CENTRAL ANGLE OF 87046'17 ";
ITEM WHICH READS: THENCE (10) N 59 -37 -04 E, 363.65 FEET TO THE BEGINNING OF A 450.00
FOOT RADIUS TANGENT CURVE, CONCAVE SOUTHERLY;
IS HEREBY CORRECTED TO READ: THENCE (10) N 59037-04" E, 363.38 FEET TO THE BEGINNING OF A 450.00
FOOT RADIUS TANGENT CURVE, CONCAVE SOUTHERLY;
KFF >cyorm-ewr..mwroowvxracmrOam.R 1 of 3
CERTIFICATE OF CORRECTION FOR
LOT LINE ADJUSTMENT NO. 344
EXHIBIT "B" (MAP)
LINE DATA, LINE NO. L94, WHICH READS. S 60 009'05" W, 69.21'
IS HEREBY CORRECTED TO READ: N 60-15'02" E, 70.04'
LINE DATA, LINE NO. L95, WHICH READS:
N 59 °37.04" E, 37.70'
IS HEREBY CORRECTED TO READ:
N 59 037'04" E, 37.14'
CURVEDA7A, CURVENO. C16, WHICHREADS:
DELTA = 88 °14'12"
RADIUS = 20.00'
TANGENT = 19.39'
LENGTH = 30.80'
IS HEREBY CORRECTED TO READ:
DELTA = 87-46'17"
RADIUS = 20.00'
TANGENT = 19.24'
LENGTH = 30.64'
CURVEDATA, CURVENO. C17 WHICHREADS:
DELTA = 90 °05'01"
RADIUS = 20.00'
TANGENT = 20.03'
LENGTH = 31.45'
IS HEREBY CORRECTED TO READ:
DELTA = 89 °59'16"
RADIUS = 20.00'
TANGENT = 20.00'
LENGTH = 31.41'
THE TANGENT LINE BETWEEN C15 AND C16
WHICH READS.- N 59 °37'04" E, 363.65'
IS HEREBY CORRECTED TO READ: N 59 037'04" E, 363.38'
THE NAMES OF THE PRESENT FEE OWNERISI OF REAL PROPERTY AFFECTED BY SUCH CORRECTION OR OMISSION
ARE AS FOLLOWS:
COLEMAN HOMES, A CALIFORNIA CORPORATION
THIS IS TO CERTIFY THAT THE ABOVE CERTIFICATE OF CORRECTION WAS PREPARED BY OR UNDER THE
DIRECTION AND CONTROL OF THE UNDERSIGNED REGISTERED CIVIL ENGINEER.
K£A C10.GCgWTW.gMppCAgJtJ,ILMR'ppLgW
No. 15331 DENNIS W. DEWALT
R.C.E. 15331, EXP. 3/31/97
w`1 CAUFO��
2 of
CERTIFICATE OF CORRECTION FOR
........................................................................................................................................................................ ..............................
LOT LINE 344
.
THIS IS TO CERTIFY THAT THE ABOVE CERTIFICATE OF CORRECTION HAS BEEN EXAMINED THIS DAY
OF , 1997, FOR CONFORMANCE WITH THE REQUIREMENTS OF SECTION 66469 OF THE
SUBDIVISION MAP ACT AND SECTION 8770.5 OF THE LAND SURVEYOR'S ACT.
/ UGn
J . LAROCHE LE, CITY SURVEYOR
S. , EXP. 9/30/97
3 of
80,3x. 6823 Pecs 2440
RECD,%jjNC
REQuESrE
RECORDED 'r'
' SIGNF1t M REPRESENTWG --
Return i MO
4IL
1NDNIDUAL(S)
GALE S.ENSTAD
T
CORPORATE OFFICER(S)
KERN COUNTY P,cCOP,f `
PARTNER(S)
En
City Engineer
ATTORNEY- IN -FACF
TRUSTEE(S)
1501 Truxtun Avenue
045607
93 MAR F Aii Gt 05
GUARDIAN /CONSERVATOR
Bakersfield, CA. 93301
OTHER:
ORS
3,00
TRUST DEED HOLDER
CONSENT FORM
'liz
FE
I z
CHECK
5.00
THE UNDERSIGNED,
CLAIMING SOME RIGHT OR INTEREST UNDER THAT
CERTAIN DEED OF
TRUST RECORDED
July 14, iB 92
IN BOOK 6700
PAGE 15
1
OF OFFICIAL RECORDS,
EXECUTED BY:
3
I
t
Riverlakes Ranch Limited Partnership, a California Limited AS TRUSTOR,
Partnership
Golden Eagle Insurance Company AS TRUSTEE, AND
Golden Eagle Insurance Company
AS BENEFICIARY,
HEREBY CONSENT TO THE MAKING OF Lot Line Adjustment 41344 -93
AND AGREE TO BE BOUND THEREBY AND THAT THEIR RIGHT, TITLE OR
INTEREST IS SUBJECT THERETO.
Golden E /agg e'/ /I�nnsuranccje Company
BY • J 414( (,Y�Q'
K.R. VIODES, ATTORNEY —IN —FACT
Slate of California )
aeunry of ORANGE )
On 3/22/93 bcfom mc. VICTORIA M. CAMPBF,ry public personalty appcartil
K. R. VI�DES�— M:Lper Mly known to me OR O pmve,1 to me on the basis
o(mutUctory cvtdena to he the person(') whose name(') wu/ ,e subxenbd to the within imtrument and ackvvvldgd to me that
hesheAhey aautd the same in htrl tAheir amhonrsd apaury(ies), and that by his/hcrAheu.,I;unme(t) on the intumnem the
Pcn,on(s), or the un iry upon behalf of which the penon(e) aetd, aautd the instrument.
OFFICIAL SEAL
Whom my hand and omeial seal. ThLdMY ICTORIA M . CAMPBELL U OTARY J r, PRINOROMMIRRIIIN FYVIPLC wnv o
-'''- CAPACITY CLAIMED BY SIGNBR
' SIGNF1t M REPRESENTWG --
1NDNIDUAL(S)
NAME OF PERSON(S) OR EK=(IES):
GOLDEN EAGLE INSURANCE COMHPANY
CORPORATE OFFICER(S)
PARTNER(S)
XK
ATTORNEY- IN -FACF
TRUSTEE(S)
SUBSCRIBING WRNESS
GUARDIAN /CONSERVATOR
OTHER:
Return TO: Rfp� �TGrHG
City Engineer i Ng1L Q S Y
1501 Truxtun Avenue
Bakersfield, CA. 93301
Boj? 6823 WE 2439
RECORDED E:Y
GALE S.ENSTAi11,
KERN COUNTY 'Er""
045606 93 MA? J" a e o
TRUST DEED HOLDER CONSENT FORM
Elm
W. FE
Q*LT(
THE UNDERSIGNED, CLAIMING SOME RIGHT OR INTEREST UNDER THAT
CERTAIN DEED OF TRUST RECORDED May 22, , 19 92
i IN BOOK 6677 PAGE 1575 OF OFFICIAL RECORDS,
1_cF - EXECUTED BY:
.' Riverlakes Ranch Limited Partnership, a California Limited AS TRUSTOR,
artnera ip
1 World Title Company P Y AS TRUSTEE, AND
-- California Republic Bank AS BENEFICIARY,
HEREBY CONSENT TO THE MAKING OF Lot Line Adjustment 11344 -93
AND AGREE TO BE BOUND THEREBY AND THAT THEIR RIGHT, TITLE OR
INTEREST IS SUBJECT THERETO.
Calif ¢# a Vblic nk
BY: {hill BY:
STATE OF CALIFORNIA
COUNTY OF KERN
Y3100
I.W
,5,00
On ft h 18, 1993 before me, DenirE Porter personally
appeared Phil Lacey and G. E. Gill
personally known to me
(or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is /are 1
subscribed to the within instrument and acknowledged to me that he /she /they executed the same in
his /her /their authorized capacity(im), 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
DENICE PORTER
COMM. #970394 (Notary Public's Signature)
NOTARY PUBLIC -CAL IFOR
NIA
C
KERN OLTITY N Denice Porter
MyCarve RN O July29, 1938
(Type or Print Name)
IaweN Iuud 10 addl)
za110d DDTuaQ
(ainleu8!S s,o!!gn
H 9664'6iAufw!d<3'0/YI
0 tlI IHWIV'0llEnd ION
a VOCULWAVIlcO (p
83180d 30IN30 M
Teas !e!3p70 pug pugq Sw SSHNlIm
•luawni]sw ayl pal naaxa 'pawe (s)uoszad oql gwym /o,!!eyaq uodn Anlua cyl 11'(1)11szad aql
luawnilsw aql uo (s)vnleu5!s naglpay /s!y dq leyl pug '(so!).Slpedea pazuoylne nay] /tay /s!y
u! awes ayl Palnaaxo 6ay1 /aqs /ay legs am of paSpa!mou>foe pug luawnJOepl u!yllm ayl of paquasgns
aye /s! (s)aweu osogm (s)uosnd ayl oq of (oouzp!wa d,oloe /saes fo s!seq oql vo aw of panold io)
am dl umou>[ SNeuosiad
Ii ?9 "d '9 pug 600e'I TTyd Paeadde
.G!euosnd z 'am aso7aq SW °O
Ni13}I 410 AZNCIOJ
VIN110dIT170 110 HSVSS
�A9
31 H aTTq d 3TTRO
'01383H1 103(`Sf1S SI IS383INI
HO 31111 '1Hx01tl U13H1 1VHl ONV AS3U3Hl ONf108 38 Ol 3380V ONV
£6 -417C# guaaw SR py auT'I zoq d0 UNIAVW 3Hl Ol 1N3SNOO AS3N3H
AHVIOId3N3e Stl
dueg oTTgndag eTuzo;TTVO
ONV '331sfINl Stl A UF a o� .S
dTyszaugzed
'doisnHl Stl pogTMT'I gTuao3LTe'J a Tgszaulzed pagTwTT y usg saa)sixanT
�J
'ci1COG�`ti �1N(1GG Nab} IOEE6 "VD 'Pla!}va>Ipg
Gtl1SN3'S 31tl9 anuanV unixnll IOSI
7TV
01 N I laau!0u3 /4!7
03oa003a A8 0311;jOp3a :ol uiniaa
gfvz 3eva £789 acoa `JNr0r,033a
:).a 031f103X3
'SOHODau IVIO1330 d0 9TSi—
30Vd
6779 MOOS NI
06 61 ' `I£ zagoz00
O30kI00au lsnH -L
d0 0330 NItl1H30
1tlHl 83ONn 1S3H31N1 80 1Hx01H
3WOS E)NIWIVIO
'133MOISH30Nf1 3H1
00'1
33'33a
00 "T
d3W WHOA 1N3SNOO H3010H 0330 lsfltll
0( )'E
9�-.aWv UCawC6
SO99h0
�J
'ci1COG�`ti �1N(1GG Nab} IOEE6 "VD 'Pla!}va>Ipg
Gtl1SN3'S 31tl9 anuanV unixnll IOSI
7TV
01 N I laau!0u3 /4!7
03oa003a A8 0311;jOp3a :ol uiniaa
gfvz 3eva £789 acoa `JNr0r,033a
(aweN luud jo 2d.(1)
ia;xod a3Tua(l
(vnleu8lS s,a0gn N)-
�l'D
H 8%1'61 Gn1's d -31.,3 W
P WNNOinvo- onBndANY10.N
a 1860C6R'N1W00
83180d 301N30
leas le!apJO pug pueq Am SSaNUIM
'lu2wnilsu! 241 polno='polae (s)uomd aql 4o!gb 10 llegoq uodn Alpua aq1 io'(s)uosiod 2ql
7 uawnjlsw 2q1 uo (s)aanleu8!s n2gl /sag /s!4 Aq 1e41 pug '(n!)Al!aeduo pazuOging iuglpay /s!q
u! awes 2ql polnoon Aa4l /oqs /oq 1g41 2w of p28p2lmougag pug luawnllsul u!41!z+ag7 01 pzquosgns
tie /s! (s)2weu 2soq& (s)uosizd 2q1 aq of (2a=p! o .4oloe19!les to slsuq 2ql uo aw of p2 ojd jo)
2w 01 U&O" dlleuosnd TTT£ •u •0 PUB 6aoe7 7T4d ponodde
Anauovod �„ 'zw atoJaq 19T pj, uO
i
NUMI 30 AIN=
VINUOdiliV3 110 31tl1S
/ :A8 :AB
i
xuu8 OTT� q aH _ OTTTgO
'013t13H1 1oarens SI 1S3N31N1
ld0 31111 '1HOI8 6113H1 1VH1 ONV A8383H1 ON(108 38 Ol 33tlOV ONV
£6 -77£11 quawq,sn py auTq aoq d0 ONINVW 3H1 Ol 1N3SN00 A83H3H -"
'AUVIOId3N38 SV xlueg aTTgn ag eTuzO;TTeO
ONV ' 331S1181 SV us wo Og I
dTgszaujaud
-
'Hoisnal sV Pu4TmT'I
uTUJO3TTa0 g Tgsz ulaud pagTMVI gOueg FI—JOAT'd
-
:As 031f103X3
'SO8003tl IVIoIddO d0
£9ZZ 30Vd
W 79— >1008 NI
06 el I£
aago, 0 o30Noo38 lsmu
d0 0330 NIV1N3o
1VH1 H3ONI1 1S3831NI-
HO 1H`../lW 3WOS !DNIWIV10
'03NIDIS83ONn 3H1
000'1
)3.Wj
ii
%'i
31a
WHOd 1N3SN00
83010H 0330 1snu.L
00' f
990 is 1:4 US�vwCG
h099h0
:003d AjNft00 Na3H
toeea'v�'P(a! }sJa fog
a71SN3'S 31VO
anuanV un;xn'l 109L
J.0 o30a003a
,aau!6u3 Na
01 llvw Z :Ol uJnia3
L Ct7Z iota C769raoa
AONIOOtlmov
RECnRDING REQUIiTED BY:
WORLD TITLE COMPANY
ORDER NO. 9606335
WHEN RECORDED MAIL TO:
Return To:
City Engineer
1501 Truxtun Avenue
Bakersfield, CA. 93301
045603
N T D E E D
THE UNDERSIGNED GRANTOR(S) DECLARE(S)
DOCUMENTARY TRANSFER TAX is $NONE -LOT LINE ADJUSTMENT
[ ]computed on full value of property conveyed, or
r t d f 11 1 1 1
RODS 6823 P,,1 2425
RECORDED BY
GALE S. ENS IA)
KERN COUNTY
93 H5 ?'? "' 8. 06
DRS 14.00
HDEP 1,00
11C. FE 1 2,00
STATE 11.W
compu a on u va ue ess value or ions or
encumbrances remaining at time of sale, and CHECK M.00
'I #568640 0.001 R01 TON:O.i
FOR A VALUABLE CONSIDERATION> receipt of which is hereby acknowledged,
_lYl RIVERLAKES RANCH LIMITED PARTNERSHIP, a California Limited Partnership
hereby GRANT(s) to:
RIVERLAKES RANCH LIMITED PARTNERSHIP, a California Limited Partnership
the following described real property in the State of California, County of
Kern:
LOT LINE ADJUSTMENT # 344 -93
SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF
THIS GRANT DEED IS BEING RECORDED TO COMPLY WITH SECTION 66412 SUBSECTION (d)
OF THE SUBDIVISION MAP ACT.
Riverlakes Ranch Limited Partnership
BY: Riverlakes Development Company,
DATED: March 8, 1993 General Partner
BY: Y suo Awatsu, President
STATE OF CALIFORNIA
COUNTY OF KERN
On /)10., 01 Oi " 9 -r � before me,
_ C/te >ic pia n7mic
(here insert name and tle of officer), personally appeared _j>,s w4fsc�
personally known to me (or proved to me on the basis of satisfactory evidence) 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.
R. LUDWIG
CHERIE
COMM. #976810
Notary Public - Calitomio
KERN COUNN
WC—M. E %PIre3 NOV 4, 1996
�i^V•
H 5E -85 -9q S (ET) =N2Hy
2333 96't9 +aaa 50'b£ 30 HS,0H3`3 Jav fig!
ZYtLl= Y F.9IIOHHy ;x�y30S ZAVOHOS
85= I £ -16 3D JNO ly 7"iva1' 'TIOI1 lZ'C) =FM= 0 `%aRj !)2S �'
3ATII3:) ays LVa a DdyIOJ SIIIQYII LODZ 00'OZ ,qZ •99q 30 HyOH3'I
353'3 v HDIIC)EFLL 533d
X65 LSD RV 7�yVmJjaos (TT) 3JH31 :a ul O
Z5 ZZ -65 30 gIOHY `lY�tt30 93fl 3Sy 0y
DITV aOJ A� .T�N39NYS+ salm 3.003 00'DS�' 'Y 30 9ISINIII
g -qO -L£ -65 H (OZ) �JIIIHy
M=a 59' £9£ Y H9II02�
3Ai2IRJ QIYS ZSCS :JHOOZY �snamdot (6)
AD fl ., +d ,7,HIOd AJIHM 05 1L283HytI0H
3.333 08'0£ 30 HL9H3'1 STY Fa 2003 00'OZ ii 30 JNSNHIEe38 3FIZ OZ --
3JH3Sy C'M 9Z- 'LS-LSO �HOH SIDIQYH
3AYJHOJ 3AUW Z= S g0 -60 -09 Si (8) =H3Ss
5333 ZZ'69 +d S`Jf103fLi 5333 5'b'Zf 40
FFOH (L) 3JI SZM
:'EO -50 -06 JO,, !)No" ZY,11m !7'I33L
HLOfI3? SHY .ti3 3A,uw alys RSIFi`I `JOB II oa D� N .30 JHIPI'loaa �'
O
tSAYOHOJ '3AtIIIJ SH3OHYy
3 q0 -L£ -65 H (9) ZDK SI
5333 DL'-LE .Ivula= y H9IIOFi8y 2333: xL ,30H
' 00-00 -Sq d0 3'S`J 1j xT,121 �I3 (5) ZDKM Sl �J3fi 3HS O3�
Hyot NY �g aIYS LS, Y`i gI1O`IY 00' OLt gHINHI
3AYOIi00 '3AIMD +tiiII`JNYy SFff0`� L
3 95 -ZZ-ZL 5 (j') 30933LL
3,333 00'o0z Y Honor
:9z —sz —qz AD 2 m *s_�xZ�VZ (t)
37� HY I 'Tac i v INIOd IDISM Oy 7.'I33SIItos
2333 ZS•ivtT 30 AS.9H'3`I 03fl 3FLL 0y
30939, C3 ED -97-10 14 S'TH N IIIS�QY3 ZOD3 OS'ZES �i 30 9fIIt3HI
3AvDIIOo '3AU= 11 _M Zy ZO N (Z) ZONMU
y'�M3 "£t'OL
g tS -ST -Lt K (Z) =KMM
iZ333 t9'Eq :`JtII.HH293fl 30 +ZIIIDd 3aF
ty333 00'9Z6 M -g0-L£-00 s
OJ ,gYIIb Sy2TOIi Mil ZY gHINl1I93fl
�yy py 5333 00'Sq 3 95 -ZZ -68 S 3OH3FiS
3JH3FiS 11 HOISJ3s aIYS 30 331tiT
a3SI3DS3a 7.Z2Ii^I0JIy2t'dd 330F4 'M H30w.c.
_ •ETIV 'I
SMd2`I03 Sf' 30 7,11D ZIOH 3FiS� 90 HOIX,
'ti2i3)I 30 LUMOJ Q'I3235213 a L� ZqT •Dd 6£
3D UYIS •S6Z'Z 'LT NOIS�J3S 30 �' 30 3JI330 3Hy QI1'd q8T '0d
'3LZ'H .��OJ3ti TJaaco 3FFS' 30 L am S SIC,
Y waSs OS'IY E9£S 'OA 'D S acz 30 nYu Im V a3SIL'OS3a
•3fl HI a3a3002B 'I 35YIId SIILbY Im oIFI3fl
16t *as ITI a3aFFOJ3F1 "I 305 sznvagaos ma d0 SH3WL
awn d0 3sOFLL
5 Im a3LSarcm 'Z -E9£5 ZOYitL
and .'TSSISS3
9Z6� 3etie 07.99 7rC8
Z= 96'£9 3 5E -85 -9t 5 (ET) 3JN3H5
'89--1C--L6 30 3'I9NY 7MiNM d HDno HJ, J,333 ro -tE ZO _M!)f I Z)Hy NY
MA= aIYS .ZS¢S 9N0'IY Illalsy3yygON (ZT) mfm H5 ,T.'Id=uoN IAYONOO
OO
'3AN 2sszA3u axnocm00 SRIQYN SO03 -OO'0Z 4 30 JNINN203S = OS
ZS -TZ -65 30 71DRY 7VUltM y gOROURI 2333 tZ'99t ao HZ9N3'I
OUV BY IA*dn OIYS SSYO ONOIY XTd=SK3gMaOS (TT) 3ON3HZ :XTd3H.lnoS
MAVONOO '3AHM Z DRYZ sniavu Soo3 oo•ost 4 ao Dfzjt !)as = oz
Z33d 59'E9£ I -VO -LE -65 X (0'E) 3JN3HS
'ZT -tT -88 ao MDRV 7Y3.Ltm Y HOn0ual
5333 08'0 E 30 HZON3'I Duy NY 3AUM OIYS SSF"I .JKMY II2IISSvmmdON (6)
=Ran' :M 99T -TS -LS i S -LS S Say2EI MM'MO T ZKIOd EDIHM OZ '7,Td=UON
3AYONOO '3ANBO ZMDMN NON SRZOY2ZOOa 00'OZ 4 aO JNZNNIO33 3HZ OS
2333 TZ'69 150 -60 -09 X (8) =f=.
!70-SO -06 30 I7ONY QYU.am 4 H9n0mi 5333 St'TE 30
HSON3S DEV NY mliu m =S SS@'I DR07Y ZM=*aoK (L) ZD = I22IIZ53M
2AYONOO '3Aan, SN30NYZ SRIard 5003 00'OZ 4.30 9NIN=Dae 3H5 OS
2333 OL'LE I t0 -4E -65 N (9) mRaEn
= 00 -00-Ht 30 =DRY'IYN,LN30 4 HOnOURZ 1',333 SL'£6E 30
HSON3S .J2iFI liY 3Alin0 aIYS SS@I ONO'IR SIN35SY3 (S) ZDNM !7,Ta LLUON
IAYJNOO '3A-dnJ SN30NYZ SRIaVE 5003 00'OLt 4 30 ONINNI033 IHZ OZ
2333 00'OOZ 195 -ZZ -ZL S (t) ZJN3m
t9Z -SZ -11T 30 I'I9NY 7V+L= 4 HOROHHZ
5333 ZS't£T SO HIMM 7DUY NY 3AmO aZYS zm ONOTY I'I2C sm (E)
IONMM :3 EO -97-50 N SNY33 INI'I 'MUVH 4 SNIOd HOIRM OS 'ZTdaFLnOS
IAY,NOO '3AUM SN39NYZ-NON s=avu 5003 OS'ZES 4 30 ONINNI933 au OS
.5333 TE'OL it TT -Z5 TO N (Z) MON=
.5333 E9'£t 3 tS -ST -Lt N (T) 3ON3SZ
1ONINNIO35 30 Z od IRTLL
.3HZ OZ 5333 00'St 195 -ZZ -68 S %ON3H5 =5333 00'926 M t0 -LE -00 S
!Z0 'LT NOI503S am zo MMOJ ?;SSITYn'O HIUOK mm SY 9NINNIMS
:SMOTIO3 SY azaiu 53O auow 'v gao327vO
30 3ZYSS 'from 30 7zNR00 'O,,ajjs=YH 30 7.SZO am NZ ''N'a'N
"ILZ'd "S6Z'S 'LT NOZSO3S ao H3.LNYRO SSY UMON 3H5 30 NOIXUOd
4 ONI35 OSIY 'UZaUOOad 7.SNROO MU 30 ZJI330 3HZ NI ZD'C '5cl '6E
*m NI a3aacoaE 'I 35YHd E9E5 'ON SOYHS 30 L aNY S SZO'I aNY t8T 'Od
'6£ 'XS NI aaaucozE 'I 35YHd 9LIS 'ON 1JYNZ 30 ..V.. 5011 Sy a33IL^JS3O
ONn d0 SZ^aONYd 3SOHZ zo sziuvONR05 3HZ 30 asixiSRMIY NY ON235
S 50'1 a3Z8nPOY 'T -£9E5 zoraz
9Z6Z35veEZB9anF8 ZIE=
B:JA ;823 Plrt 2427
TO THE BEGINNING OF A 20.00 FOOT RADIUS NON - TANGENT CURVE, CONCAVE
EASTERLY, TO WHICH POINT A RADIAL LINE BEARS N 66 -00 -28 W, THENCE
(14) SOUTHEASTERLY ALONG LAST SAID CURVE AN ARC LENGTH OF 25.31
FEET THROUGH A CENTRAL ANGLE OF 72 -30 -05
TO THE BEGINNING OF A 450.00 FOOT RADIUS COMPOUND REVERSE CURVE,
CONCAVE SOUTHWESTERLY; THENCE (15) SOUTHEASTERLY ALONG LAST SAID
CURVE AN ARC LENGTH OF 99.91 FEET THROUGH A CENTRAL ANGLE OF
12- 43 -14;
THENCE
(16)
S
35 -47 -19
E
312.83
FEET;
THENCE
(17)
S
54 -12 -41
W
60.00
FEET,
THENCE
(18)
N
35 -47 -19
W
250.23
FEET
TO THE BEGINNING OF A 20.00 FOOT RADIUS TANGENT CURVE, CONCAVE
SOUTHERLY; THENCE (19) WESTERLY ALONG LAST SAID CURVE AN ARC LENGTH
OF 26.18 FEET THROUGH A CENTRAL ANGLE. OF 75- 00 -00;
THENCE
(20)
S
69 -12 -41 W
0.18
FEET;
THENCE
(21)
S-
35 -47 -19
E
108.45
FEET;
THENCE
(22)
S
18 -33 -37
W
94.03
FEET;
THENCE
(23)
S
36 -27 -52
W
60.98
FEET;
THENCE
(24)
S
38 -26 -13
W
60.98
FEET;
THENCE
(25)
S
71 -16 -41
W
172.57
FEET;
THENCE
(26)
S
20- 44 -04-
E
16.71
FEET;
THENCE
(27)
S
01 -26 -51
E
139.34
FEET;
THENCE
(28)
S
45 -39 -OL
W
128.27
FEET;
THENCE
(29)
S
84 -34 -06
W
128.27
FEET;
THENCE
(30)
N
42 -27 -10
W
129-08
FEET;
THENCE
(31)
N
08 -46 -46
W
61.85
FEET;
THENCE
(32)
H
00 -52 -03
W
64.69
FEET;
THENCE
(33)
N
11 -01 -40
W
25.00
FEET;
THENCE
(34)
S
78 -37 -31
W
35.14
FEET;
THENCE
(35)
S
69 -04 -14
W
46.92
FEET;
THENCE
(37)
N
67 -31 -56
W
10.17
FEET;
¢00Y6823PEGf 2428
THENCE (38) N 24 -08 -06 W 102.68
TO THE BEGINNING OF A 465.00 FOOT RADIUS NON - TANGENT CURVE, CONCAVE
SOUTHERLY, TO WHICH POINT A RADIAL LINE BEARS N 24 -08 -06 W; THENCE
(39) SOUTHWESTERLY ALONG LAST SAID CURVE AN ARC LENGTH OF 72.97
FEET THROUGH A CENTRAL ANGLE OF 08- 59 -28;
THENCE
(40)
S
56 -52 -26
W
50.00
FEET;
THENCE
(41)
S
33 -07 -34
E
245.00
FEET;
THENCE
(42)
S
36 -30 -03
E
60.10
FEET;
THENCE
(43)
S
29 -15 -59
E
85.52
FEET;
THENCE
(44)
S
00 -53 -33
E
103.59
FEET;
THENCE
(45)
S-
28 -49 -19
W
103.59
FEET;
THENCE
(46)
S
57 -26 -17
W
79.38
FEET;
THENCE
(47)
S
57 -43 -10
W
60.01
FEET;
THENCE
(48)
S
56 -52 -26
W
360.00
FEET;
THENCE
(49)
S
56 -52 -26
W
180.00
FEET;
THENCE
(50)
S
59 -05 -37
W
67.69
FEET;
THENCE
(51)
S
65 -09 -38
W
69.19
FEET;
THENCE
(52)
S
71 -21 -28
W
_ 69.19
FEET;
THENCE
(53)
S
72 -03 -01
W
67.45
FEET;
THENCE
(54)
S
89 -39 -32
W
95.35
FEET;
THENCE (55) N 13 -33 -22 E 110.00 FEET
TO THE BEGINNING OF A 92.00 FOOT RADIUS NON - TANGENT CURVE, CONCAVE
NORTHERLY, TO WHICH POINT A RADIAL LINE BEARS S 13 -33 -22 W; THENCE
(56) WESTERLY ALONG LAST SAID CURVE AN ARC LENGTH OF 20.16 FEET
THROUGH A CENTRAL ANGLE OF 12- 33 -21;
THENCE
(57)
S
13 -33 -22
W
106.96
FEET;
THENCE
(58)
N
61 -44 -57
W
101.38
FEET;
THENCE
(59)
S
75 -24 -14
W
11.84
FEET
TO THE BEGINNING OF A 2955.00 FOOT RADIUS NON - TANGENT CURVE,
CONCAVE EASTERLY, TO WHICH POINT A RADIAL LINE BEARS S 75 -24 -14 W;
THENCE (60) NORTHERLY ALONG LAST SAID CURVE AN ARC LENGTH OF 784.64
FEET THROUGH A CENTRAL ANGLE OF 15- 12 -50;
eoo +6823 PIG( 2429
THENCE (61) N 00 -37 -04 E 374.26 FEET
TO THE TRUE POINT OF BEGINNING.
CONTAINING 37.68 ACRES, MORE OR LESS.
15331
CIV1v �t
f CA��f0�/ EXP.
j 3'91 -97
MIBIT "AM Bho'6823PME2430
TRACT 5363 -1, ADJUSTED LOT 7
BEING AN ADJIISTMENT OF THE NO. BOUNDARIES OF THOSE PARCELS OF LAND
DESCRIBED AS LOT "A" OFD 5476 PHASE I, RECORDED IN SIC. 39,
PG. 184 AND LOTS 5 AND 7 OF TRACT NO. 5363 PHASE I, RECORDED IN BE.
39, PG. 142 IN THE OFFICZ OF THE COUNTY RECORDER. ALSO BEING A
PORTION. OF THE NORTHEAST QUARTER OF SECTION 17, T.29S., R.27E.,
M.D.M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF
CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE EAST ONE - QUARTER SECTION OF SAID SECTION 17, SAID
POINT BEING ON THE CENTERLINE OF COFFEE ROAD; THENCE ALONG SAID
CENTERLINE N 00 -37 -57 E 210.00 FEET; THENCE DEPARTING SAID
CENTERLINE N 89 -22 -03 W 139.00 FEET TO THE TRUE POINT OF BEGINNING
THENCE (1) N 89 -22 -03 W 233.32 FEET
TMNCE (2) N 46 -18 -21 W 209.81 FEET;
THENCE (3) S 50 -35 -02 W 206.68 FEET
TO THE BEGINNING OF A 470.00 FOOT RADIUS TANGENT CURVE, CONCAVE
SOUTHEASTERLY; THENCE (4) SOUTHERLY ALONG LAST SAID CURVE AN ARC
LENGTH OF 237.89 FEET THROUGH A CENTRAL ANGLE OF 29- 00 -00;
THENCE (5)
S'
21 -35 -02
W
126.74
FEET;
THENCE (6)
N
68 -24 -58
W
147.35
FEET;
THENCE (7)
N-
61 -05 -04
W
82.10
FEET;
THENCE (8)
N
56 -01 -30
W
82.10
FEET ;'
THENCE (9)
N
51 -04 -33
W
83.99
FEET, -
THENCE (10)
N
47 -00 -00
W
151.00
FEET;
THENCE (31)
N
43 -00 -00
E
100.00
FEET;
THENCE (3-2)
N
47 -00 -00
W
35.00
FEET;
THENCE (13)
S'
43 -00 -00
W
100.00
FEET;
THENCE (14)
N
47 -00 -00
W
147.45
FEET;
THENCE (15)
N
46 -06 -21
W
73.01
FEET;
THENCE (16)
N
46 -04 -03
W
95.21
FEET,
THENCE (17)
N
12 -22 -28
W
136.86
FEET;
THENCE (18)
N
34 -10 -10
E
120.98
FEET;
THENCE (19)
N
43 -00 -00
E
140.00
FEET;
Fh) 6823 PAGl2431
THENCE (20) N 53 -24 -34 E
98.68 FEET;
THENCE (21) N 80 -34 -26 E
114.62 FEET;
THENCE (22) S 56 -28 -36 E
114.62 FEET;
THENCE (23) S 41 -27 -20 E
70.08 FEET;
THENCE (24) S 47 -00 -00 E
140.00 FEET;
THENCE (25) S 49 -03 -24 E
58.13 FEET;
THENCE (26) S 56 -49 -58 E
204.72 FEET;
THENCE (27) 5.55 -05 -57 E
67.70 FEET,
THENCE (28) S 55 -02 -13 E
47.55 FEET;
THENCE (29) S 06 -36 -51 W
135.00 FEET
TO THE BEGINNING OF A 20.00'FOOT RADIUS
NORTHERLY, TO WHICH
NON - TANGENT CURVE, CONCAVE
POINT A RADIAL LINE
(30) EASTERLY ALONG LAST SAID
BEARS S 50 -35 -02 W; THENCE
CURVE AN
THROUGH A CENTRAL ANGLE OF 90- 00 -00;
ARC LENGTH OF 31.42 FEET
THENCE (31) N 50 -35 -02 E
93.27 FEET;
THENCE (32) N 23 -38 -36 W
103.91 FEET;
THENCE (33) N 50 -35 -02 E
136.22 FEET,
THENCE (34) N 43 -52 -24 E
55.08 FEET;
THENCE (35) N 35 -36 -54 E
55.06 FEET;
THENCE (36) N 20 -09 -25 E
35.03 FEET;
THENCE (37) N 66 -41 -09 W
27.09 FEET;
THENCE (38) N 86 -28 -59 W
71.97 FEET,
THENCE (39) N 81 -29 -33 W
83.16 FEET;
THENCE (40) N 74 -00 -30 W
83.15 FEET,
THENCE (41) N 66 -26 -28 W
83.15 FEET;
THENCE (42) N 58 -52 -25 W
83.15 FEET,
THENCE (43) N 52 -31 -54 W
75.90 FEET;
THENCE (44) N 51 -41 -55 W
70.00 FEET;
THENCE (45) N 53 -07 -12 W
156.39-FEET;
Fu +6823 PAGE 2432
THENCE
(46)
N
29 -15 -42
W
114.77 FEET;
THENCE
(47)
N
14 -03 -11
E
114.77 FEET;
S
00 -37 -57
W
THENCE
(48)
N
39 -17 -28
E
87.34 FEET;
THENCE
(49)
N
47 -01 -54
E
70.15 FEET;
THENCE
(50)
N
43 -18 -05
E
510.07 FEET;
THENCE
(51)
N
54 -12 -41
E
60.00 FEET;
THENCE
(52)
S
35 -47 -19
E
41.34 FEET
TO THE BEGINNING
OF A 25.00 FOOT
RADIUS TANGENT CURVE, CONCAVE
NORTHEASTERLY; THENCE (53)
EASTERLY ALONG LAST SAID CURVE AN ARC
LENGTH OF 8.69
FEET
THROUGH
A CENTRAL
ANGLE OF 19 -55 -11
TO THE BEGINNING OF A 92.00 FOOT RADIUS COMPOUND REVERSE CURVE -,
CONCAVE SOUTHWESTERLY; THENCE (54) SOUTHEASTERLY ALONG LAST SAID
CURVE AN ARC LENGTH OF 50.43 FEET THROUGH A CENTRAL ANGLE OF
31- 24 -32,
THENCE
(55)
S
77 -37 -25
E
THENCE
(56)
S
89 -22 -03
E
THENCE
(57)
S
00 -37 -57
W
TO THE TRUE POINT OF BEGINNING.
CONTAINING 34.05 ACRES, MORE OR LESS.
136.48 FEET;
315.48 FEET;
1385.41 FEET
CIVIA 4 P I
0_3 37C 9"7
EXHIBIT "All
ROOXG823FA612433
TRACT 5476 -1, ADJUSTED ED LOT "A
BEING AN ADJUSTMENT OF THE BOUNDARIES OF THOSE PARCELS OF LAND
DESCRIBED AS LOT "A" OF TRACT NO. 5476 PHASE I, RECORDED IN BK. 39,
PG. 184 AND LOTS 5 AND 7 OF TRACT NO. 5363 PHASE I, RECORDED IN BK.
39, PG. 142 IN THE OFFICE OF THE COUNTY RECORDER. ALSO BEING A
PORTION OF THE NORTHEAST QUARTER OF SECTION 17, T.29S., R.27E.,
M.D.M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF
CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE EAST ONE- QUARTER SECTION
OF SAID SECTION 17, SAID
POINT BEING
ON THE CENTERLINE OF COFFEE
ROAD; THENCE
ALONG SAID
CENTERLINE
N 00 -37 -57 E
1541.20 FEET;
THENCE DEPARTING SAID
CENTERLINE
N 89 -22 -03 W
1080.35 FEET
TO THE TRUE POINT OF
BEGINNING
THENCE
(1) S 01 -26 -51
E
139.34
FEET;
THENCE
(2) S 45 -39 -01
W
128.27
FEET;
THENCE
(3) S 84 -34 -06
W
128.27
FEET;
THENCE
(4) N 42 -27 -10
W
129.08
FEET;
THENCE
(5) N 08 -46 -46
W
61.85
FEET;
THENCE
(6) N 00 -52 -03
W
64.69
FEET;
THENCE
(7) N 11 -01 -40
W
25.00
FEET;
THENCE
(8) S 78 -37 -31
W
35.14
FEET;
THENCE
(9) S 69 -04 -14
W
46.92
FEET;
THENCE
(10) N 67 -31 -56 W
10.17 FEET;
THENCE
(11) N 24 -08 -06 W
102.68 FEET
TO THE BEGINNING
OF A 465.00
FOOT RADIUS NON- TANGENT CURVE, CONCAVE.
SOUTHERLY, TO WHICH POINT A
RADIAL LINE BEARS N 24 -08 -06 W; THENCE
(12) WESTERLY ALONG LAST SAID CURVE AN ARC LENGTH OF
72.97 FEET
THROUGH A CENTRAL ANGLE OF 08- 59 -28;
THENCE
(13) 8 56 -52 -26
W
50.00
FEET;
THENCE
(14) S 33 -07 -34
E
245.00
FEET;
THENCE
(15) S 36 -30 -03
E
60.10
FEET;
THENCE
(16) S 29 -15 -59
E
85.52.
FEET;
THENCE
(17) S 00 -53 -33
E
103.59
FEET;
THENCE
(18) S 28 -49 -19
W
103.59
FEET;
e o, e 6823 ME 2434
THENCE (19) S 57 -26 -17 W 79.38 FEET;
THENCE (20) S 57 -43 -10 W 60.01 FEET;
THENCE (21) S 56 -52 -26 W 360.00 FEET;
_.THENCE (22) S 12 -38 -57 E 450.00 FEET;
THENCE (23) S 00 -43 -49 E 100.00 FEET
TO THE BEGINNING OF A 92.00 FOOT RADIUS NON - TANGENT CURVE, CONCAVE
SOUTHERLY, TO WHICH POINT A RADIAL LINE BEARS N 00 -43 -49 W; THENCE
(24) EASTERLY ALONG LAST SAID CURVE AN ARC LENGTH OF 39.62 FEET
THROUGH A CENTRAL ANGLE OF 24- 40 -32;
THENCE (25) N 23 -56 -44 E 100.00 FEET;
THENCE (26) S 54 -31 -56 E 74.79. FEET;
THENCE (27) S 39 -50 -14 E 50.39 FEET;
THENCE (28) S 47 -00 -00 E 577.55 FEET
TO THE BEGINNING. OF A 370.00 FOOT RADIUS TANGENT CURVE, CONCAVE
NORTHEASTERLY; THENCE (29) SOUTHEASTERLY ALONG LAST SAID CURVE AN
ARC LENGTH OF 72.41 FEET THROUGH A CENTRAL ANGLE OF 11- 12 -46;
THENCE (30) S 31 -47 -14 W 100.00 FEET
TO THE BEGINNING OF A 470.00 FOOT RADIUS NON - TANGENT CURVE, CONCAVE
NORTHEASTERLY, TO WHICH POINT A RADIAL. LINE BEARS S 3L -47 -14 W;
THENCE (31) SOUTHEASTERLY ALONG LAST SAID CURVE AN ARC LENGTH' OF
76.84 FEET THROUGH A CENTRAL ANGLE OF 09- 22 -02;
THENCE
(32)
S
67 -34 -48
E
53.53
FEET;
THENCE
(33)
N
67 -00 -07
E
28.49
FEET;
THENCE
(34)
N
21 -35 -02
E
291.80
FEET;
THENCE
(35)
968
-24 -58
W
87.35
FEET;
THENCE
(36)
N
61 -05 -04
W
82.10
FEET;
THENCE
(37)
N
56 -01 -30
W
82.10
FEET;
THENCE
(38)
N
51 -04 -33
W
83.99
FEET;
THENCE
(39)
N
47- 00 -00
W
151.00-
FEET,
THENCE
(40)
N
43 -00 -00
E
100.00.
FEET;
THENCE
(41)
N
47 -00 -00
W
35.00
FEET;-
HuY6823 rect 2435
THENCE (42) S 43 -00 -00 W
100.00 FEET;
THENCE (43) N 47 -00 -00 W
147.45 FEET;
THENCE (44) N 46 -06 -21 W
73.01 FEET;
THENCE (45) N 46 -04 -03 W
95.21 FEET;
THENCE (46) N 12 -22 -28 W
136.86 FEET;
THENCE (47) N 34 -10 -10 E
120.98 FEET;
THENCE (48) N 43 -00 -00 E
140.00 FEET;
THENCE (49) N 53- 24 -34- E
98.68 FEET;
THENCE (50) N 80 -34 -26 E
114.62 FEET;
THENCE. (51) S 56 -28 -36 E
114.62 FEET;
THENCE (52) S 41 -27 -20 E
70.08 FEET;
THENCE (53) S 47 -00 -00 E
140.00 FEET;
THENCE (54) S 49- 03 -24� E
58.13 FEET;
THENCE (55) S 56 -49 -58 E
204.72 FEET;
THENCE (56) S 55 -05 -57 E
67.70 FEET;
THENCE (57) S 55 -02 -13 E
47. 55 FEET;
THEN(= (58) S 06 -36 -51 W
135..00 FEET
TO THE BEGINNING OF A 20.00 FOOT RADIUS
NORTHERLY' TO WHICH
NON-TANGENT CURVE, . CONCAVE
POINT A RADIAL; LINE
(59) EASTERLY ALONG LAST
BEARS S 50 -35 -02 W; THENCE
SAID CURVE AN
THROUGH A CENTRAL ANGLE OF 90- 00 -00;
ARC LENGTH. OF 31.42 FEET
THENCE (60) N 50 -35 -02 E
93.27- FEET;
THENCE (61) 27 23 -38 -36 W
103.91 FEET;
THENCE (62) N 50 -35 -02 E
136.22 FEET;
THENCE (63) N43 -52 -24 E
55.08 FEET;
THENCE (64) N 35 -36 -54 E
55.06 FEET;
THENCE (65) N 20- 09 -25 -E
35.03 FEET;
THENCE (66) N 66 -41-09 W
27.09 FEET;
THENCE (67) N 86 -28 -59 W
71.9T FEET;
M ue 6823 PACE 2436
THENCE (68)
N 81 -29 -33 W
83.16
FEET,
THENCE (69)
N 74 -00 -30 W
83.15
FEET;
THENCE (70)
N 66 -26 -28 W
83.15
FEET;
THENCE (71)
N 58 -52 -25 W
83.15
FEET;
THENCE (72)
N 52 -31 -54 W
75.90
FEET;
THENCE (73)
N 51 -41 -55 W
70.00
FEET;
THENCE (74)
N 53 -07 -12 W
156.39
FEET;
THENCE (75)
N 29 -15 -42 W
114.77
FEET;
THENCE (76)
N 14 -03 -11 E
114.77
FEET;
THENCE (77)
N 39 -17 -28 E
87.34
FEET;
THENCE (78)
N 47 -01 -54 E
70.15
FEET;
THENCE (79)
N 43 -18 -05 E
510.07
FEET;
THENCE (80)
N 35 -47 -19 W
250.23
FEET
TO THE BEGINNING
OF A 20.00 FOOT RADIUS
TANGENT CURVE, CONCAVE
SOUTHERLY; THENCE (81) WESTERLY ALONG LAST
SAID CURVE AN
ARC LENGTH
OF 26.18 FEET THROUGH A CENTRAL ANGLE OF
75- 00 -00;
THENCE (82)
S 69 -12 -41 W
0.18
FEET;
THENCE (83)
S 35 -47 -19 E
108.45
FEET;
THENCE (84)
S 18-33-37-W
94.03
FEET;
THENCE (85)
5 36 -27 -52. W
60.98
FEET;
THENCE (86)
S 58 -26 -13 W
60.98-
FEET;
THENCE (87)
S 71 -16 -41 W
172.57
FEET;
THENCE (88)
S 20 -44 -04 E
16.71
FEET;
TO THE TRUE POINT
OF BEGINNING.
CONTAINING 17.77 ACRES MORE OR LESS.
i. 15331
CIVIC Q '
OF CAoE 3 -3IPg7