HomeMy WebLinkAbout8001 BUENA VISTA RDREQUESTED BY AND
WHEN RECORDED', MAIL TO:
CITY ENGINEER
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE
BAKERSFIELD, CA. 93301
iesoo ding Requested By
Fidafly National Title
James W. Fitch Assessor— Recorder
Kern County Official Records
Recorded at the request of
Fidelity Title
DO 02090e7e02
IIIIIII�I1IIIIII11IIIIIVII1IIN
CERTIFICATE OF COMPLIANCE
(SECTION 66499.35, GOVERNMENT CODE)
TELFORDT
4/2412009
8:00 AM
Stat Types: 1 Pages: 7
Fees
27.00
Taxes
0.00
Others
0.00
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 1
Property Owner:
P134 Ventures, LLC, a Delaware Limited Liability Company
P132 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
RAUt�;M ROJAS
RCE No. C -39880 Expiration December 31, 2009
City Engineer
City of Bakersfield
Signature must be notarized
Page 1 of 7
S: \Land Division \Minor Land Div \LLA\2007\07 -2081 coc.doc
goof
�ue_ Pic\ vtlff+)C� Rk
n,
CALIFORNIA • ACKNOWLEDGMENT
sw!�S. 5�.. -�.'.� :r..c�.'S .;�C�_.- �.'.r.- �,'.r..�.':r., �.'S.:�.� . vN,_ c���. S! a�.,r.- ,- �,'�..�:��.v!�.4.�..�4 �'�,���.•.:�...r��..,�_ -; �_'S:�4!�.,�.,/_.�.`.,�C '`S.c�.�S�.•.�`,�.3�5� =�
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 Rojas
Public Works Directbye(s) of Signer(s)
City of Bakersfield
LYN SKINNER
Commission 01825202
Notary Public - California z
Kern County
10A Comm. Expires Dec 4, 2012
Place Notary Seal Above
who proved to me on the basis of satisfactory evidence to
be the person( &) whose name(s) is /are• subscribed to the
within instrument and acknowledged to me that
he /s4ae/#4;veg6 executed the same in his /4er/the* authorized
capacity(aea), and that by his /haajAheir signature(* 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 YL4,z�
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 or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name:
❑ Individual
❑ Corporate Officer —Title(s): _
❑ Partner — ❑ Limited ❑ General
• Attorney in Fact
• Trustee
• Guardian or Coi
❑ Other:
Signer Is Represon
Number
Signer's Name:
❑ Individual
❑ Corporate C`fflcer — Title(s):
• Partner — ❑ LIm ted ❑ General
• Attorney in Fact
• Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
Top of thumb here
".- �_..:•r.�. ✓.:•rr••�✓.r.�"�.G�'✓'..�: ✓4 " ✓.�.�✓.�4��.. " ✓.�✓. ✓.�.✓.'.r, ".r, rr, "rrr riG�✓.�✓',. ✓�.✓b'✓ �. �6�. " ✓G�G�L'.S�"✓'..:•r:�✓. ✓4 "ri.� �.�4�✓..
O 11 / •• • 1 1 • 1 : 1 1
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
15, 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 1:
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 79023'10" 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 °58'08" EAST ALONG THE WEST LINE, 2641.01 FEET TO THE
NORTHWEST CORNER;
SOUTH 89024'18" 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:
COMMENCING 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 00 °54'52" 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 INTERSECTION OF
BUENA VISTA ROAD AND MCCUTCHEN ROAD AND THE TRUE POINT OF BEGINNING;
THENCE ALONG THE BOUNDARY OF PARCEL A OF PARCEL MAP NO. 11022 THE
FOLLOWING EIGHT COURSES;
SOUTH 00 054'52" WEST ALONG THE EAST LINE OF THE NORTHEAST QUAR-
TER OF SECTION 36 AND THE CENTERLINE OF BUENA VISTA ROAD, 246.33
FEET;
NORTH 89 005'08" WEST, 933.38 FEET;
SOUTH 00 054'52" WEST, 933.38 FEET;
SOUTH 89 °05'08" EAST, 933.38 FEET TO THE EAST LINE OF THE NORTHEAST
QUARTER OF SECTION 36 AND THE CENTERLINE OF BUENA VISTA ROAD
SOUTH 00 °54'52" 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 OF 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 02446" 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 79023'10" 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
10 001'36" AN ARC LENGTH OF 350.00 FEET;
THENCE SOUTH 89 °24'46" EAST, 99.66 FEET TO THE TRUE POINT OF
CONTAINS: 138.08 ACRES, MORE OR LESS
LLA07- 2081 -LGL
SHEET 4 OF 7 SHEETS
LOT LINE ADJUSTMENT #07 -2081 EXHIBIT n6"
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
° o SEC. 30, 30/27 a
E., M.D.M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN,
STATE OF CALIFORNIA PER DEED RECORDED FEBRUARY 9, 1924
IN BOOK 13, PAGE 15, O.R. McCUTCHEN ROAD
Ui
PREPARED BY: NOTE: O4pND SV z °
SMITHTECH /USA, INC. "THIS MAP IS PRO- E. S R�C�` ¢ SEC. 311,, 30/27
1424 17th STREET VIDED FOR ILLUSTRATIV SEC. 36, 30/26 z w o
BAKERSFIELD, CA 93301 PURPOSES ONLY." `' GlN ° / m � o
55HS "'
BASIS OF BEARINGS: TAFT HIGHWAY (119)
"THE BEARING OF N 89 °24'05" W ALONG THE SOUTH to'1,9;k6N.,
LINE OF THE SOUTHWEST QUARTER OF SECTION 25, �4� Opi. \F VICINITY MAP
T. 30 S., R. 26 E., M.D.M., ALSO BEING THE CENTER- N.T.S.
LINE OF McCUTCHEN ROAD AS SHOWN ON FILED MAP a a
7 -1, BK. 6, PG. 32 FILED IN THE KERN COUNTY SUR-
VEYOR'S OFFICE WAS TAKEN AS THE BASIS OF BEAR- S.E. /4 OF SEC. w w
INGS SHOWN HEREON." . , w PARCEL 1
25 PER BK 13 � z
PG. 15, O.R. } S.E. COR. OF p 1 v
LEGEND: S.E. COR. OF SEC. SEC. 25, 30/26, CD
• FOUND MONUMENT AS DESCRIBED 25, 30/26, M.D.M. z M.D.M. z
B. C. BRASS CAP N 89'24'46" W c 139.53'
K. C. S. F. B. KERN COUNTY SURVEYOR'S FIELD - �� L3 -
BOOK
K.C.S.C.M. KERN COUNTY SURVEYOR'S CONCRETE PARCEL A � '� L4 C1 ;Y,
MONUMENT P.M. 11022 oO °) co _ PARCEL 2 "o w
- N ,N
L.H. LAMPHOLE
d-
CPR. PT. COPPER POINT �� o -�� o
CN M.D.M. MOUNT DIABLO MERIDIAN SJ z
CD IJ z CD
STATISTICS DETAIL "A" DETAIL "B"
ZONE: R -1 PUD & C -2 NTS NTS
WATER: CITY OF BAKERSFIELD EASEMENTS:
SEWER: CITY OF BAKERSFIELD
ELECTRIC: P. G. & E. 1� 30' WIDE PUBLIC HIGHWAY EASEMENT TO THE COUNTY
GAS: P. G. & E. OF KERN PER SALES MAP OF LANDS OF KERN COUNTY
CABLE: BRIGHTHOUSE NETWORKS LAND COMPANY IN SEC. 25, 30/26, M.D.M. AND PER
TELEPHONE: SBC VOL. 7, PG. 314 OF MINUTE BOOKS.
APN S.E. /4: 524 - 110 -08 20 30' WIDE PUBLIC HIGHWAY EASEMENT TO THE COUNTY
APN PAR. "A ": 524 - 160 -08 OF KERN PER VOL. 7, PG. 314 OF MINUTE BOOKS.
30 30' WIDE INGRESS AND EGRESS EASEMENT IN FAVOR
OWNER: OF DESTEFANI FARMS PER BK. 6696, PG. 1688, O.R.
PB2 VENTURES, LLC - PARCEL "A" OF P.M. 11022 ® STREET RIGHT -OF -WAY DEDICATION TO THE CITY OF
PB4 VENTURES, LLC - S.E. /4 OF SEC. 25, 30/26 BAKERSFIELD BY SEPERATE INSTRUMENT.
900 TR AVE., STE. 330 KERN COUNTY LAND COMPANY EASEMENTS PER BK. 13,
BAKERSFIELD FIELD CA 93301 PG. 15, O.R. (UNABLE TO LOCATE FROM RECORD).
PROPERTY DESCRIPTIONS TENNECO WEST, INC. PUBLIC ROADS AND HIGHWAYS,
SOUTHEAST QUARTER OF SECTION 25, 30/26, M.D.M. PIPELINES, TELEPHONE AND ELECTRIC POWER LINES
PER DEED RECORDED IN BK. 13, PG. 15, O.R. EASEMENT PER BK. 4818, PG, 327, O.R. (UNABLE TO
PARCEL "A" OF P.M. 11022, P.M.B. 54, PG. 27 & 28 LOCATE FROM RECORD).
SHEET 5 OF 7 SHEETS
SCALE: 1" = 1000'
LOT LINE ADJUSTMENT
X07 -2081
"THIS MAP IS PROVIDED FOR
ILLUSTRATIVE PURPOSES ONLY."
N 1/4 COR. OF SEC. 25,�
30/26, M.D.M.
FD. K.C.S.C.M. IN L.H. 4
0
W. 1/4 COR. OF SEC. 25,
30/26, M.D.M. ' "'
CALC. POSITION AT SPLIT
2643.91'
N 89 °24'18"
a co
� o_ '�
,r; '-
L1
L2
N 89 °05'08" W
N 00 °54'52" E
933.38'
933.38'
co
N
L6
J �
W w
J
oz J
(w
w o 0
Pm. 131 Q 41 �' "o eo
v Q
Q
=
oza�
o
D d'
(D L? jCD
m m
O
N z
�NCD
J
caj
cri2,w°zm
n
N 89 °24 05 W
2643.03 ° \
BASIS OF BEARINGS
McCUTCHEN ROAD
U-)I
N
w
N
p
W. 1/4 COR. OF SEC.
36, 30/26,
°
° I
M.D.M.
z
FD. 4"0" CONC. MON. 1.5' DN.
PER FILED MAP 7 -1,
BK. 6, PG.
32
2643.58'
LINE TABLE
LINE
BEARING
DISTANCE
L1
L2
N 89 °05'08" W
N 00 °54'52" E
933.38'
933.38'
N
w
00
O -
CD
00
O -4-
CD N
z
E. 1/4 COR. OF SEC. 25, 30/26, -
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'
CTR. OF SEC. 25, 30/26,
M.D.M.
CALC. POSITION AT INTER-
SECTION OF 1/4 CORS. o-
S.E. /4 OF SEC. 25, 30/26,
M.D.M. PER DEED IN BK. 13,
PG. 15, O.R.
160.30 AC.
S.E. COR. OF SEC. 25, 30/26, -
M.D.M.
FD. K.C.S.C.M. IN L.H. PER
FILED MAP 7 -1 BK. 6, PG. 32
a
0
o Q
cv N
w �
�r Z
0o W
° m
°
z L4J
EXHIBIT "B"
AS EXISTING
N 89 °24'46" W 2643.82' (2643.75' SEE DETAIL
n n
FD. NAIL IN PAVEMENT
PER K.C.S.F.B. 863, S"
PG. 18
lo
lo
- - -
A (SH. 1)
L1
(933.38') _
z
nu p
ryD
W
Pm. 131 Q 41 �' "o eo
v Q
PARCEL A °' F�. 27 & 28N I N > c)
co P.M. 11022 933.38' w M
N P.M.B. 54, PG. 27 & 28 L1 N cam,
140.22 AC.
CID
CTR. OF SEC. 36, 30/26,
M.D.M.
o CALC. POSITION AT INTER-
SECTION OF 1/4 CORS.
_ z 2643.95' (2643.95')
N 89'28'23" W 5287.53
LEGEND:
( ) RECORD INFORMATION PER P.M. 11022
P.M.B. 54, PG. 27 & 28
E. 1/4 COR. OF SEC. 36, 30/26,
M.D.M.
FD. K.C.S.C.M. IN L.H. PER FILED
N MAP 7 -1 BK. 6, PG. 32
`I
S. 1/4 COR. OF SEC. 36,
�V 30/26, M.D.M.
CALC. POSITION AT SPLIT
N
Lo
a, d-
`� I o
z
N
S+' ,V,,3
c
5565 - -
* g60g 41
SHEET 6 OF 7 SHEETS
SCALE: 1"
m
LOT LINE ADJUSTMENT
#Q7-2081
THIS MAP IS PROVIDED FOR
ILLUSTRATIVE PURPOSES ONLY."
N 1/4 COR. OF SEC. 25,�
30/26, M.D.M.
= 10001 FD. K.C.S.C.M. IN L.H. 4
0
W. 1/4 COR. OF SEC. 25, co
30/26, M.D.M. I "'
CALC. POSITION AT SPLIT.
N 89 °24'18 "IW
N
w
00
P
00 o
o �r
O co
z
N
F �r
� N
w
0
;n
0
0
E. 1/4 COR, OF SEC. 25, 30/26, -
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'
CTR. OF SEC, 25, 30/26,
M.D.M.
CALC. POSITION AT INTER-
SECTION OF 1/4 CORS,
PARCEL 1
162.44 AC.
S.E. COR. OF SEC. 25, 30/26,
M.D.M.
FD. K.C.S.C.M. IN L.H. PER
FILED MAP 7 -1 BK, 6, PG. 32
S. LINE OF S.E. /4 OF
SEC. 25, 30/26, M.D.M. L3
N 89 °24'46" W 2643.82'
----._ _
1403.32
PARCEL 2
138.08 AC.
L4'"j
o
a
a
co
N N
w �
� Z
00 W
p
CD m
0
z c-+
L1
I^
PARGB_ P
PM. IIOZ2 s j
PWv 54,
P6.27 &28 II
CTR, OF SEC. 36, 30/26,
M.D.M.
CALC. POSITION AT INTER-
SECTION OF 1/4 CORS.
_ 2643.95'
N 89'28'23"!W 5287.53
LINE TABLE
LINE
2643.91'
DISTANCE
L1
N 89 °05'08" W
o °I
°�Q
-¢
C.3
N
N
(n
J
W w
Lu Q
O -j
Li
L d
w n ui
O
�„�
J rn
W
cn
� g LL- rN
° �C-D
O I
U C6
Od.
_
\Nr7 CD
(O Z
C)�NYD
_I
ODY
Z
CO'
°am
V3r)L� —m
C/)
N 89'24'05" W
2643.03 ' \
BASIS OF BEARINGS
McCUTCHEN ROAD
�I
N
w
CV
W. 1/4 COR. OF SEC.
36, 30/26,
o I
M.D.M.
z
FD. 4 "x4" CONC. MON.
1.5' DN.
PER FILED MAP 7 -1,
BK. 6, PG.
32
2643.58'
N
w
00
P
00 o
o �r
O co
z
N
F �r
� N
w
0
;n
0
0
E. 1/4 COR, OF SEC. 25, 30/26, -
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'
CTR. OF SEC, 25, 30/26,
M.D.M.
CALC. POSITION AT INTER-
SECTION OF 1/4 CORS,
PARCEL 1
162.44 AC.
S.E. COR. OF SEC. 25, 30/26,
M.D.M.
FD. K.C.S.C.M. IN L.H. PER
FILED MAP 7 -1 BK, 6, PG. 32
S. LINE OF S.E. /4 OF
SEC. 25, 30/26, M.D.M. L3
N 89 °24'46" W 2643.82'
----._ _
1403.32
PARCEL 2
138.08 AC.
L4'"j
o
a
a
co
N N
w �
� Z
00 W
p
CD m
0
z c-+
L1
I^
PARGB_ P
PM. IIOZ2 s j
PWv 54,
P6.27 &28 II
CTR, OF SEC. 36, 30/26,
M.D.M.
CALC. POSITION AT INTER-
SECTION OF 1/4 CORS.
_ 2643.95'
N 89'28'23"!W 5287.53
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 89 °05'08" W
933.38'
L2
N 00 °54'52" E
933.38'
L3
N 89 °24'46" W
99.66'
L4
N 79 °23'10" W
450.50'
CURVE TABLE
L1 N
2
sal o°
E. 1/4 COR. OF SEC. 36, 30/26,
M.D.M.
o FD. K.C.S.C.M. IN L.H. PER FILED
C° MAP 7 -1 BK. 6, PG. 32
S 1/4 COR. OF SEC. 36,
30/26, M.D.M.
CALC, POSITION AT SPLIT
NUMBER
DELTA ANGLE
RADIUS
ARC LENGTH
TANGENT
Cl
C2
10 °01'36"
10 °01'36"
2000.00'
2000.00'
350.00'
350.00'
175.45'
11 175.45'
pno
EXHIBIT "B"
AS ADJUSTED
SEE DETAIL
"B" SH. 1)
1
w Z
W
zco x
w U D
a VO
O c
Z 00
J m
Q Li
0 CU
L.L Y
5565
�UF CA�1�n
SHEET 7 OF 7 SHEETS