HomeMy WebLinkAboutRES 07-363 RESOLUTION NO. 07-363
WHEREAS, APSHV Investment Partners III, L.P. has offered to convey a ten-foot
(10')wide Water Line Easement, being a ten foot(10')wide exclusive water line easement
out of the A. Duwe Survey[Abstract 459] and the F. Bigner Survey [Abstract 11, Jefferson
County, Texas, as described in Exhibit"A"attached hereto, to the City of Beaumont for the
purpose of providing access for fire prevention services for the fifteen (15)acre subdivision
to be known as the Preserve at Dowlen Apartments; and,
WHEREAS, the City Council has considered the purpose of said conveyance and
is of the opinion that the acceptance of said conveyance is necessary and desirable and
that same should be accepted;
NOW, THEREFORE, BE IT RESOLVED BY THE
CITY COUNCIL OF THE CITY OF BEAUMONT:
THAT the easement conveyed by APSHV Investment Partners III, L.P., as described in
Exhibit 'A" be and the same is hereby, in all things, accepted.
PASSED BY THE CITY COUNCIL of the City of Beaumont this the 6th day of
November, 2007.
°. �uMO,y�h�t
it l
yor Becky Ames -
AV
r
Va'°'
EXHIBIT"A", Page 1 of 5
CENTERLINE DESCRIPTION
FOR A
10-FOOT WIDE WATER LINE EASEMENT
OUT OF THE
A. DUWE SURVEY, ABSTRACT 459
AND THE
F. BIGNER SURVEY, ABSTRACT 1
JEFFERSON COUNTY, TEXAS
AUGUST 17, 2007
REVISED: OCTOBER 25,2007
A centerline description for 10-foot wide water line easement (a portion being 5 feet on each
side of the centerline and a portion being 6 feet on the north side and 4 feet on the south side of
the centerline) out of the A. Duwe Survey, Abstract 459 and the F. Bigner Survey, Abstract 1,
Jefferson County, Texas, and being out of a called 15.00 acre tract conveyed to APSHV ,
Investment Partners III, L.P. as recorded in Clerks File No. 2007015180 of the Official Public
Records of Jefferson County, Texas, said centerline description being more particularly
described by metes and bounds as follows:
Note: The Basis of Bearing is along the east right-of-way line of Old Dowlen Road and the west.
line of the said 15.00 acre tract having been called North 02 051'22"West 648.77 feet.
COMMENCING at a %z" iron rod found in the east right-of way of Old Dowlen Road for the
northwest corner of a 20' utility easement conveyed to the City of Beaumont as recorded in
Volume 2396, Page 41 of the Deed Records of Jefferson County, Texas and the said 15.00
acre tract;
THENCE North 86 042'12" East along the north line of the said 20' utility easement and the said
15.00 acre tract a distance of 20.00 feet (called North 86 042'12" East) to a point for comer;
THENCE South 02 051'22" East along the east line of the said 20' utility easement a distance of
25.42 feet to the POINT OF BEGINNING of Line A, a 10-foot wide water line easement (5 feet
on each side);
THENCE North 85°21'47" East along the centerline of said Line A a distance of 13.48 feet to the
POINT OF BEGINNING of Line B, a 10-foot wide water line easement (5 feet on each side),
from which the POINT OF TERMINATION of Line B bears South 03 017'48" East 28.59 feet;
THENCE North 85 021'47" East continuing along the centerline of said Line A a distance of
81.74 feet to an angle point;
THENCE North 34°42'50" East continuing along the centerline of said Line A a distance of
23.08 feet to an angle point;
THENCE North 86 042'12" East continuing along the centerline of said Line A a distance of
261.65 feet to the POINT OF BEGINNING of Line C, a 10-foot wide water line easement (5 feet
Fittz&Shipman,Inc
Project No. 06883.wtresmt
Plat&Description
EXHIBIT "A", Page 2 of 5
on each side), from which the POINT OF TERMINATION of Line C bears South 03 017'48" East
51.27 feet;
THENCE North 86 042'12" East continuing along the centerline of said Line A a distance of
393.78 feet to the POINT OF BEGINNING of Line D, a 10-foot wide water line easement (5 feet
on each side), from which the POINT OF TERMINATION of Line D bears South 03°17'48" East
22.85 feet;
THENCE North 86 042'12" East continuing along the centerline of said Line A a distance of
103.39 feet to a point for corner;
THENCE South 03°17'48" East continuing along the centerline of said Line A a distance of
144.41 feet to a PC of a curve;
THENCE continuing along the centerline of said Line A with a curve to the left having a chord
bearing of South 17°33'17" East, a chord distance of 61.59 and a radius of 586.33 feet, a
distance along the curve of 61.62 feet to a point for a reverse curve;
THENCE continuing along the centerline of said Line A with a curve to the right having a chord
bearing of South 16 001'34" East, a chord distance of 34.66 and a radius of 219.00 feet, a
distance along the curve of 34.70 feet to a point for the POINT OF BEGINNING of Line E, a 10-
foot water line easement (5' on each side) from which the POINT OF TERMINATION of Line E
bears North 78 030'48" East 28.94 feet;
THENCE continuing along the centerline of said Line A with a curve to the right having a chord
bearing of South 12 032'33"West, a chord distance of 178.36 and a radius of 219.00 feet, a
distance along the curve of 183.69 feet to a point from which the POINT OF BEGINNING of
Line F, a 10-foot water line easement (5' on each side) bears South 67°27'34° East 5.61 feet
from which the POINT OF TERMINATION of Line F bears South 43°21'23" East 74.05 feet;
THENCE continuing along the centerline of said Line A (5 feet on each side) with a curve to the
left having a chord bearing of North 76 022'57"West, a chord distance of 76.97 and a radius of
266.00 feet, a distance along the curve of 77.24 feet to the PT of the said curve;
THENCE North 84 042'05" West continuing along the centerline of said Line A a distance of
17.03 feet to an angle point;
THENCE North 78 008'55" West continuing along the centerline of said Line A a distance of
35.00 feet to an angle point;
THENCE North 66 053'55" West continuing along the centerline of said Line A a distance of
35.00 feet to an angle point;
THENCE North 55 038'55" West continuing along the centerline of said Line A a distance of
35.00 feet to an angle point;
Fittz&Shipman,Ina
Project No. 06883.wtresmt
Plat&Description
EXHIBIT"A", Page 3 of 5
THENCE North 44°23'55"West continuing along the centerline of said Line A a distance of
20.57 feet to an angle point being the POINT OF BEGINNING of Line l;
THENCE South 45 026'00"West continuing along the centerline of said Line A a distance of
88.59 feet to an angle point;
THENCE South 34°11'00"West continuing along the centerline of said Line A a distance of
66.87 feet to an angle point;
THENCE South 30 053'22"West continuing along the centerline of said Line A a distance of
69.78 feet to an angle point;
THENCE South 53 024'14"West continuing along said Line A, (being 6 feet on the north side
and 4 feet on the south side), a distance of 59.65 feet to an angle point;
THENCE South 75°27'12"West continuing along said Line A, (being 6 feet on the north side
and 4 feet on the south side), a distance of 40.04 feet to an angle point;
THENCE South 86 042'12"West continuing along said Line A, (being 6 feet on the north side
and 4 feet on the south side), a distance of 31.26 feet to the POINT OF BEGINNING of Line G,
a 10-foot wide water line easement(5 feet on each side), from which the POINT OF
TERMINATION of Line G bears South 03 017'48" East 25.49 feet;
THENCE South 86 042'12"West continuing along said Line A, (being 6 feet on the north side
and 4 feet on the south side), a distance of 367.07 feet to the POINT OF BEGINNING of Line
H, a 10-foot wide water line easement (5 feet on each side), from which the POINT OF
TERMINATION of Line H bears South 03 017'48" East 25.10 feet;
THENCE South 86 042'12"West continuing along said Line A, (being 6 feet on the north side
and 4 feet on the south side), a distance of 15.51 feet to a point in the east line of the said
existing 20' utility easement for the POINT OF TERMINATION of Line A;
THENCE North 02°51'22"West along the said east line of the 20' utility easement a distance of
249.88 feet to a point for the POINT OF BEGINNING of Line L, a 10-foot wide water line
easement (5 feet on each side), from which the POINT OF TERMINATION of Line L bears
North 86°42'12" East 149.10 feet;
LINE I
BEGINNING at the point called POINT OF BEGINNING of Line I in the centerline of Line A as
described above:
THENCE North 44°23'55" West along the centerline of said Line I a distance of 14.43 feet to an
angle point;
Fittz&Shipman,Inc.
Project No.06883.wtresmt
Plat&Description
EXHIBIT "A", Page 4 of 5
THENCE North 33 008'55 West continuing along the centerline of said Line I a distance of 29.02
feet to the POINT OF BEGINNING of Line J, a 10-foot wide water line easement(5' on each
side), from which the POINT OF TERMINATION of Line J bears South 56 051'05" West 28.44
feet;
THENCE North 33 008'55"West continuing along the centerline of said Line I a distance of 5.98
feet to an angle point;
THENCE North 22°41'59"West continuing along the centerline of said Line I a distance of 35.00
feet to an angle point;
THENCE North 12°15'03"West continuing along the centerline of said Line I a distance of 40.00
feet to a point for the POINT OF BEGINNING of Line K, a 10-foot wide water line easement (5
feet on each side), from which the POINT OF TERMINATI.ON of Line K bears South 77°44'57"
West 92.00 feet.
THENCE North 17°55'23" West continuing along the centerline of said Line I a distance of
137.10 feet to the PC of a curve;
THENCE continuing along the centerline of said Line I with a curve to the right having a chord
bearing of North 10 036'35"West, a chord distance of 50.92 and a radius of 200.00 feet, a
distance along the curve of 51.06 feet to the PT of the said curve;
THENCE North 03 017'48" West continuing along the centerline of said Line I a distance of 26.06
feet to a point in the centerline of said Line A for the POINT OF TERMINATION of Line 1.
This Field Note Description is being submitted along with a plat of even date based on a survey
performed by Fittz & Shipman, Inc. during April 2007.
Walter J. Ksiazek *Q;•��61 ( ,
Registered Professional Land Su or No. 5321 IMAL'MR- KSIA
2EK
�URV
Ritz&Shipman,Ina
Project No. 06883.wtresmt
Plat&Description
COMMENCING
POINT ROSEDALE ADDITION
FOUND 1/2" (CALLED N 86'42'12" E 1005.69) -
IRON ROD o N 86'42'12" E 1005.69 BLOCK 6 FOUND
rl VOL. 7, PG. 83, M.R.J.C. KOHLER
N 8642'12' E 758.82 MONUMENT
85'21'- 93.2 - - --_ _
20.D0 --- �� ----
�p0. 261.6 205.19 --- v1 w
25.42 - "�' n, 0 103.39
Inw 81.74 ti� I I^ m
P.O.T. olio
LINE
eEgNN OF rl I W r ? o l l (TYPICAL) n I I X
LINE A 'I m 7 11 I l m
la
ci I II`Id I (o
NUMBER IDELTA IRADILIS JARC lemnpn lmnpn BEARING
Ct 06'0117 586.33 161.62 61.59 S 17'33'17'E
C2 09'04'43' 219.00 183.6 178.3 S 16'01'34"E I If I 1 ^co 0®0.34.66 C3 48'03'31'-219.00 183.89 178.36 S 12'J2 33 W G
C4 18'3817 288.00 77.24 78.97 N 78'22 57 W ` I� r` I I n
Lf) C5 74'37 35 200.00 151.06 50.92 N 1036 35 IN I I'o 1 I c0 S C A L E
LINE K 7,44,57• W 92. 1N 12g0�W \\N 7 E i\
O I NI 8.94 LINE o
W�, 0 mn z i I\`N 1? oo roe�� I r LINEE P, PARKDALE MALL
t� a N 86-42'12-E 149.10 s3 35p0 6 I I O LOT 15
\ VOL. 14, PG. 245-246, M.R.J.C.
d Z W N3 m P.O.B. LINE L- P.O.T. APSHV INVESTMENT sp s.o
m v I LINE L LINE L PARTNERS III, LP 566 \ w3��
o N ° I (TYPICAL) (TYPICAL) CLERKS FILE NO. 2007015180, O.P.R.J.C. J�6 •�� �F Ogg }e6CA ' 3 a �/ I
Q Q (CALLED i5.00 ACRES) h
« Q m Z N 61.g�QO
m vZ N I •O J P.O.B.- \ \� / SET 1/2~
_ .9 ¢ � o LINE I CAPPED
Z O w I NOTE P.O.B- POINT OF BEGINNING / / (TYPICAL) UNE = C* // IRON ROD
x I n P.O.T. - POINT OF TERMINATION / /cp^ J
LLJ
^'
S 67'27'34"E
y 5.61 .F�
SURVEYOR'S CERTIFICATION: G #�9oce
o / 1 DO HEREBY CERTIFY, TO THE BEST OF MY KNOWLEDGE AND BELIEF, ~c^ e
o 712"W/ / THAT THIS IS AN ACCURATE PLAT OF A SURVEY&DESCRIPTION MADE W Ci�R KSgEK
ON THE GROUND UNDER MY SUPERVISION AS OF APRIL 2007.
--- S 86'42'12'W 413.84 5 75 40y04� /,,���5 '
- o
_ --
TERMINATION row o LINE A --- 387.07----.--W e 1 31.26 S 'a
LINE A I =N �H o ��•�ee9�ne���Q'
15.51 w n WALTER J. KSIAZEK
o REGISTERED PROFESSIONAL LA SURVEYOR N 321
I N N
Fittz& h'���� WATER LINE EASEMENT SHEET"°.
S 86•42'12" w 1008.66 5
FOUND REMAINDER OF C fingineen•andLandsarve)- INC. PROJECT NAME: THE PRESERVE AT DOWLEN
SET 1/2" o�,,,,,,,,,,. TM„•„ OLD DOWLEN ROAD
CAPPED LA TEX INVESTORS. I P. ___ u°s C(N7NGGCTMic rn.�o,