HomeMy WebLinkAbout05.19.08 AGENDAAGIENDA
CITY OF PORT ARTHUR
PLANNING AND ZONING COMMISSION
MONDAY, MAY ].9, 2008 5:30 P.M.
REGULAR MEETING
CITY HALL - ST" FLOOR CONFERENCE ROOM
NOTICE OF TIME, PLACE AND SUBJECT OF A REGULAR MEETING OF THE PLANNING AND
ZONING COMMISSION OF THE CITY OF PORT ARTHUR.
NOTICE IS HEREBY GIVEN, PURSUANT T~O
CODE, THAT A REGULAR MEETING OF THE
THE CITY OF PORT ARTHUR, TEXAS WILL BE
AT 5:30 P.M. IN THE CITY HALL BUILDING,
FOURTH STREET, PORT ARTHUR, TEXAS.
SECTION 211.007, LOCAL GOVERNMENT
PLANNING AND ZONING COMMISSION OF
HELD ON MONDAY, MONDAY MAY 19, 2008
CITY COUNCIL CHAMBER, 5T" FLOOR, 444
I. ROLL CALL
II. E08-O1 -KIRK THOMAS -- PERMI"f FOR EXCAVATION OF A BORROW PIT - 90
ACRES TRACT OF LAND OUT OF AN'D PART OF T&N. O. RR SURVEY, ABSTRACT
N0.242, PORT ARTHUR, JEFFERSON COUNTY, TEXAS - SECTIONS 6, 7, 9,
ABSTRACT 242, 239, 416 - EASTSIC)E OF WEST PORT ARTHUR ROAD, NORTH OF
HWY 365
III. REPORT ON WESTSIDE REDEVELOPMENT -THE MARSHALL GROUP
IV. REPORT FROM DIRECTOR
V. FUTURE AGENDA ITEMS
VI. AD70URNMENT
COLLEEN RUSSELL, AICP
DIRECTOR OF PLANNING
DATE AND TIME POSTED, Thursday May 15 2008,Ca 10:00 A M
INTEROFFICE MEMORANDUM
Ta: PLANNING AND ZONING COlvIMISSION
FROM: DALE L. WATSON, DIRECTOR OF PLANNING ~j'ti'~
suBJECr: EXCAVATION PERMIT -KIRK THOMAS
DATE: 05/15/08
APPLICANT:
LOCATION:
SIZE:
PROPOSED DEPTH:
EXCAVATION PERIOD
Kirk Thomas
T&N.O. R.R. Survey
East of Spur 93 and north of Hwy. 365
20 acres
25 feet
18 months
FINDINGS: 1. Proposed excavation is in compliance with the
new requirements for excavations in Support of
Farm <~nd Ranch Activities of the Port Arthur
Excavation Ordinance.
RECOMMENDATION: 1. Excavation shall be limited to 25 feet.
2. No excavation shall be made within 30 feet of
any existing pipeline or pipeline easement unless
the piF~eline has been abandoned or removed in
compliance with U.S. Department of
Transportation and/or Texas Railroad
Comrr.~ission rules and regulations
3. No excavation shall be made within 30 feet of
any existing well unless abandoned in
compliance with Texas Railroad Commission
rules and regulations. The Texas Railroad
Commission shall be notified prior to any
excavation within 30 feet of any abandoned well.
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INTEROFFICE MEMORANDUM
TO: STEVE FITZGIBBONS, CITY MANAGER
FROM: DALE L. WATSON, DIRECTOR +OF PLANNING
SUBJECT: P.O. NO. 5883 -EXCAVATION PERMIT
DATE: 04/28/08
RECOMMENDATION:
The Planning and Zoning Commission recommends that Proposed Ordinance No. 5883
be approved. This Ordinance would grant an excavation permit Kirk Thomas on property
located north of Hwy. 365 and east of West Port Arthur Road.
BACKGROUND:
Kirk Thomas is proposing to excavate a borrov~r pit under the newly adopted provisions of
the Excavation Ordinance providing for excavations related to agricultural activities. Mr.
Thomas is aware of the requirements related to this type of excavation and has stated that
he will comply with the requirements.
BUDGETARY/FISCAL EFFECT:
None
STAFFING/EMPLOYEE EFFECT:
None
SUMMARY:
The Planning and Zoning Commission recommends that Proposed Ordinance No. 5883
be approved.
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WART E C H °Recogniting the landmarks of
the past.....settrng our foresight towards the future^
LAND SURVEYORS, INC.
Richard L. Worthey, RPLS
J. L. Sims, Jr., RPLS
Jack E. Meaut, RPLS
December 11, 2006
Surveyor's Field Note Description: Tract B
BEING a 90.000 acre tract of land out of and a part of that certain C. Doombos called 188 acre
tract of land, more fully described and recorded in Volume 390, Page 27, out of and a part of the
remainder of that certain C. Doombos called 77.98 acre tract of land and that called 51.84 acre
tract of land, more fully described and recorded in Volume 399, Page 598 of the Deed Records
of Jefferson County, Texas. Said 90.000 acre tract of land being situated in the T. & N. O. RR.
Survey, Section No. 9, Abstract No. 242, the Willi~un McFaddin Survey, Section No. 6, Abstract
No. 416 and the T. & N. O. RR. Survey, Section No. 7, Abstract No. 239, Jefferson County,
Texas and being more particularly described as follows:
BEGINNING at a 5/8 inch iron rod with cap stamped "WORTECH SURVEYORS" set at the
Northwest corner of Lot Number 13, Block Number 2 of the Montrose Addition No. 2 as
recorded in Volume 10, Page 20 of the Map Records of Jefferson County, Texas, same being the
intersection of the South line of the remainder of said C. Doombos called 77.98 acre tract and the
East line of that certain Neches Canal Company called 8.55 acre tract of land, more fully
described and recorded in Volume 271, Page 529 of'said Deed Records;
THENCE North 30 deg. 55 min. 57 sec. West along and with an East line of said Neches Canal
Company tract, a distance of 124.00 feet to a 5/8 inch iron rod with cap stamped "WORTECH
SURVEYORS" set for Angle comer;
THENCE North 17 deg. 33 min. 34 sec. West continuing along and with an East line of said
Neches Canal Company tract, a distance of 3009.20 feet to a 5/8 inch iron rod with cap stamped
"WORTECH SURVEYORS" set for Angle comer;
THENCE South 87 deg. 44 min. 30 sec. West along and with a North line of said Neches Canal
Company tract, a distance of 165.40 feet to a point for corner, from which a S/8 inch iron rod
with cap stamped "WORTECH SURVEYORS" set. for reference in the East line of that certain
Neches Canal Company called 13.51 acre tract of land, more fully described and recorded in
Volume 269, Page 423 of said Deed Records beers South 87 deg. 44 min. 30 sec. West, a
distance of 627.95 feet;
THENCE North 30 deg. 55 min. 57 sec. West, a distance of 823.67 feet to a point for corner,
from which a 5/8 inch iron rod with cap stamped "VVORTECH SURVEYORS" set for reference
in the East line of said Neches Canal Company tract, bears South 82 deg. 11 min. 27 sec. West, a
distance of 599.07 feet;
EXHIBIT "A„ 7999 Gladys Avenue, Suite 102
Beaumont, Texas 77706-3109
Two (2) Pages, Inclusive Tel: 409.866.9769 Fax: 409.866.7075
www.wortech.com
THENCE North 82 deg. 11 min. 27 sec. East, a distance of 1628.17 feet to a 5/8 inch iron rod
with cap stamped "WORTECH SURVEYORS" s;et for corner in the West line of that certain
Jefferson County called 138.568 acre tract of land, more fully described as Parcel SA recorded in
Clerks File No. 2001008588 of the Official Public Records of said Jefferson County, from which
a 5/8 inch iron rod with cap stamped "WORTE.CH SURVEYORS" found at the Northwest
corner of said Jefferson County tract bears North 16 deg. 28 min. 44 sec. West, a distance of
2305.96 feet;
THENCE South 16 deg. 28 min. 44 sec. East along and with the West line of said Jefferson
County tract, a distance of 2423.39 feet to a 5/8 :inch iron rod with cap stamped "WORTECH
SURVEYORS" set for corner, from which a 5/8 inch iron rod with cap stamped "WORTECH
SURVEYORS" found in the South line of the remainder of said C. Doornbos called 77.98 acre
tract, same being the North line of that certain City of Port Arthur called 1.874 acre tract of land,
more fully described and recorded in Volume 22413, Page 158 of said Deed Records bears South
16 deg. 28 min. 44 sec. East a distance of 434.65 fe:et;
THENCE South 36 deg. 45 min. 40 sec. West, a distance of 1255.99 feet to a 5/8 inch iron rod
with cap stamped "WORTECH SURVEYORS" set for corner;
THENCE South 17 deg. 33 min. 34 sec. East, a distance of 428.68 feet to a 5/8 inch iron rod
with cap stamped "WORTECH SURVEYORS" set for comer;
THENCE South 36 deg. 45 min. 40 sec. West along and with the South line of the remainder of
said C. Doornbos called 77.98 acre tract, same being the North line of said Montrose Addition
No. 2, a distance of 196.96 feet to the PLACE OF BEGINNING, containing 90.000 acres of
land, more or less.
(This description is based upon a survey made on the ground under my direct supervision on
October 4, 2006 and is being submitted along will? a survey plat showing the property and facts
found as described herein. All bearings are based on the Texas Plane Coordinate System,
NAD83, South Central Zone. All distances and ezcreages are surface (U. S. Survey foot). The
theta angle at the 1/2 inch iron rod found at the Southeast corner of the T. & N. O. RR. Survey,
Section No. 9, Abstract No. 242 is 02 deg. 2r`i min. 29 sec. and the grid scale factor is
0.99991717)
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