HomeMy WebLinkAboutPreliminary Plat - Pine Glen Subdivision, Unit 4DATE: June 19, 2000
TO: Planning Commission
FROM: Stephen C. Richardson, Planning Manager
SUBJECT: Consider the Preliminary Plat of Pine Glen Subdivision, Unit 4.
FILE: Preliminary Plat - Pine Glen Subdivision, Unit 4
STAFF REPORT
The Planning Manager recommends approval of the plat subject to compliance with the
water line improvements being acceptable to the Water Utilities Manager and the Fire
Marshal.
Schaumburg and Polk, Inc. are the consulting engineers for Construction Equity, Inc.,
who plan to develop the 15.9 acre tract for single family homes. Pine Glen lies on the
south side of Tolivar Road between N. Major Drive and Keith Road. The company has
platted 78 lots which will front on Lori Lane, Kathy Lane and along Sheila Lane, which
will be extended to the west from Unit 3 of the subdivision, Phase 1 will be built first and
then a Phase 2.
Copies of the plat were sent to all interested parties. Comments have been received from
the Fire Marshal, the City Engineer and the Traffic and Transportation Division.
The City Engineer had questions regarding the capacity of the storm sewers. The
consulting engineer relayed further information to the City Engineer., The drainage plans
as proposed have now been accepted by the City drainage engineer.
The Traffic Manager found that there were too many proposed street light locations on the
plat. The consulting engineer has presented a revised plan which omits some of the street
lights and relocated others. These changes will comply with street light regulations.
The Fire Marshal has rejected the proposed water supply as being insufficient. The
developer's engineer is in discussion with the Water Utilities Manager trying to resolve
this matter. At the time of this writing, the Planning staff has not received any
information from the Water Utilities Department. NOTE: On June 1, 2000, Joe
Majdalani, Water Utilities Manager, stated that the City has been negotiating with a
property owner in Neches Terrace for an easement from Tolivar to State Highway 105.
This will enable the City to loop the water line which now dead -ends on Tolivar to the
water line in State Highway 105.
Exhibits are attached.
WHEREAS, Mr. W. J. Hargraves has agreed to convey a ten foot 0 01) water line
easement to the City of Beaumont on his property located at 8355 Highway 105 for the
negotiated value of $968.00, as described on Exhibit "N'attached hereto; and,
WHEREAS, the City Council has considered the purchase of said easement and
is of the opinion that the purchase of said easement is necessary and desirable and that
same should be accepted;
CITY COUNCIL OF THE CITY OF BEAUMONT:
THAT said above -described easement purchased from Mr. W. J. Hargraves be and the
same is hereby, in all things accepted.
PASSED BY THE CITY COUNCIL of the City of Beaufnont this the day of
QU4U,, 2000.
I
GAMEASEMENT.BK1
TEN FOOT
WATER LINE EASEMENT
TO SERVE
TOLIVAR' ROAD AREA
3.200 30UARE FEET
OUT OF
LOTS 60 A 61
NECHES TERRACE ADDITION
8366 STATE HIGHWAY 106
OWNER.,
MR & MRS W.J. HARGRAVES
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Schaumburg & Polk, Inc,
CONSULTING ENGINEERS
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City of Beaumont
Engineering and Planning Department
P.O. Box 3827
Beaumont; Texas 77704
Attn: Mr. Murray Duren
Re: Pine Glen Fourth Addition — Preliminary Plat
Dear Mr. Duren,
8865 College Street, Suite 100
Beaumont, Texas 77707
Phone (409)866-0341
Fax (409)866-,0337
Transmitted herewith are thirty (30) prints of the Preliminary Plat, one copy of the Preliminary
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Plat on 8 1/2" x 11 " format, (6) prints of the Drainage Plan, and the application fee (check no.
12594 for $300.00) for the above referenced subdivision being developed by Construction
Equity, Inc.
Pine Glen Fourth Addition will include water, sanitary sewer, storm sewer and street paving. All
utilities will be underground. The entrance to the subdivision will be off of Tolivar Road. Pine
Glen Fourth Addition will develop 15.,940 acres, in two phases of construction and will consist of
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8'single family residential lots.
ello
We trust this plat will be considered at the June 5, 2000 Planning Commission meeting. Should
you have any questions, please feel free to contact either Jeff Beaver, P.E. or myself.
Sincerely,
Schaumburg & Polk, Inc.
Troy Xtehead
Cc: Victor Marino — Construction Equity, Inc.
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CITY OF BEAUMONT
PUBLIC WORKS
ML INTER -OFFICE MEMORANDUM
Date: May 22, 2000
Murray Duren, Senior Planner
Joris P. Colbert, City Engineer
PRELIMINARY PLAT - PINE GLEN FOURTH ADDITION
The above referenced plat has not been approved. The following information must be provided prior to
approval:
1. Existing 24" pipe capacity 8.33 CFS is not enough capacity. Actual Q
13.98. Please revise drainage and re -submit.
Erosion Control Devices to control/contain sediment runoff and to prevent
tracking onto public streets must be properly installed and maintained
during all phases of construction and must remain in place until building
C
erection and/or paving work is complete and/or adequate vegetation is
established to prevent erosion of soils into streets or drainage systems, : - -
�,. ram,,/
joris P. Colbert
PPCPG4
MAY-31-2000 WED 10:48 AM SCHAUMBURG a FOLK FAX NO. 14098680337 P� 01/01
Schaumburg & Polk, Inc.
CONSULTING ENGINEERS
May 31,2000
Mr. Joris P. Colbert, City Engineer
City of Beaumont
P.O. Box3827
Beaumont, Texas 77704
Re. Preliminary Plat -Pine Glen Fourth Addition
Proposed Storm Sewer System
Dear Mr, Colbert;
6865 College Sc, Suite too
13 talumont, Tex no 77707
Phone (40 9) 866.0341
FAX (4 09) 9 66 - () 3 3 7
After receiving review comments from Mr. Murray Duren, we reevaluated the existing storm
Sewer system to serve the proposed Fourth Addition to the Pine Glen Subdivision. As shown on
the As -Built Drawings, the existing 24'$ RCP was not installed at the 0.40% slope called for on
the plans, but was installed at a slope of 0,35%. This new slope provides for a capacity of 13.41
cA for the existing 24" RCP, The total runoff from the developed area would be 18.6 cfs to the
existing 24" RCP.
We have calculated the resulting water surface elevation for this pipe run from the outfall ditch
to the last catch basin located on the West Side of Lori Lane. The calculations indicate that the
water surface elevation will remain below the street gutters along Kathy Lane, as well as Lori
Lane even with the 24" RCP below capacity,
With this new information, we respectfully request approval of the Preliminary Plat for the Pine
Glcn Fourth Addition by your office.
If you have any questions or comments, please call us.
Sincerely,
Schaumburg & Polk, Inc.
Troy Whitehead
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SPI No. 192039
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PUBLIC WORKS
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Date: May 18, 2000
TO: Murrdv Duren, Senior Planner
FROM: Mark Horelica, Transportation Manager
SUBJECT: Preliminary Plan Review - Pine Glen Subdivision, 4th Addition
113 _�My - �
The Transportation Division has completed our review of the aforementioned preliminary plans.
As a result of this review, it was noted that the proposed street light spacing is excessive and
modifications are required as shown in red (attached).
L "A$. � _t
INTEROFFICE MEMORANDUM
............
CITY OF BEAUMONT, TEXAS
FIRE DEPARTMENT
DATE: May 22, 2000
TO: Murray Duren, Senior Planner, Planning Division
FROM: Jack Maddox, Chief Fire Marshal
SUBJECT: Preliminary Plat of Pine Glen Fourth Addition
COMMENT:
The aforementioned plat has been review and rejected due to an insufficient water
supply. Should you have any questions, please feel free to call me at ext. 3905,
Mst
Attachment
CRY OF WAUUM
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MAY 2 qv
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VICINITY MAP
N. T. S.
PRELIMINARY PLAT
OF
PINE GLEN SUBDIVISION FOURTH ADDITION
PHASE I
LOTS 1-17. BLOCK 1,
LOTS 18-34, BLOCK 2,
LOTS 1-5, BLOCK 4
PHASE II
LOTS 1-17, BLOCK 2,
LOTS 1-17, BLOCK 3,
LOTS 6-10, BLOCK 4
A SUBDIVISION OUT OF
THE D. EASLEY LEAGUE, ABSTRACT NO. 20
BEAUMONT, JEFFERSON COUNTY, TEXAS
MAY 10, 2000
DEVUOPED BY; PRWAMW BY,
CONSTRUCTION EQUITY, INC SCHAUMBURG & POLK, INC
238e E4s= FRUWAY CONSVL72NO ENOMECRS
BEAUMONT TEW 8866 COLLEGE WREET
DMtfAfONr,7ZW
GENERAL INFORMATIONIP'UBLIC UTILITIES
APPLICANT: Schaumburg and Polk, Inc.
PROPERTY OWNER:
STATUS OF APPLICANT:
LOCATION:
Victor Marino, Construction Equity, Inc.
Consulting engineer
Tolivar Road
PROPOSED: PHASE I - Lots 1-17, Block 1; Lots 18-34,
Block 2; Lots 1-5, Block 4
PHASE 11 - Lots 1.47, Block 2; Lots 1-17,
Block 3 and Lots 6-10, Block 4
EXISTING ZONING:
EXISTING LAND USES:
FLOOD HAZARD ZONE:
SURROUNDING LAND USES:
NORTH: Residential
EAST: Pine Glen Third
SOUTH: DDA ditch, vacant land
WEST: Vacant land
COMPREHENSIVE PLAN:
OTHER PHYSICAL FEATURES:
STREETS:
RS (Residential Single Family Dwelling)
15.9 acres, more or less
Vacant
"C" - (Minimal Hazards)
SURROUNDING ZONING:
RS (Residential Single Farnily Dwelling) District
RS
RS
RS
Neighborhood Growth Unit
WPM -
Proposed Lori Lane and Kathy Lane, each a
60' wide residential right-of-way and an
extension of Sheila Lane, a 50' right-of-way.
All streets will be paved with 27' wide
concrete slabs.
DRAINAGE: Proposed storm sewer system has been
approved. No information from DD#6 at
time of writing this report.
GENERAL INFORMATION/PUBLIC UTILITIES continued
WATER:
SANITARY SEWER SERVICE:
FIRE PROTECTION:
M mrsilymWKII aml
Proposed 6" water lines.
Proposed 6" and 8" lines.
Fire protection is provided by Station #8,
Hwy. 105 at Lampman.
Proposed services are adequate unless
otherwise noted. Electric power will be
underground.