HomeMy WebLinkAbout71 Development Permit 654 Edelweiss Business CenterDEVELOPMENT PERMIT
PERMIT NO. 654
EDEL WEISS BUSINESS CENTER
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
LOTS 1-3 BLOCK 4
OWNER: Begonia Corportation
1901 San Jacinto
Houston, Texas 77002
DRAINAGE BASIN: North Fork of Lick Creek
SITE ADDRESS:
TYPE OF DEVELOPMENT: THIS PERMIT IS VALID FOR CONSTRUCTION OF THE
WATERLINE AND SEWERLINE ONLY AS PER APPROVED CONSTRUCTION PLANS.
The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate
construction site in accordance with the approved erosion control plan as well as the City of College
Station Drainage Policy and Design Criteria. The Owner and/or Contractor shall assure that all disturbed
areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales
used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed
vegetation be returned to its original condition, placement and state. The Owner and/or Contractor shall
be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery
and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work.
Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced
before any operations of this permit can begin.
In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall
be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city
streets, or existing drainage facilities.
I hereby grant this permit for development of an area outside the special flood hazard area. All
d lopment shall be in accordance with the plans and specifications submitted to and approved by the
Engineer in the development permit application for the above named project and all of the codes
ordinances oft e City, of College Station that apply.
Date
Owner/ Agent Date
Contractor Date
4537
DATE . 5/J f:l j 'f.Cf
PAY TO c.. oFC .S~
FOR
(
TAX D
DEDUCTIBLE O HAA<AN0..,,.,2
TOTAL
THIS
CHECK
OTHER
TRANS+!
BALANCI
CITY Of COLLEGE STATION *** CUSTOt!ER RECEIPT *** OPER: "RODGERS CT DRAWER: 1
DATE: 5/18/99 88 RECEIPT: 8838193
DESCRIPTION QTY A"OUNT TP T" FILING FEE/DS/BI 1 $288.88 •B? CK FINAL PLAT
FILING FEE/DS/BI 1 $188.88 •B? CK DEVEUJPQT PER"IT
FILING FEE/DS/BI 1 $388.88 •B? CK INFRASTRUCTURE INSPECTION
TENDER DETAIL
CK 4537 $688. 88 DATE: 5/18/99 TI~: 9:28:33
TOTAL PERSONAL CHECK $688. 88 A"OUHT TENDERED $688.88
THANK YOU
). SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION
Application is hereby made for the following development specific site/waterway alterations:
Corrmercial Lot develoµnent in the drainage basin of the North Fork of Lick Creek.
ACKNOWLEDGMENTS:
I, J. Stephen Arden, Agent .~hereby acknowledge or affirm that:
The information and conclusions contained in the above plans and supporting documents comply with the current requirements of
the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards.
As a condition of approval of this permit application, I agree to construct the improvements proposed in this application according to
these documents and the require ts of Chapter 13 oft.he College Station City Code.
Contractor
CERTIFICATIONS: (for proposed alterations within designated flood hazard areas.)
A. I, certify that any nonresidential structure on or proposed to be on this site as part
of this application is designated to prevent damage to the structure or its contents as a result of flooding from the l 00 year storm.
Date
B. I, certify that the finished floor elevation of the lowest floor, including any
laSCment, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the
!a.test Federal Insurance Administration Flood Hazard Study and maps, as amended.
Engineer Date
C. I, Michael R. McClure, P. E. . certify that the alterations or development covered by this pe~~
diminish the flood-<:arryi.ng capacity of the waterway adjoining or crossing this permitted site and that such ~q[.?".s-~lt
development are consistent with requirements of the City of College Station City Code, Chapter 13 conce~~· ~.~ 'tr.
floodways and of flood · ges. ! * l •. * I. " * • • * ·~ . C/J / ~ .................................. 1 -.:.L_/.:...=...:~~~...l-L'~~~~=----5/;o/1 "'1 . ~ .. M19.~f.~~.~.tLM~fhV.~s .. ~
Date / ~;\n 32740 O //f/~
'fO ·~T~G ~ ··~ 41 .•~'•._/STE~··'<:)' ..,
D. I, do certify that the proposed alterations do not raise the lJ~~~X<l{)~
flood above elevation established in the latest Federal Insurance Ad.ministration Flood Hazard Study. ''~~-
Engineer Date
Conditions or comments as part of approval:----------------------------
· n accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris
.rom construction, erosion, and sedimentation shall not be deposited in city streets. or existing drainage facilities .
All development shall be in accordance with the plans and specifications submitted lo and approved by the City Engineer for the
above named project. All of the applicable codes and ordinances of the City of College Station shall apply.
FINAL PLAT APPLICATION
PNLP APP .DOC 3'15199
3 ofJ
.J ds McCLURE ENGINEERING, INC.-------
May 10 , 1999
Veronica Morgan, P.E.
Assistant City Engineer
City of College Station
P.O. Box 9960
College Station, TX 77842-9960
RE: Edelweiss Estates Business Center Drainage.
Dear Veronica:
Because this submission simply extends utilities for the benefit of future construction, and does not
alter drainage flows or patterns, no drainage report is provided .
1722 Broadmoor , Suite 210 • Bryan, Texas 77802 • (409) 776-6700 • FAX (409) 776-6699
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ENGINEER'S CONSTRUCTION COST ESTIMATE
EDEL WEISS BUSINESS CENTER
LOTS 1-3, BLOCK FOUR
MAY 20, 1999
DESCRIPTION UNIT QUAN.
SEWER LINE CONSTRUCTION
6" pvc Pipe (D-3034)nonstructu ral backfill L.F. 164
Standard Manhole(< 8' dep th) Each I
Connect to Existing Manh ole Each 1
6" PVC Sewer Service (20' length) Each 1
Trench Safety L.F. 64
SEWER LINE TOTAL
WATER LINE CONSTRUCTION
8" PVC Pipe (Cl. 200, A WW A C-900) non-structural backfill L.F. 439
Fire Hydrant Assembly, Type II Each 1
8" M.J. Gate Valve Each 1
8" X 6" M .J. Reducer Each 1
8" X 8" M.J. Anchoring Tee Each 1
8" X 90° M.J. Bend Each 1
6" X 90° M.J. Bend Each 1
6" M.J. Plug Each 1
Connect to Existing 8" Line Each 2
WATER LINE TOTAL
--
TOTAL ESTIMATED CONSTRUCTION COST
UNIT AMOUNT
PRICE
$14 .50 $2,378.00
1,3 00 .00 1,300.00
500 .00 500 .00
400 .00 400.00
1.50 96.00
$4,674.00
$15 .00 $6,585.00
1,800 .00 1,8 00 .00
625 .00 625 .00
215.00 215.00
225.00 225.00
215.00 215 .00
225.00 225.00
75.00 75 .00
350.00 700 .00
$10,665.00
$15,339.00
GM010I05
Vendor number . . . . .
Name • • • • • • • :
Address line 1 . . :
Address line 2 . . :
Address line 3
City, state, zip . :
Phone number . . .
Contact . . • .
1099 (Y N) . . . . :
ID type (S T) . . .
Misc. vendor (M) . :
Default Account
Name on checks
Status • . • .
. . . . . . . .
CITY OF COLLEGE STATION
Vendor Master Display
9544
BEGONIA CORP
1901 SAN JACINTO
HOUSTON
713 654-0060
TX
Fax phone
N Federal tax ID
S=Social security #
M=Miscellaneous vendor
BEGONIA CORP
A A=Active !=Inactive
77002
T=Federal tax id
Default Discount
Date 06/18/1999 mm/dd/yyyy User CARNOLD
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