Denton Co Levee-PT001012JI
■
with A BeautLW Future
CONSTRUCTION DEVELOPMENT
PERART APPLICATION
1. Name of Applicant: Denton County Levee Improvement T)i.-,I-rict No. 1
Address: C/o Carter & Burgess, Inc. 7950 Elmbrook Dallas Texas 75247
Phone Number: 214-638-0145
2. Location of Consti
Vista Ridge
Subdivision
Or:
BBB & CRR Su'.
Survey /Abstract d
Location descrint
(address) :
L 1
Section g Block # Lot a
ay, Abstract 144
Acreage
(attach vicinity map): See Attached Plans
3. Type of proposed cc nstruction or development:
( ) Residential () Alteration of a natural waterway drainage course
() Non - residential Other (describe & attach drawing or sketch) See Attached Plans
( ) Placement of Fill in right -of -way or on private property)
4. Description of Conn
( ) Paving
( ) Sidewalk
( ) Drive Approach
( ) Excavation
( ) Fire Lane
( ) Bridge
• Please provide the
under this general
:ruction Permit requested:
(
) Median or Landscaping
()
Box Culvert
(
) Water Main
O Rip Rap
(
) R.C.P.
()
Fill Area
(
) Sanitary Sewer Main
( Drainage Channel Excavation
(
) Flume
()
Slope Protection Retaining Wall
(
) Inlet
()
Parking Lot
ie, address and 24 hour phone number for supervisor of every contractor working
tit. See Attached Project Contact Sheet
Revised 3199
CONSTRUCTION DEVEL
PERMIT APPLICATION
Page 2
5. All construction sh 1 follow the City of Coppell Subdivision Ordinance, Standard Construction
Details, Streetscap Plan and stamped approved plans. The activity shall be in compliance with
Erosion and Sedim ntation Ordinance.
6. Applicant shall pro ide one copy of approved plans, specifications and related cost estimate or
contract of the proposed construction for the purpose of permit fee calculations.
7. A Construction Permit Fee in accordance with the City of Coppell Fee Ordinance shall be paid
prior to beginning vork. 1'
Amount Paid )VIA Date Paid
NOTE: A separate excavation permit is required anytime pavement is cut or when there is work
in the right -of -way of approved by the City Engineer.
Signature of A
Is the fill area
If yes, then a
begin.
Is additional
Are other federal,
(/PERM
( ) PERM
Approval
Forms /permits /constdev
6 t-
Date
FOR CITY USE ONLY
in an identified flood hazard area? (/Yes ( ) No
►lain Development Permit is required before any construction can
required?
ate or local permits required?
APPLICATION APPROVED
APPLICATION DISAPPROVED
( ) Yes (/No
( ) Yes ( ) No
/ 9hzJod
Date
Carter n Burgess
PROJECT CONTACT LIST
NCE DREDGING OF DENTON CREEK
FLOOD CONTROL CHANNEL
DCLID 1
September 14, 2000
PROJECT
MOBIL
RESPONSIBILITY
CONTACT
PHONE
PHONE
FAX
Project Engineer
Burt Weathersbee
214 - 638 -0145
214 - 356 -1973
214 - 638 -5632
C &B
Project Inspector
Lin Lindsey
214 - 638 -0145
214 - 801 -2171
214 - 638 -5632
C &B
800 - 539 -9932 P r
Geotechnical Engineer
Larry Bracken
214- 630 -9745
214 - 882 -6490
214 - 630 -9819
Rone Engineers
Geotechnical Technician
TBA
Contractor Contact
Field - Steve Ablin
817 - 640 -7737
817 - 368 -4832
817 - 640 -0030
Office - John Kolb
817- 946 -4066
DCLID 1
Dick Hightower
214 - 352 -5118
214 - 769 -3297
214 - 352 -8512
Maintenance Supervisor
Texas Water Development
John Squires
972 - 289 -9890
972-289 -9891
Board
Inspector
99207801. M09.doc
MAINTENANCE DREDGING OF DENTON CREEK
FLOOD CONTROL CHANNEL
BID TAB
30- JUNE -00
99207801/Tab6 -30
ENGINEER ESTIMATE
S.J. LOUIS
SOUTHWIND
PAULA CONSTRUCTION
CRAIG OLDEN INC.
JEFF
NOE INC.
MCALESTER
CONSTRUCTION "
EARTH
BUILDERS
AUSTIN FILTER
SYSTEMS
Item No.
Description
�Oty.
Unit
Unit Price
Total
Unit Price
Total
Unit Price
Total
Unit Price
Total
Unit Price
Total
Unit Price
Total
Unit Price
Total
Unit Price
Total
Unit Price
Total
1
Mobilization
1
ILS
$ 150,000.00
$ 150,000.00
$ 95,000.00
$ _ 95,000.00
$ 291,486.00
291,486.00
1 $ 20,000.00
$ 20,000.00
$ 209,000.00
$ 209,000.00
$ 90,000.00
$ 90,000.00
$ 60,000.00
$ 60,000.00
$ 80,000.00
$ 80,000.00
$ 121,500.00
$ 121,500.00
2
Clearing, Grubbing and Stripping - Disposal Site
1
LS
$18,000
$ 18,000.00
$ 92,000.00
$ 92,000.00
$ 58,650.00
58,650.00
$ 1.00
$ 1.00
$ 75,000.00
E 75,000.00
$ 25,000.00
$ 25,000.00
$20,000.00
$ 20,000.00
$ 145,000.00
$ 145,000.00
$ 180,000.00
$ 180,000.00
_ _
3
.Vegetation Mowing
1
LS
$10,000.00
$ 10,000.00
$ 7,500.00
$ 7,500.00
$ 15,797.00
15,797.00
$ 1.00
$ 1.00
$ 5,000.00
$ 5,000.00
$ 10,000.00
$ 10,000.00
$ 20,000.00
$ 20,000.00
$ 45,000.00
$ 45,000.00
$ 50,000.00
$ 50,000.00
_
4
'Clearing and Grubbing -Area 1 _
1
LS
$37,500.00
$ 37,500.00
$ 15,000.00 T
_
$ _ 15,000.00
$ 8,970.00
8,970.00.
$ 142,000.00:
$ 142,000.00
$ 45,000.00
$ 45,000.00
$ 50,000.00
$ 50,000.00
$ 30,000.00
$ 30,000.00
$ 55,000.00
_
$ 55,000.00
$ 30,000.00
E 30,000.00
_
5
Clearin , Grubbing and Stripping - Area 2_
1
LS
537,500.00
$ 37,500.00
E 25,000.00
E 25,000.00
$ 33,235.00
33,235.00
$ 93,000.00
$ 93,000.00
$ 55,000.00
$ 55,000.00
$ 50,000.00
$ 50,000.00
$ 30,000.00
$ 30,000.00
$ 125,000.00
_
$ 125,000.00
$ 52,000.00
$ 52,000.00
6
Dredging - Area 1 and 2
106 500
CY
S 10.11
$ 1 078 715.00
$ 7.70
$ 820 050.00
$ 8.26
666 690.00
$ 8.86
$ 943 590.00
$ 11.40
E 1 214 100.00
S 13.00
� $ 1 384 500 00
14.0
a 0
$ 1,491,000.00
$ 11.50
$ 1,224,750.00'
$ 15.95
$ 1,698,675.00
7
Erosion Control Device
_ 5,000
LF
$1.00
$ 5,0�
$ _ 0.95
$ 4,750.00
$ 1.68
8,400.00
$ 0.001
$ 5.00
$ 2.00
$ 10,000.00
$ 2.00
$ 10,000.00
$ 4.00
$ 20,000.00
E 3.DO
$ 15,000.00
$ 0.90
$ 4,500.00
_ 8
Construction Entrance
__ 1
LS_
$10,000.00
$ 10,000.00
$ 15,000.00
$ 15,000.00
$ 12,412.00
12,412.00
$ 5.001$
5.00
$_10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 25,000.00
$ 25,000.00
$ 4,500.00
___..
$ __ 4,500.00
$ 2,000.00
$ 2,000.00
9
Seeding(Hydromulch)
120.000
SY
_ 50.70
$ 84,000.00
$ 0.20
$ 24,000.00
$ 0.52
62,400.00
$ 0.001
1 $ 120.00
$ __ 0.40
$ 48,000.00
$ 0.40
$ 48,000.00
$ 0.208
$ 25,000.00
$ 0.60
$ 72,000.00
i
, $ 0.40
$ 48,000.00
TOTAL BASE BID
$ 1,428,715.00
$ 1 098 300.00
1,158,040.00
$ 1,198,722.00
$ 1 671 100.00
$ 1,677,600.00
$ 1,721,000.00
$ 1,766,250.00
$ 2,186,675.00
McAlester turned in a bid of $25,000 for Seedin H romulch without slating whether the $25,000 was a unit cost or the total cost for the item In the preparation of this bid tabulation 0 was assumed that the $25,000 bid was the total for the item and the total amount bid for the proiect did not change. Asa result a unit bid price was calculated based on the total bid for the item and the quantity in the item.
99207801/Tab6 -30