WIndsor Estates-PT000825ff The My VWh A BeautM Hffiun
CONSTRUCTION DEVELOPMENT
PERMIT APPLICATION
1. Name of Applicant: (�o�- DPi 1 r) o r-i A e:
Address: Z(o 7 _;> 2 I. A L W U i HI LL Lac lutes. it Zor) DA t,�S TIC
Phone Number: (G 1 4) 3 - 9 O 5 - 7 SZ aj
2
3
4.
Location of Construction (address): U Z_ D E Fp 2CS ► RD e
_IJIt\loso2 es -,^-Z s
Subdivision Section k Block g Lot g
Or: f \
ILA - (6ZtM >LG 5JSVE: -A,55 No, a(olbb,H,140UNTS A65 Ne.$74 15,1 b A RZS
Survey /Abstract a Acreage
Location description (attach vicinity map):
Type of construction or development:
(LAesidential () Alteration of a natural waterway drainage course
( ) Non - residential ( ) Other (describe & attach drawing or sketch)
( ) Placement of Fill (in right -of -way or on private property)
Description of Construction Permit requested:
( ) Paving ( ) Median or Landscaping ( ) Box Culvert
( ) Sidewalk ( ) Water Main
( ) Drive Approach ( ) R.C.P.
( ) Excavation ( ) Sanitary Sewer Main
( ) Fire Lane () Flume
( ) Bridge () Inlet
( ) Rip Rap
( ) Fill Area
( ) Drainage Channel Excavation
( ) Slope Protection Retaining Wall
( ) Parking Lot
Please provide the name, address and 24 hour phone number for supervisor of every contractor working
under this general permit.
Rt v4d 3;99
CONSTRUCTION DEVELOPMENT
PERMIT APPLICATION
Page 2
5. All construction shall follow the City of Coppell Subdivision Ordinance, Standard Construction
Details, Streetscape Plan and stamped approved plans. The activity shall be in compliance with
Erosion and Sedimentation Ordinance.
6. Applicant shall provide 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 work.
Amount Paid Z 9- Date Paid l U d
NOTE: A separate excavation permit is required anytime pavement is cut or when there is work
in the right -of -way notVproved by the City Engineer.
v
Date
FOR CITY USE ONLY
Is the fill area located in an identified flood hazard area? kYes OffQo
If yes, then a Floodplain Development Permit is required before any construction can
begin. ✓
Is additional information required?
Are other federal, state or local permits required?
kYARMIT APPLICATION APPROVED
( ) PERMIT APPLICATION DISAPPROVED
'
City Appr val
( ) Yes VfNo
( ) Yes VrNo
c S� I I Keck g10 1 94Z
9.).3-00
Date
Forms /permi Wconstdev
Construction Estimate for Windsor Estates - Coppell, Texas - 16 Acres
24- Jul -00
Grading
Clear and Grub
Excavation
Lot Benching
Demolition of Asphalt, Fencing, and Houses
Silt Fence
Construction Entrance
* Current low Bidder is Gregory Excavating in Dallas, Tx.
Concrete
Soil Stabilization
6" Concrete Pavement
Rolled Curb
6" Flex Base
Concrete Sidewalks
Median Pavers
*Current low Bidder is in Dallas, Tx.
utiiities
Water
Waste water
Storm Sewer
*Current low Bidder is TGR Constructors, Inc. in Bedford, Tx.
Landscapin
Irrigation
Sod
Trees and Shrubs
*Current Low Bidder is Garden Design in Dallas, Tx.
Stone Entry
Stone wall
Stone tower
Brick pillars
*Current low Bidder is Vole' Stone in Dallas, Tx.
16 acres
100000 cy
25 ea
Is
2600 If
1 ea
8400 sy
3879 sy
3800 If
2000 sy
100 sy
300 sy
Is
Is
Is
Is
21000 sf
Is
180 If
1 ea
2 ea
Gregory Excavating
has paid Inspection
Fees for this portion
$163,965.00
$160,983.00
$45,080.00
$21,430.00
Subtotal $391,458.00
Less Landsca in tone Ent - $ 66,510.00
Total Construction Cost $324,948,00
Inspection Fees at 4% $1X;997:92
_ t�4
c
JOB NO.: • K I l l ♦ ,y INT[ CITY
oNna ACCOUNT CdOE:
DATE: Ap l 8, 2000
SUBCONTRACT
(SHORT FORM)
This agreement is made this 18 day of April 2 000 , and effective the 18 day of
April 2 000 , by and between Coppell Optimum Assets, L.C. (Contractor)
and Gregory Excavating Company, Inc . (Subcontractor) to perform the Work identified in Article 2 in
accordance with the Project's Contract Documents.
PROJECT: Windsor Estates
OWNER: Coppell Optimum Assets, L.C.
ARCHITECT: Halff & Associates
CONTRACTOR: Coppell Optimum Assets, L.C.
SUBCONTRACTOR: Gregory Excavating Company, Inc.
CONTRACT PAYMENT. The Contractor agrees to pay Subcontractor for satisfactory performance of Subcontractor's
Work the sum of fifty thousand dollars Dollars ($ 50,000.00 )
Progress payments, less retainage of 10 %, shall be made to Subcontractor for Work satisfactorily performed no
later than seven (7) days after by Contractor of payment from Owner for Subcontractor's Work. Final payment of the
balance due shall be made to Subcontractor no later than seven (7) days after receipt by Contractor of final payment
from Owner for Subcontractor's Work. These payments are subject to receipt of such lien waivers, affidavits,
warranties, and guarantees required by the Contract Documents or Contractor.
ARTICLE 2
SCOPE OF WORK. Subcontractor agrees to commence Subcontractors Work herein described upon notification by
Contractor, and to perform and complete such Work in Accordance with Contract Documents and under the general
direction of Contractor in accord with Contractors schedule. This shall include all work necessary or incidental to
complete the: / '
Si to o ng, demnl i ti nn n{= hn isas grndpc to a �r�nZ AT° telLth, t r81LOV�l
Work for the Project as more particularly, though not exclusively specified in
ARTICLE 3
SCHEDULE OF WORK. Time is of the essence. Subcontractor shall provide Contractor with any requested scheduling
information of Subcontractors Work. The Schedule of Work, including that of this Subcontract shall be prepared by
Contractor may be revised as the Work progresses.
Subcontractor recognizes that changes may be made in the Schedule of Work and agrees to comply with such
changes without additignal compensation.
Subcontractor shall coordinate its work with all other contractors, subcontractors, and suppliers on the Project so as not
to delay or damage their performance, work, or the Project.
Project: Windsor Estates- Coppell T .s
TGR Constructors, Inc.
Subtotal Project $ 151,732.50
Material Taxes $ 5,541.00
Bonds $ 3,710.00
Total Project $ 160,983.50
Item
Quantity
Unit Price
Total Price
Water 1
8" C -900 DR -14
1935
If
$
12.50
$
24,187.50
2
6" C -900 DR -14
40
If
$
11.50
$
460.00
3
1" Services
26
ea
$
450.00
$
11,700.00
4
8" Gate Valves
6
ea
$
600.00
$
3,600.00
6
6" Gate Valves
3
ea
$
450.00
$
1,350.00
8
12" x 8" Tapping Sleeve & Valve
1
ea
$
1,600.00
$
1,600.00
7
Fire Hydrants
3
ea
$
1,025.00
$
3,075.00
8
Fittings
1
Is
$
2,000.00
$
2,000.00
9
Meter Boxes
26
ea
$
75.00
$
1,950.00
10
Testing
1
Is
$
250.00
$
250.00
11
Trench Safety
1
Is
$
250.00
$
250.00
Subtotal Water
$
50,422.50
Item
Quantity
Unit Price
Wastewater 1
10" SDR -35
2335
If
$
14.75
$
34,441.25
2
4" Services
26
ea
$
400.00
$
10,400.00
3
4' Diameter Manholes
12
ea
$
1,100.00
$
13,200.00
4
Connect To Existing Manhole
1
ea
$
500.00
$
500.00
a
Concrete Pavement Repair
175
If
$
25.00
$
4,375.00
6
1 112" Asphalt Pavement Repair
530
If
$
10.00
$
5,300.00
7
Resodding
175
If
$
2.50
$
437.50
8
Testing
2335
If
$
1.00
$
2,335.00
9
Trench Safety
2335
If
$
0.75
$
1,751.25
Subtotal Wastewater
$
72,740.00
Item
Quantity
Unit Price
Storm Sewe 1
36" RCP CL 3
29
If
$
56.00
$
1,624.00
2
33" RCP CL 3
142
If
$
50.00
$
7,100.00
3
24" RCP CL 3
135
If
$
37.00
$
4,995.00
4
21" RCP CL 3
42
If
$
33.00
$
1,386.00
6
10' Curb Inlets
5
ea
$
2,200.00
$
11,000.00
6
33" Type B Headwall
1
ea
$
1,000.00
$
1,000.00
7
36" Type B Headwall
1
ea
$
1,100.00
$
1,100.00
8
Trench Safety
1
Is
$
365.00
$
365.00
Subtotal Storm Sewer
$
28,570.00
Subtotal Project $ 151,732.50
Material Taxes $ 5,541.00
Bonds $ 3,710.00
Total Project $ 160,983.50
4
August 2, 2000
Lexington Properties Management
attn: Kelly Jordan
2639 Walnut Hill Lane, Suite 200
Dallas, Texas 75229
Gentlemen:
PROPOSAL
We propose to furnish all labor, materials and equipment to construct, as an independent contractor,
the following described work:
DESCRIPTION AND LOCATION:
6" LIME STABILIZATION
HYDRATED LIME
6 "3000# CONCRETE PAVING
WHEEL CHA S'�
AC PAVEMENT
Windsor Estates
Coppell, Texas
3,925.00
ITY
T UNIT PRICE AM
$1.50
$5,887.50
$91.50
$6,496.50
$21.65
$56,051.85
11112.25
$1,224.50
$19.
16,476.53
x.00 TONS
YD
2.00 EACH
838.50 SY
Windsor Estates
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT
6" LIME STABILIZATION
6, 335.00
HYDRATED LIME
114.00
6 "3000# CONCRETE PAVING (28')
5, 234.00
WHEEL CHAIR RAMPS
2
6" HMAC PAVEMENT
838.5
This Proposal is subject to the "Bid Qualifications" attached
Austin Bridge & Road
An Austin Industries Company
Austin Bridge & Road, Inc.
D/FW Paving Division
11143 Goodnight Lane
Dallas, Texas 75229 -4412
972 -484 -8863
972 - 445 -5173 (Metro)
972 -406 -8256 (Accounting Fax)
972 -406 -8243 (Estimating Fax)
SID YD
$1.50
$9,502.50
TONS
$91.50
$10,431.00
SQ YD
$21.65
$113,316.10
EACH
$612.25
$1,224.50
SY
19.65
$16,476.53
TOTAL..........
$150,950.63
These prices are contingent on both projects being done together.
Your acceptance of this proposal by signing and returning the original copy to us within (10) ten days
and the approval by us of credit arrangements will constitute a contract.