Westhaven 2-161025T H E - C i T Y • O F
COFPELL
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CONSTRUCTION DEVELOPMENT PERMIT APPLICATION
Name of Applicant Chip Boyd-CalAtlantic Homes Date Submitted 10/19/16
Address of Applicant 2600 Network Drive, Suite 600 Frisco, TX 75034
Phone Number 469-731-3100 Fax Number N/A
Location of Construction (address, if available): Directly South of existing Westhaven Ph. 2A
Subdivision Westhaven Ph. 2B Section # Block # Lot #
OR Survey/Abstract # 1794, 604, & 1772 Acreage 12.58
Location description (attach vicinity map): Directly S.E. of intersection of 121 & 121 Business
1. Type of proposed construction or development:
(: Residential (' Alteration of a natural waterway drainage course
C Non -Residential C Other (describe & attach drawing or sketch)
C Placement of Fill (int right-of-ivay or on private property)
2. Description of Construction Permit requested:
® Paving
® Median or Landscape
® Sidewalk
® Water Main
❑ Drive Approach
® R.C.P.
❑ Excavation
® Sanitary Sewer Main
❑ Fire Lane
❑ Flume
❑ Bridge
® Inlet
❑ Box Culvert
❑ Rip Rap
❑ Fill Area
❑ Drainage Channel Excavation
❑ Slope Protection/Retaining Wall
❑ Parking Lot
Provide an attachment containing the name and 24 -hr. contact phone number
of supervisor(s) for every contractor working under this general permit.
3.All construction shall be in compliance with, but not limited to, the City of Coppell Subdivision
Ordinance, Standard Construction Details, Streetscape Plan and approved plans. The
contractors shall adhere to the City's Erosion Control & Sedimentation Ordinance.
4.Applicant shall provide a copy of approved plans, specifications and the related cost estimate or
contract for the purpose of permit fee calculation verification.
CONSTRUCTION DEVELOPMENT PERMIT APPLICATION Page 2
5.A Construction Inspection Permit Fee shall be paid prior to beginning work, in accordance with
the City of Coppell Fee Ordinance. See Page 3 for calculation formula.
Amount Due: $30,847.78 Date Paid: 10/20/16
NOTE: A separate excavation permit is required anytime pavement is cut or when there is work in the
r7ght-of-tvay not approved by the City Engineer.
➢Any work requiring closure of a lane of traffic, street, or alley must be approved in
advance by the Engineering Dept., with notification to the following prior to
closure:
Police Department @ 972-304-3600 Street Department as 972-462-5150
Fire Department @ 972-304-3512 Engineering Dept. a 972-304-3679
➢Attach barricade plan / trench safety plan of a lane or street closure. (Required)
➢It is a requirement of this permit that As -Built Drawings be turned in at the end of
this project. As-Builts consist of 1 set full size paper copy, 1 set full size mylar and a
CD with Autocad.dwg files.
NOTE: Street closures are allowed from 9:00 a.m. until 3:30 p.m. ONLY
unless otherwise approved by City Engineer.
➢A pre -construction meeting is required prior to beginning work related to this permit.
Contact the inspector assigned to your project to schedule the meeting.
the terms and conditions of this form:
Contact Number —�
2 0 z
Contact Number
FOR CITY USE ONLY
Is the fill area located in an identified flood hazard area? C` Yes C'7, No
If YES, a Floodplain Development Permit is required before any consti7tetionn can begirt.
Is additional information required? (7 Yes (7 No
Are other federal, state, or local permits required? C', Yes C, No
(') PERMIT PLICATION APPROVED C,: PERMIT APPLICATION DENIED
6 2 -/
City 9Lpprovai Date
Applicant shall Indeumify and forever (told harmless against the City of Coppell each and every claim, demand
or cause of action that may be made or corse against it by reason of or if any way arising out of the closure,
blocking, excavating, cutting, tttmelittg, or other work by the applicant tender permit front the City, if such
permit is granted.
T iN a C 1 Y O#
COPPELL
1..
INSPECTION FEE CALCULATION SHEET
Project Name Westhaven Phase 213 Date 10/20/16
Page 3
As per the City of Coppell Subdivision Regulations, the Developer shall pay 4% of the cost of the items to be permitted and inspected by
the Engineering Department and dedicated to the City. The Developer shall pay 2% of the items to be inspected by the Engineering
Department, but not dedicated to the City such as parking lots, private utilities, private drainage systems and so forth. Inspection fees are
due on or before the date of the Pre -construction Meeting.
In order to verify the inspection fee due, please provide a copy of the development contract(s) and this spreadsheet with
completed calculations to the Engineering Dept. The contract(s) should indicate the cost to construct the following
improvements:
Grand Total (total of 0
both colored fields)
Submit by E-mail Print Form
PUBLIC IMPROVEMENTS
CONTRACT AMOUNT
X4%=
PRIVATE IMPROVEMENTS
CONTRACT AMOUNT
X2%=
Paving
405,201.8
16,208.07
Water
158,814.75
6,352.59
Sanitary Sewer
50,136.6
2,005.46
Storm Sewer
157,041.4
6,281.66
Alleys
Sidewalks
Other
Total
30,847.78
Grand Total (total of 0
both colored fields)
Submit by E-mail Print Form
PROPOS
1
`CONiRACTiNG, INC:
PROJECT: WESTHAVEN, PHASE 2B
OWNER: Standard Pacific Homes of Texas, Inc.
BID DATE: June 11, 2015
6331 Southwest Boulevard
Benbrook, Texas 76132
(817) 735-1600 phone
(817) 735-1613 fax
estimating@gilcocontracting.com
ITEM NO
UNIT
QUANTITY
UNIT PRICE
TOTAL BID
Paving Improvements
1
6" Reinforced Concrete Street Pavement with 6" Standard Curb
(3600 psi 5.5 sack with No. 4 bars @ 18" o.c.e.w. per plans)
SY
7,801
$36.15
$282,006.15
2
6° Subgrade Preparation
SY
8,328
$2.80
$23,318.40
3
Hydrated Lime @ 40lbs/SY
TON
167
$153.00
$25,551.00
4
Barrier Free Ramps
(per City of Coppell standard detail 2185-5)
EA
11
$1,500.00
$16,500.00
5
5' Wide, 4" Thick Reinforced Concrete Sidewalk
(3000 psi 5 sack with No. 3 bars @ 18" o.c.e.w. per plans)
LF
1,535
$19.75
$30,316.25
6
Connect to existing Skeet
LS
3
$500.00
$1,500,00
7
Stop Sign
(includes Brandon IndusVies and trim)
EA
3
$310.00
$930.00
8
Street Signs
(includes Brandon Industries and (rim)
EA
5
$1,250.00
$6,250.00
9
Speed Limit Sign
(includes Brandon Industries and Vim)
EA
5
$1,030.00
$5,150.00
10
No Parking Signs
(includes Brandon Industries and Vim)
EA
6
$1,030.00
$6,180.00
11
Testing
(lime & pavement only)
LS
1
$7,500.00
$7,500.00
_
$405201.80,
Paving Improvements SUBTOTAL
12
Payment, Performance & Maintenance Bonds
(2 year, 50%)
LS
1
-
$6,100.00
$6,100.00
Paving Improvements TOTAL
$411,301.80
QUALIFICATIONS AND/OR EXCLUSIONS: 1ropuAh,i Vves (yyp, : NOSr 20►.90 (,e�)
1. This proposal shall be made a part of any contract for this project. _ 14, 2W.07
2. Giico reserves the right to approve Owner's credit prior to executing an agreement. Confirmation of funding will be required.
3. Gilco's bid is based on one move -in for all work quoted in this proposal. The project shall be staked for paving operations, and all other
preceding work must be completed and tested.
4. Gilco DOES NOT include slaking, layout, AGC dues, permit fees, inspection fees, imported topsoil, seeding, sodding,
hydromulching, erosion control devices, SWPPP, rock rip rap, pavement markings, electrical or irrigation conduits, sleeves,
(raft control or barricading, arrow boards, message boards, irrigation adjustments, moisture conditioning, poly sheeting, pedestrian handrails,
permanent survey monuments, prime coat on subgrade, haul -off of excess material or import of select material,
sulfate treatment, exposinglrelocating/clean-tip for franchise utilities, handling or processing of pipe spoils,
adjustments of manholes/cleanoulsAvater valves in excess of 6" depth or from changes in size, construction entrances,
any cost for heating/cooling concrete by any means due to Iowthigh weather temps, or any item not specifically quoted.
5. Gilco's bid is based on work being done in a ROW that will be dedicated to the city and does not include sales taxes
on materials Incorporated into this project.
Page 1 of 2
6331 Southwest Boulevard
iiiElm Benbrook, Texas 76132
_ PROPOSAL (817) 735-1600 phone
{ O (817) 735.1613 fax
- estimating@gilcocontracting.com
PROJECT: WESTHAVEN, PHASE 26
OWNER: Standard Pacific Homes of Texas, Inc.
BID DATE: June 11, 2015
ITEM NO F DESCRIPTION UNIT I QUANTITY I UNIT PRICE TOTAL BID
QUALIFICATIONS AND/OR EXCLUSIONS: (continued)
6. Gilco will accept subgrade at plus or minus one tenth of afoot with respect to plan grades.
7. All backfill material for our curbs will be with available, adjacent material only. No hauling or importing of backfill material is included.
8. Gilco is to be paid for all actual measured quantities of work completed.
9. Ownor to provide an on•sito suitable location for Gilco to erect and operate a portable concrete batch plant.
10. Owner to provide adequate clearing to properly construct streets full -width utilizing a slip form paver, concrete belt placer and
concrete haul trucks. This will require a minimum clearance of 25' from back of curb.
11. Gilco's bid is based on Owner providing subgrade that is suitable for lime stabilization. Any rock encountered shall be undercut
and replaced with suitable material. Tills applies to street and/or alley subgrade and parkway areas. If required, Gilco can perform
on an hourly basis.
12. It is the intent of this proposal that all monies clue to Gilco, including final retainage, will be paid within 30 days of City acceptance of
project. Any stoppage of work more than 30 days not directly attributable to Gilco will be cause for immediate payment of all relainage
and any other amounts which are owed at that time.
13. This proposal is based on Gilco having an unrestricted supply of water throughout the entire project and at normal cost, Gilco is not
responsible for delays due to City water restrictions.
14. Gilco will submit monthly pay applications for work complete though file end of the month. Payment shall be due on the 10th of the
following month.
15. With respect to indemnification, Gilco Contracting, Inc. will only be liable for our oven negligence,
16. Gilco's pricing for sidewalks include excavation for the depth of concrete only.
17. Any Traffic Control or Barricading quoted vrilhin this proposal is for Gilco's scope of work only.
18. Gilco's proposal is based on plans dated May 2015 from Kimley-Horn and Associates, Inc.
19. This proposal shall rernain good for 15 days and prices are based upon the work being performed within 6 months of the bid date.
date. Should the project be delayed longer than 6 months for any reason, then Gilco reserves the right to re•negoliale the unit prices.
20. Gilco's proposal is based on the current price of locally available concrete materials and freight rates. These prices are
subject to change and may require additional charges In order to have the best chance at material delivery to the jobsite.
21. Gllco cannot guarantee the start of construction activities on this project before November 1, 2015.
22. Gilco will complete this project within 40 WORKING DAYS based on the availability of local raw materials.
("I C�4'
Char es A. Moo ey
Estimator - Gilco ntracti g, Inc.
Page 2 of 2
6440 NORTH CENTRAL
EXPRESSWAY SUITE 600
DALLAS, TEXAS 76206
June 3, 2015
STANDARD PACIFIC OF TEXAS, INC.
c/o KIMLEY- HORN & ASSOCIATES, INC.
5750 GENESIS COURT
SUITE 200
FRISCO, TEXAS 75034
TEL (972) 271-9333
FAX (072) 271-4881
We are pleased to submit to you this proposal for the construction of the following work as described
below.
Project Name: WATER, SEWER & DRAINAGE TO SERVE
WESTHAVEN, PHASE 2B
Project Loc: COPPELL, TEXAS
For quantities and prices please see the attached list.
NOTES:
1. Our proposal is based on our utility work being done after any necessary excavation
work.
2. Our proposal is based on our utility work being installed prior to any new Gas,
Phone, Electric, Cable or other utilities being installed.
We have not included any sales tax in our prices. If the utilities on your project are
not in Streets, Rights -of -Way, or Easements dedicated to a municipal entity, the
sales tax would have to be added to our bid.
4. We will set all manholes, cleanouls, fire hydrants, valve boxes and inlet tops to
grades provided by your engineers on original installation. Any changes required
after the initial installation will be at the owners expense.
5. Our bid is based on disposing of excess materials on the jobsite. Unless stated
otherwise in the bid documents, any excess material required to be hauled off-site,
will be removed on a cost-plus basis.
Tile quantities listed in this proposal are estimated quantities, and the actual work performed will be
measured in the field, and paid for on a unit price basis at the unit prices bid.
This proposal is based on all engineering and testing being supplied by the owner, as well as any
necessary permits that are required.
Serving the Finest Developments Since 1918
6440 NORTH CENTRAL
EXPRESSWAY SUITE 500
DALLAS, TEXAS 75206
TEL (972) 271.9333
PAX (972) 271.4881
On the last day of the month, we will prepare a monthly billing of the work performed that month.
Unless otherwise specified in the bid documents, the materials on hand but not in place, will be
added to the monthly billing, and the total monthly billing, less 10% retainage will be due frorn the
owner on the 10th day of the following month. The retainage will be due immediately following our
final acceptance of the project.
Your acceptance of this proposal by signing and returning two copies to us within 10 days will
constitute a Contract between us. We reserve the right to review the financing arrangements made
on the project prior to our acceptance of the Contract. This contract is subject to cancellation if a
National Emergency should cause materials to become unavailable.
Very truly yours,
Cullum Construction Co., Inc. By:
e:
Owner's Acceptance
Serving the Finest Developments Since 1918
2814 INDUSTRIAL LN
OARLAND, TX 75041
TEL (972) 271.9333
STANDARD PACIFIC OF TEXAS, INC.
do KIMLEY-HORN & ASSOCIATES, INC.
6750 GENESIS COURT
SUITE 200
FRISCO, TEXAS 76034
BID ITEM
QUANTITY
BID DATE: 6-2-2015
WATER, SEWER & DRAINAGE TO SERVE
WESTHAVEN, PHASE 2B
COPPELL, TEXAS
UNIT BID TOTAL BID
TOTAL MATERIALS 236,409
NOTES:
WE CAN COMPLETE THIS PROJECT IN 18 WORKING DAYS.
WE HAVE NOT INCLUDED ANY GRASSING OR LANDSCAPING.
WE HAVE NOT INCLUDED ANY EROSION CONTROL DEVICES.
WE HAVE NOT INCLUDED ANY PUMPING OF EX LAKE, ANY
PUMPING OF LAKES WILL BE ON A COST PLUS BASIS,
Serving the Finest Developments 51nce 1918
P.O. BOX 550489
DALLAS, TX 75355.0489
FAX (972) 271.4881
TA.k („',,, Ao�4 - 00,A) - 16StjjZ . W
WATER
TOTAL SEWER
2,425.00
-LF- 8" PVC DR 14
23.85
57,836.25
8.00
-EA- 8" GATE VALVE
1,150.00
9,200.00
4.00
-EA- FIRE HYDRANT W/6" VALVE
3,960.00
16,840.00
1.00
-EA- 2" IRRIGATION SERVICE
2,275.00
2,275.00
63.00
-EA-1" WATER SERVICE 111/3/4" METER SETTER
1,067.00
67,221.00
3.00
-EA- CONNECT TO EXISTING WATER
450.00
1,360.00
2,426.00
-LF-TRENCH SAFETY
0.10
242.50
2,425.00
-LF- WATER TEST
0.60
1,212.50
2,426.00
-LF- DENSITY & CONCRETE TESTING
1.60
3,637.60
2,825.00
TOTAL WATER
1.00 -EA- 6' STORM MANHOLE
168,814.76
10,995.00
SEWER
660.00
660.00
868.00
-LF- 8" PVC SEWER
24.60
21,362.80
3.00
-EA- 4' STD. MANHOLE
3,776.00
11,326.00
1.00
-EA-CLEANOUTS
660.00
660,00
21.00
-EA- 4" SEWER SERVICES
621.00
13,041.00
1.00
-EA- CONNECT TO EX. STUB
850.00
860.00
860.00
-LF- TRENCH SAFETY
0.10
86.80
868.00
-LF- DENSITY & CONCRETE TESTING
2.26
1,953.00
868.00
-LF- TEST & T V SEWER
1.00
868.00
TOTAL MATERIALS 236,409
NOTES:
WE CAN COMPLETE THIS PROJECT IN 18 WORKING DAYS.
WE HAVE NOT INCLUDED ANY GRASSING OR LANDSCAPING.
WE HAVE NOT INCLUDED ANY EROSION CONTROL DEVICES.
WE HAVE NOT INCLUDED ANY PUMPING OF EX LAKE, ANY
PUMPING OF LAKES WILL BE ON A COST PLUS BASIS,
Serving the Finest Developments 51nce 1918
P.O. BOX 550489
DALLAS, TX 75355.0489
FAX (972) 271.4881
TA.k („',,, Ao�4 - 00,A) - 16StjjZ . W
TOTAL SEWER
50,136.60
DRAINAGE
140.00 -LF- 42" RCP RUBBER GASKET (DEEP)
160.00
22,400.00
146.00 -LF- 36" RCP
70.60
11,461.00
358.00 -LF- 33" RCP
72.00
26,776.00
34.00 -LF- 27" RCP CL. IV
65.50
2,227.00
157.00 -LF- 27" RCP
58.00
0,106.00
22.00 -LF- 21" RCP CL. IV
51.00
1,122.00
692.00 -LF- 21" RCP
46.00
27,232.00
115.00 Lr- 18" RCP
41.00
4,715.00
1.00 -EA- 6' CURB INLET
2,400.00
2,400.00
11.00 -EA -10' CURB INLET
2,826.00
31,076.00
1.00 -EA -10' CURB INLET wlMODIFIED DEPTH
2,825.00
2,825.00
1.00 -EA- 6' STORM MANHOLE
10,996.00
10,995.00
1.00 -EA- REM. 2'x 2' WYE INLET & C.T.E.
660.00
660.00
1.00 -EA- REM. PLUG & CONNECT TO EXISTING RCP
600.00
600.00
1,564.00 -LF- TRENCH SAFETY
0.10
166.40
1,664.00 -LF- DENSITY & CONCRETE TESTING
2.76
4,301.00
0.00 -LF- T. V. STORM SEWER
1.26
0.00
TOTAL DRAINAGE
157,041.40
1.00 -LS- 2 -YEAR 50% MAINTENANCE BOND
6,860.00
6,850.00
TOTAL WATER, SANITARY SEWER,
371,842.76
& STORM SEWER
TOTAL MATERIALS 236,409
NOTES:
WE CAN COMPLETE THIS PROJECT IN 18 WORKING DAYS.
WE HAVE NOT INCLUDED ANY GRASSING OR LANDSCAPING.
WE HAVE NOT INCLUDED ANY EROSION CONTROL DEVICES.
WE HAVE NOT INCLUDED ANY PUMPING OF EX LAKE, ANY
PUMPING OF LAKES WILL BE ON A COST PLUS BASIS,
Serving the Finest Developments 51nce 1918
P.O. BOX 550489
DALLAS, TX 75355.0489
FAX (972) 271.4881
TA.k („',,, Ao�4 - 00,A) - 16StjjZ . W
Westhaven 2B Contractor Contacts
Cullum
Jim Brownlee
Bubba Thompson
(972)271-9333
Vilhauer
Rod Vilhauer
(972)782-4443
Gilco
Charlie Mooney
(817) 735-1600 Ext.
Southwest Erosion Control
Anthony Favilla
(214) 498-7689
Alpha Testing
Brian Powell
(972)620-8911
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