Westhaven 1-PT130411T H C I T Y b p.._
COPPELL
i
CONSTRUCTION DEVELOPMENT PERMIT APPLICATION
Name of Applicant:
Address of Applicant:
Phone Number: c5%
FAX
Location of Construction (address, if available):
AN CST RAVC� ) a n -ph 1.
Subdivision Section #
OR
Date Submitted:
Survey /Abstract # Acreage
Location description (attach vicinity map):
Block # Lot #
1. Type of proposed construction or development:
(L- 'Residential O Alteration of a natural waterway drainage course
O Non - residential O Other (describe & attach drawing or sketch)
O Placement of Fill (in right -of -way or on private property)
2. Description of Construction Permit requested:
( Pav' g () Median or Landscaping
( idewalk (ter Main
() Drive Approach
( ) Excavation
( ) Fire Lane
( ) Bridge
(*97. C.P.
( unitary Sewer Main
() Flume
nlet
( ) 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 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: $ �Q / j��'/ . 7 'F Date Paid: ` - 1113
NOTE. A separate excavation permit is required anytime pavement is cut or when there is work in the
right -of -way 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 0 972 - 304 -3600 Street Department (& 972 - 462 -5150
Fire Department a 972 - 3043500 Engineering Dept. 0 972 - 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
CD with Autocad.dwg files.
NOTE. Street closures are allowed from 9.00 a. m. until 4.00 p m ONLY unless otherwise approved
by City Engineer.
➢ A pre - construction meeting is required prior to beginning work related to this permit.
4S'a ntact the ' s for assigned to your project to schedule the meeting. rV
f A is Printed Nam Contact Number
/_A'2f(/ DD VlS 972! - 304 -3G.,N 46R- 576 =7747
Ci Inspector Contact Number(s)
FOR CITY USE ONLY
Is the rill area located in an identified flood hazard area? ( ) YES ( ) NO
If YES, a Hoodplain Development Permit is required before any construction can begin.
Is additional information required? ( ) YES ( ) NO
Are other federal, state, or local permits required? ( ) YES ( ) NO
( ) PERMIT APPLICATION APPROVED ( ) PERMIT APPLICATION DENIED
City Approval
Date
Applicant shall indemnify and forever hold harmless against the City of Coppell each and every claim, demand
or cause of action that may be made or come against it by reason: of or if any way arising out of the closure,
blocking, excavating, cutting, tunneling, or other work by the applicant under permit from the City, if such
permit is granted.
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Bid Form
Westhaven
Coppel, Texas
February 28, 2013
Item
No. Descriotion Unit Quantitv Unit Price Amount
Division III - Paving
1
6" Reinf. Concrete Street Pavement (incl. curb & gutter)
SY
23,496
$30.80
$723,676.80
2
6" Reinf. Concrete Street Paving - Parallel Parking Spaces
SY
700
$30.80
$21,560.00
3
6" Street Pavement - Stamped Concrete
SY
77
$145.00
$11,165.00
4
6" Reinf Concrete Alley Pavement
SY
1,669
$34.60
$57,747.40
5
8" Street Pavement - TxDOT Turn Lanes
SY
2,622
$42.50
$111,435.00
6
8" Subgrade Preparation
SY
27,694
$2.05
$56,772.70
7
8" Subgrade Preparation - TxDOT Turn Lanes
SY
2,850
$2.05
$5,842.50
8
Hydrated Lime
TON
554
$141.00
$78,114.00
9
Hydrated Lime - TxDOT Turn Lanes
TON
57
$141.00
$8,037.00
10
Pavement Header
LF
28
$8.00
$224.00
11
Barrier Free Ramps
EA
37
$1,500.00
$55,500.00
12
Street Barricade
EA
1
$1,500.00
$1,500.00
13
5' Sidewalk
LF
5,211
$17.50
$91,192.50
14
8' Sidewalk
LF
2,694
$31.20
$84,052.80
15
15' Sidewalk
LF
138
$60.75
$8,383.50
16
Sawcut & Remove Existing Curb
LF
1,359
$15.00
$20,385.00
17
Combination Street Name Signs (2 blades per) & Stop Sign (111 -1)
EA
14
$500.00
$7,000.00
18
Connect to Existing Street
LS
3
$500.00
$1,500.00
19
Traffic Calming Device (per Sht. C -13)
EA
1
$5,300.00
$5,300.00
Standard Pacific Homes / Kimley -Horn and Assoc. Page 1 of 2 4/8/2013
Standard Pacific Homes / Kimley -Horn and Assoc. Page 2 of 2 4/8/2013
• •
Westhaven
Coppel, Texas
February 28, 2013
ADDENDUM: March 13, 2013
Item
No.
Description
Unit
Quantity
Unit Price
Amount
Division II - Water Distribution, Sanitary Sewer, and Storm Drainage Systems
Water Distribution System
1
8" PVC Waterline (including blocking, fittings, bends, tees, & plugs)
LF
6,393
$20.40
$130,417.20
2
8" Gate Valve & Box (including blocking)
EA
18
$1,055.00
$18,990.00
3
12 "x8" Tapping Sleeve & Valve
EA
4
$3,865.00
$15,460.00
4
Fire Hydrant Assembly (including lead, tee, valve, and blocking)
EA
13
$3,630.00
$47,190.00
5
2" Irrigation Service (where directed)
EA
2
$1,985.00
$3,970.00
6
1" Single Water Service
EA
143
$905.00
$129,415.00
7
Trench Safety
LF
6,393
$0.10
$639.30
8
Pressure Test and Chlorination
LF
6,393
$0.35
$2,237.55
9
Geotechnical Testing
LF
6,393
$1.05
$6,712.65
Subtotal Water Distribution System:
$355,031.70
■
Standard Pacific / Kimley -Horn and Assoc. Page 1 of 5 4/8/2013
Item
No.
Description
Unit
Quantity
Unit Price
Amount
Division II (cont.) - Water Distribution, Sanitary Sewer, and Storm Drainage Systems
Sanitary Sewer System
1
8" PVC Sanitary Sewer Line
LF
4,975
$17.50
$87,062.50
2
10" PVC Sanitary Sewer Line
LF
1,755
$19.95
$35,012.25
3
12" PVC Sanitary Sewer Line
LF
1,874
$28.40
$53,221.60
4
10" FIVC .•ranitxry Sewer Ling By Aerial crossing
J"
96
$576,00
$55,296.00
5
4' Diameter Manhole
EA
22
$2,885.00
$63,470.00
6
4' Diameter Manhole With Sealed Lid
EA
3
$3,035.00
$9,105.00
7
Connect to Existing Manhole
EA
1
$1,900.00
$1,900.00
8
4" Sanitary Sewer Service
EA
181
$504.00
$91,224.00
9
Concrete Encasement (10" Line)
LF
20
$26.50
$530.00
10
Concrete Encasement (12" Line)
LF
20
$28.50
$570.00
11
Cleanout
EA
3
$550.00
$1,650.00
6
Trench Safety
LF
8,604
$0.10
$860.40
7
Testing
LF
8,604
$0.90
$7,743.60
8
Geotechical Testing
LF
8,604
$1.05
$9,034.20
Subtotal - Sanitary Sewer System:
$416,679.55
■
Standard Pacific / Kimley -Horn and Assoc. Page 2 of 5 4/8/2013
Item
No. Description Unit
Quantity Unit Price Amount
Division II (cont.) - Water Distribution, Sanitary Sewer, and Storm Drainage Systems
Storm Drainage System
1
18" RCP
LF
1,804
$33.50
$60,434.00
2
21" RCP
LF
819
$37.50
$30,712.50
3
24" RCP
LF
78
$41.00
$3,198.00
4
30" RCP
LF
202
$52.50
$10,605.00
5
33" RCP
LF
87
$60.50
$5,263.50
6
36" RCP
LF
584
$67.00
$39,128.00
7
42" RCP
LF
275
$88.00
$24,200.00
8
48" RCP
LF
731
$103.00
$75,293.00
9
5' Curb Inlet
EA
20
$2,250.00
$45,000.00
10
10' Curb Inlet
EA
14
$2,675.00
$37,450.00
11
3 -Grate Inlet
EA
5
$2,575.00
$12,875.00
12
4' Storm Manhole W/ Access
EA
2
$3,200.00
$6,400.00
13
5' Storm Manhole W/ Access
EA
1
$4,050.00
$4,050.00
14
6' Storm Manhole W/ Access
EA
3
$5,650.00
$16,950.00
15
18" Dry Rock Rip -Rap
SY
71
$56.00
$3,976.00
16
Temporary Hadwall for 42" RCP
EA
1
$2,450.00
$2,450.00
17
Temporary Grade to Drain Outfall
CY
2,215
$2.70
$5,980.50
18
Connect 18" RCP to Existing Inlet
EA
1
$950.00
$950.00
19
Pond Outlet Structure - 4'X4' Junction Box (12' In Height)
EA
1
$5,250.00
$5,250.00
20
Pond Outlet Structure - 5'X5' Junction Box (14' In Height)
EA
1
$7,100.00
$7,100.00
21
Pond Outlet Structure - 5'X5' Junction Box (15' In Height)
EA
1
$7,500.00
$7,500.00
22
Sloped End Headwall for 48" RCP
EA
2
$3,200.00
$6,400.00
Standard Pacific / Kimley -Horn and Assoc. Page 3 of 5 4/8/2013
Standard Pacific / Kimley -Horn and Assoc. Page 4 of 5 4/8/2013
Standard Pacific / Kimley -Horn and Assoc. Page 5 of 5 4/8/2013
PareF:. 3.'46244 CITY COPPELL•• Check N9 C4!Flt Date 04/10/13
.:
••• DATE FPO REMARKS GROSS DEDUCTION •AMOUNT PAID
WESTHAyEN FEES 040913 . • -,4::130sdWay fees - „-274,703 .00 .„.
376,684 79
cAs'
RECEIPT Date 4/11/1 3 082595
Received From pi3a/Fic or 12(
15 8 Ts
Address •
a.?) Dollar 7?:
1 „
.T„:,'•• ..,C) . p4t. p
IL) 8- ACCOUNT HOW PAID
AMT OF„, C)
, „ CASH
c1 . 51153097
0, A P 374 i://5„ f7
BALANCE MT.
co
DUE . ,
Standard Pacific
Payee: 146244 CITY. OF COPPELL • .• Check- Check Date
INvoicE DATE FPO REMARKS GROSS DEDUCTION AMOUNT PAID
WESTHA yE N FEES 040913 ' 274,703 .00 -
376,684.79 376,684.79
CITY OF COPPELL
"""""•""":":""•:""":".•”:
. .
70-2328/719
Standard Pacific of Texas,Inc. •.•• .• • . .:
• :' •
Dallas Division • Bank of America
• : 909 Lake Carolyn Parkway,Suite 1700 Commercial Disbursement Account NO.. .51153097'. -----,
Irving TX 75039 Northbrook,IL
(972)550-0426 DATE
AMOUNT
. • ' ' - ' . • ;•
04/1 0/13 .„
- :
THREE HUNDRED SEVENTY SIX THOUSAND SIX HUNDRED EIGHTY FOUR AND 79/100 AAAAAAAAAAAAAA
PAY TO THE ' ' STANDARD PACIFIC CORP, -
GENERAL ACCOUNT
---- ORDER OF:-- CITY OF COPPELL
. .
PO BOX 9478 •••• ,
COPPELL TX 7 5 0 1 9
. - . • • .. •.,
4110.1!