Subaru- PT150713PPELL
-Wr
A
CONSTRUCTION DEVELOPMENT PERMIT APPLICATION
Name of Applicant j e aA aA Date Submitted
Address of Applicant 1 15-01 L 8,,Y Frew0&- y - r �e
Phone Number `� ��Z 7�DD Fax Number �^
Location of Construction (address, if available):fOa
Subdivision Section # Block # Lot #
OR Survey/Abstract # Acreage
Location description (attach vicinity map): m?j n f �rlt a
o,rh�uaV
1. Type of proposed construction or development:
Residential C._'� Alteration of a natural waterway drainage course
Non -Residential n Other (describe & attach drawing or sketch)
Placement of bill (in fight -of -way or on private property)
2. Description of Construction Permit requested:
dPaving
[Sidewalk
❑ Drive Approach
❑ Excavation
❑ Fire Lane
❑ Bridge
❑ Median or Landscape
[Water Main
GZ�R.C.P.
unitary Sewer Main
❑ Flume
❑ 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 worldng 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 PIan 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: , Date Paid:
- _
-
= -- - -
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 @ 972-304-3600 Street Department @ 972-462-5150
Fire Department @ 972-304-3512 Engineering Dept. @ 972-304-3679
➢Attach barricade plan / trench safety plan of a lane or street closure. (Required)
)o -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.
Printing your name indicates your acceptance of the terms and conditions of this form:
nature of Applic
P`S
Signature of Inspector
�O'q -67,71 —g8'Z_9
Contact Number
q(11
Contact Number
FOR CITY USE ONLY
Is the fill area located in an identified flood hazard area? O Yes ig�No
If YES, a Floodplain Development Permit is required before any constr701 n cart begin.
C? Yeso
Is additional information regwred.
A e other federal, state, or local permits required? O Yes eNo
ERMIT APPLICATION APPROVED O PERMIT APPLICATION DENIED
(TI
Date
Applicant shalt 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 front the City, if such
permit is granted.
wi Iv C 3 T Y o f Page 3
:�'
3�fa
INSPECTION FEE CALCULATION SHEET
Project Name I Cj0�rQ k✓TS Date r7 t
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 Iots, private utilities, private drainage systems and so forth. Inspection fees arE
due on or before the date of the Pre-constiuction 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
both colored fields) t
PUBLIC IMPROVEMENTS
CONTRACT AMOUNT
X 4%
PRIVATE IMPROVEMENTS
CONTRACT AMOUNT
X2%=
Paving
_ ----
( cIZ-7 t'2(''2—
`Zu c;4,S "4
Water
—1 LA (32 ?z)
00 E 12— —
CO ". (p
` C)2 9 , `3
Sanitary Sewer
—31k [ (D
G3 , r
Storm Sewer
() 'qL4
Alleys
--
-- —
Sidewalks
Other
--
Total
Grand Total (total of
both colored fields) t
Page 1 of 2
July 13, 2015 CalHar
The Conlan Co. Construction, Inc.
Public Quantities for Site Utilities at Subaru of America BTS in Coppell, Texas.
ITEM DESCRIPTION QTY UNIT UNIT PRICE TOTAL
SUBARU
WATER - PUBLIC (ST 6+60 - ST 19+68)
1 8" DR 14
1308
LF
$
22.00
$
28,776.00
2 6" DR 14 Fire Hydrant Lead
103
LF
$
19.00
$
1,957.00
3 8" Gate Valve
5
EA
$
1,700.00
$
8,500.00
4 6" Gate Valve
5
EA
$
1,165.00
$
5,825.00
5 8" Fittings
9
EA
$
650.00
$
5,850.00
6 12"x10" Tapping Sleeve & Valve
1
EA
$
6,200.00
$
6,200.00
7 2" Domestic Service with Meter (No Backflow)
1
EA
$
3,500.00
$
3,500.00
8 Standard Fire Hydrant
5
EA
$
2,730.00
$
13,650.00
TOTAL $ 74,258.00
SUBARU PUBLIC $ 74,258.00
2138 Ca1Har Drive Melissa, TX 75454 Bus: 972-838-2888 Fax: 972-838-2299
Page 2 of 2
WATER
1 8" DR 14
1457
LF
$
22.00
$
32,054.00
2 6" DR 14 Fire Hydrant Lead
139
LF
$
19.00
$
2,641.00
3 10" DBL. Detector Check/Vault
1
EA
$
21,500.00
$
21,500.00
4 8" Gate Valve
8
EA
$
1,700.00
$
13,600.00
5 6" Gate Valve
4
EA
$
1,165.00
$
4,660.00
6 8" Fittings
8
EA
$
650.00
$
5,200.00
7 2" Irrigation Service with Meter (No Backflow)
1
EA
$
3,500.00
$
3,500.00
8 Standard Fire Hydrant
6
EA
$
2,730.00
$
16,380.00
9 Connect to 8" Stubout
2
EA
$
500.00
$
1,000.00
10 Remove Plug/Install Fire Hydrant
2
EA
$
500.00
$
1,000.00
11 10" DR 14 Fire Line to within 5' of Building
180
LF
$
35.00
$
6,300.00
12 10" Fire Line Riser into Building (1' above F.F.)
1
EA
$
4,350.00
$
4,350.00
13 2" PVC Domestic Line to within 5' of Building
180
LF
$
16.00
$
2,880.00
TOTAL
$
115,065.00
SANITARY SEWER
1 8" SDR 35
1221
LF
$
30.00
$
36,630.00
2 6" SDR 35
70
LF
$
28.00
$
1,960.00
3 Std. 4' Diam. Manhole (5'- 9' Deep)
4
EA
$
4,375.00
$
17,500.00
4 Connect to Existing Manhole (10' Deep)
1
EA
$
2,500.00
$
2,500.00
5 6" Dbl. Cleanout
2
EA
$
550.00
$
1,100.00
TOTAL
$
59,690.00
STORM SEWER - PUBLIC
1 48" RCP CL III
763
LF
$
140.00
$
106,820.00
2 42" RCP CL III
658
LF
$
115.00
$
75,670.00
3 36" RCP CL III
652
LF
$
91.00
$
59,332.00
4 30" RCP CL I11
260
LF
$
69.00
$
17,940.00
5 24" RCP CL III
681
LF
$
54.00
$
36,774.00
6 18" RCP CL 111
711
LF
$
45.00
$
31,995.00
7 42" RCP Plug
1
EA
$
900.00
$
900.00
8 30" RCP Plug
1
EA
$
800.00
$
800.00
9 18" RCP Plug
1
EA
$
600.00
$
600.00
6 48" Sloped Headwall
1
EA
$
2,600.00
$
2,600.00
7 7'x4' Sloping Headwall
1
EA
$
6,500.00
$
6,500.00
8 6'x6' Manhole (12' Deep)
I
EA
$
8,625.00
$
8,625.00
7 5' Diam. Manhole (9' Deep)
1
EA
$
4,750.00
$
4,750.00
9 Precast 7'x4' Box Culvert
965
LF
$
275.00
$
265,375.00
10 Precast 5'x4' Box Culvert
318
LF
$
185.00
$
58,830.00
11 Precast 5'x5' Y -Inlet (14' Deep)
1
EA
$
7,700.00
$
7,700.00
8 Precast 6 -Grate Inlet (4' Deep)
19
EA
$
4,950.00
$
94,050.00
9 Precast 5'x5' Y -Inlet (4' Deep)
1
EA
$
4,300.00
$
4,300.00
TOTAL $ 783,561.00
SUBARU REMAINING BALANCE $ 958,316.00
----------------------------------------------------------------------------------------------
2138 Ca1Har Drive Melissa, TX 75454 Bus: 972-838-2888 Fax: 972-838-2299