Prologis Park-PT161020T M 9 - C 1 T Y - O F
COFFELL
r v
E n
CONSTRUCTION DEVELOPMENT PERMIT APPLICATION
Name of Applicant (Casey Dillon Date Submitted 10/20/16
Address of Applicant 2501 N Harwood #2450 Street Dallas TX 75201
Phone Number 4692361434 Y Fax Number L
Location of Construction (address, if available): park 121 - Sandy Lake & Freeport
Subdivision Prologis Park 121 Section N � Block # [B_ — i! 1 R
OR Survey/Abstract // Acreage
Location description (attach vicinity Wrap): Northwest Drive
1. Type of proposed construction or development:
C Residential C Alteration of a natural waterway drainage course
Ce Non -Residential C' Other (describe & attach drawing or sketch)
C Placement of Fill (in right-of-way or on private property)
2. Description of Construction Permit requested:
0 Paving E Median or Landscape ❑ Box Culvert
E Sidewalk E Water Main ❑ Rip Rap
Q Drive Approach 0 R.C.P. ❑ Fill Area
❑ Excavation 0 Sanitary Sewer Main Q Drainage Channel Excavation
E Fire Lane ❑ Flume ❑ Slope Protection/Retaining Wall
❑ Bridge E Inlet ❑ 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: $33, 484.80
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)
➢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. unt113:30 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:
Casey Dillon 4692361434
Signature of Applica Contact Number T
i
Signature of lns&6f Contact Number
FOR CITY USE ONLY
Is the fill area located in an identified flood hazard area? C` Yes C' No
If YES, a Floodplain Development Permit is required before any construction can begin.
Is additional information required? C' Yes C No
Are other federal, state, or local permits required? C' Yes C' No
C PERMIT APPLICATION APPROVED C PERMIT APPLICATION DENIED
ity 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.
C t T V,.=O F Page 3
COPPELL
i A )
INSPECTION FEE CALCULATION SHEET
Project Name Prologis Park 121 - Northwest Drive I Date 10/13/16
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 art
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 33,484.80
both colored fields)
I Submit by li-mail I Print Form
PUBLIC IMPROVEMENTS
CONTRACTAMOUNT
X�%_
PRIVATE IMPROVEMENTS
CONTRACTAMOUNT
o
X2lu
Paving
371,954.00
14,878.16
0.00
0.00
Water
132,628.00
5,305.12
0.00
0.00
Sanitary Sewer
120,934.00
4,837.36
0.00
0.00
Storm Sewer
Alleys
128,108.00
5,124.32
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sidewalks
83,496.00
3,339.84
Other
Total
0.00
837,120.00 ,
0.00
0.00
0.00
33,484.80
0.00
0,100
Grand Total (total of 33,484.80
both colored fields)
I Submit by li-mail I Print Form
Park 121 _ Northwest Drive
S
371.054,00
9
4,00%
IF
Prologis
Description
Ouanlel
Unit
Unit Price
Extended Cosl
/
Coppell, TIC
1,855,00
LF S
30.00 S
55,850.00
02520.02
(/vJ
30.00
LF S
Cost of Public Work
640,00
02520-03
8'Cleanoul
5,00
SITE ununes
500.00 S
2,500,00
02520.04
Sid, 4' Diam, Manhole (8'-13' Deep)
0,00
MVCON
Public Water
44,100,00
02520.05
Connecta to Existing Manhole (17' Deep)
1.00
Each S
3,500.00 S
Item o
Descdolion
Ouen'liUn8
58.00
LF $
Unit Price
Extended Cosl
02510.01
8" DR -14 Water
1,613,00
LF
S
21,00 S
33,873.00
02510.02
Bu DR -14 Water (Fire Hydrant Lead)
45.00
LF
S
19.00 S
855.00
02510-03
12" Gate Valve
1.00
Each
S
2,650.00 S
2,650.00
02510-04
W Gale Valve
25.00
Each
$
1,700.00 S
42,500,00
02610-05
6"Gale VeNe
4.00
Each
S
1,250.00 S
5,000.00
02510.06
12' Fillings
2.00
Each
S
1,425.00 S
2,850.00
02510.07
8' Fillings
29,00
Each
S
1,000.00 S
29,000.00
02510.06Standard
Fire Hydrant wi Starz Adapter
4.00
Each
S
3,050.00 S
12,200.00
02510.00
Barricades
1.00
LS
S
1,000.00 S
1,000,00
0251 DA
Connect to 8' Stuboul
1.00
Each
$
700.00 S
700,00
02510.11
Cut To. let. 12' Lina
1.00
Each
S
2,000.00 5
2,000.00
SUB -TOTAL: Public Water
S
132,628.00
Ce War- Total Water Value S 132,92e.00
Thus, CalHar"Private Water $
Public Sanitary
S
371.054,00
9
4,00%
lam No
It.. No
Description
Ouanlel
Unit
Unit Price
Extended Cosl
02520-01
8'SDR-28
1,855,00
LF S
30.00 S
55,850.00
02520.02
8'SDR-26
30.00
LF S
28.00 S
640,00
02520-03
8'Cleanoul
5,00
Each $
500.00 S
2,500,00
02520.04
Sid, 4' Diam, Manhole (8'-13' Deep)
0,00
Each S
4,900,00 S
44,100,00
02520.05
Connecta to Existing Manhole (17' Deep)
1.00
Each S
3,500.00 S
3,500.00
02520.05
CSS Embedment 49 W41er line Crossinu
58.00
LF $
163.00 $
14344.00
02530-07
SUB -TOTAL: Public Sanitary
1,00
Each
5
120,934.00
Caesar- Total Sanitary Value 5 120,934.00
Thus, CalHar- Private Sanitary $
Public Storm
S
371.054,00
9
4,00%
lam No
here No
Description
quartlill
Unit
Unit Price
Extended Co.
02530-01
38' Class III, RCP Storm Drain
95,00
LF
S 107.00 S
10,165,00
02530-02
24" Class III, RCP Storm Drain
204,00
LF
$ 66,00 S
13,464,00
02530-03
18" Class III, RCP storm Drain
762,00
LF
S 52,00 S
39,624.00
02530.04
36' HDPE (Temporary)
100.00
LF
S 56.00 $
5,60D.00
02530-05
36' Sloped Headwall
3.00
Each
S 3,000,00 $
9,800.00
02530-0616"
Thick Rock Rip -Rap at Headwall
13.00
CY
$ 135,00 $
1,755.00
02530-07
IV Curb Inlet w7 Extenclon(7'Deep)
1,00
Each
$ 4,000.00 $
4,600,00
0253408
Precast 10' Curb Inlet (4' Deep)
6.00
Each
$ 2,950,00 $
17,700.00
02530.09
Precast 4'x4'Junction Box (W Deep)
1.00
Each
$ 5,500.00 $
5,500.00
0253410
Precast 4'x4' Drop Intel wl Apron (4' Deep)
2.00
Each
S 4,150.00 $
8,300.00
0253411
Barricades
1.00
LS
$ 2,000.00 $
2,000,00
0253412
Canned to Existing Inlet
1,00
Each
S 1,000,00 S
1,000,00
02530-13
Remove Curb InlellReplace wl Type C 2 -Grate Inlet (7' Deep)
1.00
Each
S 4,400.00 $
4,400,00
02530.14
Remove/Replace TxDOT Pavement
200,00
SF
S 15.00 S
3,000,00
0253415
Prep inial Protection
a,06
Each
$ 25000 S
200000
SUBTOTAL: Pubilc Sanitary
S
120,108.00
CalHar - Total Blom Value $ 126,10&00
Thus, Ca1Har-Private Storm It
SITE CONCRETE
Public Paving
Rem No, Descralion Quanill Unit Price Extended Cast
02710-01 10"-S,SOOpsI TkOOTTl,-In Paving la8.00 BY 5 127,61 5 24,110,00
02710-02 5'-4,O;It,' Conc T 5,44500 BY S 6367 $ 347836.00
SUB -TOTAL: Public Paving S 371,954.00
Pavecon- Total Paving Value S 371,954.00
Thus, Pavecon - Private Paving $
Public Sidewalks
S
371.054,00
9
4,00%
lam No
Descriolion
Out
Unit
Unit Price
Extended Cue[
02720-01
5'X4"- 3,000psi Conc. Sidewalk
2,507,00
LF $
28,62 $
73,468.00
02720-02
Banter Free Ramps (S' SWi
4.00
Each S
1,481.00 S
5,824.00
02720.03
Bnmer Free Ramps(10'WB)
2,00
Each S
2.052.00 S
4.104,00
jSidewalks
SUB -TOTAL: Public Sidewalks
$
$3,495.00
Pavecon-Total Sidewalk Value S 83,495.00
Thus, Pavecon -Private Sidewalk $ -
INSPECTION FEES
Public
Paving
S
371.054,00
9
4,00%
5
14,076.10
WaterS
132,828,00
@
4.00%
= S
5,305,12
SanBary
S
120,034,00
4.00%
. 3
4,837,36
Storm
$
128,108,00
Q
4.00%
$
5,124.32
Sidewalks
jSidewalks
83.485.004,00%
- $
$
3.338.84-
3.330.84
SUBTOTAL: Public Inspection Fees
$
33,484.80
Private
Paving
S
-
@
2,00%
Water
S
-
2,00%
_ S
SanBary
S
-
@
2,D0%
$
slarm
S
2.00116
s
Sidewalks Sidewalks
S�200X,
- S- S
SUB -TOTAL- Public Inspection Fees
$
_
TOTAL INSPECTION FEES S 73,484.80