Gateway BP(1.4)-PT020621APR 0S 2002 2:15 PM FR CRT1LU5
04109/02 TUE 09:18 FAX 21.4 31-1 73 1141,1 ASSOC INC
Q S COPPELL
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CONSTRUCTION DEVELOPMENT PERMIT APPLICATION
1. Name of Applicant:
Address: P I :I
Phone Number: 972 -434 -6789
GATEWAY BUSINESS PARK
Subdivision
1439
Residential
ta) Non residential
Paving
Sidewalk
Drive Approach
Excavation
Fire Lane
Bridge
T M E C I T Y• 0 F
3. Type of proposed construction or development:
4. Description of Construction Permit requested:
972 419 1922 99722218301 P.04
JOHN BURNS CONSTIWCTION COMPANY OF TEXAS. INC.
51I '1
2. Location of Construction (address):
Section Block .Lot It
OR
42
Survey /Abstract Acreage
Location description (attach vicinity map):
Alteration of a natural waterway drainage course
Other (describe attach drawing or sketch)
Placement of Fill (in right -of -way or on private property)
2 3,2R,1R
Median or Landscaping et) Box Culvert
Water Main R+P RaP
R.C.P. (X) Fill Area
Sanitary Sewer Main Drainage Channel Excavation
Flume Slope Protection/Retaining Wall
Inlet Parking Lot
Please provide the name, address and 24 hour phone number for supervisor of every
contractor working under this general permit.
5. 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 and Sedimentation Ordinance.
6. Applicant shall provide a copy of approved plans, specifications and related cost estimate
or contract of the proposed construction for the purpose of permit fee calculations.
x004'
APR 09 2002 2:15 PM FR CATELLUS
04/09/02 TUE 09:19 FAX 214 1.10.."- 5573
Is additional information required?
Are other federal, state, or local permits requires?
PERMIT APPLICATION APPROVED
\furea_ ok Tudinkf2Y
City Approval
972 419 1922 TO 9972.2219301
11ALPP ASSOC INC
CONSTRUCTION DEVELOPMENT PERMIT APPLICATION Page 2
7. A Construction Permit Fee in accordance with the City of Coppell Fee Ordinance shall be
paid prior to beginning work.
Amount Du# 2 7, 304 Date Paid: 42 I O Z
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 closing of a lane of traffic, street, or alley must be approved by the
Engineering Dept. with notification to the following prior to dosing:
Pollee Department 972- 304-3600
Fire Department 972. 304-3500
Street Department 70 972-304-3546
Engineering Department 972 304.3679
Attach barricade plan trench safety plan of a lane or street closure. (Required)
Note: Street closures are allowed from 9:00 a.m. until 3:00 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 to schedule meeting.
DRISKOLL TITBBS 6 -11 -02
Printed Name Date
I~A iegV DAMS 5-12.-.3o4 -367+
City Inspector Contact Number(s)
FOR CITY USE ONLY
Is the fill area located in an identified flood hazard area? YES NO
i'f YES, then a Floodplain Development Permit is required before any construction can begin.
)YES
()YES
NO
NO
PERMIT APPLICATION DISAPPROVED
VA/02-
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.
P.05
01005
TOTAL PAGE.05
ATTACHED SHEET FOR
HAVERTY'S DRAINAGE IMPROVEMENTS LOT 1R GATEWAY BUSINESS PARK
COPPELL, TEXAS
Item Unit
Description Quantity Unit Price Total
1 7' X 5' PRECAST R. C. BOX CULVERT (C -789) 186 LF 245.50 45,663.00
2 6' X 5' PRECAST R. C. BOX CULVERT (C -789) 935 LF 193.00 180,455.00
3 60" CL. III R. C. PIPE 378 LF 138.00 52,164.00
4 27" CL. III R. C. PIPE 30 LF 45.40 1,362.00
5 BOX CULVERT X BOX CULVERT CONNECTION 1 EA 250.00 250.00
6 60" RCP X EXIST. 33" RCP CONNECTION 1 EA 1,110.00 1,110.00
7 60" RCP X 42" RCP CONNECTION 1 EA 1,110.00 1,110.00
8 60" RCP X 36" RCP CONNECTION 1 EA 1,110.00 1,110.00
9 60" RCP X 27" RCP CONNECTION 1 EA 1,110.00 1,110.00
10 27" RCP X EXIST. 27" RCP CONNECTION 1 EA 275.00 275.00
11 BOX CULVERT X 60" RCP CONNECTION 1 EA 400.00 400.00
12 60" RCP X EXIST. 60" RCP CONNECTION 1 EA 1,175.00 1,175.00
13 36 "CL III RCP STUB -OUT W /PLUG 1 EA 850.00 850.00
14 42" RCP STUB -OUT W /PLUG 1 EA 950.00 950.00
15 CUT PLUG EXIST. 33" RC PIPE 2 EA 283.00 566.00
16 CUT PLUG EXIST. 60" RC PIPE 3 EA 620.00 1,860.00
17 4' DIAACCESS MANHOLE 2 EA 1,500.00 3,000.00
18 GROUT EXIST 33" 60" RCP 255 LF 106.00 27,030.00
19 REMOVE SALVAGE EXIST 60" RCP 0 LF 27.00
20 REMOVE REPLACE CONCRETE PAVEMENT 0 SY 70.00
21 REMOVE REPLACE CONCRETE CURB 0 LF 10.00
22 TRENCH SAFETY PHASE 1 0 LF 1.00
TOTAL PHASE 1 STORM DRAINAGE 320,440.00
PHASE 3 STORM DRAINAGE
1 7' X 5' PRECAST R. C. BOX CULVERT (C -789)
2 6' X 5' PRECAST R. C. BOX CULVERT (C -789)
3 18" CL. III R. C. PIPE
4 RCB X 18" RCP CONNECTION
5 BOX CULVERT X BOX CULVERT CONNECTION
PHASE 2 STORM DRAINAGE
1 DBL. 7' X 5' PRECAST R. C. BOX CULVERT (C -789) 381 LF 453.00 172,593.00
2 8' X 5' 7' X 5' PRECAST R. C. BOX CULVERT (C -789) 19 LF 644.00 12,236.00
3 8' X 5' PRECAST R. C. BOX CULVERT (C -789) 68 LF 321.00 21,828.00
4 60" CL. III R. C. PIPE 43 LF 138.00 5,934.00
5 42" CL III RCP EQUALIZER 3 EA 1,050.00 3,150.00
6 BOX CULVERT X BOX CULVERT CONNECTION 1 EA 250.00 250.00
7 BOX CULVERT X EXIST. BOX CULVERT CONNECTION 1 EA 1,225.00 1,225.00
8 BOX CULVERT X 60" RCP CONNECTION 1 EA 400.00 400.00
9 60" RCP X EXIST. 60" RCP CONNECTION 1 EA 1,175.00 1,175.00
10 48" RCP STUB -OUT W /PLUG 1 EA 1,100.00 1,100.00
11 REMOVE EXIST. BOX CULVERT HEADWALL 0 EA 1,000.00
12 REMOVE EXIST. ROCK RIPRAP 0 SY 7.00
13 PLUG EXIST 8' X 5' RCB 1 EA 3,600.00 3,600.00
14 4' DIAACCESS MANHOLE 3 EA 1,500.00 4,500.00
15 TRENCH SAFETY PHASE 2 0 LF 1.00
TOTAL PHASE 2 STORM DRAINAGE 227,991.00
12 LF 245.50 2,946.00
253 LF 193.00 48,829.00
143 LF 31.00 4,433.00
2 EA 300.00 600.00
1 EA 250.00 250.00
Item
ATTACHED SHEET FOR
HAVERTY'S DRAINAGE IMPROVEMENTS LOT 1R GATEWAY BUSINESS PARK
COPPELL, TEXAS
Description
6 TYPE "Y" INLET 1 EA 1,980.00 1,980.00
7 CONNECT TO EXIST. INLET 1 EA 255.00 255.00
8 4' DIA ACCESS MANHOLE 1 EA 1,500.00 1,500.00
9 8' X 5' TYPE B HEADWALL 1 EA 11,500.00 11,500.00
10 ROCK RIPRAP 420 SY 39.50 16,590.00
11 TRENCH SAFETY PHASE 3 0 LF 1.00
TOTAL PHASE 3 STORM DRAINAGE
SANITARY SEWER
1 8" SDR -35 PVC SANITARY SEWER 470 LF 19.50 9,165.00
2 8" SDR -35 BY SLEEVE IN EXISTING 12" VCP 29 LF 53.00 1,537.00
3 CONNECT TO EXIST. MANHOLE 1 EA 1,430.00 1,430.00
3 STD. 5' DIA. SEWER MANHOLE 3 EA 3,345.00 10,035.00
4 VACUUM TEST MANHOLES 0 EA 100.00
5 SEWER TEST 0 LS 511.00
6 TRENCH SAFETY 0 LF 1.00
TOTAL SANITARY SEWER
PAVING
1 7" REINF. CONCRETE PAVEMENT W/ 6" MONO CURB 1010 SY 36.00 36,360.00
2 INSTALL BUTT JOINT 155 LF 6.00 930.00
3 6" LIME STABILIZED SUBGRADE 1010 SY 5.85 5,908.50
4 LIME SLURRY 19 TONS 115.50 2,194.50
5 SAW CUT REMOVE EXIST. CONCRETE CURB 155 LF 6.60 1,023.00
TOTAL PAVING 46,416.00
EROSION CONTROL
23 SILT FENCE 0 LF 2.80
24 HAY BALES FOR INLET PROTECTION 0 LF 6.00
25 CONSTRUCTION ENTRANCE 0 SF 1.10
26 ROCK CHECK DAM 0 LF 44.00
TOTAL EROSION CONTROL
PROJECT TOTAL
100% PERFORMANCE PAYMENT BONDS
Unit
Quantity Unit Price
Total
88,883.00
22,167.00
4% INSPECTION FEE (PUBLIC WORK) 26,379.24
2% INSPECTION FEE (PRIVATE WORK) 928.32
TOTAL PUBLIC INSPECTION FEES 27,307.56
John Burns Construction Company of Texas, Inc.
CHECK
DATE
INSPECTION FEES
JOB 0117
j ohn b urns
of Twos, Inc. company
of Twos, M
PAY CITY OF COPPEL
TO THE 255 PARKWAY BLVD
ORDER COPPELL, TEXAS 75019
OF
CASH
RECEIPT
�I Date /p 051796
Received From f M k7 �t CoN ST eo
Address I{AJ y 1 S np�k, m/P/2oVE- n10.17S
Dollars A334%
For J amd-- 4 /1NISP C- ".YIng Pr ft75
ACCOUNT HOW PAID
AMT. OF
ACCOUNT
AM PAID
BALANCE
DUE
655 E. MAIN ST.
P.O. BOX 1117
LEWISVILLE, TEXAS 75067
METRO (972) 4346765
MONEY ORDER
CREDIT CARD
PLEASE DETACH THIS PORTION BEFORE DEPOSITING
CHASE BANK OF TEXAS, N.A.
DALLAS, TEXAS 1110
General Account
32 -115
11
JOHN BURNS
273 C4 DC c5 CT
CO$S ?R. CO. DA CHECK NO.
048289
DATE INVOICE NO.
DESCRIPTION
INVOICE AMOUNT DEDUCTION BALANCE
6 -21 -02
CHECK
NUMBER
48289
TOTALS
27,304.56
048289
AMOUNT
6 -21 -02 48289 27,304.56
John Bums Construction Company of Texas, Inc.