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Gateway BP(2.5)-PT130819 T H C • C I T Y • O T COPPELL A a ti s CONSTRUCTION DEVELOPMENT PERMIT APPLICATION Name of Applicant Duke Construction Limited Partners4 Date Submitted May 8,2013 Address of Applicant 114241 N.Dallas Parkway,Suite 1000,Dallas,Texas 75254 Phone Number 972-361-6700 Fax Number 972-361-6800 Location of Construction (address, if available): 1250 S. Freeport Parkway, Coppell, Texas 75019 Subdivision STEW B45r(1 Section# 1 Oft S E Z Block# 13 Lot# I OR Survey/Abstract# Acreage Location description (attach vicinity map): SE col/nery el,Itstpt tthz4togevt 1. Type of proposed construction or development: C Residential C Alteration of a natural waterway drainage course (■ 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: p Paving © Median or Landscape ❑ Box Culvert p Sidewalk p Water Main ❑ Rip Rap p Drive Approach p R.C.P. ❑ Fill Area 1 Excavation p Sanitary Sewer Main ❑ Drainage Channel Excavation p Fire Lane ❑ Flume ❑ Slope Protection/Retaining Wall ❑ Bridge ❑ 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 Iimited 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: $22, 934.33 Date Paid: 2f/1 q/ J 3 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.until 3:30p.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: Bruce Dillon 317-258-7555 Signature of Applicant Contact Number 1 PRA' -DAVIS 4(00-57e -7707 Signature of Inspector Contact Number FOR CITY USE ONLY Is the fill area located in an identified flood hazard area? C Yes Cto If YES, a Floodplain Development Permit is required before any construction can begin. Is additional information required? C Yes k'No Are other federal, state, or local permits required? C Yes No ERMIT APPLICATION APPROVED C PERMIT APPLICATION DENIED Ci Ap■ro75 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. it H E: c t- ;,T V, C -F Page 3 CO's' ELL 1W A A k S INSPECTION FEE CALCULATION SHEET Project Name I BMSC /NATERRA Corporate Headquarters Date May 8, 2013 As per the City of CoppelI Subdivision Regulations, the Developer shall pay 40o of the cost of the items to be permitted and inspected by the Engineering Department and dedicated to the City. The Developer shall pay 200 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 22 934.33 both colored fields) Submit by E -mail I Print Form PUBLIC IMPROVEMENTS CONTRACT AMOUNT X 40a = PRIVATE IMPROVEMENTS CONTRACT AMOUNT X 2 00 = Paving 10,82 433 578,973 11,579.46 Water 67,880 2,715.2 103,313 2,066.26 Sanitary Sewer 37,778 V 755.56 Storm Sewer 219,242.5 ? 4,384.85 Alleys Sidewalks 50,000 15 J 1,000 Other Total 78,705 3,148.2 989,306.5 19,786.13 Grand Total (total of 22 934.33 both colored fields) Submit by E -mail I Print Form Version 3/2010 Project P BMSC /Natterra BTS File Location: Location, •1 Coppell, TX Estimate Date: I December 20. 2012 Timberline Job M 11 Nine digit Timberline Job number Gross Building Size: 245.000 GSF Rentable Building Size: 245.000 RSF Project Duration: 9 MO S 16,956,626 = CURRENT PROJECT TOTAL S 69.21 /PER RSF 8:22 AM 812 1120 1 3 COST CODE I Job Cost S Irrigation Meter Site Sanitary Sewer Sanitary Manholes 1 840 5 UNIT GRAND Code ti rues - -- n= CSI Task Item Category DESCR,PTtDN OUANTITY UNIT PRICE TOTAL I Subtotal SiGSF /GSF Notes 02 25 002 S Irrigation Meter Site Sanitary Sewer Sanitary Manholes 1 840 5 EA LF EA 2,500.00 30.00 3,500.00 2,500 25,200 17,500 85,950 120,000 ti rues - -- n= _ 02 25 004 02 25 004 02 25 006 Fire Main 1,910 LF 45.00 02 25 006 Building Lead -In 3 EA 2,000.00 6,000 02 25 006 Detector Check and Vault 2 EA 10,000.00 02 25 006 Fire Hydrants 8 EA 2,500.00 20,000 02 25 006 S Underground Conduits 0 LF 0 02 25 008 S Primary Electrical Line 0 LF 0 _ 02 25 Telephone Service 0 LF 0 _0D8 02 25 010 Utility Relocation 0 LS 0 02 25 014 S Gas Main 250 LF 25.00 6,250 02 25 016 S Street Boring 0 LS 0 02 25 018 Slte Ughting Systems 0 LS 0 02 30 000 Storm Sewer 250,000 $ 1.02 /GSF 02 30 002 Stonn Sewers 02 30 002 Storm Drainage Pipe - RCP I 3,00011-l' 1 75.00 225,000 02 30 002 1 b I Storm Drainage Structures I 10 EA 1 2,500.00 25,000 02 30 0021 1 Rip Rap I 0 SY 1 0 02 35 000 Site Improvements 23,698 $ 0.10 /GSF 02 35 002 S I Fencing & Gates 0 LF 40.00 0 02 35 004 Guard House 0 LS 0 02 35 006 Dock Steps 0 EA 0 02 35 008 Site Signage - Striping 184,910 SF 0.02 3,693 _ 02 35 008 Slte Signage - Wheel Stops at Trailer Slorag 0 EA 100.00 0 02 35 008 Directional slgnage 0 EA 0 02 35 008 Monument Signage 1 EA 20,000.00 20,000 02 35 Highway Guardrails 0 LF 0 _010 02 35 Relalning walls 0 SF 25.00 0 _012 02 35 014 b Dumps or Enclosure 0 EA 15,000.00 0 02 40 000 Lendsca in 250,000 $ 1.02 /GSF 02 40 0021 S I Landscaping 1 ILS P0,000.00 250,000 _ 02 40 010 1 5 1 Lawn Irrigation i OILS 1 0 02 40 012 1 b I-Free Mitigation I OILS 1 0 02 45 000 Railroad Work 0 $ /GSF 02 45 002 Rallroad Spur & Switch 0 LF 0 02 50 000 Traffic Si nalizatlon 0 $ /GSF 02 50 002 Traffic Signals 0 EA 0 02 50 00411 S Off'. Roadway Im rovements OILS 1 0 02 55 000 708,798 $ .89 /GSF 02 55 002 S Concrete Paving - 7 inch thick 136,939 3.25 445,053 02 55 002 Concrete Paving - 5 Inch thick 44,640 3.00 133,920 02 55 004 Sidewalk - 5' around building 10,000 5.00 50,000 02 55 004 Concrete P treat 3,331 3.25 10,825 02 55 004 rmer Pad 2 [EA 2,000.00 4002 55 004 Drive In ramps 2 25,000.00 50,000 02 55 006 Concrete Retaining Walls 0 0 02 55 008 Housekeeping pads 3 5,000.00 15,000 02 55 008 Stamped/Stained Concrete 0 0 0 02 55 008 02 55 OOB S Brick Pavers 0 SF S Decorative Stone Pavers 0 SF 0 0 02 55 0_10 Concrete Curb & Gutter 0 LF Misc. Concrete Roads Total Division 2 2,143,8421 $ 8.75 /GSF 03 rr rrr CONCRETE 03 10 000 Foundations 0 25,005 $ 0.10 /GSF 03 10 002 Shallow Foundations 0 CY 1 03 10 S Spread/Strlp Foundations 0 CY 0 _002 03 10 002 Column Pad Footings 0 CY 0 03 10 002 b I Trench Footings 0 CY 1 0 _ 03 10 004 5 JEquipment Foundations & Pits 1,500 SF 1 16.67 25,005 03 15 000 Deep Foundations 422,750 $ 1.73 /GSF 03 15 002 Drilled Piers - Straight Shaft 4,75011-F 1 42.00 199,500 03 15 002 S I Drilled Piers - Belled al 15 ft 0 EA 1,000.00 0 03 15 002 Pier Casing 4,750 LF 47.00 223,250 03 15 002 Auger Cast Piles 0 LF 1 45.00 0 03 15 010 5 1 Pile Caps/Grade Beams 01 1 0 03 20 000 Slab-on-grade 903,539 $ 3.69 /GSF 03 20 002 S Slab -on -grade - main bldg 245,000 SF 3.20 784,000 03 20 002 5 8 inch slab in compounding area 15,000 SF 1.25 18,750 03 20 002 6 Slab -on -grade - central plant 4,268 SF 3.00 12,804 03 20 002 S Pumping of Slab on Grade 4,537 CY 5.00 22,685 03 20 002 Vapor Barrier 245,000 SF 0.15 36,750 03 20 002 S Grade Beams 100 LF 50.00 5,000 03 20 002 Dock Pits 13 EA 950.00 12,350 03 20 002 b Slope Slab In Alcohol Room 5,600 SF 2.00 11,200 03 25 000 Elevated Slabs 340,000 $ 1.39 /GSF 03 25 002 Slab on Metal Deck 68,000 SF 5.00 340,000 $ t 03 25 004 Topping Slab 0 SF 0 03 30 000 Cast-in-place Concrete 0 /GSF 03_ 30 002 Cast -In -place Concrete Frame 0 SF 1 0 0 0 _ _ T 03 30 004_ S 03 30 006 ICIP Reinforcing/P.T. 0 SF I _ IT _ CIP Formwork 1 01 SF CONFIDENTIAL Page 4 of 10 Duke Construction Estimate Template �ql - (f r:> May 1, 2013 CalRar PAGE 1 OF Duke Realty Construction, Inc. Mr. Bruce Dillon 317 - 808 -6183 Fax: 317 - 808 -6797 Proposal #212404C: Site Utilities for BMSC/Naterra Corp. Headquarters in Coppell, Texas. ITEM DESCRIPTION QTY UNIT TOTAL WATER - PUBLIC 1 8" DR 14 70 LF 2 8" DR 14 Fire Hydrant Lead 92 LF 3 6" DR 14 Fire Hydrant Lead 48 LF 4 8" DBL. Detector Check/Vault 2 EA e5 5 6 8" Gate Valve 8" Fitting 1 3 EA EA I 7 12 "x8" Tapping Sleeve & Valve 3 EA 8 9 12"x6" Tapping Sleeve & Valve 3" Domestic Service with 2" Meter & Backflow I 1 EA EA OAPr�rLs 10 3" Process Service with 2" Meter & Backflow I EA 11 2" RO Service with Meter & Backflow 1 EA 12 2" Domestic Service with 2" Meter & Backflow 1 EA 13 Standard Fire Hydrant 2 EA TOTAL $ 67,880.00 WATER - PRIVATE 1 8" DR 14 1568 LF 2 10" DR 14 Fire Line to within Y of Building 80 LF 3 10" Fire Line Riser into Building (I' above F.F.) I EA 4 6" DR 14 Fire Hydrant Lead 112 LF 5 6" DR 14 FDC Line to Building 90 LF 6 6" Fire Department Connection (FDC) I EA 7 6" FDC Riser into Building (1' above F.F.) 1 EA 8 8" Gate Valve 8 EA 9 6" Gate Valve 6 EA 10 10" Fitting 1 EA 11 6" - 8" Fittings 15 EA 12 3" PVC Process Line to within 5' of Building 45 LF 13 3" PVC Domestic Line to within Y of Building 45 LF 14 2" PVC RO Line to within Y of Building 420 LF 15 2" PVC Irrigation Line to within Y of Building 585 LF 16 Standard Fire Hydrant 6 EA TOTAL $ 103,313.00 SANITARY SEWER - PRIVATE 1 6" SDR 35 1249 LF 2 Std. 4' Diam. Manhole (3'- 7' Deep) 3 EA 3 Connect to Existing Stubout (12' Deep) I EA 4 Manhole Equipment per MEP 1 LS By Others - No Bid 5 Dbl. Cleanout 2 EA 6 Cleanout 1 EA TOTAL $ 37,778.00 �6 2138 CalHar Drive Melissa, TX 75454 Bus: 972 -838 -2888 Fax: 972 -838 -2299 Cal Har PAGE 2OF3 Construction, Inc. STORM SEWER - PRIVATE 1 36" RCP CL III 1339 LF 2 30" RCP CL IIl 158 LF 3 24" RCP CL III 571 LF 4 18" RCP CL III 414 LF 5 12" Sch. 40 (See Note #27) 43 LF 6 12" Gate Valve on Line ST- IE I EA 7 Precast #24 Grate Inlet (Assume 2' Deep) I EA 8 Precast 10' Curb Inlet (4' - 6' Deep) 7 EA 9 Precast 4'x4' Y -Inlet with Apron (3' Deep) I EA 10 Precast 3'x3' Grate Inlet (4' 5' Deep) 5 EA I 1 Connect to 36" Stubout (10'- 12' Deep) 2 EA �--- 12 Connect to 30" Stubout (6'- 10' Deep) 3 EA li Connect to Curb Inlet (5' Deep) 1 EA 14 Proposed Inlet Protection 14 EA TOTAL $ 194,620.00 ROOF DRAINAGE - PRIVATE * All roof drainage pipe is assumed/bid to be HDPE- 1 12" HDPE 1025 LF i 2 12" HDPE Fitting 38 EA 3 Roof Drain Stubups & Final Connections 1 LS By Others - No Bid TOTAL $ 24,622.50 MISCELLANEOUS 1 Staking/Layout 1 LS 2 Trench Safety 1 LS 3 Pipe Testing I LS 4 City Public Maintenance Bond (2yr 50 %) 1 LS 5 City Permits for Fire & Plumbing 1 LS 6 CalHar Plumber I LS 7 Sales Tax (private work only) 1 LS 8 Locate/Verify Existing Utilities 1 LS 9 Public Inspection Fee (4 %) 1 LS 10 Private Inspection Fee (2 %) 1 LS 11 Mobilization 1 EA TOTAL $ 32,150.00 TOTAL 460,363.50 2138 Ca1Har Drive Melissa, TX 75454 Bus: 972 - 838 -2888 Fax: 972 - 838 -2299