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Coppell Trade 3-PT140109 CPL � , ic.„4,s4 * e `:mom. t CONSTRUCTION DEVELOPMENT PERMIT APPLICATION Name of Applicant MYCON General Contractors Date Submitted 1.3.2014 Address of Applicant 208 E.Louisiana St.Suite 200 McKinney,TX 75069 Phone Number 972.529.2444 Fax Number 972.529.0009 Location of Construction (address, if available): 840 W. Sandy Lake Rd. Subdivision Section# Block# 1 Lot# 1 R2 OR Survey/Abstract# 614 Acreage 40.654 • Location description (attach vicinity map): 1. Type of proposed construction or development: C' Residential r Alteration of a natural waterway drainage course Oz 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: © Paving ❑ Median or Landscape Q Box Culvert Q Sidewalk © Water Main Q Rip Rap ❑ Drive Approach Q R.C.P. Q Fill Area © Excavation ® Sanitary Sewer Main ® Drainage Channel Excavation Q Fire Lane © Flume ❑ Slope Protection/Retaining Wall ❑ Bridge Q Inlet Q 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: $04404�� ...,r iirrDate Paid: VI/f_.��` LI-- 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 a 972-462-5150 Fire Department @ 972-304-3512 Engineering Dept. a 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 3:30 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 n e in • s-our acceptance of the terms and conditions of this form: Ryan Stoll 1 214.449.8599 Signature of Applicant Contact Number 1-79i 2R-1/ MI V I3 4!a'-5i6 -7701 Signature of Ifispector Contact Number FOR CITY USE ONLY Is the fill area located in an identified flood hazard area? C Yes ENO If YES, a Floodplain Development Permit is required before any construction can begin. Is additional information required? C` Yes ( No Are other federal, state, or local permits required? C` Yes No ,PERMIT APPLICATION APPROVED C PERMIT APPLICATION DENIED 1] City Aro al, Date r 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. $4 t . et 't` Page 3 C1/4.111 LtrLils I1 A INSPECTION FEE CALCULATION SHEET Project Name Coppell Trade Center Date 1.3.2014 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 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: PUBLIC IMPROVEMENTS PRIVATE IMPROVEMENTS X 4o/a= X z% CONTRACT AMOUNT CONTRACT AMOUNT Paving 970,000 19,400 Water 151,008 3,020.16 Sanitary Sewer 6,342 126.84 Storm Sewer 227,767 4,555.34 Alleys Sidewalks 15,000 300 Other it!tiks Total r II1III ! 1f i Grand Total (total of $27,402.34 both colored fields) IBICONSTRUCTION F 4,,:,) ,,,,,„ . Date 1/3/2014 Project: COPPELL TRADE CENTER Plan Date: 9/23/2013 Location: COPPELL NO Item Description Unit Qty Unit Price Total PRIVATE STORM DRAINAGE 1 2 - 9'X5' RCB LF 53! 2 48" CL-III RCP ; LF 316 3 X42" CL-III RCP LF 481 4 36" CL-III RCP LF 202 5 30" CL-III RCP LF 201 6 24" CL-III RCP LF 151 7 18" CL-Ill RCP LF 107` 8 5' CURB INLET EA 1 1-- 9 2 9'X5' TYPE A HEADWALL EA ' i---- 10 48"TYPE A HEADWALL EA 1 11 18"TYPE A HEADWALL EA 11 E 12 8-GRATE INLET EA 2 13 6-GRATE INLET i EA 1 14 12-GRATE INLET 1 EA 3 15 ROCK RIP RAP SF 1584 1 16 TRENCH SAFETY LF 1375 SUBTOTAL PRIVATE STORM DRAINAGE $227,767.00' PRIVATE SANITARY SEWER 1 6" SDR-35 SEWER LINE 1 LF 246 2 6„ CLEAN OUT EA- 1 3 CONNECT TO EXISTING MANHOLE EA 1 4 TESTING LF i 246 5 TRENCH SAFETY LF 246 SUBTOTAL PRIVATE SANITARY SEWER ' $6,342.00 4328 Marsh Ridge Road Carrollton,TX 75010 Rumsey Construction nnn R aii TrariP Rnn}rart 19981 A Office:214-614-8140 Fax: 214-556-1110 ll 113/9f11d-9.934 PRA Inclusion / Exclusions Project: COPPELL TRADE CENTER Included Permit Fees no Inspection Fees no Tap Fees no Impact Fees no All Other City Fees no Construction Staking add Density Testing no Air Test, Mandrel, and TV Inspect Sanitary Sewer yes Pressure and Bacteria Test Water Line - yes TV Inspect Storm Drain no Excess to be left adjacent to trench yes Place Excess Excavation On Site no Haul Off of Excess Excavation - add Inlet Throat no Roof Drain to 5' of building yes Roof Drain Stub up 1' above flowline of main no Trench Dewatering - no Roof Drain Downspout Connection - no Fire Riser, 1' Inside Building, 1' Above FF -To be staked by GC yes FDC no Maintenance Bonds yes Add Performance and Payment to Bond _ - add Erosion Control While On Site - at new inlets Barricades For Our Work yes Topsoil or Top soiling no Storm Water Pollution Prevention Plan no Meters greater than 2" no Meters 2" and smaller no Adjust or Relocate Existing Utilities no NOTES: - Proposal based on Civil Plans only. Excludes any work shown on other documents. - Due to current market conditions. PVC pricing can only be held for 30 days from bid datE - Proposal based on one move in. Add $3500 for each additional mobilization - Not responsible for conflicts with existing utilities THANK YOU FOR THE OPPORTUNITY TO BID THIS PROJECT PLEASE CALL WITH ANY QUESTIONS COREY C. CAUGHRON (214)498-8631 3C @RumseyLLC.com 4328 Marsh Ridge Road Carrollton,TX 75010 Cnnn Rumsey ii Construction r,nr Office: 214-614-8140 Fax:214-556-1110 C:nnnoll Trario Cnntrart 199511 1/3/9M4.-99R PM pA ;17175," COMMERCIAL CONCRETE Turnkey Concrete Proposal Bidding Contractors October 18,2013 Attn: Estimating Phone: Fax: Re: COPPELL TRADE CENTER COPPELL,TEXAS PAVECON COMMERCIAL,LTD.offers to furnish all labor,materials and equipment required for the performance of the following described work in connection with construction at the above address. The work is to be performed as follows' TURNKEY Building and Site to include: 1 245,594 sf of 7"Concrete Paving 4000 PSI 2 48,144 sf of 6"Concrete Paving 4000 PSI A� � 3 3,344 If of 6"Monolithic Curb 4000 PSI it oJcs 4 3,509 If of 12"Monolithic Curb 4000 PSI 5 3,040 sf of 4"Building Walks 3000 PSI (Broom Finish) 6 1,062 sf of 6"Flume wlCurb 4000 PSI 7 1 each Transformer Pad 3000 PSI 8 57 each Set G.C.supplied Bollards 3000 PSI 9 182 each Schedule Spot Footings-Earth Formed 4000 PSI 10 152 If of 3'0"x1'0"Continuous Footing @ Dumpsters 4000 PSI 11 133 If of 2'0"x1'0"Continuous Footing.4000 PSI 12 278,000 sf of 6"Slab on Grade 4000 PSI 13 95,582 sf of 8"Concrete Tilt wall Panels 4000 PSI (Smooth Finish) 14 10,000 sf of 2"Casting Beds wfRemoval 3000 PSI BID TOTAL: $ 2,587,500.00 (Tax Included) WE HAVE INCLUDED PUMPING SLAB ON GRADE AND TILT-WALL PANELS. WE HAVE INCLUDED SOFF-CUTTING OF CONTROL JOINTS.(ELIMINATES SLURRY CLEAN-UP) WE HAVE INCLUDED HAUL-OFF OF ALL SPOILS GENERATED BY PAVECON COMMERCIAL. We assume the sub grade will be provided at+/-one tenth by others. We have Included dowel In to existing concrete. We have included all reinforcing w/supports as shown on civil and structural drawings. We have Included all rebar tying We have Included expansion Joints @ 90'0"O.C.E.W.at paving. We have Included expansion Joints©40'0"O.C.E.W.at sidewalks. We have Included dowel spacing @ expansion Joints at 18"O.C.E.W. We have Included control joints @ 15'0"O.C.E.W. We assume pouring all concrete @ a 5"Slump. We assume all concrete will be hand placed. We assume backflli of curbs will be completed by others. 6(,. We have included 1"leveling sand for fine grading purposes at slab and paving. We have Included 10 mil stego-wrap poly @ S.O.G. We have Included setting of G.C.supplied anchor bolts&embeds. J��"G`` We have included grouting of anchor bolts&base plates. �j We assume panel ditch will be cut to top of footing by others. \I% We have included Lifting inserts&Bracing Inserts. We have included 6"carton forms wlsoll retainers at tilt-wail panels. W We have included panel books. c We have Included backfilling grade beams&panels w/excavated or G.C.supplied material. We have included all engineering and layout for our scope of work(Building Corners by G.C.) We have included pier sleds and bolsters. We have included rubbing and patching of exposed concrete surfaces. �� We have included supply and Installation of panel shims. We have included sales tax on materials. `o V4 P.O.Box 535038,Grand Prairie,TX 75053 • 3022 Roy Orr Blvd.,Grand Prairie,TX 75050 Co pea Trade came Office: 972.263.7034 • Fax: 972.263.7153 .4K,..,,,Ak. 7,,A, ,,,,,2, ".,..A. ,,...„.„,,,,,,,t,. .4„, PA ,o,iz,79-,;,:: .,jr. ;,' OCMMIIAL CONCRETE ADDITIONAL PRICING Payment&Performance Bond $36,670.00 Set GC Supplied Bollards $150.00/each 24"Diameter Light Pole Bases $550.00/each Pumping of Paving(If Required) $42,300.00 ALTERNATE PRICING: 1 24,234 sf of 7"Concrete Paving i Future TI Area $77,548.00 EXCLUSIONS: Setting of guard rails or hand rails Cement Stabilization All work associated w/Pavers&Sand Sub base All work associated w/Irrigation Sleeves Demo&Haul off(price can be provided) Aggregate or Special Finishes Curb cuts Bonds,Permits&Testing Fence Footings Gravel or Granular Backfill Gate Footings Select Fill All work associated w/Rip Rap Supply of Misc Steel Items Special Cures or Hardeners Precast Items Dumpster Acid Washing or Sand Blasting French Drain&Gravel Backfill Dewatering of Site(For our Scope Only) Any&All Moisture Curing Mass&Rock Excavation Building Corners (Provided By Others) Pan Stairs/Assume Steel Checker plate Waterproofing Striping/ADA Slgnage All offsite Paving Wheel Stops All Work associated w/Lime Stabilization Sign Post Bases Offslte Backfill Materials(Assume excavated spoils) All work associated wl Asphalt Plumbing&Electrical Pour Back Mow Strips DOT Barricades&Signage Joint Sealant Coring of Piers Sub Grade Prep Backfill of Curbs Monument Sign Base Stamped,Colored&Stained Concrete Termite treatment Dirt Work(sub-grade must be+/-1/10th) Stiff backs&Strong backs Final sweeping and cleaning Sand Blasting of Panels Filter Fabric Casing of Piers Expansion Joint Assemblies Shoring of Decks Heating or Cooling of Concrete Cast in Place Concrete Stairs Gravel Backfill Chasing of Joints Masonry Reinforcement Wet Curing Dove Tail Anchor Slots Turn lanes or Decel Lanes Overtime Dowel Baskets or Supports for Dowels Deadman Footings Tilt wall Erection&Bracing Lightweight Concrete Elevator Pits Any&All Site Retaining Walls Flagpole Bases City Sidewalks Light Pole Bases Thank You for the Opportunity to Bid this Project, Chad F.Ro orison Date P.O.Box 535038, Grand Prairie,TX 75053 • 3022 Roy Orr Blvd.,Grand Prairie,TX 75050 Goppoll Trade Center Office: 972.263.7034 • Fax: 972.263.7153 Ryan Stoll, LEED AP BD+C To: Matt Shepherd Subject: RE: Coppell Trade Center From: Matt Shepherd [maiito:MattS@pavecon.com] Sent: Friday, January 03, 2014 4:51 PM To: Ryan Stoll, LEED AP BD+C Cc: Chad Robertson; Mark Plamondon Subject: RE: Coppell Trade Center zero-sorry i did not include the building walks. the value of the sidewalks is$ 15,000.00 Matt Shepherd Vice President Pavecon Commercial Concrete, Ltd. 3022 Roy Orr Blvd. Grand Prairie,TX 75050 Office: 972-263-7034 Fax: 972-263-7153 Mobile: 214-797-0611 A \ COMMERCIAL CONCRETE From: Matt Shepherd [mailto:MattS@ pavecon.com] Sent: Friday, January 03, 2014 4:46 PM To: Ryan Stoll, LEED AP BD+C Cc: Chad Robertson; Mark Plamondon Subject: Coppell Trade Center Ryan, the breakout for the sitework(accounting purposes only) is$ 970,000.00 let me know if you need anything further. thanks, Matt Shepherd Vice President Pavecon Commercial Concrete,Ltd. 3022 Roy Orr Blvd. Grand Prairie,TX 75050 Office: 972-263-7034 Fax: 972-263-7153 Mobile: 214-797-0611