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Red Hawk- PT160624CONSTRUCTION DEVELOPMENT PERMIT APPLICATION Name of Applicant Holmes Commercial I Date Submitted 6/24/16 Address of Applicant 225 E. Hwy. 121 Suite 120, Coppell, Texas 75019 Phone Number 214-488-5200 x209 Fax Number 214-488-5255 Location of Construction (address, if available): 301 S. Denton Tap Drive Subdivision Section # Block # 27R Lot # A� OR Survey/Abstract # Acreage Location description (attach vicinity map): 1. 2. Type of proposed construction or development: (' Residential C' Alteration of a natural waterway drainage course GNon-Residential C Other (describe & attach drawing or sketch) C Placement of Fill (in right-of-way or on private property) Description of Construction Permit requested: ❑X Paving ❑X Sidewalk ❑X Drive Approach ❑ Excavation ❑X Fire Lane ❑ Bridge ❑ Median or Landscape X❑ Water Main X❑ R.C.P. X❑ Sanitary Sewer Main ❑ Flume ❑ Inlet ❑ Box Culvert ❑ Rip Rap ❑ Fill Area ❑ Drainage Channel Excavation ❑ Slope Protection/Retaining Wall ❑X 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: $2, 9 3 0 Date Paid: 6/29/16 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 3:30 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: Ztu- s373 - Dco09r Signature of A" Contact Number d7707 69. Signature of e r 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 begirt. Is additional information required? C` Yes C1 No Are other federal, state, or local permits required? C Yes C' No C PERMIT APPLICATION APPROVED C' PERMIT APPLICATION DENIED City Approval Date Applicant shall indemnify and forever Bold 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. INSPECTION FEE CALCULATION SHEET Project Name lRedHawkOffice I Date 6/24/16 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 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 2,930 both colored fields) PUBLIC IMPROVEMENTS ° X 4 /o = PRIVATE IMPROVEMENTS X2%= CONTRACT AMOUNT CONTRACT AMOUNT Paving 10,080 403.2 50,355 1,007.1 Water 60,710 1,214.2 Sanitary Sewer 4,060 81 Storm Sewer 3,710 74 Alleys Sidewalks 7,545 151 Other Total403 Grand Total (total of 2,930 both colored fields) Valor Concrete 7307 Pebble Hill Drive Colleyville, Texas 76034 Phone: (682) 438-8770 The Holmes Builders East 225 State Hwy 121 #120 Coppell, TX 75019 Attn: David Hayes Phone 214-488-5200 ex: 209 Email: dhayes(a,theholmesbuilders.com Ref.: Redhawk Office — Bid#4 Contract Price Coppell, Texas June 15, 2016 We hereby propose to furnish the labor, materials, and equipment as noted for the completion of the work specified herein per plans and specifications submitted. Quantities for this bid are based on plans by: Drawings: Civil — Kadleck & Associates, 1 to 9 dated 6-1-15 Architectural - Structural — Strand Systems, GSN FDN to FR1.2 dated 4-20-16 Landscape — Specifications: As per General Notes on drawings. This proposal will be acceptable for thirty (30) days unless otherwise agreed upon. Thank you for the opportunity to bid this project. Brennan Webber BID SCHEDULE SCOPE OF WORK INCLUDED: 4" Building --�a _= _ 4,710 sf / A Total: _$ A44 8 W, Note: All grade beams to be trenchable with TF 300 side boom trencher All slab figured @ 4" thk w/ rebar *Includes pumping of slab Concrete figured @ 3000 PSI Includes 10" x 48" Perimeter Grade Beam Figured 10mil standard poly Excludes any extended grade beams not shown on civil. Includes standard cushion sand under slab Excludes any rock aveavation. Excludes any site walls or footings. Excludes any concrete staining, coloring, polishing, hardener or sealer of any kind Excludes concrete channel Excludes any excavation of any kind All beams figured earth formed If 10 Mil Stego or equivalent is needed ADD: $1,300 PAVING 7" Parking 4,685 sf 8" Fire Lane 3,425 sf 7" Dumpster 205 sf 8" Approach 980 sf Total: $ 51,630.00 Note: All site paving figured @ 4000 psi w/ ash & #3's @ 18" o.c.e.w. Saw joints figured @ 15' o.c., excludes any joint sealant Expansion joints @ 60' o.c. excludes joint sealant. *Includes Pumping of Paving We exclude saw/demo & haul off of any existing concrete or asphalt. Excludes barricades. Excludes any concrete staining, coloring, stamping, polishing, hardener or sealer of any kind Excludes concrete channel We exclude any asphalt or striping. Excludes any site walls or footings. Excludes Retaining Wall SIDEWALKS 4" Site Sidewalk 1,150 sf 4" City Sidewalk 0 sf 4" Flume 0 sf Total: $ 8,445.00 Note: All concrete figured @ 3000 psi w/ ash. * Includes 3 ADA ramps Excludes any concrete staining, coloring, stamping, polishing, hardener or sealer of any kind—Arid co%ring or staining 510.00 sgft Excludes any site walls or footings. Excludes any excavation of any kind. Excludes any City sidewalks MISC. ITEMS Removal of 271 SF of City walk & saw & removal of 80 LF Approach curb & gutter Remove & haul off of 85 LF of existing Fire Lane Monument Footing Stamped Concrete @ Approach Light Pole Bases ADD ALTERNATES 1 each $1,985.00 1 each $1,000.00 1 each $980.00 180 SF $1,070.00 2 @ $500 each $1,000.00 Total: $6,035.00 Total Bid: $1101960. 00 (Includes Sales Tax) (See below for ADD Alternates) To use #4's @ 18" in paving ADD: $1,870.00 THE FOLLOWING ARE SPECIFICALLY INCLUDED FOR THE ABOVE: • Batter boards, forms, and accessories • Reinforcement and accessories • Anchor Bolts -furnished and installed @ 4' on center at slab perimeter (1/2" x 9") • Concrete pumping @ building slabs only THE FOLLOWING ARE SPECIFICALLY EXCLUDED FOR THE ABOVE • Any Fiber reinforcing in concrete • Any concrete additives for hot or cold weather • Walls or Footings • Extended Grade Beams @ Perimeter • Exposed Aggregate • Dirt work (sub grade to be + or — 1/10) • Soil erosion protection • Excavation or drilling of rock if encountered • Dewatering as a result of subsurface water • Casing of piers • Saw cutting, demolition or haul off of existing concrete (except as noted) • Paver's • Concrete temperature control (heating or ice, etc.) • Masonry reinforcing • Masonry grouting • Sawed control joints at foundations • Embedded materials (anchor bolts, pipe bollards, embedded plates, angles, hold downs, etc.) except as noted • Testing by labs • Permits or fees • Performance or payment bonds • Wet curing • Hardners or sealers • Drawings for anchor bolt layout • Removal of trash or concrete spoils from site (we will place in dumpster or designated area) • Spoil removal off site • Backfill with select fill (offsite material) • Backfill at back of curbs • Surveying • Soil poisoning • PVC for electrical or landscaping sleeves • Sweeping or washing down of pavement • Concrete wheel stops • Pavement markings (stripping or buttons) • Inlets, drains, catch basins, box culverts • Stair nosing or sleeves for rails • Repair of existing underground if damaged • Grouting of thresholds • Safety railing or perimeter cables at upper floors, pits, drops, and openings • Light weight concrete -furnish or install. • Pool decks, mechanical pads or site retaining walls. • Gate Tracks (no details) • Any item not on the Bid Schedule Notes: • If retainage is held, it is to be funded 30 days after completion of each phase of our work. • Proposal to become part of contract • All material prices are only good through 7-15-16, after that time any increase in price will be paid for by contractor or owner including sales tax and markup. David Mayes From: brennan@valorconsulting.org Sent: Wednesday, lune 29, 2016 8:28 AM To: 'David Hayes' Subject: Redhawk Public breakout David, Got your vm. Here is what I have.... ADA Ramps: 2 @ $450 each = $900 Approach: $6,125 Thank you, Concrete Brennan Webber Owner 682.438.8770 brennan(a.valorconsulting.org K- TIOGA CONTRAC 016 Project Name Redhawk Address 310 S Denton Tap Rd. Lot 27A Redhawk Addition City, State, Zip Coppell, TX Country Contact Race Arendall Company Tioga Contractors, LLC Address 136 S Norwood DR. City, State, Zip Hurst, TX 76053 Country Phone 682-224-0757 Fax 682-224-0769 Utili Estimate Date 06/14/2016 REVISION #1 Description Utility Proposal Plans Available Yes Blueprint Dates 05/10/2016 Est. Start Date •oe We are pleased to quote the following labor, equipment, and materials in accordance with the plans and specifications listed below. This proposal is subject to exclusions that may be listed below. Utility Scope of work for the project to be constructed as depicted in the plans and details as described herein: EXCLUDES: 3way contracts, Bonds, Water meters, Rock excavation, Locking FDC Cap, Trench Boxes, tap fees, impact fees, Stakin and en ineerin erosion control I I INS 1:111 ii MEN ...MIME WATER FIRELINE 13 ft Remove existing waterline 50 ft 6" C-900 PVC Class 150 50 ft 4" C-900 PVC Class 150 3 ea 6" Gate Valves 1 ea 8"x6" MJ Tee 2 ea 6" MJ 45 Bend 1 ea Fire hydrant assembly 1 ea 6" DC Vault 1 ea 6" AMES SS Riser 1 ea 4" AMES SS Riser 1 ea 1" Irrigation Meter service 1 ea 1" Domestic Meter service 50 ft 1" Waterline to building 1 ea FDC Assembly 1 ea Testing and Trench Safety (trench box) & Haul -off SANITARY SEWER 1 ea Connect to existing Sewer MH 13 ft 6" SDR -26 17 ft 6" SDR -26 1 ea Cap 6" Sewer @ 5' from building 1 ea Double Cleanouts @ end of plubic sewer Regulated by: Texas State Board of Plumbing Examiners P.O. Box 4200 Austin, Texas 787654200 (800) 845-6584 M-13661 Pagel of 2 Y� ` 9 x= Lk TOGA CONIVACrOas Utility Proposal STORM SEWER 1 ea Connect to existing 4 Grate inlet 72 ft 6" PVC Storm sewer 2 ea End and cap at 6 from building 18 If Saw Cut & Haul -off Regulated by: Texas State Board of Plumbing Examiners P.O. Box 4200 Austin, Texas 78765-4200 (800) 845-6584 M-13661 Page 2 of 2 WATER FIRELINE: $60,710.00 SANITARY SEWER: $4,060.00 STORM SEWER: $3,710.00 TOTAL ESTIMATE: $68,480.00 All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements are contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, flood, earthquake, and other necessary insurance. We are fully covered by Workmen's Compensation Insurance. Authorized Signature: Acceptance of Proposal: The above prices, specifications and conditions are satisfactory and Signature: hereby accepted. You are authorized to do the work as specified. Date of Acceptance: Print Name: Regulated by: Texas State Board of Plumbing Examiners P.O. Box 4200 Austin, Texas 78765-4200 (800) 845-6584 M-13661 Page 2 of 2 RED HAWK OFFICE - LOT 27R, BLOCK A COPPELL, TEXAS UTILITY QUANTITY ESTIMATES - JUNE, 2016 DESCRIPTION WATER -ONSITE REMOVE 8" PLUG AND 13 LF OF PIPE 6" PVC FIRE HYD. 6" VALVE FITTINGS: 8"X6" REDUCER 6" 45 degree BEND 6"X"6" TEE 6" 90 degree BEND 6" DECTECTOR CHECK AND VAULT 1" SERVICE (DOMESTIC) 1" SERVICE (IRRIGATION) W/BLOWOFF DEVICE 4" FIRE LINE 6" AMES SS Riser 4" AMES SS Riser 4" FIRE DEPARTMENT CONNECTION (REMOTE) 1" WATER SERVICE LINE TRENCH SAFETY TEST MAINT. BOND TOTAL WATER -ONSITE SANITARY SEWER QUANTITY UNIT UNIT PRICE TOTAL PRICE 1 LS $260.00 $260 58 LF $45.00 $2,610 1 EA $7,200.00 $7,200 2 EA $1,200.00 $2,400 1 EA $650.00 $650 4 EA $850.00 $3,400 1 EA $1,150.00 $1,150 1 EA $850.00 $850 1 EA $21,500.00 $21,500 1 EA $3,200.00 $3,200 1 EA $3,650.00 $3,650 25 LF $44.00 $1,100 1 EA $2,400.00 $2,400 1 EA $2,400.00 $2,400 1 EA $5,200.00 $5,200 45 LF $22.00 $990 1 EA $550.00 $550 1 EA $1,200.00 $1,200 1 EA $0 $60,710 6" PVC LINE 13 LF $40.00 $520 DOUBLE CLEANOUT 2 EA $250.00 $500 6" LATERAL LINE AND PLUG 1 EA $550.00 $550 6" WYE CONNECTIONS 1 EA $30.00 $30 TRENCH SAFETY 1 EA $2,110.00 $2,110 TEST 1 EA $350.00 $350 MAINT. BOND 1 EA $0.00 $0 TOTAL SANITARY SEWER $4,060 PRIVATE STORM SEWER SYSTEM 6" PVC SCHD. 40 PIPE 71 LF $30.00 $2,130 6" WYE CONNECTION 1 EA $30.00 $30 6" 45 degree BEND 1 EA $30.00 $30 6" 90 degree BEND 1 EA $30.00 $30 6" PLUG 2 EA $120.00 $240 Connect to existing Grate Inlet 1 EA $1,250.00 $1,250 REMOVE & REPLACE CONCRETE PAVEMENT 1 LS $0 TOTAL PRIVATE STORM SEWER SYSTEM $3,710