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Old Town Phase 3- PT150820T N i C I T Y , 0 F OFFELL 6 CONSTRUCTION DEVELOPMENT PERMIT APPLICATION Name of Applicant Pavecon Public Works, LP Date Submitted 8-20-2015 Address of Applicant PO Box 535847, Grand Prairie, TX 75053 Phone Number 972-263-3223 Fax Number 972-263-6551 Location of Construction (address, if available): New Townhomes at Hammond &Travis, CophE Subdivision Mainstreet Phase 3 Section # Block # H, Lot # 1-11 OR Survey/Abstract # [iTO.1296CITYOFCOPPEge.Acrea1.691 Location description (attach vicinity map): REPLAT LOTS1-11,BLOCKH,LOT1X,BLOCKH, andL0R 1. Type of proposed construction or development: C Residential C Alteration of a natural waterway drainage course (9- Non -Residential C Other (describe & attach drawing or sketch) (' Placement of Fill (in right-of-way or on private property) 2. Description of Construction Permit requested: 0 Paving R Sidewalk F� Drive Approach 0 Excavation Fire Lane 0 Bridge Box Culvert Rip Rap Fill Area Drainage Channel Excavation Slope Protection/Retaining Wall 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. Median or Landscape x� Water Main x© R.C.P. ❑x Sanitary Sewer Main Flume x❑ Inlet Box Culvert Rip Rap Fill Area Drainage Channel Excavation Slope Protection/Retaining Wall 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. r IV1A, Amount Due: $ - P� 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. 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. name indicates your acceptance of the terms and conditions of this form: S' e Applicant Contact Number 42,E AM4V s --7u 't -1. Signature of Inspector Contact Number FOR CITY USE ONLY Is the fill area located in an identified flood hazard area? C` Yes (: No If YES, a Floodplain Development Permit is required before any construction can begin. Is additional information required? C Yes C)oNo Are other federal, state, or local permits required? C Yes P No `([ ,kRMIT-A,PPLICATION APPROVED C PERMIT APPLICATION DENIED i 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. T w 9 , G 1 T Y #'J F CLL C •1 x sF 4 s INSPECTION FEE CALCULATION SHEET Project Name I Date Page 3 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 both colored fields) Submit by E-mail Print Form PUBLIC IMPROVEMENTS CONTRACT AMOUNT X4%= PRIVATE IMPROVEMENTS CONTRACT AMOUNT o X 2 /o = Paving 5,000 102,043 Water 27,371 19,753 Sanitary Sewer 0 10,315 Storm Sewer 0 49,817 Alleys 0 0 Sidewalks 0 0 Other 67,720 Total 32,371 249,648 Grand Total (total of both colored fields) Submit by E-mail Print Form PAVE -------- Proposal Mr. Greg Yancey Provident Company, Inc. PO Box 1790 Coppell, TX 75019 Date: 07/22/15 PAVECON PUBLIC WORKS, LP will furnish labor, materials and equipment required for the performance of the following described work in connection with construction or improvements at: Main Street Coppell Phase 3 Townhomes, Coppell, Texas. The work is to be performed as follows: Paving improvements as shown on plans prepared by Glenn Engineering dated July 2015. Item # Bid Item Qty Units Unit Price Total Price REFER TO THE ATTACHED SCHEDULE OF VALUES DATED 07/22/15 THIS PROPOSAL IS PRESENTED AS A "UNIT PRICE" PROPOSAL ONLY AND NOT REPRESENTED AS A LUMP SUM OR COMPREHENSIVE BID FOR ALL IMPROVEMENTS. ADDITIONAL WORKSCOPE NOT COVERED IN THE ITEMS LISTED IN OUR SCHEDULE OF VALUES WILL BE PRICED AND PRESENTED TO THE OWNER/ENGINEER ON AN AS NEEDED BASIS. THIS PROPOSAL IS VALID FOR 30 DAYS. ALL PRICES SUBJECT TO CHANGE IF A CONTRACT IS NOT ISSUED AND EXECUTED BEYOND THAT TIME. P.O. Box 535457, Grand Prairie, TX 75053 • 3022 Roy Orr Blvd., Grand Prairie, TX 75050 Office: 972.263.3223 • Fax: 972.263.6551 JOB NAME: MAIN STREET COPPELL PHASE 3 LOCATION: COPPELL, TEXAS BID DATE: 7/22/15 BID TIME: 5:00 PM PA ;,7j' ITEM NO. DESCRIPTION QTY UNIT BID UNIT BID AMOUNT SITE PREP/EXCAVATION 1 Mobilization 1 LS $14,367.00 $14,367.00 2 Silt Fence 1160 LF $1.98 $2,296.80 3 Construction Entrance 1 EA $1,937.00 $1,937.00 4 Inlet Protection 5 EA $80.00 $400.00 5 Strip, Remove & Dispose of Vegetation 1.5 AC $1,074.00 $1,611.00 6 Saw/Rem/Disp Ex. Concrete Pavement 6448 SF $0.96 $6,190.08 7 Remove and Dispose Existing 21" RCP 68 LF $9.00 $612.00 8 Remove and Dispose Existing Inlet 1 EA $545.00 $545.00 9 DELETE 10 DELETE 11 Lot Benching 11 EA $327.00 $3,597.00 12 Fine Grade Lots 11 EA $219.00 $2,409.00 SUBTOTAL $33,964.88 UTILITIES WATER 13 8" X 8" Tapping Sleeve and Valve 1 EA $4,350.00 $4,350.00 14 Remove Plug and Connect to Existing 1 EA $1,540.00 $1,540.00 15 8" C900 Waterline 600 LF $26.25 $15,750.00 16 8" Valve 1 EA $1,825.00 $1,825.00 17 1" Domestic Water Service W/ Meter Box 11 EA $1,333.00 $14,663.00 18 1" Irrigation Service W/ Meter Box 1 EA $2,683.00 $2,683.00 19 Ductile Iron Fittings 1 LS $4,993.00 $4,993.00 20 Trench Safety 600 LF $2.20 $1,320.00 SEWER 21 4" Sanitary Sewer Service W/ Cleanout 8 EA $925.00 $7,400.00 22 Cleanout on Existing Service 3 EA $535.00 $1,605.00 23 Trench Safety 1 LS $1,310.00 $1,310.00 STORM 24 4' Dia. Manhole 1 EA $6,115.00 $6,115.00 25 4 -Grate Inlet 3 EA $5,529.00 $16,587.00 26 18" RCP 426 LF $60.55 $25,794.30 27 Trench Safety 426 LF $3.10 $1,320.60 SUBTOTAL $107,255.90 PAGE 1 TOTALS: $141,220.78 JOB TOTALS: $141,220.78 JOB NAME: MAIN STREET COPPELL PHASE 3 LOCATION: COPPELL, TEXAS BID DATE: 7/22/15 BID TIME: 5:00 PM PAY 7s,j NO. DESCRIPTION QTY UNIT UNIT AMOUNT TOTAL $282,018.66 JOB TOTALS: 018.66 PAVING 28 Relocate Existing Light Pole 1 EA $5,652.00 $5,652.00 29 Doweled on Curb & Gutter 481 LF $41.90 $20,153.90 30 Integral Concrete Curb & Gutter 484 LF $8.70 $4,210.80 31 Longitudinal Butt Joint 568 LF $7.60 $4,316.80 32 6" - 4000 PSI Conc. # 4 @ 18" Centers 1049 SY $59.90 $62,835.10 33 8" Lime Subgrade (1' Back of Curb) 1182 SY $8.49 $10,035.18 34 Lime Material (Assume 48 LB/SY) 29 TN $189.40 $5,492.60 35 No Parking Sign (R7-1)(Galvanized Poles) 2 EA $673.00 $1,346.00 36 DELETE 37 Stop Signs (Galvanized Poles) 3 EA $673.00 $2,019.00 38 Construction Staking 1 LS $9,043.00 $9,043.00 39 Maintenance Bond 1 LS $4,474.00 $4,474.00 SUBTOTAL $129,578.38 MISC 40 3" Conduit Crossings 160 LF $7.50 $1,200.00 41 2" Conduit Crossings 60 LF $6.30 $378.00 42 Remove/Plug Exist 2" & 6" Services 1 LS $1,910.00 $1,910.00 SUBTOTAL $3,488.00 STREET LIGHTING 43 2" PVC Sch 40 w/Mule Tape (no wire) 445 LF $9.10 $4,049.50 44 Prefab 24" Foundation (Old Castle) 3 EA $1,076.00 $3,228.00 45 ONCOR 12"X12"X12" Ground Box 1 EA $454.00 $454.00 SUBTOTAL $7,731.50 TOTAL $282,018.66 JOB TOTALS: 018.66 ,-PAW,.� INCLUSIONS: a) Reinforcing as shown on drawings. b) Curb backfill with on-site material. CONDITIONS OF BID: a) Our bid is based on (1) one mobilization. b) Unit prices prevail unless otherwise noted. c) Water being available on-site for construction needs. d) Prices are contingent upon verification of quantities prior to contract execution. e) Wasting/Importing all dirt/spoils to adjacent site. f) Franchise utility crossings being installed "by others". EXCLUSIONS: a) Construction materials testing cost. b) Undercut of pavement subgrade and select material replacement. c) Moisture conditioning streets. d) High early strength concrete mixes; heating or cooling of concrete. e) All work associated with irrigation sleeves/sprinkler systems. f) Aggregate or special finishes including stamped, textured or colored concrete in any areas. g) City or state permits for construction. h) Material import/export. i) Filter fabrics under pavement. j) Franchise utility removals, adjustments or improvements. k) Utility adjustments or removals not specifically quoted. 1) Regular or overtime inspection fees'. m) Installation, maintenance or removal of existing erosion control devices. n) SWPPP plans, inspections, fee's or installation of final erosion control measures. o) Seeding, sodding, curlex blankets or landscaping improvements. p) Temporary construction or tree fencing. q) Pavement markings or street signage not specifically quoted. Signs quoted are on galvanized poles. No decorative poles or hardware has been bid. r) Topsoil import, RR insurance/flaggers, removal/replacement of existing roadway signs. s) Relocation of existing water meters, manholes, cleanouts or other existing utilities. t) Lime stabilization of lots. u) Payment & Performance bonds. v) Concrete driveways, barrier free ramps or sidewalks, retaining walls. w) Street light poles/fixture/meter & wire. These to be provided and installed by Oncor. x) Concrete driveways, barrier free ramps or sidewalks. y) Removal/relocation of existing signs. z) Street name blades. aa) Select fill or moisture conditioning including poly on lots. PAVECON PUBLIC WORKS, LP B ri,U.vv Col ttei Brian Cottle, Vice President Bid Number: BC355 P.O. Box 535457, Grand Prairie, TX 75053 • 3022 Roy Orr Blvd., Grand Prairie, TX 75050 Office: 972.263.3223 • Fax: 972.263.6551