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Home My WebLink AboutIA2016-3926III Ik "® DATE OF ISSUANCE: OCT 2 0 20i aVINE,OCT 11 2016 PERMIT #:- BUILDING PERMIT APPLICATION IIS PRINT JOBADDRESS: LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): CURRENT MAILING ADDRESS: q-4 -—�) y`) _l Y'Z"e -40L CITY/STATE/ZIP: r r l r\ PH: #- 3 t Fax #_7 al PROPERTY OWNER: CURRENT MAILING ADDRESS:1%; CITYISTATE/ZIP: l�!> �v l ,i i�r - >Bio> PHONE NUMBER: PROJECT VALUE: $ �Pgl'�a - fi 4's- FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED? (Cheek ones that apply) ELECTRIC PLUMBING MECHANICAL _ DESCRIPTION OF WORK TO BE DONE: PA f2 -,e -) A) 6 USE OF BUILDING OR STRUCTURE: Total Square Footage under roof: Square Footage of alteration/addition: ❑ I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) ❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for 1 & 2 family dwellings) ❑ I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). ---� PRINT NAME: i2R &�_, SIGNATURE PHONE EMAIL: - f -/T car(,) S-6; f2 ccz�- CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL { THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Constriction Type: Nj Permit Valuation: $ ,• n0 Setbacks Approval to Issue Occupancy Group: Fire Sprinkler: YES NO Front: Electrical Division: Building Depth: Left: Plumbing — Zoning: Ll Building Width: Rear: Mechanical Occupancy Load: Right: — Plan Review Approval: Date: lb -1 Building Permit Site Plan Approval: Date: Plan Review Fee: ire Department: j Date: 1= 14 p2D I& Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: i t7 Total Fees: - t Lot Drainage Submitted: . $1 Approved: Total Amount Due: . 57 /fry 3 0 201C, A, ASSET October 20, 2016 Re: Permit Application Pick Up Property: 1601 Texan Trail, Grapevine, TX IA -16-3926 To Whom It May Concern: Please accept this letter as authorization that Vicki Smith is hereby authorized to obtain/sign/pick up permits on behalf of Asset Pavement for the above property for parking lot repair. Regards Rick Tuzinski President Asset Pavement 2445 McIver Lane, Suite 208 * Carrollton, TX 75006 * 972-925-00254 Addendum to Service Aereement Date of this Addendum to Service Agreement 10/4/2016 Date of Service Agreement: 11/1!2015 BETWEEN Owner: Prologls LP And Contractor. Asset Pavement PO Box 271468 Flower Mound, TX 75027 1. Contractor shall execute the Services described as: Per Protogis specifications, contractor shall provide all labor, equipment and tools to perform concrete replacement at the location stated below (see attached picture known as Exhibit A). Contractor shall saw cut defined limits of areas. Excavate failed pavement to a depth of 8". Undercut 3" under existing concrete stab. Drill dowel and epoxy grout edges of repair with #4 deformed dowels, Place 8" concrete with a broom finish. Reinforce with a #4 rebar at 24" on center. Concrete shall be 3500 PSI air entratnment for durability and resistance to surface scaling. Cure concrete with a liquid membrane curing compound to Insure strength development Saw cut control joints as necessary. 2. Property Address(es)/Building Code(s): DAL09309-57003-NW Trade Center 9-1061 Texan Trail, Grapevine, TX 76051- $3,429.78 DAL09310-57003-NW Trade Center 10-1063 Texan Trail, Grapevine, TX 76051- $3,062.50 3. Start Date: 10/4/2016 Completion Date: 1111/2016 4. Owner shall pay Contractor in current Rinds for Contractors performance of the Work, the Contract Price of 56,492.28, subject to additions and deductions provided in the Service Agreement, and otherwise as follows: Payment Terms: Net 30 5. The Contract Price is based upon the following alternates, if any, which are described in the Description of Services and are hereby accepted by Owner: None 6. Unit prices, if any, are as follows: lYoue 7. Other provisions or Special Conditions related to the Work: None - 8. The Drawings, if applicable to the Work, are as follows, and are dated unless a different date is shown below: Number . ..Tide , pati 9. Other documents, if any, forming part of the Service Agreement are ss follows: �jon9 Except as set forth below, this Addendum to Service Agreement, and all attachments hereto, are hereby incorporated into the Service Agreement between Owner and Contractor referenced above. No general terms or other conditions submitted by Contractor shall be incorporated into any Service Agreement, despite being attached hereto, unless expressly referenced in Section 9 above, In the event of any conflict between this Addendum to Service Agreement, and the terms and conditions of the Service Agreement, the terms and conditions ofthis Addendum to Service Agreement shall control. This Addendum to Service Agreement is entered into as of the day and year first written above. This Agreement, and any change orders, modifications, amendments, and/or addenda hereto, may be executed in any number of counterparts, each of which shall be deemed to be an original, and all of such counterparts shall constituto one Agreement. To facilitate such execution, the parties may execute and exchange by email in PDF format counterparts of the signature pages, which shall be deemed originals. OWNER: CONTRACTOR: Protogis LP Asset Pavement By. By: _T Name: Dan K vat' Name: tr ft: Title: Property Manager Title: f Farts Date: September 15, 2014 ,%-1 2016 ASSEE74 om&% RAVIE-MISIAT 1010312016: 2501 N. Harwood Dallas, TX 75201 2445 McIver Lane 972-925-0024 Phone Carrollton, TX 75006 972-982-2767 Fax Asset Pavement proposes to furnish all necessary labor, materials, equipment, and tools for work on the above referenced project as described below: PROJECT: 1061 Texan Trail, Grapevine, TX, , Store# Texan Trail DC, Job# 14510 Proposal: New Scope of Work to Include: Description Depth Quantity Unit Sub -Total Tax 1 LS $494.79 Concrete Pavement Repair 8 in 77 SF $5,997.49 Total: $6,492.28 Tax Concrete Pavement Repair QITY0— PAPPONE RELEASED FOTR CONSTRUCTION SHEET: OF: RE -1 EASEDOES NOT A' -j -1 IC,17E ANY WORK IN CONFLICT '-'ATH'THE BUILDING' �-,'X)E OR ZONING ORDINANCE, THIS PLIkNITO BE KEPT ON THE JOB AT ALL TIMES DATE: j BY: BUILDING It',iSPECTION DIVISION 112 RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIG HTOF-WAY, ALL CHA 12 Saw cut defined limits of areas. Excavate failed pavement to a depth of 8". Undercut edges 3" under existing concrete slab. Drill dowel and epoxy grout edges of repair with #4 deformed dowels. Place 8" concrete with a broom finish. Reinforce with #4 rebar at 24" on center. Concrete shall be 3500 PSI air entrainment for durability and resistance to surface scaling. Cure concrete with a liquid membrane curing compound to insure strength development. Saw cut control joints as necessary. CONTRACITOR SHAILL (,-'P8%LL FFOR I 4 3 1 i,,tea13 "k' 0 &R, RE'�2JISTRA'TION P E R M 1 T I R A T! n N A& r kz- & 4:6 OVI t3 IIFFLA'�" APPROVED PLANS SHALL BIE- "PT ON JO AT ALL TIMES Asset Pavement requires the below outline be incorporated into any contract/ purchase order so that all inclusions, exclusions, and provisions are defined and understood. This proposal is valid for thirty (30) days. After thirty (30) days, pricing is subject to changes due to variances in the cost of materials. We appreciate the opportunity to provide you with this proposal for this project and hope to become part of your construction team. If you have any questions feel free to call me at your earliest convenience. Exclusions: sales tax, testing, licenses, bonds, permits, engineering services or fees, removal or handling of contaminated spoils/hazardous materials, landscaping, removal of asphalt with reflective crack control type fabric (such as but not limited to petromat), removal/relocation/accidental damage of any underground obstructions and/or utilities (such as but not limited to private electrical and/or sprinkler lines), sub grade repair, excavation, grading, or backfill other than described above. Special Provisions: 1. Asset Pavement will agree to mutually acceptable construction schedule and will not accept responsibility for liquidated damages due to changes in schedule by other trades or weather delays. 2. Prices have been line itemized for clarity. However, the grand total or combined pricing reflects the entire scope to take advantage of economies of scale. Reduction in scope may impact pricing. 3. Payment is due within thirty (30) days of the Asset Pavement invoice date. if Asset Pavement is not paid within thirty (30) days, a late fee will be assessed in the amount of 10% of the unpaid invoice amount. 4. Final payment, if retainage is held, shall be received by Asset Pavement no later than thirty (30) days from the date of final or retainage invoice. If not paid within thirty (30) day period, a late fee will be assessed in the amount of 10% of the final or retainage invoice amount; no discount will apply. 5. All work bid is based on being performed during weekday business hours. Monday through Friday 8:00am to 5:00pm. Sincerely, Rick Tuzinski Asset Pavement 2/2