The URL can be used to link to this page

Home My WebLink AboutSFRA2025-004187RECEIVED: 10/31/2025 DATE OF ISSUANCE' 25-004187 ' 3208 BRIDLE LANE 25-004187 FOUNDATION PERMIT #: BUILDING PERMIT APPLICATION ELECTRONIC REVIEW (PLEASE 1'RIM LEGIBLY - COMPLETE ENMRE FOILNO JOB ADDRESS: 3208 Bridl _ I nnP SUITE # LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): Pinnacle Foundation Repair CURRENT MAILING ADDRESS: 601 Dickey Fed crrY/STATE/ZIP: Grand Prairie, TX 75051 PH_ # 972-251-0018 Fax It PROPERTY OWNER: Steve Allen CURRENT MAILING ADDRESS: 3208 Bridle Lane CrrY/STATE/ZIP: Grapevine, TX 76051 PHONE NUMBER: 817-266-2726 PROJECT VALUE: $ 5150.00 FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED? ccrerko s flat alppi ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: Install 7 total pilings USE OF BUILDING OR STRUCTURE: Residential NAME OF BUSINESS: Total Square Footage under roof. 2390 Square Footage of alteration/addition: 200 ❑ 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 i & 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. (REQI.I'IRED 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 FROXI THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). nn` PRINT NAME: Robby Brown SIGNATURE /t e�3a �2GttIL PHONE #: 972-251-0018 EMAIL: R CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: V K I Permit Valuation: $ I Setbacks Approval to Issue Occupancy Group: Z Fire Sprinkler: YES NO I Front: Electrical Division: Building Depth: 1 Left: Plumbz Zoning:-'"� . Building Width: I Rear: Mechdnical Occupancy Load: Grease Trapp Right: Ho6/d Plan Review Approval: Date: i j (^1 / L I Building Permit Fee: 15e100 Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: Public Works Department: Date: Sewer Availabilitv Rate: Health Department: Date: j Water Availability Rate: Approved for Permit: Date: Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: 150r"00 I' V P.D. BOX 95104. GRAPEVINE TX 76048 f617) 410-3165 O:FORMSMSPERMRAPPUGATIONs i/02.RLk,—" A. � 7� 11.2i49 City of Grapevine Building - Residential PO Box 95104 Alteration RAP VISE. Grapevine, Texas 76099 ` r L i %'= 817) 410-3166 Project # 25-004187 Project Description: Install 7 total pilings [ELECTRONIC REVIEW) i Issued on:11/19/2025 at 3:39 PM ADDRESS INSPECTIONS 11 3208 Bridle Ln. Grapevine, TX 76051 1. MISC. Building Inspection 7. Building Wall Tie Inspection 2. Building Setback 8. Building Termite Verification LEGAL 3. Building Foundation/Footing 9. Building Energy Code Carriage Glen Addition 4, Building Pier 10. Lot Drainage Inspection Bik 4 Lot 3 S 5. Building Framing 11. Building Final 6. Building Bracing / Sheathing PERMIT HOLDER Robby Brown INFORMATION FIELDS Pinnacle Foundation Rep air 'APPLICANT NAME (Individual) Robby Brown (972) 251-0018 "APPLICANT PHONE NUMBER 9722510018 COLLABORATORS APPLICANT E-MAIL • Robby Brown VALUATION 5150.00 Pinnacle Foundation Square Footage 2390 Repair ` CONSTRUCTION TYPE VB (972) 251-0018 OCCUPANCY GROUP R-3 OWNERS DOCUMENTS - MISC 01 c initial report 3208 Bridle Ln Connie Revocable 25 29., 10.pdf Trust Allen -bacon DOCUMENTS - MISC 02 BUILDING PERMIT APPLICATION.pdf * ZONING DISTRICT R-7.5 FEE TOTAL PAID DUE Building Permit Fee, ($150.00 $ 150.00 $150.00 $ 150.00 Flat Fee) Simple Alteration TOTALS $150.00 $ 150.00 $ 0.00 READ AND SIGN 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 Page 112 MYGOV.us 25-0D4187, 11?1912025 at 3:39 PM Issued by_ Courtney Cogbum Adam A. Green, P.E. (rX), MBA CROSSTOWNAnstm � �a � Fort Worth I HR on Sau Antonio I Wwo (469) 751 7694 rn==to n�nee .our n,� ��.ERxK.ER.,IKOHEA.�dnoK,RrrEON PROVIDE SIGNED AND SEALED LETTER aTr OF ORAPEVIxE FROM REGISTERED ENGINEER TNISPADF aGr FASFFt FOR CONSTRxcnox CONFIRMING SITE INSPECTION AND mwruCT ADD THE eu ww�toANY R ZONING Date: November4, 2025 APPROVAL OF PIER INSTALLATION WHEN oD.I.A.EE WORK IS COMPLETE Orr APPROVED PUNS TO BE KEPT ON THE JOB Attention: Pinnacle Foundation Repair (via email) & Property Owner SITE ATALL TINES. 11/17/2025 11 20:37 AM Subject: Pre -Foundation Repair Consultation Report BY: KELLY TAFT TSBPE: 1-3971 Slab Foundation 3208 Bridle Lane, Grapevine, TX FURLONG INSPECTION DIRRSIOR RELEASE DOES NOT APPLY TO CONSTRUCTION IN Good Afternoon: ALL CMINGES MST BE APPROVED Crosstown Engineering (CE) was retained to conduct a review of the limited foundation repair plan prepared by Pinnacle Foundation Repair (the contractor) to determine, in our opinion, if the recommended remediation plan is a reasonable plan of repair based on the relative elevation map provided. The contractor provided a limited repair plan that included the pier locations and pre -lift elevations for the structure for our review. No other information was provided regarding prior engineering reports, recommendations for foun- dation repairs or construction documents relative to this structure. If existing piers are shown in the limited repair plan, their locations were provided by the client and are approximated. We do not certify their performance or exist- ence. If the reader would like to determine if they are present, they most contact the owner or contractor to obtain an engineering certificate for them. CE has not performed a visual inspection of the structure. The slab -on -grade foundation has settled towards the areas where piers me located on the limited repair plan and physical damage is present which indicates a need for remedial measures according to the contractor. Pinnacle Foundation Repair has recommended performing the following in the approximate locations of the structure as indicated on the limited repair plan: • Install 7 total exterior pilings. • Install 38 LF of 4" PVC surface drain with (7) 1'xl' catch basins and 90 LF of exit line, tunnel under side- walk and exit to street via core curb (optional). The foundation repairs are to meet or exceed the 2021 IRC. Upon review of the elevation drawing and based on the contractor's evaluation of the property, we believe the pro- posed limited repair plan to be a reasonable and limited repair. Expectations and Additional Recommendations: This report provides our reasonable professional opinion of the condition of the foundation on the date of the inspec- tion by the contractor and is based on the data provided to us and does not take into consideration any changes in the condition of the foundation or soils after that date. The contents of this report supersede any verbal comments made regarding the structure before, during or after the inspection. Although document review is an integral part of the foundation repair process, we recommend obtaining a visual inspection by a licensed engineer. CE can complete this visual inspection for an additional fee. This limited repair plan is intended to provide a reasonable repair to improve the performance of the foundation and is not intended to level the foundation. The contractor shall determine the amount of elevation correction needed based on the reaction of the structure during the lift in order to minimize damages and additional stress. Page 1 of 6 - Date: 11/4/2025 ALL CHANGES REQUIRE CnxcTRucnrw NOOR_c m�o U NA RSIACAu OR INSPECTORS APPROVAL OF REVISED APPROVED PUNssrw-L BE rw A.rn.-roo v.r. BB')ataaoSO KEPT rN JOBSITE AT ALL TIMES MorvpaV-SATIIRDAV orvEV PLANS NO NNORISPERARTnEDONSUPIDAY1 I REPoKEGUPoRPERNITEKPIRATIGN Adam A. Green, P.E. (rX), MBA CROSSTOWNArotm I DRIIS I Fort Worth I Ho ton I San Antonio I Wwo (469) 751 7694 SHIMA..ENN� ENGINEERING 1�noN111 �na=to nnn .om Because the structure has endured pre -repair foundation differential movement, residual differential elevation and perceptible floor slope or other noticeable issues may remain following the foundation repairs. Damage to the struc- ture may arise during the foundation repair installation activities. The soils beneath and surrounding the structure are known to shrink and swell as the seasonal soil moisture content fluctuates. Moving forward, we anticipate that some cracks in the interior and exterior walls will surface due to seasonal movement within the soils, even after foundation repair. Periodic repair of this type of cracking may be needed. A foundation and yard watering and foundation maintenance program will help control seasonal movement. It is important that the soils be stabilized and maintained with grass or ground cover around the perimeter of the structure. In addition, tree and shrub removal or root barrier installations are advisable if trees or bushes are observed to be close to the foundation. Tree roots can cause "heave" or settlement of the foundation where roots grow and absorb moisture over time when planted close to the foundation (tree roots extend approximately as far or further than tree limbs). Maintaining the soils around the structure to slope away from the foundation to prevent excessive pending near the foundation in areas that are not already sloping away will help prevent future foundation movement. We recommend that a full gutter system with gutter extensions be maintained to discharge a minimum of 4 feet from the foundation (not in landscaped flower beds or any other location that will trap water near the foundation). Ponding new the foundation can cause "heaving" (upward movement of the foundation), settlement of the foundation due to overly saturated clays soil or erosion of soil embedment wound the foundation. If the owner, at any time, observes standing water near the foundation, we recommend that they consult with an engineer or a drainage contractor immediately. We recommend pre -lift and post -lift plumbing tests be performed on the sewer and potable plumbing lines. All leaks shall be repaired immediately. CITY OF GRAPEVINE THIS PAGE OR FAFF/1 FpR CONSTRICTION RELEJ,SE Do CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 11/17/2025 11:2142 AM BY: KELLY TAFT TSBPE: 1-3971 PROVIDE SIGNED AND SEALED LETTER FROM REGISTERED ENGINEER CONFIRMING SITE INSPECTION AND a N APPROVAL OF PIER INSTALLATION WHEN r EMENTS OR POOH[ RISNror-wnY WORK IS COMPLETE ALL CHANGES MOST BE APPROVED. Page 2 of 6 - Date: 11/4/2025 Adam A. Green, P.E. (EX), MBA CROSSTOWNAustin I Dalla I Fort Worth I HEAon I San Antonio I R"azo (469) 7517694 .,RIMINU..NINNEENTNG I NONE A INARDWHONINNE ECIWN .oW W.crnaBtnnnsn�nnnnn�.Com Disclaimer: We do not warrant the future performance of the subject foundation and the reader is urged to review the Disclosure & Disclaimer for other limitations and standard recommendations. The limit of liability is limited to the fee paid for this opinion. No further agreement shall be made, altered, or varied except by written instrument. This report has been completed to document the repairs to be implemented by the contractor. Neither Crosstown Engineering nor Adam Green, P.E., are responsible for liability to the owner or others for acts or omissions of the contractor to carry out the repairs in accordance with their agreement or for the construction means, methods, tech- niques, sequences, procedures or the safety precautions incident thereto. The contractor is solely responsible for the warranty of the work they performed in accordance with their agreement. Please see the pier specifications and limited repair plan for more information Sincerely, _,-- aN OF 7E�S 111 Crosstown Land Development Services 0�P`E . 15 Texas Engineering Firm (F-15944) I ...EFppMp GREEN Adam Green, P.E., MBA Professional Engineer (TX #116597) 11/04/2025 11�9 IN.A ?— = CITY OF GRAPEVINE TZS PAGF RFIpe SFO FOR CON ORIIfTON EASE DOECONFLICT WITH TH E ODE OR ZEDING ORDINANCE CITYAAPPROVEDSPILANSa FPT ON THE JOB SITE AT ACL i 11/17/2025 11:21:48 AM BY. KELLY TAFT TSBPE: 1-3971 PROVIDE SIGNED AND SEALED LETTER FROM REGISTERED ENGINEER CONFIRMING SITE INSPECTION AN D . B—SEuo� NOTAPPLY TO CONSTRUCTO N APPROVAL OF PIER INSTALLATION WHEN CASEMENTS OR PBBEe RIONTaC-WAY WORK IS COMPLETE ALL CHANGES MOST BE APPROVED. Page 3 of 6 - Date: 11/4/2025 Adam A. Green, P.E. (EX), MBA CROSSTOWNAnstm I Dall'S I For Worth I Ho ton I San AmmTio I Wwo (469) 7517694 E,RMURAL ENGINEERING INR,Ea.WNdnoNINK.EERUDN .croasto neerr�.�om DISCLOSURE & DISCI APYIFR It is known to knowledgeable professional engineers that the soils in this area are subject to movement due to expansion, con- traction or densifrcation of the soils etc. This soil movement could possibly cause the foundation to move after the remediation plan within the attached report has been implemented and may impact the stability of the foundation and cause damage. NO WARRANTY IS EXPRESSED OR IMPLIED BY THIS ENGINEER AS TO THE PERFORMANCE OF THIS FOUNDA- TION OR THE REPAIRS THERETO. Diligent foundation maintenance to maintain consistent soil conditions along the perim- eter should reduce further problems after the recommendations within this report have been implemented. However, seasonal moisture variations, water leaks, erosion and other factors may affect the stability of the foundation and put it in danger of further damage. REPORT LIMITATIONS This report is written for informational purposes only and rs not intended to be a detailed technical evaluation of the property or an inventory of defects. The opinions expressed in this report are based on a visual evaluation of current conditions observed at the time ofthe inspection. THERE IS NO WARRANTY, EXPRESSED OR IMPLIED, CONCERNING THIS ENGINEERING REPORT. The information in this report supersedes any verbal comments, expressed or implied, made by Crosstown Land Development Services or its principals, agents or employees. The client agrees that neither CLUB nor its employees or owners will be respon- sible for: 1. Knowledge of the subsurface conditions without extensive geotechnical data obtained from onsite drilling and testing of the recovered samples, 2. Knowledge of cracks, vertical differential displacement of floors without uncovering of the floor by the client; and 3. Any other element such as joists or beams and other structural members that is boxed or otherwise not readily available to CE for viewing, and releases CE from any liability attributable to such knowledge or conditions. Any prescribed repair or maintenance plan detailed by this report is based on observations of apparent performance of the facility at the time of this structural survey. Compliance with any code or specification other than as expressly noted is specifically excluded. The provided Floor Elevation Map and resulting recommendations are based on conditions as they now exist and DOES NOT IMPLY OR WARRANT THAT OTHER PROBLEMS AND OR AREAS MAY NOT MANIFEST IN THIS FUTURE. This report was prepared expressly for the client and expressly for the purposes indicated by the client. Permission for use by any other person for any purpose, or by the client for different purpose is denied unless otherwise stated in writing by CE. CE SHALL HAVE NO LIABILITY FOR ACTS OR OMISSIONS BY THE CONTRACTOR OR HIS SUBCONTRACTORS PERFORMING WORK ON THIS PROJECT, OR THE FAILURE OF THE CONTRACTOR TO PERFORM THE WORK IN ACCORDANCE WITH THE REPAIR PLAN. CE IS NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METH- ODS, TECHNIQUES, SEQUENCE OR PROCEDURES OR THE PRECAUTIONS INCIDENTAL THERETO. CE expressly DISCLAIMS ANY WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE and the client expressly dis- claims that it has contracted for or received any warranty of fitness for a particular purpose with respect to this report. THE r REPORT UNDER THIS AGREEMENT IS THIS OPINION OF CE AND THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THIS FACE OF THIS AGREEMENT. ` „ _ , PROVIDE SIGNED AND SEALED LETTER FROM REGISTERED ENGINEER CONFIRMING SITE INSPECTION AND APPROVAL OF PIER INSTALLATION WHEN WORK IS COMPLETE CRY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL LIMES 11 r172025 11:21 58 AM BY: KELLY TAFT TSBPE: 1-3971 Page 4 of 6 - Date: 11/4/2025 DOES NOT APPLY TO CON STRUCTIN EADENSENTS OR PUBLIC UGHTOC WAY ALL CHANGES MU AT BE APPROVED. OMMM� mmmmm TRANSITION PIER SYSTEM EXISTING GRADE LEVEL GRADE BEAM —�—E it STEEL SHIMS INSTALLED FOR PRECISE LEVELING PRE CAST CONCRETE CYLINDERS 6"X12" A CONCRETE CAP E PROVIDES GREATER SURFACE AREA PRE CAST CONCRETE CYLINDERS 6"X12" (PRESSED TO POINT OF REFUSAL) i a n IE STEEL CABLE ANCHOR (PREVENTS HORIZONTAL DISPLACEMENT] rn z a X \ PROVIDE SIGNED AND SEALED LETTER `L' STEELTRANSTION PLATE FROM REGISTERED ENGINEER CONFIRMING SITE INSPECTION ANO APPROVAL OF PIER INSTALLATION WHEN WORK IS COMPLETE CITY OF GMPE r 3208 BRIDLE LN. TNISP^A ERELEASEDFORi 14STRU ON 2-7/8" OUTER STEEL PIPE GRAPEVINE, TX RELE°NFLII WITHTHEBUILENG E°R, 2-3/8"INNER STEEL PIPE CITY APPF WED PLANS TO DE PTON IE JOE SE'Of 7[1AA�1 J SITE AT ALL PA ytP WS IAAI ja 1yl17/2025112'. 32 AP ppµ10. GREEN . ,1 BY KELLY TAFT TB SET i i71 %q , 1�6597 %WSJ RICTION REDUCTION PLATE voaizozs %<'`froENSg.. AAAA4�.��:. E�4 _ Crosstown Engineering ` }• + _ Texas Engineering Firm 6119 Greenville Ave, Ste 320 Dallas, TX 75206 BEDROCK Adam A Green, P.E. (TX), MBA CROSSTOWNAustin I Dallas I Fort Worth I Houston jSan Antonio I Warn (M9) 751-7694 ind.NRLLE KnotIXO oYYv.CrYRPtJwnE1ginrcnng.com Lunentl Reel Vansftion Diar ad and per •optonai vier Qaonolube I, concreM Dier 0hi px OplowlccumakaN 0Dnd and block Q mumpier inhimm PMr 9 reRmw Paint Qspreadfooting — wood bean, pip ----- not pleb 41111111111111 french do urfashaim _i exa pipe �,itchbasi cain 0sump Dump 1F undomfow WOLF. emnne, In.n3n Fsuda«dminw > rxr catch bnains.4• we Tunml undersidemlk [om curb eulto sheet PROVIDE SIGNED AND SEALED LETTER FROM REGISTERED ENGINEER CONFIRMING SITE INSPECTION AND APPROVAL OF PIER INSTALLATION WHEN WORK IS COMPLETE CITY OF GRAPEVINE TIES TAFF RFI USED FOR CONSTRI ICTION ORDINANCE rm APPROVED PLANS TO BE KEPT ON THE JOB, SITE AT ALL TIMES. 11/17/2025 11:22:48 AM BY: KELLY TAFT TSBPE: 1-3971 ALL CHANGES MUST BE APPROVED. PLEASE NOTE: THIS DRAWING M PROVIDED FOR PRELiMIVi ARY PERMITTING AND CONSTRUCTION PURPOSES ONLY AND IS A LIMITED PLAN OF REPAIR. ADDITIONAL WORK MAY BE NEEDED ONCE THE FOUNDATION WORK HAS BEGUN NASED ON THE PER-FORMANCE OF THIS LIMITED PLAN OF REPAIR- CROSSTOWN ENGH9EERINGHAS PROVIDED REVIEW OF THIS LIMITED PLAN OF REPAIR AND IT IS OUR OPINION THAT IT IS REASONABLE AND SAFE FOR THIS STRUCTURE. IF INTERIOR PIERS ARE SHOWN ON THIS DRAWING THE CONTRACTOR WILL PLACE THEM CASED ON TINE LOCATIONS OF GRADE BEAMS, PLUMBING LINES AND POST TENSION CABLES, THEREFORE, THE LOCATIONS SHOWN ON TDIS MAP ARE APPROXIMATE. THE CONTRACTOR SHALL PROVIDE THE MEANS -AND -METHODS OF THIS INSTALLATION. ADDTTIONAL REPAIRS MAY BE REQUIRED UPON REVIEW OF THE STRUCTURE BY CROSSTOWN ENGINEERING. THIS IS A PROPOSED SCOPE OF WORK AND DAS NOT BEEN COMPLETED THEREFORE WE DO NOT CERTIFY ANY EXISTING OR PROPOSED FOUNDATION REPAIR WORK ON THIS MAP AT THIS TEVNE. IF THE READER WOULD LI TO BE CERTAIN THAT ANY PROPOSED OR EXISTING REPAIRS HAVE BEEN COMPLETED TBEY MUST REQUEST AN ENGINEERING CERTIFICATE FOR THE SUBIECT FOUNDATION WORK FROM THE FOUNEATIONREPAIRCOMPANY. 3208 BRIDLE L.N. GRAPEVINE, TX SveiE OF T \4 j /Vh/I/fr s91P.��93`ylly 1llµtA OMEEN .• 116597 11/04/2025 ` �° 11�:SYCENS�'O� d`TfONPI� Crosstown Engineering Texas Engineering Firm (F-15944) 6119 Greenville Ave, Ste 320 Dallas, TX 75206