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Home My WebLink AboutSFRA2025-003773RECEIVED: 10/02/2025 "T 15 DATE OF I55UANC 25-003773 3531 MARSH LANE FOUNDATION REPAIR (14 PIERS) PERMIT #: 25-003773 ELECTRONIC REVIEW BUILDING PERMIT APPLICATION (PLEASE PRINT LEGIBLY - COMPLETE ENTIRE FORM) JOB ADDRESS: 3531 Marsh Lane SUITE # LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): Pinnacle Foundation Repair CURRENT MAILING ADDRESS: 601 Dickey Rd CITY/STATE/ZIP: Grand Prairie, TX 75051 PH: # 972-251-0018 Fax # PROPERTY OWNER: Richard Rawlins CURRENT MAILING ADDRESS: 3531 Marsh Ln CITY/STATE/ZIP: Grapevine, TX 76051 PHONE NUMBER: 817-456-4487 PROJECT VALUE: $10540.80 FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: Install 14 total pilings USE OF BUILDING OR STRUCTURE: Residential NAME OF BUSINESS: Pinnacle Foundation Repair Total Square Footage under roof: 2830 Square Footage of alteration/addition: 300 ❑ 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. (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: Robby Brown SIGNATURE PHONE #: 972-251-0018�EMAIL: 19 CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: V g � Permit Valuation: $ I Setbacks ( Approval to Issue Occupanc % Group: R- 3 Fire Sprinkler: YES NO ( Front: I Electrical Division: Building Depth: Left: I Plumbing, Zoning: r�Z - lZ .15 Building Width: Rear: I Mechanical Occupanc% Load: Grease Trap Right: � Hood Plan Review Approval: �,_- Date: Building Permit Fee: 150.00 Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Department: Date: I Water Availability Rate: Approved for Permit: Date: Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: -I50.0o P.O. BOX 95104, GRAPEVINE, TX 76099 (8M 410-3165 O:FORMSIDSPERMITAPPLICATIONS 1/02-Rev.11/04,5/06,2/07,11/09,4/11,2/19 City of Grapevine Building - Residential PO Box 95104 Alteration Grapevine, Texas 76099 T B A 3 817) 410-3166 Project # 25-003773 Project Description: Install 14 total pilings (ELECTRONIC REVIEW] Issued on:10115/2025 at 3:48 PM ADDRESS INSPECTIONS 1 3531 Marsh Ln. Grapevine, TX 76051 1. Building Final LEGAL INFORMATION FIELDS Woodcrest Estates '*APPLICANT NAME (Individual) Robby Brown Addition Blk i Lot 29 A 29 **APPLICANT PHONE NUMBER 9722510018 S220 1 APPLICANT E-MAIL *03600920` VALUATION 10540.80 PERMIT HOLDER Square Footage 2830 Robby Brown * CONSTRUCTION TYPE VB Pinnacle Foundation Rep * OCCUPANCY GROUP R-3 air (972) 251-0018 DOCUMENTS - MISC 01 c Initial Report - 3531 Marsh Lane 9.30.25.pdf COLLABORATORS DOCUMENTS - MISC 02 BUILDING PERMIT APPLICATION 3.pdf • Robby Brown ZONING DISTRICT R-12.5 Pinnacle Foundation Repair FEE TOTAL PAID DUE (972) 251-0018 Building Permit Fee, ($150.00 $ 150.00 $ 150.00 $ 150.00 OWNERS Flat Fee) Simple Alteration • Richard H Rawlins 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 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). Page 112 MYGOV.US 25.003773, 10115,12025 at 3:46 PM Issued by: Courtney Cogbum APPRovED PLANS SHALL Be ALL CHANGES REQ UIRE KEPT ON J""TEATALLTIMEl APPROVAL OF REVISED PLANS Adam A. Green, P.E. (M, MBA CROSSTOWN Austin I Dallas I Forc R'orrh I Fbustrm I San Antonio I Li'aco (469)751-7694 x onei mnv.Crosstrnm&igineeavg.com sxucruxuwemmaxxlxox[a roxxoxnaxueramx on a 8 ao � k Date: September 30, 2025 F • jFNf �. wmw»x ¢ n Attention: Pinnacle Foundation Repair (via email) & Property Owner o y 800o Subject: Pre -Foundation Repair Consultation Report ID1142025355 48 PM £; Slab Foundation BY'. KELLY TAFr TSBPE_ 1-3971 O z 3531 Marsh lane, Grapevine, TX RELENS Gz Good Afternoon: ... CHANGES xusrxE nrwovEo. Crosstown Engineering (CE) was retained to conduct a review of the limited foundation repair plan prepared by Q e Pinnacle Foundation Repair (the contractor) to determine, in our opinion, if the recommended remediation plan is a g o w 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 o for our review. No other information was provided regarding prior engineering reports, recommendations for foun- Elation 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 ex- istence. If the reader would like to determine if they me present, they must contact the owner or contractor to ob- tain 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 are 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 perforating the following in the approximate locations of the stiuc- tme as indicated on the limited repair plan: • Install 14 total pilings (6 exterior, 8 breakouts). • Add 1 angle iron. 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 proposed limited repair plan to be a reasonable and limited repair. Exoecwtions and Additional Reco n ndations: This report provides our reasonable professional opinion of the condition of the foundation on the date of the in- spection 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 com- ments 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. 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. PROVIDE SIGNED AND SEALED LETT� REGISTERED ENGINEER CONFIRMIN 6 of 5 - Date: 9/30/2025 INSPECTION AND APPROVAL OF PIER INSTALLATION WHEN WORK IS COMPLETE Adam A. Green, P.E. UX), MBA CROSSTOWN.Susan, Dallas, Fore R'orrh I trouston I San Antonio, Waco (469)751_7694 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 struc- ture. 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 ab- sorb moisture over time when planted close to the foundation (tree mots extend approximately as far or further than tree limbs). Maintaining the soils around the structure to slope away from the foundation to prevent excessive ponding near the foundation in areas that are not already sloping away will help prevent future foundation movement. We recom- mend 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 near 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 around 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. 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,e'�syyf Crosstown Land Development Services Texas Engineering Firm (F-15944) ��/ IIICCC/// ApgM A. 11 E .1 L q� 1165970 cif Adam Green, P.E., MBA t �siOEN NAS�N=� ' Professional Engineer (TX #116597) 9/3025 xiciN PROVIDE SIGNED AND SEALED LETTER REGISTERED ENGINEER CONFIRMING SITE INSPECTION AND APPROVAL OF PIER] P, ge 2 of - Date: 9/30/2025 INSTALLATION WHEN WORK IS COMPLETE an�o .moo. TMF ��a ra14rz0254:0759 PM BY. KELLv TA TSBPE-13 71 Adam A. Green, P.E. UXL MBA CROSSTOWN.Bustin, Dallis, Fore IVANI I HovtANC San Antonio, Waco 1469, 751.7694 DISCLOSURE & DISCLAIMER It is known Be knowledgeable professional engineers that the soils in this area are subject to movement due to expansion, con- traction or densificafion 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 FOUN- DATION OR THE REPAIRS THERETO. Diligent foundation maintenance to maintain consistent soil conditions along the perimeter should reduce further problems after the recommendations within this report have been implemented. However, sea- sonal moisture variations, water leaks, erosion and other factors may affect the stability of the foundation and put it in danger of bother damage. REPORT LIMITATIONS This report is written for informational purposes only and is 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 of the inspection. THERE IS NO WARRANTY, EXPRESSED OR IMPLIED, CONCERNING THIS ENGI- NEERING 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 CLDS nor its employees or owners will be re- sponsible for: 1. Knowledge of the subsurface conditions without extensive geolechnical 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 twit - BY 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 RAPLY OR WARRANT THAT OTHER PROBLEMS AND OR AREAS MAY NOT MANIFEST IN THE 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, METII- ODS, TECHNIQUES, SEQUENCE OR PROCEDURES OR THE PRECAUTIONS INCIDENTAL THERETO. CE expressly DISCLAIMS ANY WARRANTY OF FTfNESS FOR A PARTICULAR PURPOSE and the client expressly disclaims that it has contracted for or received any warranty of fitness for a particular purpose with respect to this report. THE REPORT UNDER THIS AGREEMENT IS THE OPINION OF CE AND THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE OF THIS AGREEMENT. CITY OF GREFEENE SITE AT ALL HIMES PROVIDE SIGNED AND SEALED LETTER 1 Oil 412o2540832 PM BY KELLY TAFTTSBPE 1-3971 REGISTERED ENGINEER CONFIRMING SITE INSPECTION AND APPROVAL OF PIER Page 3 Of 5 - ate: 9/30/2025 INSTALLATION WHEN WORK IS COMPLETE A a J U w 7 Z d x w y �Zom TRANSITION PIER SYSTEM EXISTING GRADE LEVEL GRADE BEAM -� STEEL SHIMS INSTALLED FOR PRECISE LEVELING PRE CAST CONCRETE CYLINDERS 6"X12" CONCRETE CAP PROVIDES GREATER SURFACE AREA PRE CAST CONCRETE CYLINDERS 6"X12" (PRESSED TO POINT OF REFUSAL) STEEL CABLE ANCHOR (PREVENTS HORIZONTAL DISPLACEMENTI STEELTRANSTION PLATE PROVIDE SIGNED AND SEALED LETTER REGISTERED ENGINEER CONFIRMING SITE INSPECTION AND APPROVAL OF PIER INSTALLATION WHEN WORK IS COMPLETE K 2 - 718"OUTER STEEL PIPE 2 - 3/8"INNER STEEL PIPE FRICTION REDUCTION PLATE DIDYAPPROBED LI-kNR TO BE KEPT DI SIFLEATALLTIMES 19114/2025 4 08 44 PM BY: KELLYTAFTTSBPE 1-3971 BUILD GIRUPECDONDIVISLAN 3531 &FXH (ff10 ED GRAPEVINE, TX /nl % A, I/1 G 1/ POgM P. RI 9.30.25 ///�Ih�oT.S ceRSE Transition Piers L2� M 1 r 1 rE ostter -oe -1vV oz -0A -0.5 -0 5 0.5 Bath — 00 0.0 0 Adam A. Green, P.E. (1X), MBA CROSSTOWNAustin I Dallas I FOR Werth I BOnftnn IS. AntmI I WHITES (469) 751-7694 nsucru.uawUsmm.I............cne. sE,vV,.(SnsxRFVRE.gineerin,,. Legend Angle Iron Added to Piling Exterior Concrete Breakout Interior Garege Concrete Breakout ! Steel Transdon Pilings DEFY OF G�PEVINE THI C PAGE RELEASED FOR CON STRUCTION CONFLOT SETH THE BUILDING CODE AD MINING ORDINANCE SHE AT ALL TIMES. 10/14/2025 4 08 51 PM BY KEUY TAFT TSBPB 1-3971 EEARMUENTS OR PUBLIC IGHT43FIVEN ALL CHANGES MAST BE APPROVED 0.1 0.0 D.3 �0.2 _0.7 -0.1 ��JIIIIIIII-0.3�IIpII -0.1 -02 0.1 II 0.1 -0.3 --= -- 0.2 rl 1.2 1.1 Garage -62.1 Imo__ 1.3 r 1.q u o I L— EP o.z 0.8 — -o.s 21.3 0.1 -0.2 Kitchen -0.3 0.0 ® OS 2.7 0.4 1.]18 3.005 2.9 I PROVIE E SIGNED AND SEALED LETTER REGIS-FERED ENGINEER CONFIRMING SITE INSPECTION AND APPROVAL OF PIER 3531 MARSH LANE, INSTALLATION WHEN WORK IS COMPLETE GRAPEVINE, TX PLEASE NOTE: THIS DRAWING IS PROVIDED FOR PRELIMINARY PERMUTING PURPOSES ONLY AND IS A DMITED PLAN OF SE OF E REPAIR. ADDITIONAL WORK MAY BE NEEDED ONCE THE FOUNDATION WORK HAS BEGUN BASED ON THE PERFORMANCE OF THIS LIMBED PLAN OF REPAIR. CROSSTOWN ENGINEERING HAS PROVIDED REVIEW OF THIS LIMITED PLAN OF REPAIR AND IT IS OUR OPINION THAT IT IS REASONABLE AND SAFE FORTHESTRUCTURE. /ILL - K---"""eRf GRI IF INTERIOR PIERS ARE SHOWN ON THIS DRAWING THE CONTRACTOR WILL PEACE THEM BASED LOCATIONS OF GRADE BEAMS, PLUMBING LINES AND POST TENSION CABLES, THEREFORE, THE LOCATIONS 9r 116597 SHOWN ON THIS MAP ARE APPROXIMATE. THE CONTRACTOR SHALL PROVIDE THE MEANS -AND METHODS OF 9.30.25 'C"-41.EN�{E THIS INSTALLATION. ADDQIONAL REPAIRS MAY BE REQUIRED UPON REVIEW OF THE STRUCTURE BY`f3%pfj��f CROSSTOWN ENGINEERING. Crosstown Engineering THIS IS A PROPOSED SCOPE OF WORK AND HAS NOT BEEN COMPLETED THEREFORE WE DO NOT CERTIFY ANY Texas Engineering Firm(F-15944) EXISTING OR PROPOSED FOUNDATION REPAIR WORK ON THIS MAP AT THIS TIME. IF THE READER WOULD HKE TO BE CERTAIN THAT ANY PROPOSED OR EXISTING REPAIRS HAVE BEEN 6119 Greenville Ave, Ste 320 COMPLETED, THEY MUST REQUEST AN ENGINEERING CERTIFICATE FOR THE SUMEET FOUNDAION WORK Dallas, TX 75206 FROM THE FOUNDATON REPAIR COMPANY.