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Home My WebLink AboutSFRA2025-001093ADDRESS 1417 Hill St Grapevine, TX 76051 LEGAL Bellaire Addition Blk 12 Lot 8 A 8 S220 12 Bellaire Addition- grapevine Block 12 Lot 8 PERMIT HOLDER Thomas Kidd Structured Foundation R epairs, INC. (972) 484-1200 COLLABORATORS •Thomas Kidd Structured Foundation Repairs, INC. (972) 484-1200 OWNERS •Jared Richardson INSPECTIONS 1 1. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Thomas Kidd **APPLICANT PHONE NUMBER 9724841200 APPLICANT E-MAIL VALUATION 5154 * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-3 DOCUMENTS - MISC 01 1417 Hill Street 3.21.25.pdf DOCUMENTS - MISC 02 1417 Hill St GRAPEVINE ap.pdf * ZONING DISTRICT R-7.5 FEE TOTAL PAID DUE Building Permit Fee, ($150.00 Flat Fee) Simple Alteration $ 150.00 $ 150.00 $ 150.00 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). April 04, 2025 City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Residential Alteration Project # 25-001093 Project Description: Residential Foundation Repair [ELECTRONIC REVIEW] Issued on: 04/04/2025 at 11:38 AM MYGOV.US 25-001093, 04/04/2025 at 11:38 AM Issued by: Connie Cook Page 1/2 FoundationReport Page 1 of 3 Adam A. Green, P.E. (TX), MBA Austin | Dallas | Fort Worth | Houston |San Antonio | Waco (469) 751-7694 www.CrosstownEngineering.com Date: April 3, 2025 Attention: Structured Foundation Repairs, Inc. (SFR) (via e-mail) Subject: Final Report & Inspection 1417 Hill Street, Grapevine, TX Dear Structured Foundation Repairs, Inc. and Property Owner: Structured Foundation Repairs, Inc. (the contractor) retained Crosstown Engineering (CE) to visually in- spect foundation repairs completed by Structured Foundation Repairs, Inc. Crosstown Engineering visited the property, conducted a visual inspection, and determined that all work, including any approved changes, has been completed per our original report dated 03/21/25. Based on information provided by Structured Foundation Repairs, Inc. and visual observations, it appears that the following was performed: x Adjusted 5 existing pilings. x Reset/re-shimmed 1,018 SQFT of the foundation. The elevation data obtained during the inspection indicates the foundation is supported by pilings to prevent further downward movement and may have been lifted. In some cases, the pilings are meant to support the foundation and minimal to zero lift was intentional. We recommend post-lift plumbing tests be performed on the sewer and potable plumbing lines and that any leaks be immediately repaired. This limited repair plan is intended to provide reasonable repair to improve the performance of the foundation and is not intended to level the foundation. The contractor determined the amount of elevation correction needed based on the reaction of the structure during the lift in order to minimize damages and additional stress. If you have any questions or need additional information, please call our office. Sincerely, Crosstown Land Development Services Texas Engineering Firm (F-15944) Adam Green, P.E., MBA 4/3/25 Professional Engineer (TX #116597) FoundationReport Page 2 of 3 Adam A. Green, P.E. (TX), MBA Austin | Dallas | Fort Worth | Houston |San Antonio | Waco (469) 751-7694 www.CrosstownEngineering.com DISCLOSURE & DISCLAIMER It is known to knowledgeable professional engineers that the soils in this area are subject to movement due to expan- sion, contraction or densification 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 foun- dation and cause damage. NO WARRANTY IS EXPRESSED OR IMPLIED BY THIS ENGINEER AS TO THE PERFORMANCE OF THIS FOUNDATION OR THE REPAIRS THERETO. Diligent foundation maintenance to maintain consistent soil condi- tions along the perimeter 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 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, CON- CERNING THIS ENGINEERING REPORT. The information in this report supersedes any verbal comments, expressed or implied, made by Crosstown Land De- velopment Services or its principals, agents or employees. The client agrees that neither CLDS nor its employees or owners will be responsible 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 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 SUBCON- TRACTORS PERFORMING WORK ON THIS PROJECT, OR THE FAILURE OF THE CONTRACTOR TO PER- FORM THE WORK IN ACCORDANCE WITH THE REPAIR PLAN. CE IS NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OR PROCEDURES OR THE PRECAU- TIONS INCIDENTAL THERETO. CE expressly DISCLAIMS ANY WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE and the client ex- pressly 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 WAR- RANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE OF THIS AGREEMENT. FRONT NON-MONOLITHIC NON-MONOLITHIC MONO CONVERTED GARAGE EV EV EV EV EV EV EV EV EV EV EV EV EVEVEV EXISTING VENT (TYP.) CRAWLSPACE ACCESS CRAWLSPACE ACCESS 2A RESET/RE-SHIMMED 1A 5A 3A 0.3 -0.9 4A -0.9 -0.5 -1.0 -0.9 -1.0 -0.9 -1.0 0.4 -0.1 0.2 0.10.3 1.5 1.5 1.6 1.8 1.2 0.4 0.3 0.9 N/A N/AN/A0.20.2 0.0-0.2 0.4 0.1 0.3 -0.3-0.5 -1.4 -0.6 N/A0.4 (-0.5)(-0.8)(-0.8)(-1.0) (-0.6) (0.3) (0.1) (0.2) (0.5)(1.3) (1.4) (0.5)(1.0) (1.5) (0.1) (-0.7) (-0.8)(-0.3) (-0.4) (-0.4)(0.6) (0.7)(N/A) (-0.5) (-1.5) (0.2) (-0.5)(-0.2)(0.0) (0.4)(0.1) (0.2)(0.1)(N/A)(N/A) (N/A) (0.4) (0.3) NON- MONO CROSSTOWN ENGINEERING TBPE FIRM F-15944 - WWW.CROSSTOWNENGINEERING.COM (469)-751-7694 - DALLAS METROPLEX 1417 HILL ST., GRAPEVINE, TX LIMITED REPAIR PLAN *NOT TO SCALE - ALL LOCATIONS APPROXIMATE* PRE-LIFT ELEVATIONS BY CE (3.21.25) POST-LIFT ELEVATIONS BY CE (04.02.25) LEGEND ELEVATION BASEPOINT INSTALLED PAD/BLOCK EXISTING PIER INSTALLED BEAM EXISTING PAD/BLOCK INSTALLED BREAKOUT EXISTING BEAM INSTALLED PIER EXISTING BREAKOUT 0.0 (X.X) x ADJUSTED 5 EXISTING PILINGS. x RESET/RE-SHIMMED 1,018 SQFT OF THE FOUNDATION. CONSTRUCTION NOTE: IF INTERIOR PILING LOCATIONS ARE SHOWN ON THIS MAP THEY ARE APPROXIMATED AND ARE LOCATED WITHOUT KNOWLEDGE OF THE LOCATIONS OF THE INTERIOR GRADE BEAMS. THE CONTRACTOR SHALL MAKE FIELD JUDGEMENTS BASED OFF OF THEIR GRADE BEAM INVESTIGATIONS AND OBSERVED SLAB QUALITIES TO FIELD LOCATE THE FINAL INTERIOR PIER LOCATIONS. FINAL SCOPE CHANGES SHALL BE APPROVED BY THE ENGINEER OF RECORD.PLEASE NOTE: THIS DRAWING IS PROVIDED FOR PRELIMINARY PERMITTING AND CONSTRUCTION PURPOSES ONLY. IF EXISTING PILINGS ARE SHOWN ON THIS MAP, THEIR LOCATION WAS PROVIDED BY THE CLIENT AND IS APPROXIMATE. CE DOES NOT CERTIFY THEIR PERFORMANCE OR EXISTENCE. IF THE READER WOULD LIKE TO DETERMINE IF THEY ARE ACTUALLY PRESENT, THEY MUST CONTACT THE OWNER OR CONTRACTOR TO OBTAIN AN ENGINEERING CERTIFICATE FOR THEM. 04/03/25