The URL can be used to link to this page

Home My WebLink AboutMFA2026-001510S RECEIVED: 04/27/2026 rr 26-001510 "GRAPEVINE STATION APARTMENTS & COTTAGES"; ATE F ISSUANCE: 11022 TEXAN TRL BUILDING #3 FOUNDATION REPAIR PERMIT #: BUILDING PERMIT APPLICATION 9t JOB ADDRESS: hv� Ji 4\ ''gym„ • " oil,, .. _ � x L BLOCK: IV S \: BUILDING CONC•I (company name): i2A, CURRENT MAILING ADDRESS: rsA __. P :# CITY/STATE/ZIP: ?� (f —� Fax OWNER.PROPERTY .. .� CURRENT MAILING ADDRESS: .1 CITY/STATE/ZIP: CUivw;rle 7R . • E NUMBE __. PROJECT VALUE: $ FIRE SPRINKLERED? YES NO WHAT T ? ELECTRIC PLUMBING MECHANICAL — DESCRIPTION OF WORK T 1 USE OF BUILDING OR STRUCTURE: ar' . LL' 1 " n BUSINESS:NAME OF (4` Total Square Footage under roofs - S uare oota 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, a1lterations and additions) 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 ents of the Texas Department of Health. (REQUIRED FOR DE LITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC UILIG) 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 AT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOROBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND R FEDERAL AGENCY(S). I A E: SIGNATURE ENE#: IF PREFERRED TO BE CONTACTED BY E-MAIL THE Construction T°,;kc: �4r^°� .� Permits TValuation: COMPLETEDY THE BUILDING INSPECTION DEPARTMENT,..Aal to I , FOLL OWING NG Setbacks ��rov .•sue cc na cy Groin~ ` „_ Fire Sprinkler: YES O Front: Electrical, " Division: uildi De �t : Left: Plumb'g Zo inm:: Building Width: 1 Rear: Mc,anical Occu:Load: Grease Tray .F I=\ t: , o Plan Review AID proval: la..l .., ate Building Permit Fee: Site Plan Approval: ate: Plan Review Fee: Fire Department, ate: Lot Drai a,�.e Fee: Public Works Department: ate: Sewer Availa ilia ate: Health Department: Date, Water Availability Rate: Approved for Permit: ate: Total Fees: Lot . Drainage Submitt ed: Approved: Total Amount e: P 0 BOX 95104. GRAPEVINE, TX 76099 (617) 416.3165 0 F69MSIOSPERMITAPPUCATIONS tini-ftav 51104,,1iOB,2107 1 V094111,2,In City of Grapevine PO Box 95104 Alteration Grapevine, Texas 76099 17) 410-3166 Project Description; Foundation Repair(Building 3 a)1p' Units '°Gra evine Station Apartments Cottages" p P 9 t. [ELECTRONIC REVEIVVJ Issued on: 05/07/2026 at 9:04 A ADDRESS INSPECTIONS 1 1022 Texan Trl., 3 Grapevine, T 76051 1 •Building Final LEGAL INFORMATION I Cgrapevine Station Blk 4 `*APPLICANT NAME (Individual) WILLIAM THO AS Lot 2ra S **APPLICANT PHONE NUMBER 817-561-9339 Grapevine Station Lofts APPLICANT E-MAIL 56 Unit Apartment GRAPEVINE STATION APARTMENTS Complex *'NAME OF BUSINESS AND COTTAGES PERMIT HOLDER VALUATION 415 William Thomas Square Footage 2432 Accurate Foundation Re Acreage 3 pair, LLC (817) 561-9339 hat is use of Building/Structure? MULTI FAMILY -APARTMENT building COLLABORATORS* CONSTRUCTION TYPE V William Thomas * OCCUPANCY GROUP -2 Accurate Foundation PIDIAGRA UILIG3.f, Repair, LLC DOCUMENTS - MISC 01 PERM ITAPLICTI1022TEX TAI (817) 561-9339 L UILIN 3.pdf 1022TexanTrl. uld.3Apr112026Initial ep OWNERS DOCUMENTS - MISC 02 ort.pdf a h Grapevine Station * ZONING DISTRICT - F-1 Llc TENANTS FEE TOTAL PAID DUE • Grapevine Station Building Permit Fee, ($150.00 150.00 $ 150.00 $ 150.00 Lofts Flat Fee) Simple Alteration (513) 721-2799 TOTALS 150.00 150.00 $0.00 READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF Y KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND I COMPLIANCE WITH THE CITY OF GRAPEVINE ORDINANCE REGULATING _.- Page 1/2 MYOOV.US 26-001510, 05/07/2026 at 9:04 AAA Issued by: Amanda Robeson III • i r N IIIO . i "' U AUIULti,51biLl I T i i ITHE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL .• APPROPRIATESTATE AND Oi ■ .. x May 07, 2026 Signature Date City of GrapevineBuilding Multi -Family I r i Project # 26-001510 NOTICES 1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE. "ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) City Approved Stamped Plans must be on -site for ALL INSPECTIONS. 3) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION MET (17) 10-3010, CUT OFF TIME FOR A,M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M. > PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION IL IN THISOFFICE. Page 2f2 RECEtVED04[2712026 41 26-001510 "GRAPEVINE STATION APARTMENTS & COTTAGE 9' 1022 TEXAN TRL BUILDING #3 RCP ENGINEERING, INC, FOUNDATION REPAIR F fRNI,- F- 10269 . ........ .. 1.M,,j . .......... . .. . ..... .... 170,6'liENTWORTH PLACE SUITE 150P-A'NO TEXAS 7-075 PXIONE (469� 4874)tA7' N1ALL CHANGES I X*"PROVALAOF RENTE-Ct PL... .... ..... April 11, 2026 ACCUrate Foundation Repair. L.L.C. 5817 E. BerTy Street Ft, Worth, TX 76119 Attw Mr, Bill Thomas R e: Repair Man Review Grapevine Station Apartments 1022 Texan Trail Building 43 Grapevine, TX 76051 . ......... .. PROVIDE VGli"4ED Atqr) SEOtt ,,,EC LE'TT'Ll-R FFIOP0 $-ZEGSSTER-NGEFs'. CONFRA-M,!G SITE', NSPECTIV,4 ANC,, 10 PRZ OV A 1. 0 F' P i E, R, if IES 7 A L L AT 1� 0 NZ I N H Dear Mr. Thomas, Y,,! 0 R K I S C 0 KIP L. F-Irfn tl,��NDAY �;A F D L�Nl SOP, (8 17 4110 -3010 In accordance with your reqUeSt, a fOUnclation Inspection was conducted at the above referenced address and the proposed repmr plan was, reviewed. Based or) the provided docurnentation the u,,-pair plan suitabli,, to address 1,he corlditions of foundation distress at the; above, referemced building has been developed. The repairs meet or exc(-,fxi rhc� requirements of the 2021 IBC, The attached report (,,,waivates the data collected during the field SUrvey to offer an Independent prok,,>ssional recorTimendabon, Piease contact me if yoLj ljave any questions. Sincerely, Robert C, Pziddock, M, Eng-, P.E. .. ...... .. .. .... . . . . . . . . .. Ar" At the request of Accurate Foundation Repair, Inc, an engineering review of the Pier/Piling Location Diagram was made. The review was limited to an examination of the field notes documenting the conditions of foundation distress, Texas branch of the American Society of Civil Engineers also describes this as a level "B" evaluation. Unless otherwise stated, no soil samples were taken, no soil tests were performed, and no destructive testing or invasive procedures were employed, OBSERVATIONS This StrUCtUre �s a multi -family commercial building with a stab on grade foundation, The examination of the elevation survey and field notes deterrnined that the slab deflection exceeds the standards normally projected for a foundation of this type, CONCLUSIONS The variation of elevation in this fOUndation appears to be the result of settlement of a portion of the outer perimeter of the slab. This settlement was possibly caused by the desiccation of the expansive clay, soils that are known to exist 41 this area Desiccation of file Soils, is usually caused by rnature landscaping, trees and by seasonal cliniate vanations. It is riot unusual to see a sob in the DFW area mow, in rpsponse to r'noisture variations that normally attend sensonal changes. Setflern(,,nt of a forindation that is induced by seasonal considerations usually occurs during the not dry surnmer months when the clay soils dry out to xi del)th of 10 to 15 feet, The drying (desiccation) ocuirs boc�,wso of both sunIcloc, evaporation and transpiration (water being removed from the soils by trees and shrubs), It is possible that portions of a slab fOUndation that have preViOUsly not moved can exile nenne settlement due to desiccation of the soil it portion of the foundation has been previously undoTpinned, those portions should not settle. As soils dry, they sni-ink sand consolidatta. A slab-on-grado foundation usu�allvsettles, UsuaNythewinter ... .... ....... . . nionths are wet so the expansive c1ay sails tend io swefls)nd raise the foundation. ........... . . R ROV�OE St -NE 0 SEALED LE H'.,m S C %'E, ihl S P LEC N 01 "N I Py,.PPROVAL O',F PER, 3�NGTALLA TMIN V", 0 R I s CO M P L E TE 1022 Texai) Pad, Bifldnq 4113, Grapovint,', iX 7 )5 g 4' April 11, 2026 Page 3 RECOMMENDATIONS The affected portion of the foundation of this building can be stabilized from experiencing any further downward movement by the installation of sixty-three (63) exterior steel pipe pilings, located at the approximate locations shown on the attached Foundation Repair Plan. Field conditions (,utility line locations, etc.) may require the adjustment of some of these locations, The steel pilings should be driven to the underlying bedrock Or until they can be driven no deeper, Each piling should have a minimun') working load capacity of 10,000 pounds and a rninirnuni safety factor of two, A steel pipe piling constructed and installed in accordance with the attached details will meet these criteria, After all of the underpinning process Is complete, any voids created below the slab should be filled with a soillcernent grout, if the soil below trie slab is at its normal expanded state, Tihe plumbing system should also be checked for leaks, If it is necessary to add fill dirt around the foundation, all fill shOUld consist of soil with high clay content (not sandy learn, sand. eitc,). Ail foundation repairs should be warranted by the foundation repair contractor to insure against future downward movement of the fOUndation, Properly installed piers will take out the downward portion of the seasonal up and clown movement. Unoorpinning afoundation only prevents future downward MOVeMent frorn OCGL!rhng; tiowever. piers canriot prevent expansive clay soils from upheaval. The DFW rnetroplex is known for its expansive clay soils. Soil upheaval ril"'iny tanes ;s c'aused by water beino allowed to pond near a fuundatiori. This is why It is essential that the built: ng owner ensure that the grouncisurface around the entire foundation be sloped to allow water to flow rapidly away from the foundation. it is recommended that the qr0Und 5urface be sloped at a rate of one inch per linoar toot. The ground surface near the foundation should be sloped to drain away from the structure at this ralk, for a distance of at f(,.,agt H to 8 feel There should be no place inround the ;,:ier-irnu cif fi')e building whor(; wa!(xr is NIOWCAO 10 j)Ond r1cZ1r the foundation. All rain gutter downsp()uts nted to be posrtioned to discargc the water froin the fouroation or Erato an ur-,derground pipe collection systern, 1022 Texan Tnad801clinc 43. Grapevine, TX 76051 i PROWDE SIG 'NIED AND SEA.LEED L:,:,TTUR FRONI RE(_'�.;STERED E�NGHM ER APPROVAL QF PIER NiSSMALLATII",'N VVNEN' 1,%—OR K IS CC4'14PLETE T The building owner must institute a watering program that will keep the sub surface soils around the foundation at constant moisture content, year round, Watering should be done in such a manner that the water penetrates the subsurface soil several feet deep, especially in the dry seasons. This will help to minimize (not eliminate) additional seasonal foundation movement, If the building owner has any question concerning this, fie should call the undersigned for additional information, This Repair Plan Review was not intended to be all inclusive but was limited in scope to a review of the elevation survey, field notes and repair plan for the areas of the foundation that are, to be Underpinned, This report is based on the provided documentation and the repair plan is in accord with generally accepted industry practice for the repair of foundations, No foundation warranty is expressed or irnpl�ed by this report. Please contact me if you have any questions concerning this report, Sincerely, Robert C. Paddock, %I Eng., P.E. Attachments: F OUndation Repair Plan Pier Detail .. ......... . ..... ... ......... . . i� MGNiFD AND LETTER FRON", EHNUNEER CO,Nr0'ZMP4G &TE IMS'PEC'EON AND ArPROVAL OF PER, iN S TALLAMN" V�TEN' WORK iS 1022 Tfjxan Trmt Biklm( 43, TX 7(0�)j f, *j�f R C P E N4 G 1 NJ E: E FT I NJ G, 1 N4 C. num# F vuzm 1 701 WENTWORTH PLACE. SuGE 1 50 PLANM '%XAS 75075 PFUME W691 4806 1 66 VAX 9721 98b 0959 - I .� AV E � - - V A, . ^ .... ........ . ... 'n A jot K to 2 1 M ZIA I v) m a FROM F,—GST, PEE; ENIGINEER SIT C iNSPE(,Ti% AND APPROV,4L OF MER M';"AU-A'M(,tt4 VIHE;N WORK T CORTLETE . . ........ . ... . . ....... ........ ... . ....... . . . . . ..... ......... ........... .... -,-- .. ........ w ID jp 0(4 w ul . . . .. ................. ................. RCP ENGINEERING, INC. i - t F-" r, " #7 r - 1 r3 ,, c' C) 1 '7 (3 5 V11 E N T'VVIC) R T P i P i - AOU'- 13,-ATE 1 50 P�-ANMI, TEXA75075 S FIHCJN�� (469� FAX �91/21 gs" 0959 � . �, , �: =: " � I , � �' 1 11 - F VOID A FOIL UNKN[.*IWN DEPTH TO BEDROCK BEDROCK OR LOAD BEARING STRATA ZaTE INSPE—CTiw"N APPIROVAL Or P'�E�R R,JSTALL,'�,T�ON' V�CONIPLE-"E' . ........... SUPPORT BRACKET (TYPICAL) 30-60 INCHES STEEL PIPE MINIMUM 2 7/8' NOMINAL O.D 02i6' MINIMUM WALL THICKNESS <-- 6-6' LONG STEEL COUPLING MATERIALS SPECIFIED ARE SHOWN AS MINIMUM REQUIREMENT S 1022 Texan Trail Building #3 Grapevine, TX 76051 '(S ' RCP ENGINEERING, INC. Gt,IEDAND SEALED U'E TTER, APPROVAL OF FtER INSTALLATICIN �s COMPLETE" ti 0-n N);u a) m CD Z c -4 M0 rTi Sri„ n ;;-; m Z X m -u w m N > c < CD F 2 t'j C) m z (h O 90 0 Vk U)