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Home My WebLink AboutSFRA2026-001935 ECEIVED: 05/21/2026 26-001935 701 OAK LN FOUNDATION REPAIR 7 7 t 1111 1 V'I PRIN"I I H;ljil N -(INPI EIT FV1 [RI, MIUM City of Grapevine PO Box 95104 Alteration. Grapevine, Texas 76099 817) 410-3166 Project # 26-001935, ProjectDescription: Foundation Repair - Install 14 Pilings; Adjust Existing Pilings Issued on: 06/01/2026 at 11:53 A ADDRESS INSPECTIONS 3 701 Oak Ln. Grapevine, 76051 1, Building Foundation/Footing 3. Building Final 2. Building Pier LakewoodLEGAL Acres Addn INFORMATION FIELDS Bilk 3 Lot 19 A 19 "APPLICANT NAME (individual) Teresa Wise S220 *APPLICANT PHONE NUMBER 62338879 '0168620* APPLICANT E-MAIL PERMITL VALUATION 11000.00 Teresa Wise Square Footage 152 Olshan Foundation Repa * CONSTRUCTION TYPE V it (972) 238-1600 * OCCUPANCY GROUP R-3 DOCUMENTS ISC 01 701 OakLane-OlshanARev2.pdf COLLABORATORS DOCUMENTS ISC 02 701 OakLanePermi plication3.pdf ® Teresa Wise Olshan Foundation ' ZONING DISTRICT -7.5 Repair (972) 238-100 FEE TOTAL PAID DUE OWNERS Building Permit Fee, (150.00 150.Q0 150.00 $ 150.00 Flat Fee) Simple Alteration • Jose Guiterrez TOTALS $150.00 $ 150.00 $ 0.00 READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING CORRECT MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO COMPLIANCE fix■ ORDINANCE + CONSTRUCTION.DiiD THAT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE D_ OF THE CITY OF GRAPEVINE. FURTHERMORE OR UNDERSTAND j a PLANS i AND SPECIFICATIONS Y O ARE HANDICAPPEDNOT REVIEWED FOR THE DESIGN ACCESSIBILITY BY THE CITY AND THAT PROFESSIONAL sj li IS RESPONSIBLE r FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL Page 1/2 MYGOV.US 26-001935, 0610112026 at 11:53 AM Issued by: Amanda Robeson Signature City of GrapevineBuilding si i I Alteration Project # 26-001935 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 METRO (17) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:0 A.M. --- CUT OFF TIME FOR P.M. INSPECTION 11:30 P.M. > PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION IN THIS I . Page 2/2 MYGOV.us 26-001935, 06/01/2026 at 11:53 AM Issued by: Amanda Robeson RECEIVED: 05121/2026 26-001935 3200,.Ailicrest Driie, Suite- 440 701 OAK LN ��DUNAWAY Houston, Texas 77042 FOUNDATION REPAIR P: 832-2410-3771 ..................................... F., 832-240-2724 TBPE #F- 1114 r.corn L i_ C HANG E. c R E 10, U UR F May 19, 2026 A PPRUVAL OF RZVI SEC, P, L A 111 S .............. 01shan Foundation Solutions 1614 Bluebank Road "8 Dallas, Texas 75229 V y Subject* Review for Permit Letter Re: 701 Oak Lane, Grapevine, Texas 76051 Dunaway has reviewed the sketch and the foundation repair system proposed for the subject location. In our opinion, the proposed foundation repair, and adjustment of existing piles, should minimize the foundation settlement at the subject location provided proper installation techniques are used which includes all piles to be installed and driven to the point of refusal. In addifion, the installation is to be per the manufacturer's recommendations, specifications for hybrid segmental pilings FPA- SC-08 latest edition which cat) be found at www. to unda t ionperfornia t ice, org, industry standards, proper foundation maintenance is performed and in accordance with 2021 IRC. A foundation maintenance program can be obtained at the Foundation Performance Association website. The areas that are represented by cross -hatching on the attached sketch are the areas, in our opinion, that will be affected by the proposed foundation repair system, provided the foundation system is of acceptable strength, If the actual strength of the foundation system is found to be inadequate to support the spacing of the piles as shown on the attached sketch, then additional piles may be required to support the foundation. Dunaway appreciates being of service. If you have any questions or require additional information, please contact the undersigned. Regards, 9 Miguel Milla, PE DUNAWAY ASSOCIATES, LLC a Texas limited liability company WTNOV'^-�J 'A k W, I '"d FOUNDATION CONSULTANT: HOMEOWNER'S NAME/ADDRESS: YOLANDA GUITERREZ PHONE: 972-238-1600 701 OAK LANE Since 1933 DATE: MAY 2026 GRAPEVINE, TEXAS 76051 F r oundation ReDair Co. ...................... . . . . . . . . ................ . , M. �'Nf" 141 P f W. 4 °17 f 0 A V3N 1AW_;_N ..WI 0 001 to] [a] wh 6 It x 12" PRE -CAST CONCRETE SEGMENTAL PILE 5000 @ 28 DAYS (MIN) lim-011,064 00,1109 HEAVY DUTY INTERLOCKING STEEL SEGMENTS TO BREAK THROUGH TOUGH SOILS OF "Ic FOR GREATER DEPTH ....................... MIGUEL MILLA 142447 It �/CENS w PILES ARE TO BE INSTALLED AND A� DRIVEN TO THE POINT OF REFUSAL .......... , DUNAWAY ASSOCIATES, LLC 3200 Wilcrest Drive, Suite 440 1 Houston, Texas 77042 Ph: 832-240-3771 1 Fax: 832-240-2724 TBP E REGIS. #: F 1114 FOUNDATION CONSULTANT PHONE: 972-238-1600 14 Since 1933 !DATE: MAY 2026 WFoundation ReDair Co. ........................ ................................. ADJ 14 13 12 11 10 HOMEOWNMS NAME/ADDRESS: YOLANDA GUITERREZ 701 OAK LANE GRAPEVINE, TEXAS 76051 .............. p Ell 2 3 ,ANAI AS" CCATE 32'�� Ovcz—t �-.vo- T-o5 -7C4W ' NOTES UNLESS OTHERWISE SPECIFIED (1) PILES SHOULD BE INSTALLED TO REFUSAL VlHICH. IS DEPNED AS'AlfEN THE EXISTING FOUNDATION START TO HAVE UPLIFT FROM THE DRIVING FORCE EXERTED ON THE PILE. (2) EXTERIOR PILINGS SHOULD BE AT A SPACING NOT GREATER THAN 8 FEET CENTER TO CENTER ON ONE STORY HOIAES,AND NOT GREATER THAN 6 FEET ON T-;'VO STORL ( ?-(CONIES. (2) ELEVATiON READINGS SHALL BE TAKEN BEFORE AND AFTER THE FOUNDATION LIFT. (2) E= INENCATES AREA .AAFECTED BY NE'-/i PILINGS. ELEVATCONS HAVE BEEN ADJUSTED FOR VARIATIONS IN FLOOR COVERINGS, ADJUST E'160NG PILINGS AS REQU"RED, IF ANY, LEGEND *PROPOSED, PIER 0 PIER Wl8RE,AK0,UT X PREVIOUS WORK