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Home My WebLink AboutSFRA2019-5040 (2)DEC 3 0 2019 AUG. 2 8 2020 DATE OF ISSUANCE: L`'` PERMIT #: / ! � 7 V BUILDING PERMIT APPLICATION (PLEASE PRINT LEGIBLY — COMPLETE ENTIRE FORM) JOB ADDRESS: l b3W Hudgins St LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): Structured Foundation Repairs Inc. CURRENT MAILING ADDRESS: 13301 Trinity Blvd. #133 SUITE # CITY/STATE/ZIP: Euless, TX 76040 PH: # 972-484-1200 Fax # 972-484-1215. tPROPERTY OWNER: Jay Powell rURRENT MAILING ADDRESS: 1255 W Hudgins St CITY/STATE/ZIP: Grapevine, TX 76051 PHONE NUMBER: 417-629-6885 PROJECT VALUE: S 7340 FIRE SPRINKLERED? YES NO X WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: install 15 pilings USE OF BUILDING OR STRUCTURE: Residence NAME OF BUSINESS: Total Square Footage under roof: Square Footage of alteration/addition: ❑ 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) 5,1 ❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for 1 & 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: Kevin Karlin SIGNATURE �— PHONE #: 972-484-1200 EMAIL: S CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Permit Valuation: $ Setbacks Approval to Issue f Occupancy Group: Fire Sprinkler: YES NO Front: Electrical Division: Building Depth: Left: Plumbing Zoning: Building Width: Rear: Mechanical Occupancy Load: Right: Plan Review Approval: may__, Date: �I�� Building Permit Fee: / 196 Site Plan Approval: Date: Plan Review Fee: f Fire Department: Date: Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: Total Fees: 1,5;') 06 Lot Drainage Submitted: Approved: Total Amount Due:, �} P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 O:FORMSIOSPERMITAPPLICATIONS 1102-Rev 11/0411/0�/1A'1 flYf ity of Grapevine P.O. Box 95104 Grapevine, TX 76099 (817) 410-3165 Voice (817) 410-3012 Fax BUILDING --- RESIDENTIAL ALTERATION Issue Date: August 27, 2020 PROJECT DESCRIPTION: Foundation Repair PROJECT # (817) 410-3010 WWW.mygov.us SFRA-19-5040 Inspections Permits LOCATION LEGAL 1253 W Hudgins St. College Creek Blk F Lot 14 Grapevine, TX 76051 Portion With Exemption, 50% Of Value CONTRACTOR Structured Foundation Repairs, Inc. 13301 Trinity Blvd. #133 Euless, TX 76040 (972) 484-1200 Phone (972) 484-1215 Fax OWNER James Powell 1253-1255 W Hudgins St Grapevine, TX 76051 AVAILABLE INSPECTIONS ► Building Pier (required) ► Building Final (required) INFORMATION "APPLICANT NAME Kevin Karlin "APPLICANT PHONE NUMBER 972-484-1200 County Tarrant Fire Sprinkler System? N/A Square Footage VALUATION 7340 FEES Building Permit Fee, ($150.00 Flat Fee) Simple Alteration PAYMENTS Structured Foundation Repairs, Inc. (Thomas Kidd) Other on 0812712020 Note: CC2789 TOTAL = $ 150.00 $ 150.00 TOTAL = $ 150.00 ($150.00) NOTICES 1) ALL work must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) A copy of the signed permit and approved plans must be on site at all times. 3) The project address must be clearly posted at the job site. 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). f.. r Signature Date CROSSTOWN Date: December 21, 2019 ALL CHANGES REQUIRE APPROVA�LA/� s/ Adam e�j MANS Tampa: (813) 702 -339r a11as/Ft. Worth ((46699) 751-7694 BE KEPT ON JOBSITE AT ALL TIMES Attention: Structured Foundation Repairs, Inc. (via e-mail) Subject: Structural Foundation Initial Inspection Report 1255-1253 W Hudgins St., Grapevine, TX. 76051 To Whom It May Concern: CONTRACTOR SHALL CALL FOR INSPECTIONS: (817) 410-3010 CONTRACTOR REGISTRATION WILL BE REVOKED UPON PERMIT EXPIRATION. Crosstown Engineering (CE) was retained to conduct a review of the provided pier plan prepared by Struc- tured Foundation Repairs, Inc. (SFR) to determine if it is a reasonable limited plan of repair. CE visited the subject site to interview the property owner, observe the structure and terrain, and to verify the floor elevation data. We observed brick cracks, drywall cracks, floor cracks, frieze board separations and trim separations. that indicated settlement was occurring on the back -left side of the structure. These observations are confirmed by floor elevation data. SFR has proposed to perform the following in the approximate locations of the structure as indicated on the limited repair plan to support the foundation: • Install 15 total pilings (9 exterior, 4 exterior with concrete breakouts, 2 interior). Based on our observations, it is our opinion that the proposed plan of repair is reasonable. Because the structure has endured pre -repair foundation differential movement, residual differential elevation and per- ceptible floor slope may remain following the limited foundation repairs. This limited repair plan is in- tended 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. Please see the Disclosure & Disclaimer, pier detail (if provided), and limited repair plan for more infor- mation and do not hesitate to call us if you have any questions. CITY OF GRAPEVINE Sincerely, RELEASED FOR CONSTRUCTION Crosstown Land Development Services a R;09-j.,I€. `- Ay Texas Engineering Firm (F-15944) ?/SHW : 0F: 41 { -ES- _AU ORIZE ANY WORK IN C�IVFl:I WNG_.$DE OR ZONING ORDINANCE. Adam Green, P.E. 1 Professional Engineer (TX #116597) dw xPPRANS TO BE KEPT ON Provido Slgrwd and Sealed THE JOB SITE AT ALL TIMES letter from Registered DATE: BY: Engineer confirmingsite BUILDING INSPECTION DI SIGN: ptantonn ;and ASE DOES NOT APPLY TO CONSTRUC LION IN on ReporcRELE EfcSbtCI4TJ OR r-"LO C-f= 1-17,6i'-WAY. .pier installation when Pagel" ALL CHANGES MUST BE APPROVED DEC 3 0 Z03vork is Complete. OFFICE COPY II!,. is/L'ii CROSSTOWN DISCLOSURE & DISCLAIMER Adam A. Green, P.E. (FL & TX), MBA Tampa: (813) 702 -3398 1 Dallas/Ft. Worth (469) 751-7694 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 purposesOTMORIaMPEVINEmission for use by any other person for any purpose, or by the client for diffRELIPOSIeM WCtMO N writing by CE. - — CE SHALL HAVE NO LIABILITY FOR ACTS OR OMISSIO>�5'TI' �$�rl��?K IN TRACTORS PERFORMING WORK ON THIS PROJECT, OR TI�F Tc6�1 LR�I FORM THE WORK IN ACCORDANCE WITH THE RLA►) WTAY!IWTgl WI 9:,6 Q�?,@ItlwlgRDINANCE. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OR PROCEDURES OR THE PRECAU- TIONS INCIDENTAL THERETO. CITY APPROVED PLANSTOBE KEPT ON CE expressly DISCLAIMS ANY WARRANTY OF FITNESS FOR A _ _ Q 1�� TWO. 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 'T om nF N CF. An TtJEWARF. Nn WAR- RANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FA6 JWYM i IpJVISION: Foundation RepORELEASE DOES NOT APPLY TO CONSTRUCTION IN Page 2 of 4 EAbEiwlw1v 1 i vr% rt73r M Kturi i-0-F-WAY. ALL CHANGES MUST BE APPROVED _ -. l 1 Will. PRESSED PILING SPECIFICATIONS SIDE VIEW I [ I [ f I I I I I ♦V 4 FRONT VIEW EXISTING &- -7 STRUCTURE Li [ I FOUNDATION C-STEELSHIMS — — •� CONCRETE S CYLINDERS �C CONCRETE ' /. CAP Y/wz/ w TENSILE STRENGTH Z PROVIDED BYTWO COLUMNS OF #3 OR #4 SCHEDULE 60 m REBAR EPDXY OR J GROUT IN PLACE. xcn rn D LL UJ W C9 K Z J F a 0 w REBAR SHALL w PREVENT LATERAL It g DISCONNECT a BETWEEN CYLINDERS. 12", 18" OR 24" SECTIONS MAY BE USED. SHEET: ` 12.21.19 RELEASE DOES NOT AUTI 1255-1253 W Hudgins St., Grapevine, TX. 76051 CONFLICT WITH T IE BUILDING C( 12"LENGTH 6" DIAMETER AND/OR 8" LENGTH 4" DIAMETER PILE SECTIONS gpAM A. GKtrs+ . 99g5g7_ CfGRY'ON L TOWN TBPE FIRM F-1594 pATe.") 751-7694 - DALLAS NbOPLEX BUILDING INSPECTION DIVISION: R F'UFTO CONS I F UCTION-TW EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED ONSTRUCTION NOTE: IF INTERIOR PILING LOCATIONS ARE SHOWN I PLEASE NOTE: THIS DRAWING IS PROVIDED I ON THIS MAP THEY ARE APPROXIMATED AND ARE LOCATED WITHOUT AND CONSTRUCTION PURPOSES ONLY. IF EX -KNOWLEDGE OF -THE, LOGAT-IONS OF -THE INTERIOPGRADE-BEAMS.--�ON THIS-MAP,THEIR LOCATION -WAS; P-ROVII THE CONTRACTOR SHALL MAKE FIELD JUDGEMENTS BASED OFF OF 1 APPROXIMATE. CE DOES NOT CERTIFY THEII THEIR GRADE BEAM.;NVESTIGATIONS AND OBSERVED SLAB QUALITIES EXISTENCE. IF THE READER WOULD LIKE TO TO -FIELD -LOCATE THE-FINALINTERIOR-PI ER.LOCATIO.NS_FINAL-SCOPE ACTUALLY_ PRESENTJ14EY_MUST-CONTACT-T CHANGES SHALL BE APPROVED BY THE ENGINEER OF RECORD. TO OBTAIN AN ENGINEERING CERTIFICATE F 1 12 3 I 4 5 6 I-- - I i I 0.7 -0.9 -0.61 -0.4 0.1 T r- - 10 9 0 -0.16 ls1 .3 )R PRELIMINARY PERMITTING ;TING PILINGS ARE SHOWN E D-BY-THE-CLI ENT -AND -IS-- - _ PERFORMANCEIOR ETERMf'NE IF THEY ARE' IE_OW__NER OR CONTRACTOR- 0.9 0.9 a � 0. 0 T I S S T' T FP '0.3 0.5 a1 0.0 I: I I 0.5 0.9 1.5 FP R R - - - - - S' I 0.4 0.71 0.3 ! 1.8 MONO 0.5 12 13 14 f I 0.0 ! -0.5 1 0.5 MONO I OI --r -0-6 ! 06 - -- 0_0.1- -=0.5_ _ .__ .f - @ 15 I I ISM---'---GARAGE-I-- _L - GAR�AGE-]- I � l II I I jjj I I I I - I l 0.2 -0.1 -0.2! 0.7 ---EXISTING PILINGS L_� D= i I D/W , THIS AREA --- 1253- -- - T -1255 - i I � FRONT I I INSTALL 15 TOTAL PILINGS (9 EXTERIOR, 4 EXTERIOR WITH BREAKOUTS, 2 INTERIOR) LIMPREITED REPAIR PLAN E(12.20.19) 0.0 *NOT POST-LOIFTSCALE ELEVATIONSByLOCATIONS APPROX(T��7�'T�L'()F( P NE';; , FTEj 9pnR . LEGEND ` anaaiA.cRFEN:: 4 v.............. _..... _. _................ . ELEVATION BASEPOINT `l PROPOSED PAD/BLOCK X ESHEETPIER 12. . 9 l „A PROPOSED BEAM EXISTING PAD/BLOCK ` 134W OOMO -T AUTHORIZE EXISTING BEAM * PROPOSED PIER ('ll It TWijkdETdclUIOIL[SING CODE ORZONCRO II Ii►s �� CR �� TBPE FIRM F-15 - .i,R'L DA P>-751-7694 - DALLAS tWTROPLEX--� REPAIR , , -"- - ,.,- - - "4C INZ,-Z:"''f:.r: DIV 10 0W. 1255-1253 W. HUDGINS ST., ML j�;CIROt"MMI "'N w ! n Iy n ' l '' CROSSTOWN Date: August 12, 2020 Adam A. Greet, Y.E. (FL & '1:1), MBA Tampa: (813) 702 -3398 1 Dallas/Ft. R'orth (1.69) 7;51-7691. Attention: Structured Foundation Repairs, Inc. (SFR) (via e-mail) Subject: Final Report & Inspection 1253-1255 W. Hudgins St., 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 12/21/19. Based on information provided by Structured Foundation Repairs, Inc. and visual observations, it appears that the following was performed: • Installed 15 total pilings (9 exterior, 4 exterior with concrete breakouts, 2 interior). The elevation data obtained during the inspection indicates the foundation is supported by pilings to pre- vent further downward movement and may have been lifted. In some cases, the pilings are meant to sup- port 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 Professional Engineer (TX #116597) ��/�pA116597 MA;GREEN�y•� 8/12/20o,ciceNs°6.s� 3�lONA� =� Foundation Report Page I of 3 00 Adam A. Grecii, P.E. (FI, & 'EX), MBA CROSSTOWNTampa: (813) 702 -3398 1 Dallas/Pr. AVoreh (9.69) 751-76924 � 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. Foundation Report Page 2 of 3 CONSTRUCTION NOTE: IF INTERIOR PILING LOCATIONS ARE SHOWN PLEASE NOTE: THIS DRAWING IS PROVIDED FOR PRELIMINARY PERMITTING ON THIS MAP THEY ARE APPROXIMATED AND ARE LOCATED WITHOUT AND CONSTRUCTION PURPOSES ONLY. IF EXISTING PILINGS ARE SHOWN KNOWLEDGE OF THE LOCATIONS OF THE INTERIOR GRADE BEAMS. ON THIS MAP, THEIR LOCATION WAS PROVIDED BY THE CLIENT AND IS THE CONTRACTOR SHALL MAKE FIELD JUDGEMENTS BASED OFF OF APPROXIMATE. CE DOES NOT CERTIFY THEIR PERFORMANCE OR THEIR GRADE BEAM INVESTIGATIONS AND OBSERVED SLAB QUALITIES EXISTENCE. IF THE READER WOULD LIKE TO DETERMINE IF THEY ARE TO FIELD LOCATE THE FINAL INTERIOR PIER LOCATIONS. FINAL SCOPE ACTUALLY PRESENT, THEY MUST CONTACT THE OWNER OR CONTRACTOR CHANGES SHALL BE APPROVED BY THE ENGINEER OF RECORD. TO OBTAIN AN ENGINEERING CERTIFICATE FOR THEM. 1 2 3 4 5 6 -0.7 -0.9 (-0.9) -0.6 (-0.7)-0.4 (-0.4) 0.1 0.9 (-0.2) (-0.8) (-1.0) (0.1) (0.5) s 4 0 (.0.2)10 11 (-0.3) (0.8) O -0.6 Q -0.3 0.3 0.9 (0.0) (0.4) (0.7) 6 (00.0) (-0.6) (.0.4) -0.2 (0.0) (0.2) (0.5) (1.1) ■ ■ 1.0 (0.0) (-0.4) 0.3 -0.1 -0.4 (0.0) (0.0) (0.4) (0.7) (1.3) S S (-0.1) (0.0) (0.0) A A (0.5) (0.8) (1.5) FP 0.3 0.5 (-0.1) 0.0 I I 0.5 0•9 1.5 FP R R S S (0.0) (0.0) (1.4) 0.4 0.7 0.3 (0.3) -1 8 (0.0) 0 5) 0 5) ! 12 ( 13 ( 15 ("0•11 i �e I MONO 0.5 0.0 -0.5 0.5 MONO I I 0.6 (-0.5) (-0.5) 0.6 I (0.3) 0.0 -0.5 (-0.2) 1 I 14 I I I isvv GARAGE GARAGr SNVI 'I I , I I 1 I I (-0.1) (NIA) (.0.3) (-0.2) 1 t 0.2 -0.1 -0.2 0.7 I EXISTING PILINGS L_ DNV I I DNV �_J THIS AREA �i 12 :; i i 125 ! FRONT • INSTALLED 15 TOTAL PILINGS (9 EXTERIOR, 4 EXTERIOR WITH BREAKOUTS, 2 INTERIOR). LIMITED REPAIR PLAN 'NOT TO SCALE - ALL LOCATIONS APPROXIMATE' PRE -LIFT ELEVATIONS BY CE (12.20.19) 0.0 POST -LIFT ELEVATIONS BY CE (08.12.20) (X.X) LEGEND --" ELEVATION BASEPOINT INSTALLED PAD/BLOCK X EXISTING PIER -; INSTALLED BEAM L EXISTING PAD/BLOCK INSTALLED BREAKOUT 0 8 / 12 / 2 0 -EXISTING BEAM ! INSTALLED PIER It EXISTING BREAKOUT 14 0-0 CROSSTOWN ENGINEERING CROSSTOWN TBPE FIRM F-15944 - ENGINEERING I FOUNI K'110N IM- MR 1255-1253 W. HUDGINS ST., GRAPEVINE, TX. 76051