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Home My WebLink AboutSFRA2020-3156 E \J 0 DATE OF ISSUANCOIC ' T s x a s 'C�'\O PERMIT#: 00-315 .E BUILDING P RMIT APPLICATION (PLEASE PRINT LEGIBLY—COMPLETE ENTIRE FORM) JOB ADDRESS: 1904 Cheshire Dr SUITE # LOT: 1 BLOCK: 3 SUBDIVISION: Town Park Add BUILDING CONTRACTOR(company name): Structured Foundation Repairs Inc. CURRENT MAILING ADDRESS: 13301 Trinity Blvd. #133 CITY/STATE/ZIP: Euless, TX 76040 PH:# 972-484-1200 Fax# 972-484-1215 PROPERTY OWNER: David Hickey CURRENT MAILING ADDRESS: 1904 Cheshire Dr CITY/STATE/ZIP: Grapevine, TX 76051 PHONE NUMBER: 817-201-1324 PROJECT VALUE: $ 3876.00 FIRE SPRINKLERED? YES NO X WHAT TRADES WILL BE NEEDED?(Check ones that apply)ELECTRIC_ PLUMBING_ MECHANICAL DESCRIPTION OF WORK TO BE DONE: Install 7 concrete pilings to stabilize foundation USE OF BUILDING OR STRUCTURE: Residence NAME OF BUSINESS: Total Square Footage under roof: 2273 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) ❑ 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: Patricia Palos SIGNATURE /-q�2i.(,6(L PHONE#: 972-484-1200 EMAIL: Q 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 Occupancy Group: Fire Sprinkler: YES NO X, Front: Electrical "-- Division: Building Depth: Left: Plumbing — Zoning: Building Width: Rear: Mechanical Occupancy Load: Right: Plan Review Approval: Date: �/ 3 �O BuildingPermit Fee: Site Plan Approval: Date: Plan Review Fee: 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: Lot Drainage Submitted: Approved: Total Amount Due: P.0.BO%8518C,GRAPEVINE,TX 76689(617)4163165 ;r� S O'FORNIMSPERMITAPPLICATIONS iN 11 5 1/ A/ BUILDING --- RESIDENTIAL ALTERATION ill9C V IF�. Issue Date:October 20,2020 T e 1 t PROJECT DESCRIPTION:Install(7)Concrete Pilings to Stabalize Foundation PROJECT# (817)410-3010 www.mygov.us SFRA-20.3156 Inspections Permits City of Grapevine -- — LOCATION LEGAL Grapevine,,T TX 76099 P.O.Box 1904 Cheshire Dr. Town Park Addition Ph li Elk 3 Lot 11 X Grapevine,TX 76051 No.3220 Tr 11 (817)410-3165 Voice *06755852* (817)4103012 Fax CONTRACTOR INFORMATION Structured Foundation Repairs, Inc. **APPLICANT NAME Patricia Palos 13301 Trinity Blvd.#133 **APPLICANT PHONE NUMBER 9724841200 Euless,TX 76040 County (972)484-1200 Phone Tarrant (972)484-1215 Fax Fire Sprinkler System? NO Square Footage VALUATION 3875 OWNER David J Hickey FEES TOTAL=$150.00 1904 Cheshire Dr Building Permit Fee, ($150.00 Flat Fee)Simple Grapevine,TX 76051-7719 Alteration $150.00 AVAILABLE INSPECTIONS PAYMENTS TOTAL=$150.00 Building Final(required) Structured Foundation Repairs, Inc. (Thomas Kidd) Other on 0910312020 ($150m) Note:CC2789 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 AGE (S). ignature Date MYGOV.US City of Grapevine I BUILDING--RESIDENTIAL ALTERATION I SFRA-20-3156 I Printed 10/20120 at 1:48 p.m. Page 1 of 2 ALL CHANGES REQUIRE APPROVAL Adam ADJFn,rF-y�..(�/IShc DBg LANS CROSSTOWNTampa:(813)702-3398 1 Dallas/Ft.Worth(469) 751-7694 AMMMULAN&SHALL BE KEPT ON JOBSITE ATALL TIMES Date: August 28, 2020 CONTRACTOR SHALL CALL FOR Attention: Structured Foundation Repairs, Inc. (via e-mail) INSPECTIONS: (g 17) 410-301 Q Subject: Structural Foundation Initial Inspection Report 1904 Cheshire Dr., Grapevine, TX. 76051 CONTRACTOR REGISTRATION WILL BE REVOKED UPON To Whom It May Concern: 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, foundation cracks and brick joint separations that indicated set- tlement was occurring on the right and left sides 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 7 total pilings (6 exterior, 1 exterior with concrete breakout). We recommend moving 1 piling on the front to the back of the structure. 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 perceptible floor slope may remain following the limited foundation repairs. 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. CITY OF GRAPEVINE Please see the Disclosure & Disclaimer, pier detail (if providlEkEM ED fQRQ< I3TrRWQMN mation and do not hesitate to call us if you have any questions. SHEET: I OF: Sincerely, RELEASE DOES NOT AUTHORIZE ANY WORK IN CONRICT WITH THE BUILDING CODE OR ZONING ORDINANCE Crosstown Land Development Services CITY qpP - ..... S TO BE KEPT ON Engineering Firm(F-15944) � SAT ALL TIMES XJ Adam Green, P.E. AAA: BY: Professional Engineer(TX#116597) BU CTIONDIVISION: REISASProvide Signed and Sealed EASEMENTSPUBLIC RIGHTMY TO N-OF-WR AY. letter from Registered IWC3ESMUSTBEAPPROV Engineer confirming site Foundation Report inspection and approval of PageIgf4 1904 CHESHIRE DRIVE pier installation when 20-3156 work is complete. OFFICE COPYstall 7 Concrete Pilings Adam A. Green,P.E. (FL&TX),MBA CROSSTOWNTampa:(813)702-3398 1 Dallas/Ft.Worth(469)751-7694 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 PYIPLIED 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 1' ission for use by any other person for any purpose,or by the client for diffe p(,p to 4 ro e-Mted in writing by CE. N TRUMION CE SHALL HAVE NO LIABILITY FOR ACTS OR OMISSIOHE CONTRACTOR Of)121S SUBCON- TRACTORS PERFORMING WORK ON THIS PROJECT,OR TFft8E9 FORM THE WORK IN ACCORDANCE WITH THE RF. �IdyI I[IRT%WML8 ta>aa&'2y r.�a�� RK IN CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OR PROCEDURES O T A - RDINANCE TIONS INCIDENTAL THERETO. CITY APPROVED PLANS TO BE KEPT ON CE expressly DISCLAIMS ANY WARRANTY OF FITNESS FOR A rAL11 cT1MW pressly disclaims that it has contracted for or received any warranty of fitness for a particular purpose wft resi�l pect to , this report. THE REPORT UNDER THIS AGREEMENT IS T INION OF CE AND THE NO WAR- RANTIES THAT EXTEND BEYOND THE DESCRIPTION 5 IVI Foundation Report F�SF(]AFS AT APPt TC1 CONSTRUCTION iCTION IN Page 2 of EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED PRESSED PILING SPECIFICATIONS SIDE VIEW FRONT VIEW EXISTING STRUCTURE - FOUNDATION STEEL SHIMS CONCRETE CYLINDERS SOIL -- CONCRETE CAP 12"LENGTH 6"DIAMETER AND/OR W LENGTH 4"DIAMETER / PILE SECTIONS W TENSILE STRENGTH Z PROVIDEDBYTWO 0 COLUMNS OF#3 OR w #4 SCHEDULE 60 m REBAR EPDXY OR GROUT IN PLACE. 2N 0 UJ W Z0 Z Q J F ' a 0 w REBAR SHALL w PREVENTLATERAL a DISCONNECT BETWEEN CYLINDERS. 12",18" OR 24"SECTIONS MAYBE USED. crry OF I611A RELGREEASTl7T p S E LEASE D ESONOTAUTHO -AA'Ei§N5t?EN_�I 1904 Cheshire Dr., Grapevine, TX. 76051 CONFLICT WITH E BUILDING GODEC�k -. C �j C ROSSTOW TBPE FIRM ")751-76 4-DALLAS NgrOPLE>(ERING COM j DATE. _ BUILDING INSPECTION DIVISION: EASEMENTS OR PUBLIC RIGHT�OF-WAY. ALL CHANGES MUST BE APPROVED CHANGES MUST BE APPROVED CONSTRUCTION NOTE: IF INTERIOR PILING LOCATIONS ARE SHOWN PLEASE NOTE: IF EXISTING-P,UNGS ARE SHOWN ON THIS MAP,THEIR ON THIS MAP THEY ARE APPROXIMATED ANDQARE LOCATED WITHOUT LOCATION WAS PROVIDED BY THE CLIENT AND IS APPROXIMATE. CE KNOWLEDGE OF THE LOCATIONS OF THE INTERIOR GRADE BEAMS. DOES NOT CERTIFY THEIR PERFORMANCE OR EXISTENCE. IFTHE THE CONTRACTOR SHALL MAKE FIELD JUDGEMENTS-BASED OFF OF READER WOULD LIKE TO DETERMINE-IF THEY ARE ACTUALLY PRESENT, THEIR GRADE BEAM INVESTIGATIONS AND OBSERVED SLAB QUALITIES THEY MUST CONTACT THE OWNER OR CONTRACTOR TO OBTAIN AN TO FIELD LOCATE THE FINAL INTERIOR PIER LOCATIONS. FINAL SCOPE ENGINEERING CERTIFICATE FOR THEM. CHANGES SHALL BE A PPROVED-BY THE ENGINEER OF RECORD. i - - I r---------------T I _ I COVEREED I I NON-MONOLITHIC NON- I I -- PATIO I- - I MONOLITHIC: - I _ S -0.7 -1.0 13 -1.0 1 A S- -0.4 FP -0.9 ! -=0.7 2 -- -- -0.3 - -0.5 -- -- 0.3 . 3 -- - 0:0 -1.2 - -0.2 1 1 -0.4 10 4 _ -0.1 A/C - I A/C -0.2- -0.1 0.1 - 41 - - 5 CE RECOMMENDS 0.0 ONO- MOVE PILING TO BACK LITHIC _02 - �-O,7 OF STRUCTURE - I I 5 1 _ I L1 7 i SAN I I DAN 1 1 - FRONT • INSTALL 7 TOTAL PILINGS (6 EXTERIOR, 1 EXTERIOR WITH CONCRETE BREAKOUT). • CE-RECOMMENDS: MOVE 1- PILING TO THE BACK OF THE STRUCTURE. — LIMITED REPAIR PLAN *NOT TO SCALE-ALL LOCATIONS APPRO oFr`` PRE-LIFT ELEVATIONS BY CE(08.27.20) 0.0 POST-LIFT ELEVATIONS BYC "k9 R 0 /�/�Ry .! k's°a, .............................::..:..1 LEGEND HEET: , AD A,GREEN ELEVATION BASEPOINT PROPOSED PAD/BLOCK X E IN F —PROPOSED BEAM 0 EXISTING PAD/BLOCK ^ N OES N T AU�RU� A v 'RfsS �r MffiM LIN G CODE OR ZON 3 —EXISTING BEAM PROPOSED PIER ® EXISTING BREAKOUT �q�o CR(l Ti M TBPE FIRM F-15944 - CROSSTOWN f ENGINEERING FOUNDATION REPAIR DA� 9) BUILDINGDINS ECTIION DIVISION: RELEASE DOES NOT APPLY TO CONSTRU TION 1 1904 CHESHIRE DR. , GRASP 0R LIC7110r ,AY. A S T B A ROVED NOV 18 2020 Adam A. Green, P.E. (FL&TX), MBA CROSSTOWNTampa: (813)702-3398 1 Dallas;Pt Worth(469)751-7094 " Date: September 24, 2020 Attention: Structured Foundation Repairs.Inc. (SFR) (via e-mail) Subject: Final Report&Inspection 1904 Cheshire Dr., Grapevine,TX Dear Structured Foundation Repairs, Inc. and Property Owner: Structured Foundation Repairs, Inc. (the contractor) ed Crosstown Engineering (CE) to visually in- spect foundation repairs completed by Structure atioqn Repairs, Inc. Crosstown Engineering visited the property,conducted a visual inspection, neclthat all work,including any approved changes, has been completed per our original re to /20. Based on information provided by S d Foundation Repairs, Inc. and visual observations, it appears that the following was performed: • Installed 7 total pilings (6 exterior, 1 exterior with concrete breakout). • Adjusted 2 existing pilings. Changes to the repair plan include: 2 existing pilings were adjusted and the CE recommendation to move 1 piling from the front to the back was not completed. The elevation data obtained during the inspection indicates the foundation is supported by pilings to prevenrther downward movement and may have been lifted. In some cases, the pilings are meant to supp*t foundation and minimal to zero lift was inten- tional. We recommend post-lift plumbing tests be on the sewer and potable plumbing lines and that any leaks be immediately repaired. T pair plan is intended to provide reasonable repair to improve the performance of the foun nd is not intended to level the foundation. The contractor determined the amount of elevation corr ion 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 E od Texas Engineering Firm(F-15944) �l REEN'.. Adam Green, P.E.,MBA 9/24/20 ,//LLjO .4CEN5E�'S�L/ L�1�`S/ONAI flNj� Professional Engineer(TX#116597) Foundation Report Page I of 3 Adam A. Grccn, P.E. (FL&TX), MBA CROSSTOWNTampa: (813)702-3398 1 ll las/Ft.Worth(469) 751-769h 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 ere. This soil movement could possibly cause the foundation to move after the remediation plan within the attached report has been imple ented and may impact the stability of the foun- dation and cause damage. NO WARRANTY IS EXPRESSED OR IMPLIED BY T GI ER AS TO THE PERFORMANCE OF THIS FOUNDATION OR THE REPAIRS THERETO. D' dation maintenance to maintain consistent soil condi- tions along the perimeter should reduce furth im r the recommendations within this report have been implemented. However, seasonal moisture v ion , r leaks,erosion and other factors may affect the stability of the foundation and put it in danger of furthe e. 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 commend expressed or implied,made by Crosstown Land De- velopment Services or its principals, agents or employees liens agrees that neither CLDS nor its employees or owners will be responsible for: 1.Knowledge of the subsurface conditions w sive geotechnical data obtained from onsite drilling and testing of the recovered samples, 2.Knowledge of cracks,vertical differen d' lacement of floors without uncovering of the floor by the client;and 3.Any other element such as joists or be d 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 S BY THE CONTRACTOR OR HIS SUBCON- TRACTORS PERFORMING WORK ON THIS PRO R E FAILURE OF THE CONTRACTOR TO PER- FORM THE WORK IN ACCORDANCE WI PAIR PLAN. CE IS NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS SEQUENCE OR PROCEDURES OR THE PRECAU- TIONS INCIDENTAL THERETO. CE expressly DISCLAIMS ANY WARRA 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:IF EXISTING PILINGS ARE SHOWN ON THIS MAP,THEIR ON THIS MAP THEY ARE APPROXIMATED AND ARE LOCATED WITHOUT LOCATION WAS PROVIDED BY THE CLIENT AND IS APPROXIMATE. CE KNOWLEDGE OF THE LOCATIONS OF THE INTERIOR GRADE BEAMS. DOES NOT CERTIFY THEIR PERFORMANCE OR EXISTENCE. IF THE THE CONTRACTOR SHALL MAKE FIELD JUDGEMENTS BASED OFF OF READER WOULD LIKE TO DETERMINE IF THEY ARE ACTUALLY PRESENT, THEIR GRADE BEAM INVESTIGATIONS AND OBSERVED SLAB QUALITIES THEY MUST CONTACT THE OWNER OR CONTRACTOR TO OBTAIN AN TO FIELD LOCATE THE FINAL INTERIOR PIER LOCATIONS. FINAL SCOPE ENGINEERING CERTIFICATE FOR THEM. CHANGES SHALL BE APPROVED BY THE ENGINEER OF RECORD. f_______________l I COVEREED i j NON-MONOLITHIC NOW I PATIO I I I I (MONOLITHIC: 2A IA v -0.9 -0.9 ( -0.7 -01..0 -1.0) -0.8) -0.5) (-0.2) (-1.0 , -0.1) (-0.8) (-0.6) -0.8 -0.6 F P (-0.7) (0.0) (0.0) 0.3 -0.5 0.3 3 4) 0.0 (-1.2 -0 2 (0.0) -1.2 _0.4 (0.0) 40 4 -0.1 (0.0 �"", -„ A/C (0.0) n i P', A/C -0.2 (0 U q ;2 r -0 1 0.'1 . (0.0) (0.0) u 41 a NOT COMPLETED: '0.0 (0.1) ONO- (0.0) CE RECOMMENDED 3„ CITRIC 0.2) -0.7 MOVING PILING#7 TO BACK I 6 OFSTRUCTURE I L I 7 I L9/V✓ DAN FRONT • INSTALLED 7 TOTAL PILINGS (6 EXTERIOR, 1 EXTERIOR WITH CONCRETE BREAKOUT). • ADJUSTED 2 EXISTING PILINGS. • NOT COMPLETED: CE RECOMMENDED MOVING PILING #7 PILING FROM THE FRONT TO THE BACK. LIMITED REPAIR PLAN *NOT TO SCALE-ALL LOCATIONS APPROXIMATE* =-EOF TF`�N PRE-LIFT ELEVATIONS BY CE(08.27.20) 0.0 POST-LIFT ELEVATIONS BYCE(9.24.20) (X.X) _ f'�S' LEGEND r/1, v'""I REEN ELEVATION BASEPOINT INSTALLED PAD/BLOCK X EXISTING PIER "��6597 INSTALLED BEAM EXISTING PAD/BLOCK O INSTALLED BREAKOUT �1jo ..410ENSE�''��' EXISTING BEAM INSTALLED PIER EXISTING BREAKOUT 9.24.20 CROSSTOWN ENGINEERING CROSSTOWN TBPE FIRM F-15944 - (469)-751-7694 -DALLAS METROPLEX ENGINEERING I FOUNDATION REPAIR 1904 CHESHIRE DR., GRAPEVINE, TX. 76051