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Home My WebLink AboutSFRA2020-3450O E P 2 2 2020 DATE OF ISSUA^NC�E,: I l E P 2020 PERMIT #: cM1 +So BU Lpjl T PERMIT APPLICATION ( LE Ty PR T LEGIBLY - COMPLETE ENTIRE FORM) JOB ADDRESS: 4124 Bentley Ct LOT: 37 BLOCK: 2 SUBDIVISION: Greenbriar Est Addition SUITE # 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: Julie Bell CURRENT MAILING ADDRESS: 4124 Bentley Ct CITY/STATE/ZIP: Grapevine, TX 76051 PHONE NUMBER: 910-964-9130 PROJECT VALUE: $ 5300.00 FIRE SPRINKLERED? YES NO X WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC _ PLUMBING MECHANICAL — DESCRIPTION OF WORK TO BE DONE: Install 10 concrete pilings to stabilize foundation USE OF BUILDING OR STRUCTURE: Residence NAME OF BUSINESS: Total Square Footage under roof: .�) kJ )--1 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) ❑ 1 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) ❑ 1 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 Ate,,� A-&d- PHONE #: 972-484-1200 EMAIL: Q CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL Construction Type: Permit Valuation: $ Occupancy Group: I Fire Sprinkler: YES_ Division: Building Depth: Zoning: Building Width: Occupancy Load: — _ Plan Review Approval: Date: Site Plan Approval:` Date: Fire Department: Date: Public Works Department: Date Health Department: Date: Approved for Permit: Date: Lot Drainage Submitted: Approved: PO BOX951M,GRAPEVINE,TX78099(817)410-3165 Setbacks NO X Front: Left: Rear: Right: Building Permit Fee: Plan Review Fee: Lot Drainage Fee: I Sewer Availability Rate: Water Availability Rate: Approval to Issue Electrical Plumbing Mechanical ----+ Total Fees: oZ) Total Amount Due: S 7 e0 O FORM9p5PERMITAPPLICATION�yp1/O�B:Ofi,Zur.Wl GC-() r— City of Grapevine P.O. Box 95104 Grapevine, TX 76099 (817) 410-3165 Voice (817) 410-3012 Fax CONTRACTOR BUILDING --- RESIDENTIAL ALTERATION Issue Date: September 30, 2020 PROJECT DESCRIPTION: Foundation Repair (10) Concrete Pilings PROJECT # (917) 4103010 www.mygoV.Us SFRA-20-3450 Inspections Permits LOCATION LEGAL 4124 Bentley Ct. Greenbriar Est Addition-Grpvne Elk 2 Lot 37 Grapevine, TX 76051 Structured Foundation Repairs, Inc. 13301 Trinity Blvd. #133 Euless, TX 76040 (972) 484-1200 Phone ( OWNER Thomas Bell 4124 Bentley Ct Grapevine, TX 76051-6863 AVAILABLE INSPECTIONS � Building. Final (required) INFORMATION —APPLICANT NAME **APPLICANT PHONE NUMBER County Fire Sprinkler System? Square Footage VALUATION FEES Patricia Palos 972-484-1200 Tarrant NO 3527 TOTAL = $ 150.00 Building Permit Fee, ($150. 00 Flat Fee) Simple $ 150.00 Alteration PAYMENTS Structured Foundation Repairs, Inc. (Thomas TOTAL = $150.00 Kidd) Other on 09125f202O ($150.00) 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 AGENCY(S). fill Yirk iA G,)NS(llel 30& zozo Signature Date MYGOV.US City of Grapevine I BUILDING -- RESIDENTIAL ALTERATION I SFRA-20-3450 I Printed 09/30/20 at 10 01 a.m. Page 1 of 2 CROSSTOWN ALL CHANGES REQUIRE APPROVAL Adam AdamA.0r, M. (kYISSarry�LANS Tampa: (813) 702 -3398 1 Dallas/Ft. Wodh (469) 751-7694 q BE LL KF--P* °ESN. JOBSITE AT ALL TIMES Date: September 18, 2020 CONTRACTOR SHALL CALL FOR Attention: Structured Foundation Repairs, Inc. (via e-mail) INSPECTIONS: Subject: Structural Foundation Initial Inspection Report (817) 410-3010 4124 Bentley Ct., Grapevine, TX 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, ceiling cracks, floor cracks and brickjoint separations that indi- cated settlement was occurring on the front and back 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 10 total exterior pilings. 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 lim61tyk*rMgR&1or- mation and do not hesitate to call us if you have any questions. RELEASED FOR CONSTRUCTION Pr6ividi Signed and Sealed I e ttqrss, rgMR9gj%Qr'Rdrvices EngsneericordtfMing9afte inspection and approval of pleXilha",adon when WOPi4f$8i*0rA Aet#.X 4116597) SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFUCT10TH CODE OR ZONING ORDINANCE 4S TO BE KEPT ON ,T ALL TIMES 9/18/20 1l .F `'CENs�___ DATE:' BY: - BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED Foundation Report r_ _ Page ( of 4 o F I-1 V hco py >EP 2 3 2020 4 CROSSTOWN DISCLOSURE & DISCLAIMER Adam A. Green, P.E. (FL R TX), MBA Tampa: (813) 702 -3398 1 Dallas/Ft. Worth (469) 751-7694 cniir. Crossto�mEnemeerina.com 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 i(M NEission for use by any other person for any purpose, or by the client for differatW3ut�Asputs4eai; 1KF s-t)tla�ri�is4� i�tgGT1ON writing by CE. I(CLGi.7CU ��""VVR vv�VJ � rvvv CE SHALL HAVE NO LIABILITY FOR ACTS OR ONUS SION$i$rZffTTF CONTRA(.TD2_QI0ffS.SSIB.CQN- TRACTORS PERFORMING WORK ON THIS PROJECT, OR T'IIIfE2E11HIALPI CQFcFiI�Ct• D13i➢'RAil3E03r-,TMlfl]IttORK IN FORM THE WORK IN ACCORDANCE WITH THE REMQIWMMCEiI�i-MEMIirBSFLOMIRLI)[FiRMOORDINANCE. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OR PROCEDURES OR THE PRECAU- TIONS INCIDENTAL THERETO. CITY APPROVED PLANS TO BE KEPT ON CE expressly DISCLAIMS ANY WARRANTY OF FITNESS FOR A pressly disclaims that it has contracted for or received any warranty of fitness for a particular purpose with respect to this report. THE REPORT UNDER THIS AGREEMENT IS TIUAW. ION OF CE AND THERFVIRE NO WAR- RANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACIbatCTNO 6SPkT&"TDIVISION: Foundation ReportRELEASE DOES NOT APPLY TO CONSTRUCTION IN PQ$e 2 of EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED F- PRESSED PILING SPECIFICATIONS SIDE VIEW FRONT VIEW 1 1 I— EXISTING T 1 I I I I I I I I I I STRUCTURE I 1 I I I I I I I I I I I I I I I FOUNDATION STEEL SHIMS CONCRETE CYLINDERS CONCRETE CAPa>. 12"LENGTH _ 6" DIAMETER AND/OR 8"LENGTH 4• DIAMETER PILE SECTIONS /I z TENSILE STRENGTH J j PROVIDED BY TWO o COLUMNS OF#3 OR W #4 SCHEDULE 60 m REBAR EPDXY OR .�i GROUT IN PLACE. iN N W LL N W 011 2 0 REBAR SHALL PRTERAL DISCON DISCONNECT K DISCONNECT a BETWEEN CYLINDERS. 12", 18" OR 24"SECTIONS MAYBE USED. Cff,Y OF,( RELEA EGA; FOR ADAM A :GREEN SHEET; b Frs�ax— RELEA E OES NQ TQoA��1THUE<p�N�SYtB.� 4124 BENTLEY CT., GRAPEVINE, TX CONFLICT HE��C�1VC5�BDE�¢ F— CITY APPROVED PLANS TO CROSStTMAI�tWSYM9 Et KE TBPE FIRM F - CWNENGINEERING COMCRoSSTow DAT�bW-L5-Z694 - DAI I -AS M�2TEI FX BUILDING T A PIN TON DIVISION: -- R l FA DOER NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY, ALL CHANGES MUST BE APPROVED E 1 PLEASE NOTE: THIS DRAWING IS PROVIDED FOR PRELIMINARY 1 2 3 4 PERMITTING AND CONSTRUCTION PURPOSES ONLY. IF EXISTING _0 ------i PILINGS ARE SHOWN ON THIS MAP, THEIR LOCATION WAS PROVIDED 19 21 19 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 ANENGINEERING6 CERTIFICATE FOR THEM. CONSTRUCTION NOTE: IF INTERIOR PILING LOCATIONS ARE SHOWN GARAGE 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. 0.8 , _ 0.7 A i � 0.8 - I 0.8- - - - IIIIIII A/C HO.7 06-0� .3AJC -03 -04 - 06 0.0 -0.1 0.0 -0.3 '07 0.6 0.6 0.4 0.4 FP -0.3 0.0 -0.3 _ - 05 0.0 0.1 0.2 -0.6 ♦ - 0.0 -0.3 _ -0.2 - - - 0.0 - 0.0 -01 -0.3 _0.6 -0.6 -0.3 - - 0.2 0.5 -0 5 ' 0.0 -0.6 -0.1 -0 7 -0.6 -0.6 -0.4 -0.4 -0.8 ' -03 -0'7 0.7 MONOLITHIC 0.3 -0.3 � B i 691 0 i - B 7 6 FRONT INSTALL 10 TOTAL EXTERIOR PILINGS r LIMITED REPAIR PLAN 'NOT TO SCALE -ALL LOCATILEK T 'R R PRE -LIFT ELEVATIONS BY CE (09.16.20) 0.0 POST -LIFT ELEVATIONS BY LCH -- - -' _ s III LEGEND L� n 'G....................... SHEET: A GREEN s, ELEVATION BASEPOINT PROPOSED PAD/BLOCK X E WjLtq9LEI50E5 N T A THORIZE A 4"i7VOiib�iTA �f' .PROPOSED BEAM EXISTING PAD/BLOCK �I'�IFL�u Q��Ri �AK9WL{ iN� [�Ei��Z � -EXISTING BEAM PROPOSED PIER ® EXISTING BREAKOUCITY T 4 CiKUSS�TIEf�UQ A U � E _t ry. CROSSTOWN TBPE FIRM F-5944 - WWW CROSST NENGINEERING COM 1 DA 4 9)_T `y L60 ENGINEERING I FOUNDATION REPAIR -I"-- Kel.tr�scOVEJiv�iA�'Li ifrtUiv3lf ✓J��dtH-- 4124 BENTLEY CT.,v;csu E APPROVED IP-T t5 -C) Ad un A. (>rccn, P.E. (FL FX), MBA ^O Tampa: (813) 702 -M8 I lMas/Ft. Worth (469) 751-7694 R 'SSTO�•W azvtiv. October 1, 2020 Attention: Structured Foundation Repairs, Inc. (SFR) (via e-mail) Subject: Final Report & Inspection 4124 Bentley Ct., 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 09/18/20. Based on information provided by Structured Foundation Repairs, Inc. and visual observations, it appears that the following was performed: • Installed 10 total exterior pilings. 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) l � j gppM P.GREEN 10/1/20 /rrA?o ..<i,,s 9e°id Foundation Report Page ! of 3 CROSSTOWN DISCLOSURE & DISCLAIMER Ad.uu A. Grccu, P.E. (1'L & TV MBA Tampa: (813) 702 -3898 1 Dallas }'t. 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 TIES 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 PLEASE NOTE: THIS DRAWING 15 PROVIDED FOR PRELIMINARY 1 2 3 4 PERMITTING AND CONSTRUCTION PURPOSES ONLY. IF EXISTING PILINGS ARE SHOWN ON THIS MAP, THEIR LOCATION WAS PROVIDED 19 _ 21 -19 BY THE CLIENT AND IS APPROXIMATE. CE DOES NOT CERTIFY THEIR (0.3) (0.2) PERFORMANCE OR EXISTENCE. IF THE READER WOULD LIKE TO DETERMINE IF THEY ARE ACTUALLY PRESENT, THEY MUST CONTACT 6 THE OWNER OR CONTRACTOR TO OBTAIN AN ENGINEERING CERTIFICATE FOR THEM. CONSTRUCTION NOTE: IF INTERIOR PILING LOCATIONS ARE SHOWN (0.1) GARAGE (0.3) ON THIS MAP THEY ARE APPROXIMATED AND ARE LOCATED -1.2 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 (0.7) RECORD. (0.7) 08 0.7 p (0.8) 0.8 0.8 A/C 0.6 NON -MONOLITHIC 0 3 FP 0.4 (� 6) (0.4) A/C NON -MONOLITHIC (-0.2) -0.3 -0.4 (.0.3) (0.6) (-0.3) (-0.4) 0.7 (0.5) 0.6 (0.2) 0.0 -0.1 0.0 0.6 (0.4) (-0.2) (.0.2) (-0.1) -0.3 OJ 0.6 (0.4) (04) (0.4) (��) FP -0.3) (0.0) (-0.3) (-0.5) (0.0) 0.0 -0.3 (-0.1) (0.0) (-0.6) -0 5 0.0 l,� 0.1 0.12 V 0.0 -0,3 (-0.2) -0.6 (0.0) (-0.3) -0.2 (0.0) 0.0 (-0.3) (-0.1) -0.3 (-0.6) (-0.4)(-0.2) 0.0 0 -0.1 -0.6 -0.6 -0.3 (-0.4) ® ® (-0.3) -0.5 (-0.3) -0.5 -0.2 0.0 -0.6 0 7) -0.1 (-0.6) ) h0.1)(-0.3)F-0�._3 4) (-0.6) (-0.7 0(-0.4) -0.6) (-0.8 -0.4 -0 8 (-0.4) (-- .) (_0.3) -0.3 (-0.2) 0.7 MONOLITHIC (-.4) -0.3 10 s 8 7 6 FRONT • INSTALLED 10 TOTAL EXTERIOR PILINGS. LIMITED REPAIR PLAN 'NOT TO SCALE -ALL LOCATIONS APPROXIMATE' PRE -LIFT ELEVATIONS BYCE (09.18.20) 0.0 POST -LIFT ELEVATIONS BYCE (09.30.20) (X.X) LEGEND 44 ELEVATION BASEPOINT W INSTALLED PAD/BLOCK X^ EXISTING PIER -INSTALLED BEAM EXISTING PAD/BLOCK INSTALLED BREAKOUT -EXISTING BEAM � INSTALLED PIER EXISTING BREAKOUT 4 7 q Sw *_ CROSSTOWN ENGINEERING I FOUNDATION REPAIR 10/0 CROSSTOWN ENGINEERING TBPE FIRM F-15944 - (469)-751-7694 - DALLAS METROPLEX 4124 BENTLEY CT., GRAPEVINE, TX r In —Dj tom _ ®zmmm� ,�!~AZZ L_ O 'n ¢I O 0 +? W —nq �aZ �m 0 N �'1 1, r 40-4oCO (�t7 D m (7 Wa?oz{ m=O° D r- ® n 6 -� —\ C Z :< 1) v ao—a.q-79 t -- N I i 16 Bellaire Drive C__�� i SCAU r',2a i Lot 6 I t.,,, , hot 4 / F,C.P. on corner— _ Ix 0 A' 09' polder pole a Lot 12 e . 151OCK 4 u j In6 lr; brick viol Lot 11 i i lt�I> �f I o Ct �cxs�r'� �sr 1 ""' Lot 13 ON (CiK ON 00 J _ ` x xx 40.3' R k1 � N C 1 a I1 N RESIDENCE "'g T 1116 Bellaire Drive ,uo F1wt-rFON 05 r_0A4SrRu _710'V conc,j .. C-4 `q—� drive) UA•/ f4t,A1C Ap.4GrF ,q•.vj'? £�t5fcaa.EA/>" / io„ / INGC.f/t7r�6 0.✓CRr►.}.t1G. �1 a 94.8' r� � 22.0'__'6 X r ! 25' Sidg, Uric _ w 1 � coot. i I N e drive / I n°, 1 N00'33'00"E ' F,LR .�'000 �Q'rW et —_+• F,�,R.0 F.I.R. —r DRIVE Affil!0i4CH (WW.Word) box t a:` (W.W.Word) C.M. $Y SePRfctTt C.M. ® (basisof6earings) %(%,QQ PE2 Vl1 r PE (t subject to (50' ROW) mg of Anance No. :1406, r RTV CRIPTION: Lot 12, in Block 4, of Bellaire Addition, Section A, an Addition to the City of Grapevine, Tarrant County, I hD "..c thereof recorded in Volume 388-R, Page 68, Plat Records of Tarrant County, Texas. .,Date., 811(#2019 ASCNO. A-081319102J7 ry P.C. /Tech' C.W. /Todd Cfient rmcclom Title G.F, No. 19048906SL•PS z�W ftc ') ; J Ja zX _ Z Z 0� Frecdor f stlf; tlleha ll, village Cw.k I)mu, Sadldakc. Teem 1(472 Fit a11'"Milvil tax. A11141.447S 1 1116 Bellaire Drive Grapevine, Texas fVsuec —04- AP1PRov, L, LEGEND • C.hA.4Conualhrtg Moaammr F.LR.= Found hm Rad; F.LP.- Fouw1 Iron Npr.�� F.C.F.-Fmce Comer rlhu ONE=r)veeheed FdecmA rw ,Set Ron Rod llieternwily yelimc eep rwmpcd"Anfwr Surveying Campmy". Aa fouml,ronmd+are lR'Jumemr uNea ; .. wherwua arced.— x -- (re,wel f post) — olw — (aleshad utility) FLOOD NOTE: 11 is myMnnwn awl d:e pmpeny dacnuN Woos is we w,thin the laa•yae (ION axR ma numiding to the Fedemi Emeegency Afenegement Agrnry C Ftuml IAueuaRw Map CemmunayPaael NA. 4ltay9Ael l S K, pmaem EReclirc oak ofinep Srptembe 23, IM. > hemin pmpeny eitualed withla zone W. (umilwhdl, SURVEYORS CERTIFICATION. The"Micnlgaed don kmhy owtif)' dwl thwswrey VA ;a ID ihiaday tiwk on the gmwW retie p,operty legally . daudhed Imme" and it cmrmk end m dm bme of my kaowkdge.$hue amw%jill,ls Jienepannes. conflKu, OF T f< c M rhanagn ea wa, twufdmy life eonanu, m(machmrnu, wmtgTaag of im, roseexeu, a+mnmta arngAu0 way�{\Q. 'j[J aw lhnm e headeiui ofcacept a dwanlvaeaa Coma r7•• t11 wed a ut will be w A a kier desc. the DewiN\shown i,.. �t hmsw we Sated un LMC shoe tereuncd toumdnl mop. ... ,.... .. piN emkas n!Aemta nm\d THOMAS MLLIAM MAUK Z z 511.................. ' .4... ARTHUR IAND 3URVEYINQ 1}1�V�" r- U L`ta1 St, N 2od:Vcauvltk. TX?Ais7 —ram-- PA9T222fwt9-TFRNN Iaxin9ti vr^� / �„ W 1 l t 6 d eA l cka. c e D r, Ala-e-ke d Oo_�- P c (--j- u Page 1 of 1 Garcia's Concrete 1116 Bellaire Drive --- � concrete. oarciaa(�omail. com SCA LF. .h-m Tel. # 817-879-4645 I I Lei 6 [ Lot 4 C N00°33`01�'1, ; . � � Client: Donny Smith -- -- — — - Job Location: 1116 Bellaire Dr. Grapevine. Tx 76051 _ S.IR. ` -'' F.C.P. M comer Pore — -- — — PROJECT OULlNE r uI lo Lot12 � FLAT CONCRETE Drive >: Dew Ci1V Block 4 e $ I Fes- ate � 10 r ° 1. We will level area for concrete flat patio of existing drive 10'x26' about 260sq.ft. New drive ! jell IO'x30'. W � `��IS 2. Then we will do a wooden form (outline the new drive). L®t 11 _ (typ') ( ® Lot 13 e��3 1 I I p C { �t j{ 3. 3/8 Rebar will be connected to any existing foundation if allowed b5 city every 20 inches. N •/ i 6 >a f iff't (I dEk mX . j 09 4. All rebar will be cross tied every 20 inches. x x ,o.,, it fl " ® 5. Fill will be provided if needed on flat area concrete Nvill be 4 inch thick. ReBIDeeDa 6. After wood forms and rebar are placed the Concrete 3000psi will be poured the next morning- "« Y 1 S& aire Drive ri a ° BellIm After city inspection. ('Sometimes Rebar prep will be finished up morning of pour) drive i H I " 8 s 7. Client should not walk on patio for 24 hours after pour. 1� zz.0_d x° : �25'Eldg.Lew _ a F ALL CHANGES REQUIRE CONTRACTOR SHALL CALL FOR ro NI APPROVAL INSPECTIONS: - - - --�----- _7� v uW, BD.� OF REVISED PLANS (817) 410-3010 F.I.R.C. S°OOa 3rOS j°. e FI.Ra F.I.R. rd) :exx•++ze.s �<t♦,t:f.k,w.f ke♦efwt*>F>< (W�C.M ; • @aisofDeaI 70.00)�te� (W.W.Ward) e.N. � CONTRACTOR REGISTRATION �a-IeIYy APPROVED PLANS SHALL BE ik WILL BE REVOKED UPON BEI,LAM DRIVE KEPT ON JDBSITEATALLTIMES PERMIT EXPIRATION. NOTE: Pm4erryrvbjalm (5v awl t end caadirmN of � Airparr 2'otdee Ordimirce No. VoA 7349. P . 1106. 7319. Pg, IIDd. .. �I p PROPERTY DESCRIPTION: Lo112, in Block 1, ofBelltdm Additiw,Segme A,s4 As§iHlier,;mlketCNy o[u`nrµlwine.TruttlR Cormy', Tex. �': r )!- ':mot Nxrsof+ecorded in Volume 388-R Page 6& Pld Records ofTeDa'.rtt+1.n^ my„7wu. ----- IDWI NIdM14 1 LtCCar-CN.cwrww N�.ec:.a3.:•Rr Aa Tke.. R-fYrPec ! .m,.PYa Mane KY..MYS ��minverw51 ot6m-r.x, ( 1ASC Na. A-0NI3Pl�TJ? }.CP-FmCwnFY.of¢Orlr6eas SJi+4DYRYYt¢ywYwIIL I>.Yneorw�'MrrfYg4Mrt•eeiYerir.nt6-ew.r� r Ys..s.ra—a—te.rf rm—oYu— z�.eY�ea i I � 17 F'a rrin"9, Ipam aw-fraw Fkmsurdi nno4wmD 4aggYseYlb PYIYD'�'Yd Yw�. r�.,,ca 9k'106.)e �+.rY..rm+ewnr.ro.oYxNY.Y�eN.nrrSr®aw - I GF. No, l9DHAbFrf9 i�Y{_4�YN�Ia.ialYat/LPrrmanepi.Yf�iT�YMIR >oeR.KAYMYrYlr "h+lbeYiet e�-. I rPaarele Ims-avuvFcrntMx SOWYt7eY)NW M. YI)]Yl.owp ir.Yl).NI.N)5 •YYPYYA t� i4YY1ii rY W wt —Yk•1�YY�' rYY�� Yip Y...eO�M YM1JY M1HeYM Y. tYf aYe14�.rn two n 1Yr r t�e.T 1YMYd IwYA1L Y1y skrlwebe.w..l " ARTHUR eYi LAND tU1941'ING 1116 Bellaire Drive --222W Ird Grapevine, Texas_ 4 spar= ^ POvR In/$P LCTIO tl IZ15(Sw12zb isY soper ?- fJ �� f�'LC.- CUvtnrti�G�t/TS 4 4ti o21CI•v-qL �}-PPkcv� ��ttiCS. REVi3IONS CfiY OF GTiMPEYNE RELEASED FOR CONSTRUCTIOft SHEET: OF- RELEASE DOES NOT AUTHORQE ANY WORK IN CONFLICT WITH THE BUILDING CODE ORa0NNG ORDNANCE CITY APPROVED PLANS TO K KEPT ON THE JOB SITE AT ALL TV" DATE: BY:`i BOILDINt INSPECTION ISION: RELEASE DOES NOT APPLY TO CONSTRUCTION N EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED 'o-79I l I to lcu c-e nr A