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Home My WebLink AboutSFRA2025-003936 ECEIVED: 10/14/2025 DATE OF ISSUANCE: 25-003936 421 SMITH ST PERmrr #: FOUNDATION PIERS BUILDING PERMIT APPLICATION JOB ADDRESS: 421 Smith Street, Grappvine, T)� 76051 LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): GL Hunt Company Inc. CURRENT MAILING ADDRESS: 3932 Benbrook Highway WROPERTY OWNER: Debra Ma4us CURRENT MAILING ADDRESS: 421 Smith Street ME= Fax ff CITY/STATE/23P: Grapevine, TX, 76051 PHONE NUMBER: 81 T991-7761 PROJECT VALUE: S 65,603.76 FIRE SPRINKLERED? YES NO WHAT TRADE S WILL BE N-EEDED?<:,--.,7,:., --�i z ELECTRIC PLUMBING MECHANICAL — Install 60 LF of 3(2x6) beam; DESCRIPTION OF WORK TO BE DONE: Resetfre-shim the ertFe pier and beam poftion of the foundaWn with steel to improve L-Ming, USE OF BUILDING OR STRUCTURE: Residential NAME OF BUSMSS: GL Hunt Company Inc. City of Grapevine Building - Residential PO Box 95104Alteration as 76099 81r7) 410 3166 Project 1� Project Description: Install foundation piers and french drain [ELECTRONIC REVIEM .. Issued on: 12/23/2025 at 8:37 AM ADDRESS INSPECTIONS 421 Smith St, Grapevine, TX 7051 1. Building Foundation/Footing 3. Building Final 2. Building Pier LEGAL City Of Bilk 33 Lot 12 INFORMATION FIELDS S 20`11 Grapevine "APPLICANT NA (Individual) Hayden Slack **APPLICANT PHONE NU BEP (817) 952-1435 PERMIT HOLDER Hayden Slack APPLICANT E-MAIL L Hunt Foundation Rep VALUATION 65603.75 air Square Footage 275 (17) 952-1435 * CONSTRUCTION TYPE VB COLLABORATORS* OCCUPANCY GROUP R-3 • Hayden Slack DOCUMENTS - MISC 01 c Initial Report - 421 Smith Street 9,8.25- GL Hunt Foundation p38ZhznSy932ut.pf Repair DOCUMENTS - MISC 02 421 Smith Street. f (817) 952-1435 ` ZONING DISTRICT -7,5 OWNERS • Debra Maykus FEE TOTAL Building Permit Fee, ($150.00 $ 150.00 $ 150.00 $ 150.00 Flat Fee) Simple Alteration TOTALS $150.00 $ 150.00 0.00 =r+ r 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. FURTHERMORE+T PLANS AND SPECIFICATIONS NOT s FOR HANDICAPPED ACCESSIBILITY APPROVALTHE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH FROM APPROPRIATE STATE AND OR FEDERAL Page 112 MYGOV.us 25-003936, 12/2312025 at 8:37 AM Issued by: Amanda Robeson Signature City of GrapevineBuilding - Residential Alteration Project # 25-003936 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 206 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) 1-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M. PERMITISSUED IN ACCORDANCE WITHAPPLICATION I IN THIS E . MYGOV.us 25-003936, 12/23/2025 at 8:37 AM Issued by: Amanda Robeson %.*ROSSTOWN "d pt)i 'I IPA , f N, W f WWI It ; I7Y,,;.CM D^N1,P14 Date: September 8. 2025 Attention: Coldwell Banker {via email) ---`*`-`- --, . ... . ...... .. Ar'�FROVA�4,, OF 1-11EIASEO LANS Subjjcct: Pre -Repair Foundation Repair Eva] nation Pier and Beam Foundation 421 Smith Street. Grapevine, TX 17all, Good Afternoon: Crosstown Engineering (CE) Nvas retained to inspect the subject foundation and to provide all opinion regarding the performance ot tile foundation. This report provides our reasonable professional opinion of' tile condition of' tile foundation oil tile (late of our inspection and does not take into consideration any changes in the condition of tile t'oundation or soils after that date. Tile contents ol'this report supersede any verbal comments made re-ardina (lie structure before, during or after the inspection and this report wits prepared for exclusive use of'tlle person or per - soils this report was prepared lot- and we do not have ally obligation or contractual relationship to any other party other than the party this report was prepared tor. Observations for compliance with any code or specification other than those explicitly stated care not included, S&co Lie (J,,' Wark. The -subject foundation was, visually inspected and as floor elevations survey was performed in areas that were ac- cessible at the tune ot'the inspection. The opinions provided within this report are based on tile experience and judgment ot'the inspector and the information provided at the time ol'the inspection. This report also gives engi- neering advice with regard to the best and most economical repair method assuming normally expected subsurface ccinditions and conventional construction methods, It is known to all educated en"incers, with knowledo of' tile active soil supporting tile structure (fiat a full repair plan would include tile underpinning otAlie entire structure and is not economically feasible due to the cost vs. benefit and the risk of'resulting damages. Scope ol"Work- Limitations: This report is for informational purposes only and is not intended to provide a detailed inventory ot'defects or a technical evaluation of tile structure. drainag ge systern or the overall property. The inspection eXCILides plumbult), tests or procedures, verification cat previous l'oundation repairs. fi-amed Superstruct tire. detached buildings. privacy or retaining walls. general site drainage away from the structure, material and soil sampling/testing, and verification ol'concrete reinforcement or knowled-c of the location ol'interior arade beanis, boxed structural members not III Plain sight or previous repair kvork. C, The client or individual ordering ag this report ree that Crosstown Engineering Is not responsible lot- knowledge of' Z, C, 47 C the subsurface conditions without extensive geolechnical investigation including on -site drilling or testing of*sam- pies. The future performance ot'this fioundation cannot be predicted due to variables out of tile control of` the Inspector, Therefore, this report does not predict or warrant the future performance ol'the subject foundation and the reader is encouraged to read the entire report. Z�l NE F F-46TROZFE: S�GED A�NlD SEA�-ED E'F', FR,C,M FZEG�STEFIED E'NGHNEEP CONFAN'UNG `:;�,!TE AND A,:�PROVAL OF PiF-Rl N'$ :tk,-AT�ON' 'VVHH---N VVORK �S MNIPLETE am %.*ROSSTOWN fN1 Ni f WWI It ; 'D? 'N"P'14 Document Review: Documents were provided for review. lfcxis1in,- piers are shown in the limited repair plan. then- locations were provided by the client and are approximated. We do not certify their performance or existence, If the reader would like to verify their presence. they must contact tile owner or contractor to obtain all crigrineering certificate for them. I I. Generid Observtition.- For the purposes of this report directions will be described using tile terms left, rig -fit, front. and back with tile front reterrinc, to (lie side of the structure indicated ()it the limited repair plan. Z' The structure is two stories tall with as pier and beam foundation. The primary structural system of the structure is it wood framed system with exterior brick vencer, exterior wood sidHIC' ' and interior drywall with various finishes. Tile foundation was not exposed during our inspection and was covered with various floor -covering- types. Gmeling, Dminaee. Erosion and Ve.genation Obset-votions: The terrain immediately surroundliu, the structure wa,, visually observed during the inspection. We observed (lie followillo: z • The gutter system is adequate. • The drainage system is adequate. • The terrain is landscaped with grass, several trees, and some shrubbery, Sonic trees and/or shrubs are close to the foundation. Floor Elevittion Discussion: A relative elevation floor survey was pert'Ormed using a Ziplevel Pro-2000B 10 Map tile Surface topography ol'the floor of the' living area anti aarage (it"present). Tile floor platis and the elevations are illustrated oil the limited re- pair plan. The elevations were adjusted based can the flooring type et]COLIntered to be oil tile satile plane as the base point floor type. Il'a garage was present. the garage ceiling was measured and a(tiusted to he on tile same plane as tile foundation. Garage floor,,, are designed to slope and are not as effective in measurinz:1 g foundation movement. I- - NMEUARRINYMM Brick cracks, drywall cracks, trine separations and womi destroying insect damage was observed. Based oil our cab - se rvations cal the structure. tile structure's physical damage and review of the elevation map. we believe the struc- ture has experienced seasonal foundation movement over the life of the structure. resulting In differential move- ment of the pier and beam foundation. Daniage observations were notable on all sides ot'llie structure and are correlated with floor elevation data. DE SIGNED AND SEALLED i-ETTE-S! REG�STEFRED =-"NG:�,NEER CCAF�R,MPNC; SME 'H,.'SPERCMON ANO APPRO"VAL OF P!f-,,R H1,1S'rALLA`NVN ',A,'HEN '0VORK M CONIPLAETE 2 of 7 %AOSSTOWN fN1 Ni f WWI It ; D^N1,P14 Foundation Repair Recommendations.� We recommend performing the foliowingr in tile approximate locations of the structure as indicated on the linlited repair plan: • Remove Spray tbarn insulation and reinspect wood for wood rot, • Install 60 LF ot'3(2x6) beam. • Replace rottedjoist as needed. • Reset/re-shim the entire pier and hearn portion of tire: foundation with steel to improve leveling cl* • Install 298 LF of French (train system. wrapping the interior perimeter of the gradebearn. The original por- tion of tile home will have tile entire perimeter wrapped. tile rear addition Will only have the interior of the exterior gradebearn wrapped with this French drain. There is no need for tile (train along the interior I Z, gradebeam in crawlspace as shown. I • flistall an 11111finalln of, 2 Sump punips, one for each of these drainage systems to properly discharge water away From horne. Discharge locations are to be determined by contractor. C- • Obtain a wood destroying insect Inspection. C, Additional joists needing replacement are expected to be found at -ter the spray Foam is removed and an destructi(ill test is completed. The purpose of tile Installation IS to provide Support and mitigate downward movement ill tile areas of the installation. Please see tile limited repair plan for more Information, The foundation repairs are to niect or exceed tile 20211 IRC. Maintenance Opportunities: We recommend pre -lift and post -lift plumbing tests be performed oil the sewer and potable plumbing titles. Tile Z� tl results ol'the tests should be immediately provided to our office, MaintainitiL, a fully functioning -Litter system will minimize ponding. soil loss and erosion, and will help control C� Z, 1 97, seasonal movement near the foundation. The sys tem stem should direct storm -water discharge away from the Z7 1 foundation through downspouts to it well -drained area that is graded away from the foundation. Optimally. we rec- orrimend the autter system discharae via in -ground solid pipe to a low-lying area far away from the foundation. C, C7 - w C� Vegetation maintenance and it f0undation and yard -watering pro ram will also hell) control seasonal movement. I zl Maintaining consistent moisture levels in supporting soils at all times ofthe year is necessary. It is important that the soils be stabilized and maintained with grass (.)I- -,round cover around the perimeter of the structure to prevent erosion and an exposed or improperly embedded foundation. Large to medium-sized trees. an([ even large or nu- mcrous shrubs. orowino too close to a foundation call draniaticaltv effect the moisture content of tile soils Within tile zone of influence beneath the structure. Root systems extract large quantities of water fi-orn underlying soil,.,; and result in large volumetric changes in the soils (shrinkage). As the tree absorbs water from tile soil and (tit-, soil g, tl 4�11 volume decreases. the foundation will settle in unsupported. Uproblernatic roots are observed. we recommend re- moval or installation (if tree root barriers. Grading of soils around the Foundation is a critical clement to your foundations health. Sloping the soils away C1��7 from the home and preventing water from ponding near (tic Foundation is needed to prevent soil "heavC. Il'pond- C_ ing is noticed near tile foundation during tile rainy season. Consult with all engineer or I drainage contractor inune- 9 1. diately. Over -saturated soils call cause "heave'* or settlement and contribute to foundation movement. The purpose of the pier installations and pier and barn work is to support the structure properly and improve eleva- tions in areas ot'differential setllerncnl. It is understood (flat structures of this age and type will not be completely level. Any wood shims and inappropriate wood pad/block elements shall be replaced with steel shims and the ap- propriate concrete pad and blocks. All deteriorated, rotted, cracked or twisted wood beams. joists. subtloor or sill 3 of 7 E 0 E;k! 111-Z 11.4 E. ER �1�TE HISWECT!ON ANC APPPOVAL OF PilcR �,MSTA�'.� - A.71 0'N� V,ItI E;`4 %.*ROSSTOWN "d pt)i 'I IPA W f WWI It ; 'D? 'N"P'14 plates shall be removed and replaced. The contractor shall sister beams and joists as appropriate where spans are ,greater than 7 feet. Additional pads and blocks are recorn me tided for beam spans greater than 7 feet between exist - in pad/blocks. Although Crosstown was able to visually identify the imkjority of (fie wood nictribers. it should be 9 1 understood that sonic areas of the crawlspace were difficult tea access For a visual inspection and deteriorated wood is not easily identified upon visual observation. As a result, the contractor may identify additional wood members that need replacement. This report identities the mininium foundation repairs necessary. Please see the repair data for more information. Evpectations rat he Limited Founitation Repifirs: The proposed limited repair plan is intended to provide as reasonable repair to improve the performance of the loun- dation and is not intended to level the foundation. The contractor shall determine the amount ofelevation correc- tion needed based (,)it the reaction of the structure Burin- (lie lift in order to minimizes damaocs and additional stress. t" Because the structure has endured foundation movement and training distress. residual differential clevationaild Z" perceptible floor slope or some leaning door frames/windows. other re -occurring damages, and noticeable issue, may remain the Foundation repairs. I zl.� The soils beneath and surrounding the structure sire known to shrink and swell as the seasonal soil moisture content fluctuates, Moving forward. we anticipate that some cracks In the interior and exterior walls will surface due to seasonal movement within the soils, even after loundation repair. Periodic repair of this type ot'cracking may be needed. F:: 'E'- N 7"t, PROVTNE- =NED AND SEALED R 0 hri R E TE R ED' i N SE R CONFRMNN�G ',N�TF AN'D WORX �S COMPPILETE am %,OROSSTOWN Disclaimer: The fees collected are for this report and inspection only and do not include additional services. Additional eligi- necring services such as construction compliance inspections or post -repair inspections are available at an addition- al cost. A request for as construction compliance inspection must be made in a firnely manner before commencement of repair work. Otherwise, we accept no responsibility for the proper execution of the repairs, Crosstown Engineer - in(, will only perform the post -repair insIx.-ction ifthe proper paperwork is provided at the (line of the request. The paperwork should include the type ol'piling installed, the piling installation depth. the final pressure and the final scope ol'work. If the scope of . work is to be altered by the contractor. we must be notified prior to installation. It is known to educated professional engineers that (lie soils in this area are subject ten111OVernent (file to expansion. C, contraction or densification of the soils. etc. This soil movement could possibly cause the foundation to move after the remediation plan has been Implemented and may impact (lie stability of the foundation and cause damage. We do not warrant the future perfOrmance of the sub�ject foundation and (lie reader is uqjed to review this entire report. The limit of liability is limited to the fee paid for this opinion. No further agreement shall be made. altered. or varied except by written instrument. Diligent foundation care to maintain consistent soil condition,, along the perimeter should reduce further problenis 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 lounda- tion and put it in danger of further damage. zn- Neither Crosstown Engineering. its sub -contractors, nor Adam Green. P.E.. are responsible for liability to the owner or others for acts or omissions of the contractor to carry out the repairs in accordance with their agyreement or for the construction means. methods. techniques. sequences, procedures or the safety precautions incident thereto. The contractor is solely responsible for the warranty of the work performed in accordance with their agreement. Please see the pier specifications (if provided) and limited repair plan for more information. Sincerely, Crosstown Land Development Services Texas Enoineerino, Firm (F- 15944) AMA GRC EN Adant Green. P.E., NIBA 116597 Professional Engineer (TX # 116597) 9/8/25 R=1-F1MEF—tNo-�ZLF-1 E—E)TTT�PT- -127121II" I11 FROM ENGNEER, CO'N'FIRMHNG SITEE NSRE�' Q I AND APP',ROVAL OF 04ER NSTALLAT10?4 'NHEN VIC 1, 5 of 7 %.*ROSSTOWN fN1 Ni f WWI It ; D^N1,P14 DISCLOSURE & DISCLAIMER It is known to knowledgeable professional engineers that the soils in this area acre subject to movement due to expansion. con- traction or densification of the soils etc. This soil movement could possibly cause the foundation to move after the reniediation plan within the attached report has been implemented and may impact the stability of the foundation and cause damage. NO WARRANTY IS EXPRESSED OR IMPLIED BY THIS ENGINEER AS TO THE PERFORMANCE OF THIS FOUN- DATION OR THE REPAIRS THERETO. Diligent foundation maintenance to maintain consistent soil conditions along the perimeter should reduce further problems after the recommendations within this report have been implemented. However, Sea- sonal moisture variations. water leaks. erosion and other factors may affect the stability of the foundation and put it in danger offurther damage. REPORT 1.1-MITATIONS This report is written for informational purposes only and is not intended to be a detailed technical evaluation of the. property or an inventory ot'defects. The. opinions expressed in this report are based on as visual evaluation of current conditions observed at the time of' the inspection. THERE IS NO WARRANTY. EXPRESSED OR IMPLIED. CONCERNING THIS ENGI- NEERING REPORT. The inforniation in this report supersedesany verbal comments. expressed or implied, made by Crosstown Land Development Services or its principals. agents or employees. The client agrees that neither CLDS nor its employees or owners will he re- sponsible for: 1. Knowledge of the subsurface conditions without extensive geolechnical data obtained front 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 1 Any other element such as gists 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 I.vi-formance of the. facil- ity 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 Mal) 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 rise 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 SUIBCONTRAC`TORS PERFORMING WORK ON THIS PROJECT, OR THE FAILURE OF THE CONTRACTOR TO PERFORM THE WORK IN ACCORDANCE WITH THE REPAIR PLAN. CE IS NOT RESPONSIBLE FOR THE C()NSTRUCTION MEANS, METH- ODS. TECHNIQUES, SEQUENCE OR PROCEDURES OR THE PRECAUTIONS INCIDENTAL THERETO. CE expressly DISCLAIMS ANY WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE and the client expresstv disciainis that it has contracted for or received any warranty of fitness for as particular purpose with respect to this report. THE REPORT UNDER THIS AGREEMENT IS THE OPINION OF CE AND THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE OF THIS AGREEMENT, PROVDE SIGINEO,;:,;,,H) SEALE,5 COt4�.:IRU',''NN'G $'N8P2-'CT,0N' A!,J40 APPRCOVAL Cr- P�ER WHEN iS r!Of�IPi.ETE- 6 of 7 CONSTRUCTION NOTE: THIS DRAWING IS PROVIDED FOR PRELIMINARY PERMITTING AND CONSTRUCTION PURPOSES ONLY, IF INTERIOR PILING LOCATIONS ARE SHOWN 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 REAM INVESTIGATIONS AND OBSERVED SLAB QUALITIES TO FIELD LOCATE THE FINAL INTERIOR PIER LOCATIONS. FINAL SCOPE CHANGES SHALL BE APPROVED BY THE ENGINEER OF RECORD. PLEASE NOTE: IF EXISTING PILINGS ARE SHOWN ON THIS MAP, THEIR LOCATION WAS PROVIDED BY THE CLIENT Aic REPLACEOTTEcisT f�5rEc�ca AND I5 APPROXIMATE. CE DOES NOT CERTIFY THEIR PERFORMANCE OR EXISTENCE, IF THE READER WOULDr LIKE TO DETERMINE IF THEY ARE ACTUALLY PRESENT, THEY MUST CONTACT THE OWNER OR CONTRACTOR TO L OBTAIN AN ENGINEERING CERTIFICATE FOR THEM. l -a `} -1-0 ; MONO a -.*a 02 C 7 PATIO 0.4 t, a GRADEBEAM JYP.y $»"Piw�"•,.$mot:' ,x �.a1`��w.,.^��.N„D,..N;.::.M,G.:.dD „„?`'�-`;'�`,:�....d-��i�i1 tt.."� •74 y...CR.' PEG S T IE S, E D E A Kt s: "^ . j E pp@@ a :. x.+' b $ $". » ^rI 4} C � I'::, L, KK� '+.fir'; t''6 u.. �.: I"� � JiQ.i�} ON - i i� . _ . _ . �i........_............ S C.,N 'RMI°s#G '`,i q,,."..: P�:;C ,'d C,,NI ''. 10 r'Pf APr ORIGINAL HOME # t 7 7.1t INSTAI } 317X8) BEAM tTYP y_ l rr PNSTAI L FRENCH [DRAIN SYSTEM (TYP p— —w' � t 2 I 2A i a, au 06P.2 i Ik i6� 5 MONO 112 09 0.3 -U 2 -0 8 $— CiOV RED CI%tlCsPhdl><L 1cCiCD ON HOME FRONT INSTALLREMOVE SPRAY FOAM INSULATION AND REINSPECT WOOD FOR WOOD ROT. 1 BEM REPLACE AS NEEDED. PORTIONRESET/RE-SHIM THE ENTIRE PIER AND BEAM INSTALL ••LF OF FRENCH DRAIN WRAPPED,ORIGINAL PORTION OF THE HOME WILL HAVE THE ENTIRE PERIMETER THE REAR ADDITIONONLY HAVE THE INTERIOR OF THE EXTERIOR GRADEBEAM WRAPPED WITH THIS FRENCH DRAIN. THERE IS NO NEED FOR THE DRAIN ALONG THE INTERIOR GRADEBEAM INCRAWLSPACE AS PROPERLYINSTALL A MINIMUM OF 2 SUMP PUMPS, ONE FOR EACH OF THESE DRAINAGE SYSTEMS TO WATER AWAY FROM HOME. DISCHARGE LOCATIONS ARE TO BE DETERMINED BY CONTRACTOR, OBTAIN A WOOD DESTROYING INSECT INSPECTION, W7,11114011114 « ■ PRE -LIFT ELEVATIONS BY CE (9.5.25) 0.0 *NOT TO SCALE - ALL LOCATIONS APPROXIMATE" POST -LIFT ELEVATIONS BYCE # ? (X.X) LEGEND ELEVATION DASEPOINT ® PROPOSED PAUfBLOCK - PROPOSED BEAM IM EXISTING PADIBLOCK EXISTING BEAM 0 PROPOSED PIER CRO!�S"sTowxll •IN i BREAKOUT TBPE FIRM F-1944 - WWW.CROSSTC WNENt INEERING,COM (4 9)-7 1-7 94 - DALLAS METROPLEX iumiiiiiiiiiiii000000000iiiiiiiiiiii000000000iiiiiiiiiiii000000000ii0000000000u■