HomeMy WebLinkAboutSFRA2026-000545 ECEIVED: 02/19/2026
26-000545
DATE OF ISSUANCE: V,10,
GBPENINE 1818 HAYDENBEND CIR
FOUNDATION REPAIR
PERMIT#:
BUILDING PERMIT APPLICATION
(PLEA PRI LEGIBLY- COMPLETE ENTIRE FORM)
JOB ADDRESS:
SUITE
LOT: BLOCK: SUBDII71SION:
BU 1LD1NG CONTRACTOR (company Rome): ApIfIr
CURRENT MAILING ADDRESS: .,60Y \ o �Q I
CITY/STATE/ZIP: VW PH:9 p
Fax #
It PROPERTY OWNER:
CURRENT MAILING ADDRE SSS:
AI
CITYISTATE/ZIP: U4.�� PHONE NUMBER:
PROJECT VALUE: S FIRE SPRINKLERED?NO-
WHAT TRADES WILL BE NEEDED? (Cheek ones Thatapply) ELECTRIC PLUMBING MECHANICAL
DESCRIPTION OF WORK TO BE DONE:
USE OF BUILDING OR STRUCTURE:
Total Square Footage under roof. Square Footage of alteration/addition:
El I hereby certify that plans bave:been reviewed and the building will be Inspected by a certffied energy code inspector in accordance with
NjkStateLaw. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings,
alterations and additions)
El I 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)
P.O. BOX 95104. GRAPEANF. TX 76M (817)4IN3165 0:F0RM60SP2RMFrAPPUCAT10N$ 1102-Rsv.IIM4,rOOS,2107,11109,4iI 1,V19
DDRESS
1818 Haydenbend Cir.
Grapevine, TX 76051
LEGAL
Shadow Glen Addition
Ph 2a & 2b Blk 10 Lot 23
S
*05840155*
PERMIT HOLDER
Richard Childers
Abacus Industries LLC, d
ba Abacus Foundation R
epair
(972) 406-9000
COLLABORATORS
•Richard Childers
Abacus Industries
LLC, dba Abacus
Foundation Repair
(972) 406-9000
OWNERS
•Christopher Dennis
INSPECTIONS 1
1. Building Final
INFORMATION FIELDS
**APPLICANT NAME (Individual)Richard Childers
**APPLICANT PHONE NUMBER 9724069000
APPLICANT E-MAIL
VALUATION 5000
DOCUMENTS - MISC 01 1818 Haydenbend Circle - 26 - Permit
Application.pdf
DOCUMENTS - MISC 02 1818 Haydenbend Circle - Dennis - 2025
- Initial.pdf
FEE TOTAL PAID DUE
Building Permit Fee, ($150.00
Flat Fee) Simple Alteration $ 150.00 $ 150.00 $ 150.00
TOTALS $ 150.00 $ 150.00 $ 0.00
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).
February 23, 2026
Signature Date
City of Grapevine
PO Box 95104
Grapevine, Texas 76099
817) 410-3166
Building - Residential
Alteration
Project # 26-000545
Project Description: Foundation repair [ELECTRONIC
REVEIW]
Issued on: 02/23/2026 at 11:33 AM
MYGOV.US 26-000545, 02/23/2026 at 11:33 AM Issued by: Connie Cook
Page 1/2
CRO' SSTOWINI
I RU I: I LOUL MONU RIN6 HOW A CUIADAIK,M aNW�k 110.4
Date: February 17. 2026
ATWOWs Maws I'murdation Repair ovia eniaih & Property Ownim
SWUM: Pre- Fou n clarion Repair ConsultaTion Report
Shib FowmAdon
CAN GrarievAe. TAL 76051
Oood Afternoon:
,faµ&E
14 ra FP R 0 V A �L 0 F R, V1 S E ED
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PLANS,
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Proode a Agnel and
Ske VOOMMI and'*
approval Ot repah-s'
cc�rq)V�e
CRamown Enginextrig WE) was retairied to conduct a revie", of the Ininied foundafion repair plan pmpmed by
.Abacm I'murdarion Papa d ithe coturactor) to deterninle. in caw opum . ori. if the recommended remediation plan is «1
reasonabie r4an of repair based on the rNmAm elvimion nmp paxWed.
The contractor provided a Muded repair plan That nucluded the pier locations and ge-A elevatknis Or the strimure
for our reviem No other in1brinathmi was provided regarding prior erighwering reports, Iocorinmendaticais for fouri-
dwron rqmbs or construction documents reladve to this mcm, If exh6ng rhos are shown 0 the linked repair
plan. their locatiorls vvere pro-,-rded by the client and are aplwoxhrimed. We do not certify their performance Orex-
isterm If the reader would fike to dearnline if Hwy umv present. they inust Contact The owner or contractor to ob-
tain ail eughweerhig ceNficze for hem. CT has not performed to AM inspection of the strumure.
Tire slah-cai-grade Amclaxion has settled towards the areas N-viiere piers are located Oil the thilited repair plarl and
phi sisal danmge is present m0ch it lemes as need Or rernedhi measures according to the contractor,
Abacus Fomidation Repair has recommended performing the followilig in, the approximate locations cif the struc-
tureas, indicated on the filmed repair plari:
Adjusting ' existing pilings.
The imindation repairs, are to meet or exceed 2021 IRC. Upon ro-im of the elo,,ition c1rawkig and based on die
comractor"s mminrum of the pmpaq% we behove the pmTosed ANN mpair p1mi to be a rnsmmbh and Atited
fepain
This rVorr pi" vides (mir reasonable professional opirnon of the condition of the foundatim on the grate A the in -
spec ircui Q the conmaor and is based on the dam provided to us and ches not take into Consideration ally changes
in the condition of the foundation or sods after Han daty The commlis of AN repml supersede any xvi-bal coni-
mems nmde regminig tire structure behre. during or after die imputlom Ahhough document review is mi integral
prin of the Rnmdarion repad process. we reconrinerid obtainwig at visual Anpution by at twensed enghwer W cmi
counplete this Asual hispection for mi ackirtional fee.
"amx � M
This limited repair pica A intencled to a f6 provide reasonable repair to huprove the perriiiancet,,` �TVM ltef "mi'm
is not imencled to tool the Suldaidori, The coun`aCtOr shall deiandne the amount of em" W'W
based oil the reachon of the strucmre during the HR W NW no mininlize daniages and additi0q; �m.
Because dw suumme has michmed lire -repair founciaTion differential niovenlent, residual 10,
percep6ble floor slope or other micerible isRies may remain following the foundation repair's, "Image to the itilic-
ilwe nmy mhe dining the Smadmion repair humUmAn aasties, 0 2 8Y' L A RR Y G R, -4 Y
Age 1 of 4 - DWw 19 175026
XL �QNQ;501 M ""WK,
The soils, beneath ind surrounchniz the structure nre known To shrink mid swell ais The seisolial soil moisture content
1111clumes, MovillL- f6rv,-z1rcL we "inucipate thm 'chile micks ill the interior ind exterior NvAls NN-111 surfince clue to
Selsoll.11 lilovenlem withill Tile soilR° evell :after foundarion repair. Periodic repair of This Type of cracking may be
lleeded,
A foundzition and ymd waterillLT Ind follilkhtioll in.lintelillice program v,-ill help control seasonil movement. It is
iffli.)OMR111 T113t The "loils be stmblfized <md 111"lillu'lined -whit ur-tss ol, ground Cover aroluld the perinleter ofthe struc-
, - ture. In 'Idditioll. tree Gmd sllrlib relllOV,11 Or 1`001 IMITiel- ;Ire stemr-;11We if Trees Or bil�,hes are Observed to
be Close To the foulldilloll. Tree roots can anise' -hewe- Or 'eldellieril Cat the f(lundItion where rools cIroxv mid :11)-
�,orblilc>istiile over firile when philled Close To the foulld'ition (tree rool", emelld npproxinmtely as fnr or further thmi
tree limbir
NImnumminz tile ;oiLs cirolrlld tile "'trimure to -slope 1W3V fi,0111 Tile 101 nd.9tion to prevem excesive pondincy ileac the
10uncintio1l fit nrecis OmT ne not nlre,,idy sJopjng away vill help prevent fulurre 101111datioll movelliellt, We vecom-
Illerld dint ,1 1,1111 "nater -w,.,Tem it LnItter exTellsl(ws lie Illaffil"Illied to dischnn-Te :1 Of4 feet fl-om the
fourld"111011 olot ill klnd",C;lped flower beds or uly o1her loc;ttion th,,ii will tail, wmet ue�ir tire foundation), Ponding
nen the foundition cm cmi�e (upward 11lovellient of the foundmioll 1. ettleillealr 01, tile foundation due to
overk, Siltuniled cim-'s soil or erosion of surf ellibedilleliT .lrourlki tile foullckilioll.
If the owner, m mv tulle. observe," S1,111"IllIQ w"Iter near the fbundmion. we recommend tlim They consult with tits
elwilleer or as di"'11,11"Icle contractor llllliledimelv
We recommend pre-liff "Irld post-tift plumbing tests be p erformed on pomb rile sewer and le plulin mbing es. All
fe.lks sliAl be repaired inuuediaately
Disclafmcr.
\Ve do not wurrim the furure perfornimice of The subJect fc-ma(Lition ind the realer is urged to revievv tire Disclosure
& DiScklinrer for other limitntions <ind -s[Lindird recoriimenduioas, The limit of liability is limited totlie feelizild
for This opinion. No further au'reelliell! �Ilafl be llmde� ilitered. or v,)ried except by wrillell Instrument,
Thi-s rel)()n h,,ls been completed to document tile repairs to be implemented by the contnictc-ir. NeitherCrosstown
Fm-nneering nor Ackmi Green. P.E- ,ire responsible for litibility to tile owner Or others for acts oi, omisslon-', tat lilt'
colitmctcm, KI CIrry oul [lie repairs ill 'Iccordance with the z1areellreill (if for the collstilictioll nleml�. nledlods. fecti-
niques, procedures 01' tile "'Aely prec,m)tlonI : 111clIfent thereto. 'rile comr.-mor is solely responiible for tile
wm,vantv of tire work they perforilled ill '-wCord,111ce with their aloreenlelll.
pleise see tile pier Specifications and lintired rep,,tir pkin for more inftIxtilatron.
Sillcerelv.
Crosstown Land Developmem Services
Tex�is Ewzineerinlz Firm (F- 1 :;9-44)
Ad,,mii Green. P.E.. NIBA
ProfesSomil Eli61neer JX --i !6597€
02, 17 2026
OF re
'Ar ', %% 4
. .......
ADAM A GRE,.'�
ji659TR
to
Page 2 of 4 - Date: 2/ 1 71/2026
CR61SSTOWN
4PKM?094A). i NWNEj,k1h6 sIUMf A + <1QNUAI;na% NNVN t PON
DISCLOSURE 4K- DISC LAIAIER,
t
11 is
a al�e known tip kno-,vredgei � sul:�Iecl to 11101—'Inort dire to expansion. Con-
, , bie profess"Um sig"Yers that the sas "I Th" am
TracTion or denzat , icatroil of Hie skals eto ThA sod nrovernent cmild pondAy came Th& Rnind"tion to move af�e' dw ronediadon
pbn w9hin be wtached report has beert irnpl,-inerned and may irtipact the imbdiry of die foundation and cause dwriage.
NO TARRANTY IS EXPRESSED OR IMPLIED BYTI-11"'., E\"('.iL\7EER AS TO THE PERFOR.\1j-\-NC E OF THIS FC)UN-
DATION OR THE REPAIRS THERETO I)Qwit founciation mainwrimse to rimimak cmisnarn ski conditionsalmg W
perimeter should raMce furthei prohlenis after The reconinrendahmn mAhn dw report Ji"Ive Deer' irnplolrentedHowever, sed-
*ofall Irroisture val'iations, vs'kiter leakS, el'o'1011 and other the aiability ofine %m5don and pra IT in dngsa,
of Ruhnsr dwnage
REPORT U-MITATIONS
Thl� report is written Rn Khmnarknal purposes Wy and in not intsidwi to be a dolled teelmical evahrmion of the ptyperq- or
Bali invensAy of c6feem The opmkws expmsxed in din import are based oii a vim! oaMhoii of cuneir, condition, observed
at dae trine of the in.:,pe.tnwn. THERE IS NO "ARRANTY. EXPRESSED OR IMPLIED, CONCERNIN6 THIS EN(JI-
'\,'EERI\'CT REPORT.
The hiflimzOn in HAs rqw srWeneiks mW verbal canumury expamed or riniqUed. arade by Closmovon Wid Development
SnvVes to its prkQmL. mews or employees. The cling agrees drat neither CI nor in suployees cc owtters will be re-
spoilsole fhr:
I. K-nowledge of the submwKe condlons without exienshm geowdrai"i dma Amiried frair on in Wrig and resung of the
recovered sarnp
2. Riowledge of cracks, v---Tical' differential dipheernart of floms wirhour uncoveiingof the floor by the client. and
1 Aay other elernew och as josts or bemns and zither smienmal inerribers than is boxed oroilienvise not readily aN-milabit to
CE An vVenlyntid mleases C. from any hability atrl'ilxrfable to such knowledg-, or condlitions.
Any prendbed repair or niahatenance plan Clashed Q;y dis report is based on observations of appaloc, P'-rfonriaric'- of the facil-
ity at the tams- of His suricniml survej% Coinplimice with any code or specificmku orher dran as expressly noted, i,-, specificaRy
exchrde&
The providul Floor Elsvition MW mid resuhmig an bued an avid6wis m they nov `xis? and DOES NOT
1.\IP1A'('.')R WARRANT THAT OTHER PROBLEMS AND OR AREW MAYNOT MANIFE-.,T IN THE FUT�..`RE,
"Fins veporl Nva'--, prepared expres"Ay for The cHnn and exprenly & dre pirywes indinated In- The client. Peinksion for use by
any mher person W, ony pni-post, of in, die clitair tor different ptirpose is denied unks mhowine mmuhn wKy I, C., E.
CE SHALL HAVE W LIABILITY FOR ACTS OR KAUSSION",, B'' THE C(. NTRACI OR OR HIS St.:BC(-.)NI-RA(.-.'T(-)RS
PERFORMING NVORK ON THV� TIRCUEC1. OR THE FARIME C)F THE (INTRACTORTO PERFORM THE WORK IN
ACCORDANCE WITH THE REPAIR PLAN. CE IS NOT RESP(_)NSIBLE FOR THE CON!","TRUCTION MEAN',"'. -'\IETH-
ODV TEC HNIQUES, -SEQL-,E\-(-- E OR PROCEEKLMES OR THE PRECAUTUINS INCIDENIA1 THERETO.
CE expinsAy EVISCLAIMS ANY WARRANTY OF FITNESS FOR A PARTICULAR 1,1_7RP(-.)SE mid the client expressly
disdarins That A has unmacted Rv or mcehyd any warrang of 5mess for a pm6ndar purpose wrth re-�j)ect to this report. THE
REPORT UNDER THIS AGREEMENT IS THE OPINION OF C. AND THERE ARE NO NVARRA
BEYOND THE DESCRIPTION ON THE FACE OF THIS AGREEMENT.
Page 3 of 4 -Clue: 2il 7/2026
vl%i
E C E E
E'�
AS WE V "A My S'
(IMAN6 BY LARO'GRAY
CROSSTOWN
13
MBR
V.G.0.2 01 1 E
O.51
0.2
0.
BA —J
01 0.31
G
Millennium Concrete Piling - BreaKout Tunnel - No Backfifi
=4 Adjust existing
7 0 f'"xisling - No Adjustment
lDft
ISIS HANT)ENBEND CIRCLE. GRAPEVINE. TX7605 I
PLEASE NOTE:
THIS DRAWING IS PROVIDED FOR PRELI\IINARY PERMITTING PURPOSES ONLY AND Is A
LINIITED PLAN OF REPAIR, ADDITIONAL WORK MAY BE NEEDED ONCE THE FOUNDATION
WORK HAS BEGUN BASED ON THE PERFOR-NIANCE OF THIS LIMITED PLAN OF REPAIR,
CROSSTOWN ENGINEERING HAS PROVIDED REVIEW OF THIS LI.NIITED PLAN OF REPAIR AND IT
IS Ot7R OPINION THAT IT IS REASONABLE AND SAFE FOR THE STRUCTURE,
IF INTERIOR PIERS ARE SHO'"N ON THIS DRAWING THE CONTRACTOR WILL PLACE THE,\1 jp
BASED ON THE LOCATIONS OF GRADE BEAMS. PLL".\1BI-NG LINES AND POST TENSION CABLES. Zi
THEREFORE, THE LOCATIONS SHOWN ON THIS NNIAP ARE APPROXINLATE. THE CONTRACTOR
SHALL PROVIDE THE ),IEANS-AND--%IETHODS OF THIS INSTALLA-TION. ADrATI(.)NAL REPURS
.\IAY BE REQUIRED UPON REVIEW OF THE STRUCTURE BY CROSSTUXX ENGINEERING.
THIS IS A PROPOSED SCOPE OF WORK AND HAS NOT BEEN CONIPLETED THEREFORE WE DO
Cros6 wn Engineering
NOT CERTIFY ANY EXISTING OR PROPOSED Ff.)UNDATION REPAIR tit ON 11-11S NIAP AT THIS
F:,'�5944 p
TLNIE, Texas lingirvi§&�ing�Fjft-,( 4,
IF 'THE READER WOULD LIKE TO BE CERTAIN THAT ANY PR01POSED OR EXISTIN(w REPAIRS Green4illlfeA''k�e,
HAVE BEEN CONIPLETED THEY AlUST REQUEST AN ENGINEERUNG CER'111"ICAT1 FOR THE Dallas, TX, 75206::—�
In
SUBji-c r FOUNDATION WORK FROM THE FOUNDATION REPAIR CONIPANY. R
..... .... ...