HomeMy WebLinkAboutSFRA2025-003956 ECEIVED: 10/15/2025
I DATE OF ISSUANCE:
25-003956
1902 HUNTERS RIDGE DR
FOUNDATION REPAIR Plr #:
BUILDING PERMIT APPLUCATION
M= LEGUMLY - CO3 -P-LEETE M-i-ME F-DR-M)
JOB ADDRESS: —J-qQ2J11n1emjjWge Dr
LOT: BLOCK: SUBDIVISION:
BUILDING CONTRACTOR (company name): Pinnacle Foundation Repair
CURRENT MAELING ADDRESS: 601 Dickey Rd
CITYISTATEIZIP: Grand Prairie, TX 75051
PROPERTY OWNER: Mike Nemec
Sulu #
CURRENT MAMING ADDRESS: 1902 Hunters Ridge Dr
CITY/STATE/ZW: Grapevine, TX 76051 PHONE NUMMER: 928-279-0044
PROJECT VALUE: S 7240-98 FUZE SPRINIMERED? YES NO
WHAT TRADES WILL BE NEEDED? ELECTRIC PLUAME'l AMCHANICAL
DESCRIPTION OF WORK TO BE DONE: Install 8 total pilings
USE OF BUILDING OR STRUCTURE: Residential
•
6 - full I 7'T
#
fee III
P 0.130X 95104. GRAPEVINE. TX7609918171AIW3165 0:1FORIASWSPERNIPAPPUl
PO Box95104 Alteration
Grapevine, Texas 76099
817) 410-3166 Project
Project Description: Installing (8) Pilings for Foundation
[ELECTRONIC REVIEW]
Issued on: 10/3012025 at 4:57 P
f=t�`
LEGAL
Hunters Ridge Addition-
pv Blk 1 Lot 13
A13
S220 1
"06478247"
PERMIT HOLDER
Robby Brown
Pinnacle Foundation Rep
air
(972) 251-0018
'--'OLLABORATORS
Robby
Pinnacle Foundation
Repair
251-0018
1. Building Setback
2. Building Foundation/Footing
3. Building Pier
"APPLICANT NAME (Individual)
""APPLICANT PHONE NUMBER
APPLICANT E-MAIL
VALUATION
Square Footage
" CONSTRUCTION TYPE
* OCCUPANCY GROUP
1014T6711IT, 10'II1 RM IT, IItiY+I�
Robby Brown
972-251-0018
iooinclefondtionrir.co
71
9
V
R-
Initial Report 1902 Hunters Ridge Dr
10.14.25.pdf
Grapevine BUILDING PERMIT
AP P 1 _201511091509043772. pdf
-5.4
FEE TOTAL PAID
Building Permit Fee, ($150.00 $ 150.00 $150.00 $150.00
Flat Fee) Simple Alteration
TOTALS $ 150.00 $ 150.00 $ 0.00
TT-TUETTL FIRW
I AEREBTCERTIFTTAAT TAE FOREGOING IS CORRECT TO THE BEST OF
MY KNOWLEDGE D ALL O.WILL BE PERFORMED ACCORDING TO
THE DOCUMENTS APPROVED .. THE BUILDINGDEPARTMENT iM IN
COMPLIANCE WITH THE CITY OF GRAPEVINE ORDINANCE REGULATING
CONSTRUCTION.UNDERSTOOD , 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 ,
_. ...... Page 1/2
MYGOV.US 25-003956, 10/30/2025 at 4:57 PM Issued by: Amanda Robeson
THE DESIGN PROFESSIONAL /OWNER IS RESPONSIBLE•' OBTAINING
SUCH APPROVAL FROM THE APPROPRIATE ST* AND OR FEDERAL
*
Signature
City of GrapevineBuilding Residential Alteration
Project # 25-003956
October 30, 2025
Date
3 k S 1 d
NOTICES
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 2006 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) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M.
INSPECTION 112:0 P.M.
> PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION IL IN THIS OFFICE.
Page 2/2
MYGOV.us 25-003956, 10130/2025 at 4:57 PM Issued by: Amanda Robeson
.. .......................................................................................................................................................... ********" ' A L L C f I A KI G5 E "S R E I R E
VAL. OF, REVISELD
PLANS
E
Da t e October 1 202
Aueniioii: Pinnacle Founciation Repair (via emall) & Property Ov"ner
Sllb,ecT: Pre -Foundation Repair Con-sulmiron Report
Slab Foil lid a Ticmi
1902 Hunters Ridge Di,,. Gn�ipevine. TX'7605 1
;food Aft,-riloow
2'�
Z y 7
Crosmown EnL)hieermtz (CEI was retailled to Conduct a revie", of the 111111ted f0undmion replairpl,-Ill prepared by
111milade Foundation Repair (tire contrictor) To determine. ill our opullon. if the recolillileircied reilledial loll Plan ji as
reasonable plall of repair bas-,d oil tile rehitive elevati011 ill all provided,
Tlie contractor provided a limited repair plarl that Included tie pier locations Ones pre -lift elevmions for the structure
t - ov our review, No tither inforill"Itioll ivas provided ret"tarding prior engilleering repons. recollinlendalions foi. foull-
&�ttlorl repairs or Construction document'; relative to this structure. If existing plers Aire sIlowll ill the limited repall,
plaii, their location, were provided by the clierit and are approximated. We do not certify their performance o,., ex-
istence. If the reader would like to determine if they are presem. must Contact the owner or Contractor to ob-
tain an engineering certificate for Them, CE has n�-m performed a visual 111"Pection of the qlrllctllre.
The slab-on-6zrade foundation has settled towards the areas v-here friers are located oil Tire limited repair plan and
physical dalliage is Present which indicates as need for remedial measures accordiug, to the contractor.
Pinnacle Foundatioti. Repair has recommended performing the followhi2 ill the approximate locations of tile struc-
ture as Indicated on the firrilted repair plan:
Inzitaliffliz S totat pilings (6 exterior, -' breakouts).
I
Upoll review of Ille efevarion drawing, and based it tile eV' 11LMIlOn of the property. we believe the pro-
posed hillited repair Plan to he a reas,orlabje arld hillited repair, ,I Ile foluldziTion repairs dire 10 111,11"t ill" exceed 2021
IR("".
E.Vpectwifm'.,� mul Aekhtiopial
This report provides our reasonable professioiml opinion of Ore condition of tile foundatioll on the date of tile ill-
Spection by Tile contractor said is bused ot, the data provided to us "inn doe-, not take Mfo Consideration any clialiges
ill tile condition of tile foundation or soils after fiat date. Tile contems of this report supersede 111v verbal k:()Ill-
nieniq made retjal-diinz tile a,iructllre before. durul'a of after tire Inspection. Ahfiough document review is an imet,�Traf
part of the foundation repair process. we recollaillelid obtaining a visual Inspection by I licensed eugineer(.-'E clan
colliplele this vislial inspection for an additional fee.
This 11mited repair plan Is Intended to provide to reasonable repair to inrarc)ve the performance of the foundaTion and
is not intended to I-1vel tile foil n-dation. The contractor -,hafl deiermine the amount of elevation correction needed
based oil the reaction of tile strucitire durinLT the lift in order io minimize dlmia,,,-es and additional stress.
Because the structwe has encaired pre -repair foundation differential movememresidual differential elevation ,inn
p1n:epuble floor slope or oflier rioticeable issues may remain following the foundation ivpalrs. Dama,ge to the Struc-
ture mav arise durinLi tile foundaiion repair insfallati011 .acllVllles, CONSTRUCTiON HOURS
1 - P j
a
FR'OM REG,!STEFIED 1ENGIte'E"ER
CONFIRye PAHNG SMEE 11hiSPECTION A,',)r-,
APPROOVAL Oirz PiEIR VI'HEN
IVIOIND! Y I - SA'(1-11IRSE)AY "'DMLY
PNO "LOJORK PUR'NNT-FED ON SUNDA)"
Date: '10/17/2025 1.-11-1.1— 11.11.11.1.1 11.111-111".." -,� � �-� :- - j
... . . . ...................... .. . .. . ... ....
CROSSTOWN
It IPA! r W!Nb,WW,- •40H� & E 0,7%LIAW)k WP� I f "-
The sods beneath and surrounding the structure are known tea shrink and sm& as the venoinal soil morstirre, content
fluctil"nes, �Nlovillg forwam. vy amicipate that some cracks in the intaicir and eme6or =16 "A mutate cMe to
seasonal mvenva mithin the sods. even after foundation repair, Periodic repair of this type of cracking may be
needed,
A foundation and yard watering and foundation maimenance program US hop comml seamal itrovanwit. P Is
important that the soils be stabilized and mairnaked NAM grass or ground cover ar;wnd Me 11m1nmw of die sum -
lure. K addibu. tree and slimb removal or root barrier installations are advisable if trees or bushes are obierved to
be close to the Awidwkw. Tree raw can came -heave' or settlement of the found.ition where roots glrow and ab-
"orb moisture over nine when plained We to the hatuidatkni (tree mus extendapproxiniatoy as far or but wi; Man
ime limbs),
Nlaimaining die sods arowid the swumwe to Aye arty trorn the Undation to preVent eXCeSSIVe p0nding near the
foulidalion ill areas fllaC are not already sJopjng away will help prevem future foundation movement, \Ve recolir-
nwnd that a Ul iyuitei- sy,.,tem widt giver emewims be nulmrairled to discharge a ninlimmil of 4 teet troill tile
foundation (1101 in landscaped flower beds or an, other location that will trap water ne'll. the fbulldalron)Poilding
near Me foundation can cmise Aeaviiig- tiqmard ulovenela of dw f4mclatiou seakneln of Me Rqmdmkn due w
overly saturated clays qoil or erosioll of Soil ellibedilient around tile foundation.
If the owner, at fury tinie. observes stallding, water llear the foundation. "v recomnwnd dmt they emmult "th all
engineer or a drainage contractor immedjately.
NVe recommend pre -lit and pmt-lift phlnibirig tests be performed on the semvr and potable plumbing lines. All
leaks Wall lie repaired immediately.
L&Whner:
We do not mumn dye Sure performance of are subject founclatkni and the reader" s urged to rviev dw Ehsckwure
& Disclaimer A other Admican and mandard recommendations, The Idnit of WHO is tainted to tile fee ])aid
to this opinion, No further ag, ree Bleat! sIlafl be lllade� ilitered. or varied except by wrhleuinstiUnient,
TV repwi has been coniplmed to docurring tile repairs to be iniplernemed by the contractc-ir. Neither Cros'stown
Engineering nor kdani Greell. P.E_ are ruponsHMe A liability to the owner or others for acs or omiss-,ion-s of the
coinractor to canmu We repairs in accordance m1h flied agreement or for dw construction means. Ine('uxis. tecti-
niques,sequences, pi-ocyclums or the saWy precoutHis incident thereto, The contractor is solely respotBible for the
Nvnirirliv of the Ark thy iaerhanwd iii mcmAmwe "In Weir agremnent.
Pleases,ee tile pier specineptroris and limited repair' phn for imme hifolumiln.
shwe.K
Of -
Crosstown Land Development Services
Texas Engineering Firm ff- 15944)
X ADAhR A
.Adarn Green. TIE.. N113A 4
Profez,sional Engineer (TX 116597 10 17-2025 1 40-
CROSSTOWN
'0,WA, It IPA! X W!Nb,WW,- •40H� & E 0,7%LIAW)k WP� I f 01,I
DISCLOSURE & DISCLAINTER
It is known to knowledgeaMe proksional eqr7m�,--,rs that the o)h's A this Area are w1ka to ram-emns dw to expmuln car-
tractIOU or derisifintion of the salts en. This ski raxwenreirt ccn9d POSSibly 4011ho do &MMISM12 To nwve after the rernechalion
plan within the artachedl report has been inTlemented and may irapaCT tie Stilbiht"- Of Tile foundation And call-; dalllage.
TU) AARRANTY IS EXPRESSED OR IMPLIED 13Y THIS ENCHNEER AS TO THE PERF(,)R.%IANC'E OF THIS FOL-N-
DATIO'NORTHE REPAIRS THERETO. DOgwit buriJaMi nwintenmwe to inainvain ewwwalt sod condic[ons Wag die
pedmeter shmdd adwv hwher proVin-,aftef the recoirlinendatiolis withill This rep on love been urlpleliarltefL However,
sea-
s nal nwistwv xvidwkvan "Aar Wks, eivionand oboe fa crea's Isla affeci, tilt; siabiliry of The Whion and pm I in dmWer
of funher cbruage.
RXPORT LIMITATIONS
This 1Vp0rT i-, IXFINu for informational plwpoles My and K not AwtWed to be a Mailed ieckiwal volumion of tilt' propert-, or
an JanvuRwy of defews. The ophws expvved in dris wport are based sari a Qual valuation of curran conMons obaswi
a; dw t1w of rile ni,,,pecnon. MERE IS NO WARR,-�NTY. EXPRESSE-D uR IMPLIED. C()N,'cERNI-N(-i 'THIS FNGI-
NEERINCT REPORT.
The hiflorrivaWn m M repon mWersedes wly iWal wunlents, expreved or implied. inane icy Crosstov,-n Land Developnalr
SaNwes or Is pdncQK. agent-,-� or einpioyees he chart agaw Am nerther (IDS nor irs, elriployee, or owners will, lie re-
sponsime Rx:
1, Kiioxvledzge of the m9surlwe condinons without -xiensive jeo--chnicai diva obtained from cwhe TrMlig and resting of Me
recovered saniples,
2. Kowledge of cracks.vefricai differential dispWanna of doors vchliour uncovering of tire floor by the Chant. and
3,Any other elenrent mwh as joists or heals and other Wttructuxal nollibers rhat is boxed or otherxise not readily available to
CE Q MwiijAnd releaser; CE Mn Any lialmlity arti-Turahle to such inrowledge oi condiiiorrs
My Fqvscribed repair or inahwellance plan demiled by ibis report is, hand on observations of appao�llr performance ofthe facn-
Q at the thre of Ks suactum!"survey, Clunphance x0h, any code or specificaGn odor don as exptssly noted is specifically
excluded.
The Inwded Floor Elvation NIMi and resuhhug reawnumnMms we band on coalknis as dwy now nivi and EVES 101
IMPLY()R "'.,",RRAXT THAT OTHER PROBLF',%V.,.,A\D OR AREAS.\IAYNOT \1ANIFE`.,T INTHE F1.,.'IT'RE.
This reywi "ots prepared expre-,,:,Iy Ar The it aM expressly 50 dW PlUpMes IndiCaled tj'The chant. Perruision Q uw hy
any souls r person for atly purpo,,e, or by the client for Mhurnt purpose is demed ulhesolliel,wi,"e stated ill writing by CL
CE MALL HAVE N(--) LIABILI I FOR AXIS OR (AITSVIONS BY THE CIATRACTOR OR HI'S SUBCONTRACTORS
PERF(MMING MURK CYN I HIS PRCMECT. OR THE FAILURE OF THE CQNTRACTOR 10 PERFORM THE W(MIK IN
ACCORDANCE WITH THE REPAIR PLAN. CE IS N()T RE,-2,P(-),\SIBL-F FOR 'THE CONSTRUCTION
ODS. TECHNIQLM 1MQ1VNCE OR PROCEDt-RES OR THE PRECAUTUMS rNMENIAa THERETO.
CT mpasAy DISCLAIMS ANY "'ARRANT Y OF FITNESSFOR A PARIKITAR PURPOSE mid Tile Client eXpfeSsly
Mclahns That it has vetwed Q or weisyd any warralily a--)f fitness for a parricuiil p11Q)0-,e%ViTh fOSPeCt to This i-cpol't. THE
REPORT I-ADER THIS AGREEMENT I', THE OPINIONOF CE AND THERE ARE NO WARRANCIE' ,.,' THAT E",-.TEND
BEYOND THE DESCRIPTION ON THE FACE OF THIS AGREE.MENT.
Page 3 of 5 - Date: I Oil 71'2025
I ......... ..
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TEEL SHIMS
ONCRETE CYLINDER
NCRETE OR STEEL CAr
-STEEL CAP SHEET
2-V8" OUTER STEEL P
2-3/8" INNER STEEL PIPE
1902 lff7N*rERl'-.,klD0F DR_
ORAPEVIN E, YX 760; 1
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10 17,2025
CROSSTOWN ENGINEERING
TBPE FIRM F-15944 - VVIAVV CROSSTOWNENGINEERiNG,COM
ROSSTOW (46'9) 751-7694 - DALLAS %lETROPLEX
STRUCTURAL ENGINEERING r+3f.lE & K,'JNDA7k-)N !NSPECTION
STEEL PRESSED PILING DIAGRAM
CROSSTOWN
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1902 HUNTERS R1D6E DR.. GR-APE-VINE, I-X. 60 5 1
PLEASE NOTE:
THIS DRAWING IS PROVIDED FOR PRELIMINARY PERMITTING PURPOSES ONLY AND IS A
LIMITED PLAN OF REPAIR. ADDITIONAL WORK -,\L,\Y BE NEEDED C)-NC.E THE FOUNDATION
IVORK HAS BEGUN BASED ON THE PERFORNLANC'E OF THIS I-IMITED, PLAN OF REPAIR.
CROSSTONVN ENGINEERING HAS PROVIDED REVIEW OF THIS LIMITED PLAN OF REPAIR AND IT
IS OUR OPINION THAT IT IS REASONABLE AND SAFE FOR THE STRUM RE. J,
IF INTERIOR PIERS ARE SHOWN ON THIS DRAWING THE C'ONTR.,kC'TOR NVILL PLACE THEM
BASED ON THE LOC:ATIONS OF GRADE BEAMS. PLUMBING LINES AND POST TENSION CABLES.
THEREFORE. THE LOC:ATION'S SHOWN ON THIS NIAP ARE APPROXI'-\U\TE. THE CONTRACTOR
SHALL PROVIDE THE MEANS -AND -METHODS OF THIS INSTALLATION. ADDITIONAL REPAIRS
10/17/2025
.MAY BE REQUIRED UPON REVIEW OF THE STRUCTURE BY CROSSTOWN ENGINEERINCI,
THIS IS A PROPOSED SCOPE OFNVORK AND HAS NOT BEEN COMPLETED THEREFORE NVE DO Crosstown Engineering
NOT C ERTIFYANY EXIS'T ING OR PROPOSED FOUNDATION REPAIR NVORK ONTHIS M,AP.ATTHIS
TIME Texas Engineering Firm (F-1 5 )944)
IF 'THE READER NVOI-11) JJKE� TO BE C.ERTALN THAT' ANY PROPOSED OR EXISTING REPAIRS Greenville Ave, Ste 320
HAVE BEEN COMPLE.TED THEY MUST REQUEST AN ENGINEERING C'ERTIFf("ArE F(-)R ']'HE Dallas, TX 75206
Sl.'BJE(-,r D)UNDATION NVORK FROM THE: FOUNDATION REPAIR COMPANY.