HomeMy WebLinkAboutSFRA2025-003525
r ,ram
PO Box 95104
&a ,3,vne Texas 7609-9-
ADDRESS
2820 Peninsula Dr.
Grapevine, TX 76051
LEGAL
1placid-Peninsula
'i'dtaftm
PERMIT HOLDER
jose salazar
Ru
- jose salazar
3rd Gen Retaining
Walls
(817) 962-7372
Building - Retaining Walls
& Screening Walls
Project # 25-003525
Project Description: Construct Engineered Retaining Wall
Sandstone retaining wall 11 Oft long, 1-5ft tall [ELECTRONIC
REVIEW]
Issued on: 10/23/2025 at 9:41 AM
NEREWASIUM
1. Building Setback
2. Building Foundation/Footin
9
3. Building Pier
INFORMATION FIELDS
APPLICANT NAME (individual)
—APPLICANT PHONE NUMBER
APPLICANT E-MAIL
VALUATION
DOCUMENTS - MISC 01
DOCUMENTS - MISO 03
FEE
as�
9
Jose Salazar
8179627372
6000
2820 Peninsula building app.pdf
2820 Peninsula Retainng Wall Site
Plan.pdf
2820 Peninsula Dr Grapevine TX 76051 -
SEALED-090425.pdf
TOTAL PAID DUE
$139-00 $139.00 $139.00
$139.00 $139.00 $0.00
Page 1/2
MYGOV.US 25-003525, 10/23/2025 at 9:41 AM Issued by: Amanda Robeson
City of GrapevineBuilding - Retaining Walls & Screening
Its
Project 25-003525 ;s
NOTICES
� ' i r:. i r x.. i I r t... .. i • x � #.. s � � r � i � i.'i
i i'-„ r y '',r �. i "` i ...� i♦"`. • r,': .. 1 'r 'r i i...
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 IS 12:0 P.M.
a PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION I IN THISOFFICE.
Page 2/2
MYGOV.US 25-003525. 10/23/2025 at 9:41 AM Issued by: Amanda Robeson
'S R"f�iikp
S39031'54"E 59.00'
10'Ull ESM"r
q F
fj: j K J,
j rII�
'ILI I
7-4-
I —L,-- 7-31-
o
rl
— — — — — — — — — — —
FR,,--)NJ BLDG LINE:
0 0
O
z
MINIMUM FINISH FLOOR
ELEVATION: 572.5'
--
(ASPHAL r
--4 - ------ ----- ----- ------ ------ — — — — — —
N38'33'00"W 101.00,
PENINSULA DRIVE
RECEIVED: 9/22/2025
25-003525
(50'R.o.w.)
2820 PENINSULA DRIVE
RETAINING WALL
CONC HFAMALL I OR Cul.vuRi,
--\CTU,A[, I-OC,,\ FION, OF pjpL
(INKNO\\ N,
-VISMNIDATF RT\-ISJON
2820 PENINSULA DRIVE k .. ... . .... RT
GRAPEVINE, TEXAS MONTELEON DESIGNS
k d..�, d.( rn, a.,,: ,iL,.
33' N. 8,h St— S,Liit�# 204 0 ... ........
Ni,dl.tli,, T— 76065
Al469.774.4725
ABBREV
GENERAL NOTES
A
-I --U-LSION 01 UIRS ANO G--N-1-G-l-L -lM1-t-I -rR-NA II(IN -----
_ , v I
DFSIG!V 111DS
E
ROOF
7T I
-
1UY OF R\I ILLS IRLISS DEAD LOADS 1. PS}
TUP OF C'FILNG IOISTG DEAD I OADS 10 PSF
ITV(+ '_11 VSF
C
NSININIU\ 1 LINE LOAD YLR ASCU
- -- T :,.
tit\'AIFU ILL OORS
LOP OF IUISISIK11vti UI,>01 U4Oti II PSF
EST ONIUI IUISISI—S DLADLUADS IUPSf
I FIT. 40 PST
- - --
MIVINItAl L FEE, LOAD PER ASCL'f
D
UNL1:5 611 PSF
EGRFSS IllII PSF
GROUND ILOOR
Sl'I'FROTPOSF110LAPFI)\DS 10 PSF
LINE IT PSl
WIND IkUS
BASIL' WFNU SI'FH)= III \IPH 13 IF, OFF) ITS I I
\N IGITIMIDFLA ILLACIOR 10
NY NDE\POSURECATFGORY B
E,HRNII PKI-SSt RT'('11LEfl( RNI=
SFTINHC IDSFGROIT I
SI:fLOM' ULSIGN CA I (GORY _
SILT ELMS D
BOR DING ECI LTANCY CATFODRY - IT
-0,11,
R. LIGHT
R. IGfIT FRIN11: IN ODD SIIE:AA R+ALES
SNO\V LOAD 5 PSI
SON PIOFNFIALWfiLRAT RISC 1Y\R)
THE DFSIGN OF THIS RFTANIIG WALL IS BASED IIPON TIF
IN I I ItN A I IUNAI RFS IOFNIIA[ t'ODI ROOT WINES),
S IFIL LNUNLLRING ANALYSIS I OR HITS PRORCT IVAS DUNL EXC'LUSINTLY
TO }FRIES" CODE I NMIL\N, F OF THE RETAFENG WAT I- THE FNGNFFR
SF,AI RIG I111SF I IINDA IYIN (TRAIN NI+S If AS PI'ITT I KNIL O NI I ANAL PSIS
RFSPONSIBURY TO FORI-RF THAT ALT OTHFR ARCHITFCTTTRAI,
ELLClkK(AR .MULI.ANk AL. LIKE TROLL C LION .AND OUTER
REVIIRFAfE:NIS 'IF THE NUMBERN C ODE .'IIIL SATISI MD
1, THIS RF LAIN NG WAT 1 IS BE OR, CONST RU( PER IN AN AREA OF NORTH
1LAAS t\'IILkL L\PAN SE}'L SOILS MAY RIPS I IULINDA DAN MUG 'LMLNI
snwaL�Avoaavma�n�rv�Dmmme�:�cana®I��v
S THFSF STRTYTRIAI BRANTERTTS \LINT HF PIIRFD IVITH VALID
ARRIVE[ I,RAI ORARMlS SPFITFNMG Hit DISIANEES III PROPTRII
n SHOITD NEY CONDITIONS ARISE THAT WOUID NIARRA'H -ANT'
UIVEAlllN FROM [[[III UISRN SPIT Il 1C AI['INS, IIIL I-UNGtAC1'IR
LAICSTNOTFt TALL lG '11-RBLIOR[ PRUCLLDNGNt ITHCLANSTALKTICIN
1 RFPRFYFNTATIVFS OF NIPS()\ FNGINFFRNCT. LI C HAA"F \--LIT NSPFCTFD
THE Sill: l ARE RLLVINO ON INIURNE'AlON FRONIDLD BY IIIL
CONTRACTOR OR GRNLR TD DETFRIBRO TIFF ADEQLL\CY OF THIS
STAPDARE) STRLCD RAF M AN FOR THE 'FNCAI SITE I—RITIONS
SHOULD IIIL CONDDIONS NARY" IRON L ITEM CON'LRLD BY 11115
STANDARD STRTIC RAL PLAN, IT IS THE RESPONSIBILITY OF ITTI
CIIN FFLAT DIR Ilk IIB O\VNFR IO NOIRE} \BISON TISONL'FRINO AND
UD I:UN APPLIC'ABLL SPECIAL LN(+INI:LRING DLI:MLS PRIOR TO
CONSTRITCEON FERANSINT SAIL DFTAII C ARE V AL ID OL.I }" FOR STATFD
11 ILL OR, FILR ILLS
T
FOUNDATION NOTES I RETAINING WALL NOTES
I C I', RKEV'1 GF O I FC HN'IC'll IIIOR\IA I ION IS NO .\\':\ 11 ALL F IOK I H IS 1 MORTAR I(IRNIAS)NRYWORI: SHALL FIR IYPF'S'AS I NI C'_I]U-LATESI
SIIF II IS RL CIM III FNOED A SIIF-SPFCII IC RL PORI BF, OR
I'AINFL, EDITION I PROPORTIONS BY VOLIAIF cfi+ALL BF IP:ll2T 1'<)RTLANII
\Vtt'HOLI THIS RFPNRt, 1'H}St'KU<IL RAT. OFSTHE IS BASED TIN I'HF CEMENI 12BARI}I}'DRA I F 1)IINIF 112,10+-1:_1'IKk S SANO R I IH
S 1111 l IMAI.FNGINFFk'S BF SIFS11M1L\1F OI THE
SOI L( T)NDIIIONS N AI Ex AS RF12111RF U FOR R' OKKABIE I IY RE I LNIFEANG WIT 1-NOI HF
1'HLONVNFk 'NOT LOIFAN4IMTP IHF GFOIT IHNIC'AE INIGRNIAIION IS ALUGN'LO\L\u)N kYCLMk..V1SOk PKF- n EBI)NIORI'.hkIWIlL
NOT TILL STRUT TIZAL ENGINEERS ARE:\ OF EXPERTISE AND :ALL SOIL POSITIVELY NOT➢E ALLOWED LINEL NHALL BE TYPE "S "ONLY NO AIR
PROPERTIES ARE SPECULATIVE ENTR\NMENT
TO G:AN INSIGHT INTO TILE SITEAPECIFIC SOILS, THE UNITED STATES RETAINING NVALL DESIGN- IS B ASED ON ROCK WEIGHT OF 1411 IN F AND
OF FAR I MINI OF AIIBICIII I'IRF'S INTH IGH St'KVFIT R+\S USt I) IN - SOIL EOi IVALFNT LATEFLUID RAL FID PRI.SSUTRE OF 101'ST PER FOOT, ART
IDENTIFY THE ON SITE SOILS THE IDENTIFIED SOILS t4ERL USED TO AN AI I (MATE 1, SOLI HFAkINO PRFSST kF Ol I,S 10 PST Pill HE ASCT,
NBIAIN IHF IOAD-BEARING PkF SST:RE TRIM THE INIERNAGON AI NIOk1Ax SHALL BL'_SUU PSI + �S O.\1'S Ll'YF SOR M1t
KFSIDINHAk 011111 IABIA k30131 PRFSDBOII'F IONll F.ARNG ,I SLOPE STADIL[T}'OF TILL LICAVATIONISTIILRLSPONSIBILnYOFEIL
EAT ITS OF 1OUNDA IR N M:AITRIIFS IUGF 1HLx THIS tNF )RNLA11 I111 CONTRA( TOR. LNLESS OTHERR'ISE NOTED
WAS USED TO DESIGN TIIE FOUNDATION, S THE WALL DESIGN IS BASE ON NO VISIBLE SIGNS OF ,ROL-ND WATER
3 CARTIIWORK .ALL DEBRIS.}TGCTATEON, AND I PSOEL CONTAINING 6, NO.IYPI IFDIO,\US WICHI\I5\\\AIL HHOILI
ORGANIC NIATLAG}LS SHALL BE CLE.\RED .A\V:kY FRONI TIIE SITE NO L RETAINING WALL C'ONTRAC TOR TO LEAVE M YEAR EXIM TENCE
ORGANIC MALLET IT STA-II:AS TREE ROOTSARC PLRNEI ITLU BELOW THEFIT 0OI\1; RL LAINFNG RALLS S PRt I\ IUF A MIN [Nit Nl 10 t FAR
1111\DAI I'll SI OPF. IIN'_AI 1III Ol FNE_WA I EO SLRIAC'E P 1O "'ARK AN I}'
AEIO\t'DRllN AGE .hR.\} LR \11OT Nf AtI \ ht'1FK RF MO\".11 OI SHOILU:\\t'C'UNDIIIUM \R FIE{-\1 WIR TUN ARRANT ANY
VLGF IAIIOY kHE BUILDI\ P.ADIH;IIL BF PRITIC ROL I FO AND ANY UEVL\TIONS FROM THESE DESIGN SPECIFICATIONS,TICCONTRCTOR
SORTOFCO\IPRESSIBLLNNTLR.ALSIL: LBCRCNIONED NILSL Notify HIT INGINk I.x HFEORF k'ROC Fk OINGRIIIi
CONSTRICTION
SLOPE STABILITY OF THU INC AVATEON 15 THE RLSPONSI➢B FLY OF TIE
I-( NTRACToRCNLCSS OTHFR\\ISF NOTED
IF II HLKLVFk I'HERLISACONF'IICI BF FIl FFNOFLVISAND
SPF< Hk _Al I(LSS,11x HL 1 R'FF2: UL LA(i S, nx N'tlFxh DOI IH I I UL
I\ i FRI'k} 1',\ I ION- , 1 F[F MOS I kFSI x1C I ll F SH_\i L GOl ERP .15
OF1EO NFU HYFNDKTBCONTL1CGINFIK
TIEE CONTRACTOR AND SONS AFFECTING
GR THE
VISIT TIIL ED AND
CONSIDERSAND
CONDITIONS :IFFECTNCI TIIL TES H S ACC DEPICTED NC THE
PLAYS ANDHIS SUBMISSION' OFADILI INDICATES IIES AC'C'EPTANCE OF
SL C H CNNDI I R INS
CHI C ONTAAt'TOR SEIAL L I MIRE THAT } AC }I SUACONTIiACTOA HAS
COYltS Ok 11{F LAILSI PI e\N k}.VISION'S.hNU IS KFPt C'UkxLNt R'lil{
LTAC (IR S W Ok D1RFC f t\'FS+\I tFC' 11NG I I{F.
WAL B I1L\C 1 L O R ITE
SIELEC BFILtiFRL ON SITE FAT CLAYS ARE SELECT
LL SHOULD
KFILL
S ON UST FSANDYC CLAY, SILTY
SAD.CIL SELEC T FILL SFTOLI[A
C UNSIST OFSANDY I AN SILTD NET SAND. I I % IN.Y SAND BT k\ 1A
[.IOU LID I I\ltl LESS I H.1N iS;IND NET INOF_Y TOUT HF IN\ EF\ 6
AND IS
IS NLIFT OFD MAF FILL. FI) AND ISO RAN IAA I II..IR FELC I MOST
LAND, kRF it NIAt HF LSFD:IND NCGRA F AK l I 1 RT( IR INC't )
SANG, ('kI.SHFU I,InIFS[ONE, SAND -GRAVEL I L R LRF, CKADMI
CHOUID AAT ASS [RAN ISHFOSIO PASSING RE IHENGMFRLAL
SINS DNP) ERC 1H:ANS PASSING THE
PASSING IHF I MILLMS EAND
LESSTIGAL 30 SHOULD
ON- LATHE NO NVALL
TIIL ILL LIS.III-SIENT
NL\TCRGAL SIIOILD BE NON -PLASTIC THE W'.VCL BAC'ISFICL CINIITS
SHOULD INTEND OLD AWARD AT LEAST 3 FEET FROM THE BASE OF TIIE
NNIM I AND I HE I 11 PWARO ON A I H_A+ SI OVC
I6 NVALL BACKFELL \LATERALS SHOULD BE PLACED IN LOOSE LIFTS LESS
I HA T\ 9 SK HFS IHIC K A\D UNIT ORMI YCOM PACT TO I CA NUNIMLM
UFNSI VOL TS PF RC'LNI AS Pill AS i Nl 1) S,M IS TURF('ON I EX
OU RING PLAC EN1F N I OF COHFSI\ F BAC Kl1al SH0C1 U BE \\ I I HIN
OPTINSINI.AVU J POINTS ABOVE OPTINfLDN1 AS ME:\SIRED IN TIIE TEST
NIETIOD ASTM D SIS
17 GR\NTLARBAC'KFILL SOILS SHOULD BE PLACED:\17AMOISTCRE
CONTCNTTO.ALLOW THE DESIRED DENSITY TO BE ACHIEVED IT
SHOLII O BL NO I FD 1 HA I GRALLIT AR B DNI 11 I SHOT II [)SO[ BF
\SAIFR,IF11FD OAC'HRET IHFCOMPA( III\' C'ARFSHIRIDBF
I AKFN I HA I THE BAC KI IL I IS NO L NV'FR COMP+\( i F 1) 1 HA I COAL -D
INCRE:\SE THE LATERAL PRESSURE ON TIIL WALLS HEAVY
C ONIPAC 1IOU\ FOU WNIFP I' SHOULD NO I' HF I'SL U DART I L Y AGAINS I
TIIE WALLS [HAND OPERATED EQUIPMENT SHOULD BE USED WITHIN J
FEET OF TIIE WALLS
IS TEILTOPOFTH BACK FILL SHOULD BE PROTECTED BY FLATWORK OR
A MIN INH \1 Ol :1 E F I Ol HIGH PI AS 11C't l } INDF \ CI AY SOLI S SHOUI D
HF PL.\('FO IN PRFVFNE SITIR \C'L III IL RT
Iv tHIS UFSk(TN ASSl1NH5 RUNASI \Y PKISSL KF RB I FEi UF1'FI III
BF HiNO THE RALI .A OK A1N.\Gk StS IFM1I SHOUT D BF t'KNl'IDFD Il AL
PRF I'FN I HY llROSIAI'll' ('kF SSL'RE.I KOM DE\'FI OYIN<: ON LHF t\'.1L I S
20 WALL DRAINAGE SYSTEM TIIE WALLS SHOULD ILAVP A WALL
BACUILL DRANAGE SYSTEM TO REDIC E TIIE POTENTIAL BUILDUP OF
HYDROSTAT[' PRESSURES AOAENNT TIE WALLS
't WEEP 11 MEN CAN BE INEDFOR BAT SMILL DRAINAGE FOR WALLS LESS
THAN <EFFt HIGH ONF-EI IHIC'-EDIT O! TREE-URAININN \GC:kF GAIL IS
RF(v)NI\tFNOED BEHIND EACH R'EEP HNIF IHEWEFPHOIESSHOLID
HF SP NC'FD NO GRFA I FK 1 RAN lu-II S H ON-CTN 1 FR 1N'l l l l .\ M1II\I\iT Ni
OF TR'O, i.INCILDI.ANIETER NNTCP HOLES PER %VALE TEIE DRANAGL
AGGKFGA IL SH(E LD MEF' I' I III Gx.AO:\I ION xt QIIIkFNiFN 1 S EUK
ASTNIC33CO.ARSECONCRETEAG6RCGATENO SF AFILTCRFAI3RIC
SHOULD BE PLACED BETWEEN TIE[ DRAINAGE MATERIAL AND THE
BACKFILL SOILS THE FABRIC IS RCCO NIMLNUED TO CONSIST OF NIIRAFI
fP)Nl, VNB CODRE NRFQUINAIFNI
1Ilk\S ALISGRFA iFk IHAN I I F F I' HIGH I DA P ARE: III It111 FitN\ I IIT
SF I FC' I I Ill, :A VERI R AI GR.ANUI-Ak DRAINAGE i AYFIG IN
C1 IN LINE I IGN NOT IIIA HO 111 IM Cut L LC LION IN S I I,Ni IS
RECOMMENDED THE VERTICAL GR\NEFA 2 WALL DRAIN SHOT ED BC
AT LEAST IS INCHES R"IDE .\ NON -WOVEN FILTER FABRIC SHOULD BE
PL:V'ED DETNVECN THE DRAINAGE MATERIAL AND WALL B.AC KFFLL
S(UI S IF GR\NLIt AR R Al L ITAC'K1 II 1 IS I'SC D, A VFRI W Al GRW UI-AR
LAYER IS NOT W_OIIRFD IIONVEVI R A BOTTOM CCILLFE TION SYSTEM
IS IGEB 1kID 1VH H GRA\L'I .AR WAL L BA(Rt ILL.
21 ITT F BOI IONI PFRIMF IFR OD I FC Ill N R S I FnI Sllut l ❑ CT INNS t nF A
ALL )'III-D OR YF.x11)RAT LO llK.h NPII'4 SUKROl1YUf-U N\ I I ti.A l 1-1-All 0
INCHES OF FREE DRAINLVG:AGGREGATE PLACED ALO\G TIIL ➢.ASE OF
TIIL WALL THE AGGREGATE SHOULD BE AS COARSE AS OR CHATNER
TITAN ASTNI C' 31 SIZE NO ST OR NO o1 COARSE CHNC RITE AGGREGATE.
NVTHNO FINES PASSING THE NO .'0115IENT TIIE PERFORATIONS OR
SI �) IS IN IHL ORAtN PIPE SEOUL U NO I' AL Lott' I HF AHOR E GA IF IN
nIiGRA 1F tY I t11HFY1PF .A FIL tFR LABKIC'SIIOtLDBL YLAC'ED
AROU\D Il{F URAINPIPI-' L'OHE LFRITIVENI IHF LOSSOL 1HF HIER
SOM FRACTION TIIL DRIINPIPE SIIOLLD IL\A"C SIFFIC'IENT STRLNGTII
JOP[Ul LNI COILA'SFDUF, lO 111E OVk'RBURDENPIRSSLRFS
FOUNDATION INSPECTION
1 IHFSF. PI ANS Y E OE NO T SE IF IFMt ARE SOL IOU GM+D F\LN
\V111- :ALL TIIL PARTS SIIORIN ACRE AMC PRESET AT TIIE SODSITE.
114EIKCONSIkUC WIN RFSt- LI IN. IN IMPROPLRID- AININGMA1.L Il
AN ENGINEERING INSPECTION IS RECOMMENDED DURING
C'OPNTRUC'TION OF TIIL FINAL WALL THE FOLLOWING IS A SIBSET
C F RE\IE\LTD ITCNIS
:I DDDNSIONSOI IHERAI I,INCI LIDN(:LF\GtH, \4'iDIH.AND IT
HEtGH'I
22 W'ALI BACKFHL
?: DRAINAGE SVSIFM
I N:\RR.AL GRADE PERPLRATION 13
1 V"NSON CNGPER DOES PROVIDE THESE SERNICCS 14
WALL MAINTENANCE
I DRAINAGL
CANDSC APE 0
• I E1LRLIEIOULUBLANSNIAIL'Nt DISIANCLOPKINCIILSBLINLLNIIt101'Uf
THE SLAB 1ND THE t.R' ND LANDSCAPE BEDS MUSTALSO NIAINTAIN THE
MINI\IiIMPOSII INFSF(Pl OF\.\N YFIU)MIII DITIB\TR)N
• IRE I ANDII'AN II S ARP I'I:}-1 1DIACI It IU It[L I I I THEY SH(Ii"T D BE F'QT MPFD A DIT A MORT)-RF RAMBI R \ND ORARF \
DRAINS Elfli 11 RIII II N\'AII IF [IV Nil .AN-S Ot 13T 111[ 1) NP( III I OF\F"IT'S
RAILK IDL.\H IIA} JKLINIISLIDAIION IAIAULIMIIII-SID
CITE PERIODICALLY FOR CLOGS
• IIII ELIJI-MU\'I NI ISII,RI IRUM Ik[t GROIIYD, IkiL}'SIIOL I.DBI
tt A ILkLURIDBF ILS
• TRFFS SH,11-1 I TACETINI\CLOSFR TI)THF FOi T'D:\Ti.IN THAN THE.
('III 1 MfHOI IFIF'RII AL I NIIF-
• ll VSlSYGlttlHOLLI\ AL LR IANAt( THETOLNBIIRI AROUI
IIABIL
GLAt" S5 S 1111 SHULLU BE LINED AkUL Nll THE tUL I\UAI[C V IN [flY AREA
Uti I Sr
• KEPTHit1'1 ANUC'IT 1C1,1QlkElNY ITILL AU HIRIAl'IU 11 IS
lUL NllAIt II
IRAFC; A RL\, 11 'IT R'A 1111 FIRST
If NORI IVI S ITRIO[RS LIIRIBE I rC.)! S+\ND I IR
1.R.\Ntri t lF ATFRIAICTFIFSF\EAT{'RI.\Iti-S'FR)i:iDNOT RF 1"S)-D
'MRAi NATTITR NYC \I[I [NILSS AI Ct1N11'.\NIA DBI AN
APPRUPAI+\TF DRANS}STF\i N
3. SE.VSON"LCIGANGCS
' SSRT ON1 FIT-NDAill ION ROB IS T,-0TFII 1i'. D.\1ION
ICRMEXCLYSOII PULL[AWA}'FRONT RRIBLETI,TTTISFFI(), AV
•-TTRIINF NI UFSTUREISALSOAPRUBLENf, THEREFORE, AVOID UNTR
R' \T TIH I'., {',N'FN Di RAC. DR}' SF \St)\-[
ITEIIISTNG POOLS
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IMPORTANTNOTE,
- _ RETAINING WALL:
These tlrawmgs are— conteln lnteNectual property of
- - VINSON ENGINEERING CONSULTANTS, LLC
the designey wreten authorisation Is regmred to use
_
- MATT VINSON, P.E.
-fly or partially the concepts, ideas, tlrawings antl
elec[ronle data contained In document. These drawings
RETAINING WALL PLAN 3629 THERONDUNN CT (817) 975-6242
are eiclusmely mf:
CAPTIONED ADDRESS
PLANO, TEXAS 75023
2820 PENINSULA DR, Appi—It r commctor Is responsible for complying wdn
GRAPEVINE, TX 76051 mty coaos. omw�ngs are ror amshshon purposes onlyno , t
responsible for bmiamg.
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