HomeMy WebLinkAboutRSWALL2026-001205 ECEIVED: 4/03/2026 DATE OF ISSUANCE:
26-001205 "Oak Hill Development"
4700 STATE 360 HY
RETAINING WALL FOR SUBDIVISION PERMIT
JOB ADDRESS: AIM —
BUILDING PERMIT APPLICATION
: L _ SUBDIVISION: d
BUILDING CONTRACTOR (company name):
CURRENT MAILING A : �
/S I: Fax
OWNER:PROPERTY ,? o Land ::Jj.1
CURRENT MAILtNG ADDRESS: I,, ;^ v i
CITY/STATE/ZIP: G
PHONE NU _
PROJECT VALUE: ® FIRE S N L ? S N
WHAT TRADES WILL BE ,,, ;.-.o, .,- ;:r,° ELECTRIC— PLUMBING MECHANICAL
DESCRIPTION OF WORK TO BE DONE: 11
USE OF BUILDING STRUCTURE:",
NAME OF • :
Total Square Footage under roof: Square Footage of alter do itio : _-,—._,_.-.,._ —__
I hereby certify that plans have been reviewed and the building will be Inspected y a certifled 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,
afterations and additions)
7 1 hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: of required for I & 2 family dwellings)
U 1 bereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory require ents of the Texas
Department of Health.
(REQUIRED FOR DEMOLITIONS, ADDITIONSALTERATION TO COMMERCIAL PUBLIC UIL IS)
I hereby certify that the foregoing is correct to the best of my knowledge and all work will be perrormed according to the documents approved by
e Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance o
is perntit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMOREUNDERSTAND
THAT PLANS AND SPECIFICATIONSA NOT REVIEWEDFOR HANDICAPPEDe\, �+,,vN,MTF1 i'"ss i HE CITY, AND THAT THE
DESIGN PROFESSIONALJOWNER IS RESPONSHILE FOR OBTAINING SUCH ),Pr1iOVAL FROM THE Al"\,ROPPJATE STATE AND
OR FEDERAL AGENCY(S). ?
PRINT 0S So o C fe- SIGNATum,`.
PHONE ° AIL:
[3 CHECK BOX IF PREFERRED TO BE CONTACTED E-MAIL
jjffFOLLOWIN.. G fS TO BE COMPLETED
_ ...THE BUILDING INSPECTION DEPARTMENT
.... �---�-•-
Construction T, ne: Permit Valuation: Setbacks Ar ;,rov l to Issue
cc ev ro : ® Fire mi ler: YES Front: Electrical
Division: uil i '. _ Depth: Left: Plumbing
Zonin 1. Width: Rear: Mechanical
.. ll
Occw'anc, Load: Greasep i ,:t:Hood
I Reviewroyal:
Date:
it i - Permit Fee:
Site Plan A rovl: ate: Plan ReviewFee:
Fire Deent: ate: Lot Drainage Fee:
Public Works e„ ent: ate: Sewer Availabilit, Rate:
Health e„ arte t: ate: Water Availabilit,, ate:
_Approved for Permit, ate: Total Fees;
t Drainage Submitted: roved: Total Amount u: T.
L VI INVOICED 4/03/2
Y4 l 8'.A °d+teE 8R 7� (�t1t �163" 0FUIdA1SaUSYE.NR14PAF'Y41C t'IftIAS s,RNda Is.yMa43�,2Vi,b lr'Cd.d;898'3
4/13/26, 10:41 AM
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CURIE _ABLE'
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LOCATION MPP YlA
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606,
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$88°52'O6"W 510.56'--____--
IT
c Gcir:_IIJED PC4'2'io
C:RVE N.I. DEI TA EAciUs LCN:,TN C-IORD 03EA LF
I. i'la°'G'21" 50. NO' 'IN. T 4' 99.65' S50°53':i 'E
19°4e'�4" 300. 00' 103.36' 02,85' tJ10.24'08"W
C0R'WW JOB .2100E
NOTES
I Bearl'rg a referenced ro e 5— e tract In ;he <iy of MchmneY,
IYe>n C er^s File LI D2063>sc4Z, In - 1— Rec k or T.—I
c�.,,��e ra
2 A lot lines are roc ul ar perryertl;: r: ar :o the cfreet unless II—T.1s, noted
ty tee
r9 . with ' \ yPV.IN 6NGR. INC.' c:ps ' aoundury cornor
tiIc o a porn:a of cvvatufe, poln[s of tonqA-Y,gency, and an e poln:s sin
pu nght-cf-wgy unless etberwrse no eA q
a IF -Iron Rod Fount
MIN. FFE -tAln mama FY hey Or-,
SURv_IOPS CERTIFICA
TE
N\CW ALL MEiI -
Bi TF ESE FRES'=M S r I VlAFREr: L
cOR'NIN, ao hereby cerbfy ;bet preps• [d this Pot nr d fhe ',real
notes rn rt1 t1d f from a n pa ualcM a u-ate s
of {:re Ic and tM1ut :h
n cc nether`m uwJey
w �Pt*e SbduEsonnder emUonseof the CPv rsof p In _r ease,
a
AeR`—IJ L Edf ntIN y �\
rr �,
"AE STATE OF TEXAS
COUN_r OF COLLNOff^�
tatec n'der�:gneAY pde y Publed WARREN Lr
know' tc ire I.
n il tobe r1I parson a/d dloPtlr.er w
s subs.-ced to the fo-egorn '- Irish ument, cnc ackro s nrL.
e
e that ^. A evec tl me fop parpcse end cansid-IlT
[vlerein e.Aressed c-rd in fhe capacity neem sfe[ca.
4 Giver ,.Yder ny ro-d -d seal of crfrce, this_lrlfc_
of��,2023, y
R
NOT Y dS
V
STAIe` OF TE TEYAS "
LIN =TnBL'
LINE NG. BEAV ING D:STANLE
i. rl 34°35's2" E 34. i6'
f! 93"28'04" E
°OS"i" E 13.42'
5. V 91°49'09" E "1.48'
6. S 69°43'40' W 2T.61'
3. N SI°20'32" � 14.2i'
OWNER'S CERTIFICATE
WHEPEhs 360 LAN -
D PI Mr-S, LLC, Is tz Owner of a
of land sr e G M ` Toter Survey, Abstract No. 1083, In fhe
careof a rt PoxSalen fcrr Ad County. ryexas an en,g c,la a 5.750
: deT•.rrnee coo. . cm65iso4T '> - Deea
cc. A, Side 12164 in the Plo; Records o -ar cr[
Carroty, --
THENCE, North 00-31,56' West, acn5 the west line of sold
acre ".It crd tf1eas
t. Z50 t In said Slcnebrid
draye 0
I c tcncc Y 71, aG:e " o oca 1/2 Inr rn rod fount got
;he nor Flwesf comer of sail 5 5 c vile flat cnc being an el
corner of sore' Stenebr de CaAs.
THENCE. North 65°00'S4" Ec , gar :, n 11 Ine cf snit
s.J50 a Act and al 1, a IbIth Ilnee cf said �tonebr�cae
OaV s, fc a distanna of 159.45 feet L. e Tx Jct Monurrert
and s arfhevsf c ' of saga 5-'sG core tra<r era
Bingo e �ald Stonerdgr er9 In
west inn sof 8[ete srghweeyo360 :Val able R.0 '.Y r;
THENCE Sour 36°OG'I7" Eazt, glen, tfe east -re of said 5?50
act end .i an9 the west 'ne of said Dtute Hi9hwny 360,
fo- a disforrne Af 52 00 teet, .a a /e Inefr rror red >T,d;
THENCE, SCUth 25°0913' Eust. o .o q s ost o:I
or d,.e D est l:res, `drf 514 38 nL-I to a e mch rren rod
tor....: ,n a a
THEIJCE, South 10°04'36" Ecst, contlruing along sld Imes, fcr a
distance of Zl 57 feet to a 1/8 rnch Iron ro fo1-Id.
_FE\":E, Eou.h n5 05'33" Ecsf, -IT T—S alnn, S tl linos, fo: A
eet' tl A111- of 1DD 35 f, to a 1. irch 1IL rod `our J.
THENCE, South 36' ,G 18' East, contirAln9 along d
dls I— of tI, 6e feet, to a If Oct monurnerr saifound.
IHE , Ad- 24°4005" East, coot'^v.ng tongs d, Irr^ ' r a
distance of I5.60 feat tc a 5.'6 rnch Iron rod fcl'nd"Itch+e
southeast corner o` sdid 5 150 1—i,1,U
THENCE, South, 88°52'e6" Wesl depc-ring Me xesr ne cl said
-9b wey 3. 1', along th. 1—th Te of salt 5.750 ac
l felt, for A c.stance of 51D s6 feels fo 3he POINT OF PEGINNING
.o c i nto y 1 150 a. res or 250 34 squnra `set > .and
DOW, T—FFUPE FDGW ALL MEN aY THESE PRESENTS, THAT
350 LAND PARTNERS, LLC does herabyo Adopt Ines AIt o• OAK
HILL, o odclLnn to fne Ci Gr pea ne, Tarrant C—A,
ova aoeg nereny aeai-;lean the Nse er me
FIT'--' way and e ents s c the recsem
I- hereon are -Id., ved •re p>a oLet en
rnd,ca[ed. TIN, utility nA, be III to y ar
ncN-d pubnc ut oa.rircular -He
oral;he A ,f bY,dgr ossme easements e the res>oersib.lity
P� bTry o r Noe{bauco9a ra• o s ractaree •o:lg
Id rn Tied, re ed, to ntduxV
the ea- v n uSoid a errq LIT- ar veJ
or the mu`u sr r. cnJwa camCi dchD�i of v'I9eubrc r.fAiliesaesrng,
rag ;o u eeA-ay utility s A„Hove
thud fAll r!gnt to srerrome eep orernoved or wth-sn ono
s, trees, shrubs, o' o ynlprovemenis w M1 ch
arve wa entla Byer c Ihenter/er ' wth IT,
mai-r •a ce, o ffrciency c ,speedy, sys c -he
City c- flan 'sed _rrlifiee shell at ei n1 es
I—„, INI'r Hht of rnyresI once v9ress - d from one n
s IT the ,'pose of cnnst-uF;ITy. raconstrccf'Ipn9,
said e[Ing,
pitsI oI.In9. malntvining, env cdJir,y n ov'rg all ur
aotsc of respective system wirnouf iF neces..rty eta y
me of p'ocur.ng U. pe•r:'ss:on IT Ire.
have orrw- utys Fndc destionc c I
Jo ahagA statements nre rfe and ar=TF"s oler
cspo
sob ec; :a nuplatbny dinurmes, ruing. res+lcri0-s, e-d
f the L`by ypA Tevas.
w.tneas-FlWoddnd,;Fr'.�tpe o�JnY of f,'(2u23
L^ r
3F10,A.A1L 9ARTNERS -.
THE S ATr OF
lOIPP PUBLIC, TATE F TF.%AS
NY :OIM SS:ON EMPIRES _
•Note - Pe- FEMA PCrAI 01I5K. y Map IJ,rCa 48435101,6K, fool,
s o flo plmn wr.nln bounaa•
-H� STATE OF `E✓AS
GOUNTf OF AR f T RA JT
WHE PEAS, 360 LAND PAR I NEED, LLC
he•elnafiter cA ed "Qn>er" (whe•nef cne AT o'er is the
cf the; coma, PA-1-land sltl.etetlmI t'A Ur, of
Grvpevrre, -vr-ant County, Te•cz, bel^g mo e par; culcrly
described as ghawn on rd ,
NOW THER=FOR_"d cu•:siCera nn of fha um cf GNE AND
'III DOLLAR end oche- gooc and velucb'e c c. an
'III •ecelpt end IAff'crency of wrlch rs r. h tullyca
ac4 nowleeged and confessed, LA ,aces hereby waive,
relecse, remise c-d ., lb lm to fie h W of Grapwlne,
Te-rant eaunet Teeas,the Dalos-%orin W ', ib,t W,,th,
Alrp,>rt Boc-d, the !r les cf Dallas, Tevas and Fort 'North,
Tevas, theirs says o-d ass,gere hinafter :11d
C;kree", far :rec.rs and be^eht o1 ibe oubl,c an r°s
eeenc�es. cy sIr'. allcicims for derages of cry krrd {o
v that owner mcy s.f•er by r of .>
passage anP flight of allele-afit ,n tY�e ur spec, above
Owners err "I e the hs' rf rastriF. a Prep 9 s presen.ry
esfcClished F Oro�I IX Ilo J3-50 fo F.
Y Crl of
Y
apevine, 'n nowrl as the Airporf Zoning ON>arco of t':e
Dallas -port 1^lor:-IrternIJllAr:part, cr '-I'ncte he.ght
above same, xbethe• suIh Jamage shall nriN note `o-r ne,se
of —Tr, that ,by bo c Ased by the ,p... ill of -,,Eft,
anding aF,- IaAmg o'f f-a I' aaerating at ar Al the
Dallas -Fort Wa-1, Irfernat'oncl Arrg L
nstr[.^ does not re ease the ow-ers or operotcrs
of n; craft from Iwbrllty for damage .1 11— A pe-ac> or
proper to/ c Yd by III, AI ... Ift or falling physrca cbl^cts
f•an: rr,rc(t.,aces es stated herein wlth FAY—: to verse
fu es, dr.st, `Aar, and Ir;hrl.;cnt por;Icles.
It is agreed thct Ob, S.I.— shall be End, :co'r said owror
and 1I1 hell. and vs...... and sa<^ s.ars Ir. interest to scid
praGer tyi and It's ur,ber u9reed fha::'rIs in ent shell be
ant running. vrith II a-d, and ghnllb> recorded rn tla
Deed�Receres of : a..rl.y or counties in ."I, ih_
property Is sltuct//e//J/e/
ENECUTFD It_IC,f Texas,
ilia d ' dcy
360 LKNDi PgRTNEF LLC.
Al�og rg Pnrtr er
THE STATE OF TEAS
COL— OF TARRANT
8af mo the undersio'.. cut— y, a notary p,.bii[ in end
for the said c.'lty antl state on Ihrs day per...Ally
vpcevrM ..OSH BORN, I__ t> m o be the person w>ose
n CTY s suF Lbcd t> 'Fla fo•e9ulnq In,VHC n: and
purposes aria <o•rsltlern:ions v.p� t rem Id old :'
,,d, y there:, stored and as el Fe act -d deed IF ... I,
G yen der my hITA and sea of office, tors ! �y say of
. A D. 2023, --
VO1(ARY PUBLIC, STQ'fk OF TEYAS
PLANNNG A ZONINGS COMMISSION.
LATE APPROVED, {{}�I A- i -
CHNRfAAN'/iJ
SECRE-ARM .F G"'/.� -
GRAPEV NE CITY COUN-
-ATE AP�P�RsOyV-ED AU ,,4 1r� _R
MAYOR
IECRETARr (" ly✓,
360 LAND PARTNENE, LLC.
CORWINP ENGINEERING, INC,
FIND F1 tT
_F LINTS tee r, h 1
OAK HILL
TOTAL RESIDENTAL LOTS 21
TOTAL ACRES 5.750
TOTAL SQUARE FEET 250534 37
EX. ZONING "PCD" PLANNED COMMERCE DISTRICT
PROPOSED ZONING "R-5.0", ZERO LOT LINE DISTRICT
G. MINTER SURVEY, ABSTRACT NO. 1083
IT TI
CITY OF GRAPEVINE
TARRAIT COUNTY, TEXAS
https://web.mygov. us/app/#{"page": [{"url":"/pi/r',"params":{'rcontainer":'f#mn",r'bc":"Permits",'rurl":'r/pi/",r'environment":''page"11,{r'urlrr:'r/pi/projects/details?id=351200&1 ist=all", "pa rams":{''container":Vmain'r,r'c... 1 /3
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FENCE NORTH FLUME SOUTH FLUME O,00- 39 cfs Otoo" o cfs
- Z SCALE 1 - 30' - - V,pp• 4 3 fps Vpp- , fps
_ 5 100/ 5 - ; .0/
DEPTH-046' DEPTH-0.72'
.---------------- - - - --- 2' i
C SOUTH CONCRETE FLUME1 Jj NORTH CONCRETE FLUME - " " �MAR
BITN�MNG
FLOW - -- - - iu 'Y FLOW ,s A Y s: s F, nw - -
pqF
s o: s •i, _x _--__---_-_-____ __... rsro. sdPRE
ES
_ _ '' GO
- - - - - \ - i �'.---�� _ +--.-.�1 _ +--„� +--,,,1 •—+—'�. - y..�,di \� W NT `13600 Ps c w/ •3 bars =az ✓— it anc
` e 24 o<ew.
\a e ` ems- '� �_ o� (65 sack mnl
•--FOUTH CONCRETE a 'I /
UUME ,r. `\ �� �- nif '�, - y -l' j� osyl �" CONCRETE FLUME DETAIL
f� z _- P
I I NTS
INSTALL 3T SY
f�3`0 �. � � \ ROGK RIP RAP r I �%°NORTH CONCRETE FLUME
a !t h
CONNECT PROPOSED
FLUME TO E%IEFIffJJG FLUME
=51, HILL DRIVE
9 ;
Ik
y r �fi
ef,
l -
a=P
UL \ J a
, t
JA
I
I
1 `
f✓
ol
\ ram s-1 ,
[ LIMITS OF 100 YEAR 64 C� \� \�a\ .S\\ \ \ \, /� ` �' NOTE TYPICAL SIOEYARD RETAINING WALL
.. FULLY DEVELOPED' \t °•A rT \ +.� A - = -HEIGHT NOTE' xrs
F - - yo1„ I \ m1, , m, Jt \� \, - NEED RETANAN ENGINEERED SEALED PLAN AND
WATER SURFACE ELEVATION = \`\ )� \\{` n ' NO SIDE YARD STRUCTURE THAT REDUCE DRAINAGE
REQUIRE CITY PERMIT CAPACITY WILL BE PERMITTED,
j'� (4'MEASURED FROM BOTTOM OF FOUNDATION
~�� TO TOP OF WALL.)
, t �
•'Y \�y -"- : , - SJS _ S ION A A SPOT ELEVATION
EXIST CONTOUR
® s
RETAILING WALL ----------
- 5i / / -,O - TOP OF WALL GRADE "c-
® GRADEM OF WALL ac:.
NOTES
1�1 i Finish Floor Elevation to be
D.JO F et ab veFihed Pa in s(FPJ
d
PAS SCALE 1"•60' 2 EP Adtldimal Efcontrol to
,n Pabe
,nstoiled rkways a atermined
W by the GtY Inspector s
/ W ' Z 3 FInlsM1ed Pad Elevations are
within s 0 3 Feet.
J / - L CD
/ Z
-I F. CORWIN ENGINEERING, INC.
- 200 W. BELMONT, SUITE E
.I VAS GO ALLEN,TEXAS 75013 (972)396-1200
TBPE FIRM •5951
V _ DEVELOPMENT PLANS FOR
w ',� OAK
n I���i HILL
GRAPEVINE, TEXAS
ert NL, I. Is rn dh Also se :rzrz r Sh, d— :I=n Pi cn the srn-tr t Adoc
acres _ "••
I- o cant -lima o° Att brie ./-•d] =at so,b=ca, or a sen tor/ sem _r ,omole� e., e=1 ae,, era water water. -
4jE•�
-/- L= feat ncrtt F-!st't c wU. ln. -r ",-��� CJTTnIA C= Wi-._L ' f+�st ry GRADING PLAN
m-,I-,Nrage„ dlek s,.r r,re ,= r., r.: y, s f—1 ,er. .,r r`e Inte„•,,.:,,,,, SIDEYARD WAI I- TFRMINATION RECORD DRAWINGS _w�RSJeJSOnwIH t PRAM, RY �pREP R. cexcD e. SHEET NO.
-==t ;o',:aArh--,t 2125 of /I -.I ahFspn H: a.-;�la a a,�n,e. •,- fee. �or`hen:r ,f a rfa ti _ - _ r/'esr ,r ., �. -ol nee NOVEMBER
"OUT.— rr , P .tzlrTU, 5
�.,- nrl. vfRFl ,, - = ,ae NUNeER ,f
-/T , , 1 2-2 oec[ue[R 2— EAALE 131
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4/13/26, 10:41 AM
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STONE GRAVITY RETAINING WALL
Lots 6.15 Back Property Line Wall
wpardon aim 1 - - '
"e„I No"
a oerea„ooa �1 �
s.
By
o, a1;i.;<ng conrrac �I—{
c�en w2rar
s
i
r
III-
ff
J
l
T�
Nankal9rou�M1aour"me enp nct,ava iP Fn a al1,10 of watea men
e na era a a 1-6, oh D�nme Trani-oser.aeN
Eataf sera yeaoatewrrrarrabrcnareall pLohoat me oPom of wal
ea , ae "'th 111, Mate, a manna ro —era of me wo
.. .. ...` ,. .I e Fa placed m ilia w"t
Toe wall I'� W-wall — —1 E,
ISeeNote"C"1 W-Pg snh,n wit moan Fotl.,orvin, on hnng ado r<ep able Tor sto ego
DRAWING NOT TO SCALE
Lot 16 Back Property Line Wall
ceem�eo �i3uomEsr
- —�-"
AraNmno com.an
� ���rl,
.,v
Gr�a:wlvoaar
Issas,,
e
-- -_L� ,via:_,orrp=rain o,m,a Re spaanraton to ISTM ocean
— e iggregatewtl Geos r:Fetcip rlao�c mFreZa a9a r,I M1e eaMen
- nk FrouOtt 'he er 9t�ofwc are 'a
es eras oFAIIIoo 111 5s
ne a z
r.l-eL R r�„im _
f 1
�l—T-•— �y�- ernmaewePthhN1t eoaer
rF agaega,e wlin riot ra>nc,�ataralmmughout the lane-oA
a
n ra9 ,
+^ elanarer aercprama alai wlm fnal maml�,al aramlog m low e"a on,
main greeel as ercrle,ov n nut ,hog va
' ___
-' •
__
amp:namefzr.m lst.aa:ae o tnh r,:n:o oeparen ,nt east
ce, er lamasramn
T II
(See Nole"C")
,, '
W-wail
W-ftg p eur.,rene to toad rasa tau ,sari wetanaveu pi t �aaa tau
'� DRAWING NOT TO SCALE � sirl nr wet:wna: bee se�tng "� f.m grade
STONE GRAVITY RETAINING WALL
Interior Side Lots (Typical)
:. rim ",
Ra
mpA oN1
cone Paanora, aeeceo
�-
AA,c"teat or com,aamr
dd{I
Re
r� a� as.moaeawn.z,o oTmm ma,h.rrea
*I
`ntn rpai9op oftwhnaewcan
Ae eaa oL o, wa s ess man 3r am
rcng
pnnr,
hie,a a IItw, Govmmmeopc er ,neg.rm a t aamee, rs
wee o nov
Emr mmeamroagnoLu,e grim 11
-
11 f-- —r
-
—+"Pameterpeapratetl Pip1w-11 iteL.oO'alar ,. to to ono of the wall
ou3M1 Re wall tantlr+'oc tom�a cry raartl olfcieHciY
mill Ito Patl IM1 r
roe wau
)See Note"C"i
W-well 3'.z' Theh ce�,enree,us vertaoase w: a'rre e� Rev-�var
W-ftg (a3:elu:�v'ma.ls'renghunanal spacngr. lirar.sve:se car; o�Lv
:equuea h.o:l,., sett „et and pelaingl- tsarceptaberor stone to
sink m ws[ mortar oea semng or fr, araae
DRAWING NOT TO SCALE
PROJECT NOTES
SPECIAL NOTES
1 TII losovE wall t"wall")des gn lsu
3 The consirL<Inn of thlll walls shall ae<ompletely lrMepenaent ofany
wau I,LfraaLre
a Basal upon lraolmao-plovldeq Va proposed stlucN,elsl are oatsloe
If the "wall Safety Nor. -Loading Zone"
5 PMectwa of pe„c—I fall ploOlton, quads andbr ten<Ing small be
emgn and Imp:eme"raa oy Others it e beyond tag scope a
esponsty" of its design and Eaglneer
s Th. aeslyn of imswall:, based upon the wall namg lnstaCetl oq afire,
rat,loud, or en'hooeu fo1
1 it she owners-ponsi1,hty to ensure proper whP.C, nonce, vEd
Motll wr ors A this design may he re,ulred In the event of can —I,
site conmrlons
SPECIFICATIONS
i. Fimslned face of retauung ,It shall be (4" thick
hamormust) ,tone as selected by the Architect, Owner or
Coat r Arco.
_. 1 unshod face may be deleted and as an alternate the
themarenal as the interior stone mev be utilized for
tI—hed face.
3 Expansion pints shall be straight. vertically plumb and
installed ,ua IS to 18'spacmg.
4. Mortar shall be mixed at a 3 1 ratio (BoI Masonry
,and . Portland t-emcnt)
5 Bottom rock course and w5 the shall be bedded un
ortar.
\4 cep holeshah be l" diameter Ummmum) and ,paicd
at i 10 center center and at locations of, isible water
eptg.,
7 Filter -,,Thal (aggregate) shall be IS,,. and free of
loose and foreign debris
b
A.
All future stnicnnes, din ew a �. pan- etc. on the
backside nfthe w all ,hall be designed to be fully
supported by other means than the all.
9 Excavations wrthen tell ( loll feet of either side from the
face of the wall should be limited and tour", ed by the
Engineer of Record to verity the excat anon sloes riot
undermine and eompron— the mtegr Thy of )lie wall.
10 Drainage of the site shall be aw av from the mall and
shall be maintained at all tome, mcludmg during the
instruction of the stmcture(s ). Water shall not be
> cc am'd and pa„ -through or o� cr the w ,III[ or
ound the immediate ends of the wall. Minor surface
fill,' is acccpudd,.
It- Permanent fall protection lie: fencing or guards)(36"
minimum in height) , highly recommended and,Iagdd
be installed for all sections of mall height which are
greater than 30" including during the constriction of
the mucture(s). Permanent fall protection shall be
devgnod by Other,. it is lay —duty cope and
responsibilih, of this design and Engineer.
12, Pevetr:d.ion, (c h ncc posts) +hall not be made into the
wall after the mall is constricted.
13 (he rook for the mliald +hall be limestone, shine nr
ndstone.
14 C'ementmouv footing'hanc shall be either Concrete
meeting 2.500 psi (+sack) eompressn e strength 'a ?S
Days it lean mortar'grnit mixture consisting of 3I
.it,, (Bnek, NI ... mry ,and : Portland ( mucruf
15. The bottom of the wall on the front face shall be a
huried a mmrmum of 6" below nanuul ground or 6"
below bottom of concrete lie: sidewalk, pool decking,
din ay).
16. Backtill shall be select fill nisertai (LL-.35; 4- pp-16).
Hand mechanical equipment shall be uWved and the
effort shall meet natural ground compaction
equnalency or 94". to 99"o Standard Proctor (AS t'ht
D698) compaction w ith+2'. of optimum moisture.
This design 11111111, the sole exclusive use of fat the subject
property, No reproduction, or use for permltbng by any other party
shall uhas d unless written author hon is received by
Axiom Management & Engmeermg Inc
ol—AllJER Th 11 tan des: n olO,,vah !be e,atlm
rang wa p g :s soy g plan as
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141-il Wh Ell, IT I Er (,IN lit 4E
Er ovrded Any q:.es!rons el atld:!ronalrnformahon soeWd oe rr back N tl:e Crrrl design
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DEVELOPMENT PLANS FOR
OAK
HILL
TEXAS
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https://web.mygov. us/app/#{"page": [{"url":"!pi/","params":{"container":"#mn","bc":"Permits","url":"/pi/","environment":"page"}},{"url":"/pi/projects/details?id=351200&I ist=all","params":{"container':"#main","c... 3/3