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Water Line T -Y
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Adu~l, -k. Total Ler~afn, Fla,~~~• a I~, 101) r1',~ '
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8• The ,;;~ntr~ctur Shall lt~~v; ;'trv ,)ptr~r~ Jr Juf~i.~ly;risl
On The ~Clon.., Or Shall
Norrrrv; R;:ini' I-A r
a Frvvi; A Mixer Of ,Such l.e',%ti%r; GYrll Alljiti .I
lr;.,t~.llafiora OFia Lrct~~~li:: C;~a,~'lr~rU er7 7; ~h
I /V L I NE_ MI ,,V A?_ V,Q_ULT -
Line Withr'rr The !'uui'tr E-;~,ed Jr, T17~~,4~arrut'~~turer~
C06-.Rc DETAIL. r ,~'eca,-n/,,?ell at-one.
AODIT-10A'A L REINFORCINU_
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e :'j7UC Aru, r . Ha11 h See , ht, a 1l'enf Tube for .ern,; tunic
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r~ To ai;nd `r`ange 12" C/C -1(T yp, Both ~
DETAIL
f Access 7ees), 3,1 ~ 1! C.
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AM Drain 7b o Sump A_A4A,.101\11,4----D1 SGHAROE TUB, -
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4 4 !Votes
V~ Leon Cor, c. i J r) Nor`es
- - - -~--r t ~ i unit PVC Wo fern boo All 1 All Fred Polnfs S~,a:;' BP F/angcCd Sparyers Of 71?e Same
01amcier its The Feed 61' ?es, Hllfh The E,<'cepfr'on Of T`~c,
Couplr q -Coot An.
Ammonia Fee~~ .Point See Detai:' Thi's ShFei
Note : For Handt;old Ac 2. Actual Length Of InIine Unds To 5e Ue~errnined
j 36".r36x3617'ee Leon Conc. , Ana Laoa'er Anchor Sy a. "49r. Alo Mork Sho it Be ,one On The
I /au/6 ,1?fixers
PVC Wolerstoo 7, del Defarls `~e~ Shr, wl Or Or P/pinq Un> ilActual Length Has Seen Defermioed '
I f 3. ln~ 3. lns>`alr ~~'~'n• Orri ring On Floor Of Sumo P,%f To 5ufaoorr
SeF ,Vr~fe 3 " ~ To.~ f3v ifvr» r~~h ~So~f, 7. 3. soli, I.- Su Svm,f
.-1'2- 5,oecifi'ed.
4, 4.
i a a!_ Ell `4` A.,
- Sec ,beta„ t. r_ i r rri 10,11j, ~ MXVAP* 5. ,fir 5. Air,Peleose Valves To Be lnsfalled
In A c°ss 7'ves. ,
of ~N/f as 5oecifrEn' -+l See Details Sheet G'5.
~ be dQle4J P
27'• 4" :3,,4 vet Leff Plofe Model T - l Q For =1411 Bol
Mc Monufc{G+orod a3 I; QLr}on Sure - Grip An.-) here Co.
ac Of' .„The u. it'r,r'j lu~
SEC T/ 0 2 1 18 4
SEC plow 0 bERI 11,
-or "Cole: 5.0.1 3',5 yr so ..q 32713 490 : W
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FIGURE
r 4h ~ _ " OESIGNED BHG JO! N0. OTN 65133 FREESE AND NIC HOLS, INC. CITY OF DENTON, TEXAS
DRAWN DATE NOV 1986 INLINE MIXER VAULT
TRACED CONSULTING ENGINEf.;S WATER TREATMENT PLANT UPGRADE I'
o SCALE AS SHOWN FORT WORTH-ARLINGTON-AUSTIN, TEXAS PHASE 11
y 91it IItVIliON IT CHECKED
l
4
No ~es
1. Contractor shall Not 1?ernove From The
Service The Existit-iq Bump Until All New
Materials And Equipment Are On Site,
And Ready For Installation And Ploclnq
I
OP New Pump Mto Operation.
2.All Dirnensions With A "X" Rsqulre That The
Contractor Field VeriPq Prior To Preparation
i OP Shop Orawings.
I' 3.Anchor Bolts Shall Hove Minimum 12"
Embedment Into Concrete To Include Floor
And Pump Pod. Anchor BOlts Shall .Be
/Cwik Bolts.
4. Con tractor Shall lnstall Blind illange On
Discharge Header When Existinq Pump is
Removed And Shall Remain Until New
Pumfp? Is Iristolled 71 Allow Operation Of
Acixilliarq Bockwosh Line.
5..I t Is Cesired rt;a t The Backwash Pump Be
I ♦ UI l - f 4 y,- Y . Out Ol' Service The Minimum Amount Of
Time, The Con tractor Shall Ins toll And
place Into Operation The New Backwash
Pump With in Eiqh t (8) Dv ys Maxlrnwn .
mmmmmma
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f1i ~~'~11 V r _ ICI III Lirr~~.'~"vult(Removol
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~'a'rr~ove Exrs t Ccr. ~ ';4, Pad Scale;
A
Coat Surface rwnA sV"Jcnnvii r A 1 n 1 1A A f" / I A 11 A I, 'A //'1
I ~iti l l r T f
,A;er-Ire ItIcurlt-q New Fumf:
L1 .1 7~ f
DESIGNED doe N.O. _ T f.
DRAWN DATE
TRACED SCALE FOF
r
DAT! AIYISIOM !T CHECKED
Y .
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FREESE AND NICHOLS, INC. DENTONr TEXAS
CONSULTING ENGINEERS WATER PLANT UPGRADE PHASE II EACKWI
FORT WORTH-ARLINGTON-AUSTIN, TEXAS ADDENDUM NO. 2 LAN
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