HomeMy WebLinkAboutFAIRMONT PARKWAY RELIEF SANITARY SEWER TRUNK MAINN
v Length C L) e v n' n
co u, o Co Z 14016 of e/ - �3G _Steel
ro
_ _ L/ner61-1
-�n400 3G Sfee7_L/ners(5�phon c %__-5on.MH 0 San. A4Hi/oat7 8Pi Plpe {- -� P,Pe...3
„...
e ®�
`L--- �i—----------------------"_`= SIPHON rtCn
San. Server ape on. ewer _ _- (1_OOKlN6
pPe 3 PLAN OurLET
/NGET CHAMBER
CHAMBER N.T. S. „
-6r� Slee/
3 7nd1`vid41a/ Pipes ......
_ �fl s=:ShowZ
3 Individual Pi es . A --Shown)
----- - --
No/ura/ Ground Selected Nati e Material
C Ne. )
I I I
Son. MH i I San. MH
NOTE' Refer {'o PLAN AND PROF/LE, Shts. /O,
for locations of Pipe&7 S /n this area. I A rox• Limit of
- I ( I PP
, I ( Cemenf Stabilized
Sand
( ( Steel Liner I ;`.I S
Sewer
San. w r I
I .. I
/NLEr ourLE7
CHAMBER CHAMBER ..I
I .� E
L------------------
Cemenf Stabr/ized Sari/ ----- G
SECTION Under Chamber and Around
A Pipes (Typ.)
• , N.T.S.
B 8-Additional �•'S bars
in each layer.
rr
48'q San. Sewer BiQr{ Additional '5 bor
/Ct8.o7<B) lO" 610" /!0 /I 't8.00 C/3) /ctt 920(.B) bet 05e lg"in each
/C14G.07(G'.) ittrv.86cc)
„ 48'fi Son. J`' eWBr
30-45 cE/l I /tt750
if 74 --A 33
Flexible
- Pipe Joint
u
- 3-AdcJi{iona/ *5 bars
Placed bet #5m /2"
/n each layer.
ift7.50(8)
Itt4.33CC)
NOTE: Reinforcerrren/s 4 /t t• 7..Co8 CB)
4
INLET Dimensions typical to /If5/9CC) OUTLET
both Tnlel Ou//ef structures.
— SCALE : I/4"= I'-O"
a SCALE: I/4 =1-0
_-__._._ __ —._. --• Precast h'einforced
Concrete Access Shaf f
r „
— --- r Class "K" Concrete
Fillet 6"x b"( Typ.)
� 0
N �y
ti
GaAs{, Ji.
Flexible
Pipe Join/
cq
"u-
!'
11
Y, I Addi Fiona/ bends fo be added /o suif
de f le c Pion needed /n Fie/d.
a - 30'� Pipe 3016 PPe -
_�✓Z"Pipe /2 �Pipe�1— - - —
o
ro /8'� Pipe /8' Pipe _
- — -
'�
/845
_
�q
h
l a
l¢MH+
2A, a„
l =0"
Fall (TyP.)
Weir
2
—
MH
eir
-
!' (o"
io O"
"
-u
III
O 9•
Permiss. Cons/. ✓f 3= 6" ¢ o"o
2 c/%
Typ.
O �ez.t6.70(B)
#5®/21rpowe/3 CTyp)
O
t.9'by S. Grout to Flow Line I 13, 0" � C-�rou{ to Flow Lines
_ _... I-� ,r r- C/as3 "K„ Concrete
SECTIONwith Stec! Trowel
SECTION„ A u n n SCALE.3/Sgl-0 Finish
SCALE: 3/8�i-o — SIPHONS B AND C11 WON MIN.,
V• -V
•v
�'so l2"CryP)
San. Sewer
_- 5 @ /2'(Typ. 4
Weir
Weir 9.4;
EL.r9.07CB) �� ' EL.f7.70(C)
; ;':::.
EL.t7.OB(C)
.o
N � �l r� EL.t7.25fa
SIPHON SCHEDULE
PROPOSED
SIPHON
LOCATION
LENGTH
(L) FT
PIPE NO.
SIZE (IN.)
"8"
P/PEL/NE
70
/
30
CRO55/N6
2
/2
54156t88
3
/8
TO
5M./57t.58
" rr
C
01YOrUNc 2 44 -
l
30
CROSS/NG
2
/2
STA. %/-4_t 59
3
/8
TO
STA7/7t03_
3
_ Pike 2 -
SIPHON °Btt NOTES
--- — __
1. Pipes laid between siphon inlet and outlet chambers
to be ductile iron (D.I.) or reinforced plastic
mortar (RPM) pipe.
Cemem% Sdabi/izea' 2. Pipe connections to inlet and outlet chambers m
Sand -fo Cenfer/ine siphons may use either wall pipes with flanges as
o•F Pipes (Typ.) shown or resilient gasket connections as for precast
manholes.
RECORD DRAWING
3. The length of the 72-inch diameter steel liner
is to be the actual width of the pipelines to
DATE be crossed, measured from the outermost pipe
>wer plus 5 ft. (min.) on each side.
4. All internal surfaces of siphon inlet and out-
X. EXten� of let chambers to be coated with epoxy mortar as
i9 per precast concrete manhole.
ation Fr JacKn
Liner(Ac-taa/ Extent
Determined by
Class "K" ConcreM / o
with Sheel Trowel `I -
Fin iah �
PLAN
SHAPING TO INVERT
OF OUTLET CHAMBER
N T. S.
r of Channel
'�'s Dia. of
rrn9 Ptpe
0
A// Internal Cone rate
SurFaces To 8e Protrc,
With Epoxy r,
Corrosion Bar
For Manholes
N�
0
t
r
Z)
W
Z=
d=
<oW0o
rf�
�J
V
w
V
�
�
w
m
L
n
c
0
C
._.`�
Ld
X
W
Cr
3 x 36" Dia, RPM Pipes
0.,
„
Q
J
lL
O
p
U
>-
Cf)
CE
U
Cr
All -Pipe ConniC_e'j cza-/nto Chamber-
D _ 72esiFent;Cres/fets As For Precast
PLAN
NTS
24" Clear Opening Manhole Cover
'1�To Be Bolted Down And Watertight.
t RainForead Concrete
ShaFt
%f "Concrete
(ryp. )
Grout To Flow Lines
U.
�W
Q
ZQ
W
Y N
m
Q
0- a
z
O
~ Z
�-
Oa
U
L-
�W
O
— W
LL _j
W/
J
�,�{-
Q
0
Job no.:13-02000-C
Den 8 : i'c,J'ri_j.I
Dwn By! J D.
Chk 8 I
Annd Bv.i1.: r
SECTION D /✓OO.1 oinPom rnan/ As
/*i- Dale; Atn,u',
�— 5ejelli)o A {bra 5h
Scala I H A-; NO I LE
004-110-7
I „
Shl. 30 of 35
APRENPUA•/ IVA 3 577 27 o f' Z 7
in
(L )
Leave Pluggecl_,,
0- San. MH it San•MH
Pipe l-Ay
(S:phon"A'enly) Pipe /
Pam/ e Z
-�'`-Pipe/-B (Siphon"A'on/y)
SIPHON SCHEDULE
PROPOSED
SIPHON
LOCATION
LENGTH
(L) FT.
PIPE NO.
SIZE (IN.)
"A"
B16 /SLAIVO
240
/-A
/6
&0116H
/-B
48
Sta. /7.¢t/0
2
/6
Ta
3Po. /76t50
3
24,
0
D
L/77LE
200
/
¢2
CEDAR
2
/B
BAYOU
3
24
Sta, /9t 79
To
Sfa. 2/t 79
Z)
r
0
ODa
<oWg°
�
5t
-V
.W
V
0) .P
San. Sewer-, I I /00
�P%pe 3 San. Sewer C
a
INLET OUTLET
CHAMBER CHAMBER
PLAN _
N.T.S. '•,'
NOTES
1. Pipes laid between siphon inlet and 'outlet chambers
to be ductile iron (D.I.) or reinforced plastic
mortar (RPM) pipe.
2. Pipes laid tinder streams and bayous to be backfilled afuro/ with cement stabilized sand a minimum of 2'-0" over
Ground pipes for complete length between inlet and outlet
n i
chambers.
/ 3. Pipe connections to inlet and outlet chambers on
�---San.MH / Son.MH—I siphons may use either wall pipes with flanges as
shown or resilient gasket connections as for precast
. L3ayau ,
manholes.
I t..
,,, 4. All internal surfaces of siphon inlet and outlet
/1J
\ r _
Sqn7sewer:T
/A/LET \ \ 5' M/n. \San. 5ewer
CHAMBER _ OUTLET
CHAMBER
chambers to be coated with epoxy mortar as per
precast concrete manhole. Q
3
B SECTION 8'-0'
A N.T. S. " l �O" 6 � 0" /-O —
O ---
3 -Add; fionol #s booms
/ en 50/2
- -- Placed het e 'p' "
- -- - -- ---_ , . �4L „0 Pipe Y
/n erych Lo er.
8-flddif/ona/' 5 0 r A -a// -n _�/ �.n F„ u
610,1 t r ,l /,�„ bars T%/ each 48 San. Sewer \� oU _5 ('/.7'J IG
r2 t 8, 5 60 Q Son. Sewer, ten. Sewer _ C one ret e
0 Layer.— • . 7 /f tO. 92 / ff t u.0/ vv'14hh S-�crl Trowel
3-D - 3 o I(n° D,LP'e 3-Addi/iona/#5borsp/aced ., / U lYe/r " -- -- i" rinlsh
Lea�e F 24� Pipe \ It
�1
J.
30'� San
S
/_On
Pluq ed
� 7, 77
ff t q.67
it 98s
+I1.02
u
3-0• =o
TYP• TYP
-
MHJ�
-0 W
it
.
_n_
-
Ltt9.77 i
lEIt8,57
/6'qf
i�
FBI
►��
SG/2 /n euch Laver,
5'on. Sewer
ll' O y MH p !il I' TYVV/. II
�1t8.57 ¢
Width of Channel
Same as Dia• of
n _
It-tcomincl Pipe
Tj,
(a
,l o / /'IPe Jolnt� 4 - / r) Weir N Ad7i/in/�,r/ 5 hors
-- (ypT )
6
ll. n " J'Ji Laer y.
4- Addi fior�a/ #5 Guts Fir-- „ y /
J19F
Q
W
x .
~
W
O
0-
Q
~ .
J
Z
tL
O
O
U
}
U)
U
Q
4i0,: MH Ono n \_/ac l l f o __ i YP - -- ,fi ' 'T /-ra (7yp,) 1. =J Ad./�f/on �l �.`� h,yr5 .. •. . -
\ T TyP YP' /n e4._h Layer. — - - ----- ----..._.__ i 1-U.5y L U.'L l" />Gy c'� betl✓ cn aS m/Z'" __I Q
INLET OUTLET /'' rye PLAN =
Et MH INLET ,0_MH OUTLET MH SHAPING TO INVERT w z
#5� 2 t.�b}e.w. Lr� t MH OF OUTLET CHAMBER >- Q
5 — ----
Q N.T. S. Q W
-- j -
/%'ecosf Peinforcecl �W
a m 9,0
( ["'15m/' Concrete Access Sho{f Y� _Q
v 0 -
2 o /ion 7„/1 ,l U)
-Class /� Concrete Fi%/ef 6 x d (Typ.) Q �
„ a -- - Z
- Permis5. Coast ° -- - ' ° -- - o� O
MH O enin —
_ ✓t (TyP
Sewer # ® (Typ.) 4- CT A// Chambers Q U)
cj�(Ty�p._�
nsi. ; g r 0 4-0 -Q5 4-6 yP' , (n - ---
5@/2"CTyp.)0 0 a7 / 2°cir - MH 0,oeninq 0 2 tL
5�/2 l Typ. 4 �o//s) 2r~i CTypJ \ W O
D � Son. Sewer Typ•) l�' Pie I / / j% ti 0 ' ° • 4,'C'� /�i e / ` ' I Q W to
P I j lUnirEC �.y2 P.. r, Q. _
N
O Wet -EL z.ov, j /75 :l2
It
P�pe�..ff+17.77 !tt /,;:% - (T✓o. 4
� Q
a0 / y s) . ; i�t a. 2 7
� - --- i Leave P/ul�cjed. �� /� �• � roU1 pan �; � l -.n ° � • � ' � ;' W
Sewer � % /;jcl,355 Ilk" Concrete 0
5e12' c EC t7. f
�I (T F) / �
' -_ _ Y ;•, , y Pipe • • r' •.' ,� h Steel Trowel
#5e/2", f/nlsh
1�t0. z •••
° 5®/2 Dowe/s + cC
' — •- � — _EL .-O,6lo Job no.a3-02000-032
--
(TYP) Backfi!/ beneayh and 6"aufsio%�o{ Ds n By: PG.,T.T, J.D.
L. o/D
. lines from /imifs Of
Cfjambers Dwn B J. D.
wr0UT fo F/ow Line \ / excavation with Cemenf Sfabi/ized Consf Jf. Grout` to F/ow CI',ne — -_ CTyp•) Q
lr<w 4 to /-/ow L/new Sanoti✓o Exfra Pa Chk B
(TyP•)5®/2"t.�b, e.w, ConSf,/f Gro%vf fo F/ow Line_ �/ y)CTyp. Chambers
TyP•) 0 #50/21t, b" e.w l-O /g' o/' _ _ /-O'/ Appd B
SECTION A SECTION B SECTION C
Note: ReiOforcemenfs � — _SECTION D Date:AUGUST,l985
Scale: H AS NOTED
Dimensions typical to boffl It is Note; Reinforcements Dimensions SIPHON u D r� • V
In/el � Ouf/et structures. SIPHON A
.— - typical to both Inlet �' Ouf/ef Sht. 29 of 35
N.T. S. structures. N.T. S.
ADDENDUM NO, -3 sr 1 a j- Of 27