HomeMy WebLinkAboutC501 Sanitary Details-C502 San Spec01
3:
-0
- V;
. -
0
_1_j
Q)
(-)
>\
L_
0
7-
C
0
U)
-
0
L0
C)
I--,'
1--j
a)
V)
C:
0
0
,--*'
C:
0)
.-
V)
Q)
-0
I--,'
0)
C
.7 E
Q) 0
Q) 0')
C: to
-
. 0) (�6
C
Ld I
1-11
4- ro
0
0 co,�
N 0
- V
3�: q CT
1-11 cn rO E
��! Cc - �U-3 QM)
0 In ::1 -
N 01-2N
I .�N
, .� ..
= LO >_
..0 6j M
Z .. 12 n
LD �_ F7_ W
I— D 'I-,'
< 0 Ld r_
0 � I— 0
0 < I
_j o n
wo
"S
Q)
10%
()
well
Eel
10 1 9
In
A
Pei
7
on
-.11-1 11 . . . . .
. . I
r-_ I I ; �_
� I 1.
VNI InD
.1 �
I T 0 � 0
I 1_0 ;I N1.
I ; 1.
I ;
I ;
I ... I �
I ;
I ; ; ;
I I .
11 I
11 �
I . I I
. 1 I Lij I I 1
. - I
Uj
- -
_-; ; i
. : � � � � � I ; i
.
� � 0
- I
I
�
I
0
I z
I .
tt T
I
I
(10
'I, -
I
: . I IM,
I I
11)
. I I ,.
z !3
.
;00:
I 1
. . 100
0 �M 0 Lj
�4t Nt
� zz -,0- ;; *t I
-
001" M , : 11; I .1 ti_ 47-4
I- E
. I I I
ti
C)
- ....
2
�
;Aou
VA4
I
"
0
I I
T�
4
0
�g
<
W
(z)
K_ __
to
: <
I.. .
� 01 0
I 0 I
i __ Im
=
. .
01� ; 1.
.....- ; M
z I-- I
, fn -�,,�
Mn . ;I _
4 � ,
11'. ,
, L
b
00 , ...
I 1. - I
. I I I
.Lt .'2 ,,It- r".) ; ,
0
. .
I
.It
LL
2
.
CV)
Z.
-
: 7"*
1"..
N
0
7: P�q
� .r
,� L I
� � . 1
k1 IM
Ld
of
4,
.
I Ljj ,
00
I , I I I I CL ,-
I I .� v
I I I ,
100 - ,i:�
�, 0
!�E
cc 14 f�- � ; 1(
U, I ;
.1 ;
i
- ` -
0 atX' __; �0 ��
� I
. . . I
. I
. . I
. I
. I
W
�___
U
. N
o-
.,,
;L...,
,
I
I I I
N
, I 1 I I
I 11
I U
-
, ("N11
'O
3� _j
I
- `�,_
,
Z -,
I I . , I I I ,
,� i ;
W >E
�_, �
.0::� I �,
-.3 �#ft i
.
W M �. 0 rn
�, � Q -
1. , 0
_____
0
mj
� I
0
D
0
I..
.0
0
I I
_j
. ;�c
IF-
<
C41
0
1-1-11
75,
,
.1--.
�_'
r _1L
%�j
I
I 71
� . to
7�
;:
;1
- -1 *
I 11-111111
W r-
� � Z
W�
-
� � � 11
6
: � .1
, I
.. I ,,,
.. .
:. 0 ,;=
-
<1 111-
1. . M
. r -, *%%.
: � illi,10,1011
IV
A,
4 .11 "O
I
1 - � .1 lc-,�j
� - _.�,CG [
� jE
0 -.1-1 0 z
Z;� -
- - - I
., I ,� 11 =,
414 1- C- I
�� F -5.,' �
Li
1111 1.
>
0
I
, ,
=
z
Ej�
1.
a.
Ir"
0
U
VM
I
X
, . 1 a_
0 . I
0
I .....
M I
W
. I 1 � � � � � � � � -
. .
'M :I -��r
1-
�
W
I
0 ;Wqk
�j I
W
- .....
� -l-, , -
: . �_ � 1. M.
Uj 0 r.� I
< cf,.
CC I— I A 0.� ... "
1-01
Q�
C_
<
I
'� 6.14 I
�
0
!11� ���������������������������������������������������,,������
7-...)4
SPIGOT END, AND GASKETED. THE PIPE SHALL BE MADE OF PVC PLASTIC HAVING A CELL CLASSIFICATION OF
. . . 1
. . . . : �.
. LL
�c ,I- V)
2
I <
I- __
7:34
�
2
x
:� Ln - , , ...,
< 1 1 I
d
CL
I ;
2
INC 1%0 CD
-
44
I I I I � I I I . I - I "I'll "I'l""I'll""I'll'll"�'ll""I'll""I'll",'ll""I'll""I'll,'ll""I"ll""I'llI
I I 1 239
1
.
Li
I
9. v -)A
, -
i��,A)
�
U 0
§
�
. ; I I I I I
I p W I
<
I I I :; .
I I :; . .
�Sum: :Y 0E !LATERALINSTALLATION REQUIR M N
,MAR � #:; ,E E TS
- .
PVC SEWER GRAVITY FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D-3034-89 SPECIFICATION.
0 +-a
In.4 0
IC N rn
IX
� - __
- 4
11.2
I . IeE
4 . � I.. - - - � - �;
:1 4 4 1 1
4 ICT � I I . .� � �
- I- I I I I
, W. in I .
Al I h ous es, Ib u I I d 1 n gs, e1c 4;:, s ha I con ne c t to th e Dis tri,ii f ss sa n itair 5 awer b-M fthi" 910d... of.1 b !-widi
".., - 1 I'll, - 1111.1.1- - 1. ". - y e , ___ 55 _e 11- . .,a . v U, Ge P1 log a sewerlis
- - .111. I-- I'll "I". 1.11". 11. "..1- - "I". 111- - - - -1.111111. . Yu.
- W
I .
I ; I I
I .
1.11,11,111,111,1111, .... 1.1.111-1 --- ---
�� I
,
I
,
.
1.
f=111
E
� ft
.... E
a E ....... I
E 4 �
E �
;: :
- I
I L)
I
I
_.1__r%C0 :10 E
-
- IN- __t '�� to,
2
1
I .
tt T
� T_
I V-1 i Ln
� I . ..
--l-
I
It . . .....
, I
n& ,,�
; ; I I I
; ; .
; ! .
!
CD
I I
IF- *
L_j
I I
I �
I I I I I �,�..jl
�1 I ;
1.
____4N-:
I �
. .1 �
I . �,
i .. ....
I 4 � I .
.
I .
I I I
I I .
�,i� ; �, I I
. I . I . 11 . ; .
I I . �
I
__ -
I
. 1
. -
Diam.c.ter
- I I I I 11 . �
,
J � [ ��;����l;;,-","",�,�1.111,��". - .1. . I 1.
I 111-111--l- . . . - . . I � I . -
I . I �
. .
E
- 11 I I .
. 11 ... , , I
�� �, . - I 1.
, .
�, : .� : .. 11 ; �
- I �
. . . . -� � I
� � �
I
. .
I
.
I
�.
U N
�$ �0
. . . ft
EI
, ! Go F..
-
. �
.
Sho m
- wn., nu..ws
11 , I_
,
:z
�
.: -
;:
;: i ;
� ; ; ; ,
� _'�' N
NSPORTATION SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED IN
$:I ,tt
�
0
E
� t .
I ;
5 ; ; r.- :N
;
4 ; I
; I I
;:
11 i ...... 4
:.
-
I ;;
I � � � � ;
I I I I I I
I
r
I I .
I __6
I ..
I
< �" .
M., . L_
� I �
1 I I I I I I I 'A
. . I
- -
0
.... I
i , . .
a, I . I ;
I . I ;
I
- ,5 E
E < E :
-4im. -no
C$ FM"- 't
I : I
E
"i.
-
".
i . .
< E
IUU
- ..... � ..........
9. if� . M �� 0 ;
*1. __ _.. � : E
I I-
I
ft
. ..
ao E
� � I
5 E
W
,
- a
to ;i .1. 'n
�� �E ,rn ; ,
. -
lr-. 111-: 4e)
I . � -
,� cq Ldjj; U1
� � N
I � � . I ; �
. �
--.,w
�
F5
W� .,
10
.
- I +
�t a
I.:
I , a15
: n,
. M
I I ,.�_ L�J
I+ .-I
r1j i
I
LO 1-
__
N. .
�
,1��
um".
.
:LLI
�
.
1.
I POW
I 0
E 4 �
E �
;: :
- I
I L)
I
- �
- �
- I
� �
- �
� �
I
I I � ,
� ____ - M �.
_: �
g� 1. 7 I
11 1�� �
- ....
1-1- .7
11 7
. I , , I -
I � �� �� I . I � , , I . ,
I I I 11
. .
I I I
I I I I I � . I I I . . I I I I
I I .
I - I
. . . . . . . I
I i
_..__
____________
. - -
I C � v
. �e
. , - � " "t.
.
. ,%J�
. N.- ,
. O'SpOW 4:0 �
. 10" I I , 44, 0.,
. �
it , ,
. Q & ii, N , , , I � . ve
- � �..
. ,
, . .
. & 4�Z , , ,.. . . .10
. A " .
. &Itb, '11, L 7,7 �;s �;t _,z WA
. 61 1i �'. _ jaAk
�
. � - LA-0.
, � I
. , I
. -4- <).', , t " . . � ;&
. :7 , , , I 1. W�� ,
: I - , ; I I.., � "I".
1; I., , � - I ;� .
. , .. , i1C I , I : .....
. 0 I . I.. � - .11, 5,�_
,
I 01 . , . dl� �. .
. � .
. - � ie M � .1 ". %I
. I � ` � I .11 � le
. 3- - . I :9
. .
. . , I
. � �
. . I , , 7� � I dwlk 144W, A a
. 11 . :t ,Z� ,. I .
. ; 0 n:�, doft I � 0
. . .1 ,
. . I
I I
� I
I
111. I � . I A
. .. . � t: , � . I
. I
. .
. � I -
. .1 ; . . ; I ; � . I
. . I I
1. ; � . I
. , , 1. I . ; � �. I
. . I ; � . I
. . - � I ; � . I
I . ; � . I
I . ; � . I
I
. - .1 11 19 �)ANITA vi IMA N H 0 L E U I Al L
.
�
.
. ;�. . No. � 11 I
. ;m . "I'l""I'll""I'll'll""I'll""I'll",Ill""I'll"'I 11 l I
. ..� - . . .. �
. ....
. .. I ; .- ........................... .
. �: ; 11 :�
. �,
. � .
.
. ;
. 1. &n.
. !, .11
.
. S , 19300219 - A""�
. .. .1 =
. .. � 4 1
1
.
- � .1
. !=_ -0. - - PC ��
. - �
. J ' - .1
"..
I
. ;� I
I
. ;1
. . �'7 1
. 1. � .;1 STATE. 0. v
. S -p -. IF -� 4�; "
.
. I .
. . - I I -
. ; _ I _�
.
. % &0�_ v _4Q: 0
. . I
. __. . I ... P'. ; .. ,_
.
. ., - _ , _ , . 11Ix 'N oi�
. - . , 11 ' "\ I
, I -
. � .. , � �� � - I
, ;
.. I
. , , � , i - / � , " kl�
. *_ :%%, , , ,. ,
. ,
� - .
. %. , �_ .. I _�, I : I .- I M, -
19 �. "' - ,
la 714
".. ,
,
,
. . '' 4 ,;.N.o I i k I `_
. .1, , 41., 4-
. 10 � , � I �
. ,v _1 I. �:' R3
. ,
. . se
.
I
. 1.� .." I ,-k - I
. . I -
. 4 I I
�
. I I
. N$
I IV P
v / � " N , I
. 1-i , � 1�
_. :\, N
, �\
. 4, q
. .
.
. % VONAL IWN
. IiiT 'i
. % I 'ItWi. . I
. .
. 0\
.
.
. %
. 1111.1110",
.
. -
.
.
.
. 11 �ft
.
. -
. .
I
. .
-
. I .11 P
.
.
. .
. I 11 .^
. I
. 11 �
.
. � �
I
. . �
I
. I ..
- 1 644.....
. 11
.1111, 111. ... I :
I
. .
. I a�
: 1111111111111 ............................................. , "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll","I
.
.
I
I'll
I �_
I
�
- , 1 4
4
�
� 4
�: if t 1 � 11:, j,: 4
� ,. ill - . 4
1
� : .
�
� I.i� 1.
� MT TO; ;MAIP REGIOLL 11 D :ICT
�
�
� i �
�
� i
� 4 �
� 4 ��
� 4
� 4 � -
� 4
1 � 4
� 4
1
� 4 �
� � 4 :
� 4 : �
� I : �
� 1-I.-I. - ,��������,.�������������,������������'. 4 : �
� 4 : �
� � 1 4 : �
E � 4 : �
� 4 : �
� 4 : �
� 1 4 : �
- � 1 4 : �
� 4 : �
� 4 : �
� 4 : �
� MANHOLE DETAIL 4 : �
� 4 : �
� -1-1-1- -1- - I- - 1-1-1 - I-- ___,___ 4 �
'N � 4
_"M I � � � 4
� 4
1 � i
I � I
I � I
I 64 � 1W � 4
I � 4
� 4 I
11 4
� � 4
� 4 I-,
�
� 4 -
� 4
� 4
� 4
� 4 -
� 4
1
�
...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
�
: � I
�
-
���� 1: *411`
lei
7
Me Ti\Bk'\� , � 1,_
� -
�6366\00.i\PWGAD."ETAELS\I.N:"�"Im. iiDWG
I I
..__.,_
. Pipe
5
1 4
Time I -111,11,
.... ... I ... I ... I-- ... ,or
'
3
2
1
--l-
I
=
TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP
CD
P4
REGIONAL WASTE DISTRICT REVISED MARCH 1, 2007
00
W
. 1
. -
Diam.c.ter
'Thlie,
I , ; I I I , 4 I Mininium
1.
STANDARD SPECIFICATIONS OF THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT (THE DISTRICT) AND INDIANA
U N
�$ �0
�
Time fiu
-
a�
z
.
Sho m
- wn., nu..ws
11 , I_
.In.
� ,�
Mlll�.s
NSPORTATION SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED IN
$:I ,tt
�D
15.
BEDDING FOR FLEXIBLE PIPE SHALL BE NO. 8 CRUSHED STONE FROM 6-INCHES BELOW THE PIPE TO
-
I
ACCORDANCE WITH SECTION 715 OF THE CURRENT INDOT STANDARD SPECIFICATIONS BOOK.
U
> Cd
11
I- __
0
W-�
1 I I I I I I I I I I I
� . I
, - I I I 1 I I I
, I
[00 ft I I 1
' -
. I
. I
_1)0
1, ' ft � I
I 200 ft
.,� 0
W
��
1.
1 400 ft
�
450 ft
1 - �
4
2.
SANITARY SEWER GRAVITY PIPE, UNLESS PRESSURE RATED PIPE REQUIRED PER IAC OR DIRECTIONAL DRILLED
*
��
U�
+ �
3 4h4o
f'"
. .................... � . 4 .
-
3.46 . '
;;
:;
..
:;
:;
:;
:;
:;
:;
- :;
3.546
. :;
:;
; I ....... � I
3-46
' ) .
PIPE., SHALL BE PVC IN ACCORDANCE WITH ASTM D-3034-89 WITH A MINIMUM WALL THICKNESS DESIGNATION
U
to rr---'
00 "...0
�-�
=
0.854L
1 1 .
. . I
5-40 I
�
I
5-40
9
I'll,
OF SDR=35 AND INSTALLED PER ASTM 2321-89 SPECIFICATIONS. PVC PIPE SHALL BE GROOVED BELL,
.,
0 �_o
r---4 CD "T
�4
.
5. - 4 1
. law
'� 6.14 I
4 8
!11� ���������������������������������������������������,,������
7-...)4
SPIGOT END, AND GASKETED. THE PIPE SHALL BE MADE OF PVC PLASTIC HAVING A CELL CLASSIFICATION OF
r__4
r___4 C\
�c ,I- V)
P�
I- __
7:34
�
- . ...............
7,34
*
I ,
I 1 4 . ^1P
I 1 4 4 � .
, 4 44.
4 4
CLAY TOWNSHIP REGIONAL WASTE DISTRIC I
� 8 -. 5 2
4
12454B.
0 Cn
INC 1%0 CD
-
44
I I I I � I I I . I - I "I'll "I'l""I'll""I'll'll"�'ll""I'll""I'll",'ll""I'll""I'll,'ll""I"ll""I'llI
I I 1 239
1
� . . .1 I I I I
. . . . I I
. I
9 : 26 . .1
�,
I
9. v -)A
, -
i��,A)
- ,
9;4,26
_�__
U 0
1 1 1
z
15. . .
A9
; . __ I
� 1 I 7:48
I I I :; .
I I :; . .
�Sum: :Y 0E !LATERALINSTALLATION REQUIR M N
,MAR � #:; ,E E TS
3.
PVC SEWER GRAVITY FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D-3034-89 SPECIFICATION.
0 +-a
In.4 0
IC N rn
�_�
W
�:
� - __
- 4
11.2
1 �r
4 . � I.. - - - � - �;
:1 4 4 1 1
4 ICT � I I . .� � �
- I- I I I I
, W. in I .
Al I h ous es, Ib u I I d 1 n gs, e1c 4;:, s ha I con ne c t to th e Dis tri,ii f ss sa n itair 5 awer b-M fthi" 910d... of.1 b !-widi
".., - 1 I'll, - 1111.1.1- - 1. ". - y e , ___ 55 _e 11- . .,a . v U, Ge P1 log a sewerlis
- - .111. I-- I'll "I". 1.11". 11. "..1- - "I". 111- - - - -1.111111. . Yu.
9
I
1 19:58:
-
ALL FITTINGS SHALL BE MOLDED IN ONE PIECE WITH STANDARD PIPE BELLS, GASKETED ELASTOMERIC JOINTS,
�� C1 0
0 6
q1t tr) ,It
00 q�t 00
��
1 I I I I . .
1 I I I , I ,
I I 1 59
. ;
. 4
. 4
. 4
. 4
. 4
. ; . 4 .
. 4
. 4
5 � 3' 4, 2 L
. 4
. 4 I
1. � � � - . I -
it � � . 4 4
4 4
withun 3DG,feet for Hamil tow County or I 00 feet fbr Bowe Co ty�, f . v :e , h J 111 is
. .. i4 ; may. coin
.1 1. I'll � I I'll, I'll 11-1- 11 - ,_ Un- d. the rty ine.. Only one buffdIrI49 ned to th..
rop . I
I
-
1 4 a 10
I 11 ,
AND SPIGOT ENDS. SINGLE PIECE MOLDED PVC WITH STANDARD PIPE BELLS, GASKETS AND SPIGOT ENDS FOR
W) M
- - 1
z
- mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm,.Mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm
:
35:36
-04
40 + I I
. . � , . .1 - I'll, -
� � .
,; :
er late; :u les, oth . , ,
sewe ,� .n. , ,
I
r main P he se a ., r ved b.. the D striaL
. I � .. ... . . .... .. .. ... � 11 ", Ili ,,, , ppm , , � .y I'll 1-111 11 - - I'll.
- 1111 I ..... S: I
11 .1 I - - - ".
I ; . i ......................... -, ___
� . . I 1
.0.
IT 1
.. MMMMM--MM-MM-MMMMMMMMmmmmmmmmmmmmmI
'O
ES ARE ACCEPTABLE. WALL THICKNESS OF ALL FITTINGS SHALL HAVE A MINIMUM
CD . r__4 ,al
V) -C 0 r114
�
r -_ CD r__
A�
--m-M
15 ,
_,j +
" 38
M.
", I - o 3
m)Aw +'
mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm .
-IN 8 -yT
. .
1. .
M
,. �
: J: 1I �.
- �, /
M, M_ .
i M M M 4 1 4 .
; 4 4
; 4
; M
; .
; . ;
; M 4
-52
; 4
44
; T_ 4
; 4
DESIGNATION OF SDR-26. GASKETS FOR ELASTOMERIC JOINTS SHALL BE MOLDED WITH A MINIMUM
U
(= 0
r-..q CD r-1
�-�
�_4
I I 1 I I
I I . .... 114 "I'l""I'll""I'll'll""I'll""I'll",I
_.
2.
"I'll,
�
7 . . ., li .
;: I . � I 1. "I .
. L .
, . :81. .
_f -
I I 1-0, _5.0, wate i rains " 4 1 .
No foun dabon - I oth, t rm. t ,r d ` S shall be interconnected toft-h sewer later 11. in,:Aalled I
, ,and
- - I .1 - I C . or 13 1 '. connectied tothe
ARM �
' 6- 1 0
', .......
CROSS -SECTIONAL AREA OF 0.20 SQUARE INCHES AND CONFORM TO ASTM F-477 SPECIFICATION.
r-1 �_� �:
M 00 rn
-.t�
11
69 I a
- -48
- ................... ...... ........... I M 1 M
I M M M
78:3 I I
. . ... 1. . .
. , �
Distrieft.sanitary sem.r.
, , 1.
. . . .
.1
I .1
I . . .
.W. 2 : �4 0 . . .1
"I'll
I I I �99
13.674 L
-
? ? - . . . . . . . . .
12 i 47 . . .
.................. ...........................................
-1-1 .. Im Im .
3:4 M -+ I I
. -
. I . ,
"I'l""I'll""I'll'll""I'll""I'll",'ll""I"ll""I'll""I'll",'ll,'ll""I'll'.11
45. . 134
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . - + H
I-M-1-1.1-1-m-........
.... I .. ..... ...
5 6:5 8
11
................
6:8:22
11 -
4.
ALL SANITARY MANHOLES SHALL BE PRECAST CONCRETE MANHOLES IN ACCORDANCE WITH ASTM C-478 AND
Im I'll .1 . M _.___._._.. M M M M M M
10233 M M M M
� 27
I-, ...... 1�
. M M. M M_ - M . . .
2 _5 ,�, 3 0 . . . . . .
.... 11 - 11 . .
.
81 I 81, 1.
.....................................................................
I
I .1 I � � .
1 4 it 4 4 :::. � � . ;
� � loca u I
I � I -.11- � - e ci_ � �e . .
The e.)dsfing sevver fine.... from thebudin."a tothe s; ptictank maym 1 led n.d:erabul.ld",,,,.i'ng,.add�,,b-'o-n,p.a.ti.o,
I I 11
- ''I'll, 11-1-1- -.111-11--1 11 I . 11.1 - - fly b usedifftis I - I 1111-11.1 11 I
- -
.1
:43 - 11 6
a
___ ', I 1
CURRENT INDOT STANDARD SPECIFICATIONS HANDBOOK. 0 -RINGS SHALL CONFORM TO
_!�
A'� .
7") � 07
0 I .� I
.
. I I M -
. I M M
. 86. . ,
M . M.
U ,� _xz_
I I
1 �_A7
I . ,
I 0 0 :,� J
MM
.......... I
� C 17
I 1 .5 R -) /
I- I- - , - ,
...................... .......................................... ;
I -l- I I M M
M M
: M M M
1 M M M
1 29�
- 48 M M
� . I .1 ......... I I
� � ... I ...., � �
� I
. I
. 4 �
1 4 �
� em 4
Poith or Paved &.'v ,N-r test"* requii,, Ired to sftow if amptable for remus T�* Property owner shall 1b ear the cost o all
.
Im I .
.,,?o
28 �, - :
A- I
C-443. DOUBLE ROW OF KENT SEAL OR EQUIVALENT SHALL BE APPLIED TO ALL JOINTS AND BETWEEN RISER
- - -
2 1, 3 6 6 ,L
I
.. I .... .. I 11.1'.. . . . I
�1 . ; 1 1 ; I
3 5 3 7 1 M
53 :.2 5
.. .. I . . ..
f . ;
� I
.. ..____ ............... --- -
- 4 4 4 I 1
11 71 .- 1 3
I ... .... .... 4
; 4 I
"I'l""I'll""I'll'll""I'll",�
,
.1 .M ... I ... . 1. .
. .
I n iln.spec. - , � - - I
testjngl� .1 e Dist �cti. h, tw. m us. t be Giim ite for thie, d u rab on of th e a ir tels, t
. .. .. ..... ..
-
_
.
: �5
1 06 ,;- 0
RINGS AND CASTINGS. MANHOLE STEP SPACING SHALL BE NO MORE THAN 16-INCHES. MANHOLES SHALL BE
I .. .. .
,+
I 42+2 6
I I M. ....... M .......... ; M M M M M
� M M M
4 M
i
1.604 15
.... .. I .. M M
I4 4 ; 1 . 1 1
: 33
4 ... I ...
4
- - -------------------------------------------------------
I 1 I
, 3 1 : 10
..... "I'l""I'll""I'll'll""I'll""I'll",lI .......... ''..
4.
. 1
4 . .. . I 1
4 � . . I 1 4
4 . . I . al. 01 :
T e ner or tractor, shall no* the District; H."orto Colvening the installed later s that. theDIstnctcan make an
h ow coril ' . ' 4
P '
43 .. �_
-.05
AIR TESTED FOR LEAKAGE IN ACCORDANCE WITH ASTM C1244-02, STANDARD TEST METHOD FOR CONCRETE
1 1 4
. I 4
i 4 4 4 4 4 4 4
1 - 0
� 864 1. 4
1 .
0:7-443
+
129- ,I :6
. . ........................................
. 1 1
0 � �
I 5 � 4,�
...................... 1 -l- - - I
-
,I 7 � m? ,I
m2 _2
11 I ....
. , . 4 .1 ... .1 I-- .111 .. 11 ...
I..
. .: - - � 1.1 I
. .1
1 - 4
�. . � � -d., . I., 4
i sp ti[on to dete. . �
- � � I .
. istri i fficafton sha ... be 4.1.1. ade 24 �mrs pnow to
.... c liance 1Wth the D: cft seweru. ... se o r nanice. Such notak..,... .11 Im
In. . .... .... e ... ... .... . .. ... "...1-1 .... rrnine 0-0.xr-P.
4
4 4 4 4 1 4
4 1
I M M M
4 3 6
4 .
4 4 � M
L_____f��11111111111111
SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM) TEST.
..... 1. - 11 -----I
8
. �6
.
r, 1. 11 ...................
V) CY)
. ...... 11 a�T
51 : I � /" i
........................
76:55
I 11 - 11 1 4 4 4 4 4 4 1 4 ;
102 E 4 4 4
................... .. ... . ?:.L! ... 2 ..... i
"I'l""I'll""I'llIll""I'll""i
I R I-, - . � I I . 1.
�
Ie 1 4 4 .... .1 �M. 1,11-111.
- � ... %itelfor
� 41 4 1 � J ic n is requied ,or coatractor is notvons. . 4. -
th need for the inspection. if the'nspe..cbo,,...n!...,,f�a"ils anda second. plel:;bo I
11 1 1 .
I .
... 53 : 5 0 .1
. .1
A. INSTALLATION AND OPERATION OF VACUUM EQUIPMENT AND INDICATING DEVICES MUST BE IN ACCORDANCE
4
C
1
1
IN THE EVENT THE CONTRACTOR DOES NOT MEET THE MINIMUM SLOPES, THE SEWER SECTION AND ANY OTHER
.
I .
I -
1 4 . I I
I . - 5 . - I "
.1, .
I , I I 1 4
I , ddjbon. jf6e of $1 ,.00 wl, , e: d Thli o t paid priorto the
� .
I - U ..'s
1 , ca ;,,� n a :b e. , m
sciv.duled ins ection., or fails to . ncd insp chon, 4 .1 s be
, - , . p ,e � , ai �a - I DO- I �
WITH MANUFACTURER'S RECOMMENDATIONS AND PERFORMANCE SPECIFICATIONS WHICH HAVE BEEN PROVIDED BY
CTIONS SHALL BE RECONSTRUCTED TO MEET SUCH MINIMUM SLOPES.
(D
"
(D
LATERALS ARE TO BE INSTALLED WITH A MINIMUM 14 GAUGE TRACER WIRE FROM THE WYE TO THE TERMINUS.
I I , . :.
time of the fdJaw up inspection.
DISTRICT ENGINEER. THE VACUUM EQUIPMENT MUST BE CAPABLE
UPON LATERAL COMPLETION THE CONTRACTOR FOR THE BUILDING OR HOME WILL EXTEND THE WIRE FROM THIS
(1)
"
A
TERMINUS TO THE BUILDING CLEANOUT ADJACENT TO THE BUILDING.
OF TESTING THE ENTIRE MANHOLE, INCLUDING THE CASTING AND RISER RINGS.
1=
:3
5.
, I � �
I . 4 �
1. I � . 4 � � . : ,
� : . 4
1 . 4 � bon " Ice; pnv.a
. 1B He 0
Property own. rs are hereby adv' 'that the Coun, 4 oard of 21thlreglilates ft apera.1 and a interw... f 11 ' te
C Ised .1 � :ty 4 -
. I
� I , . - � .
in
B. WITH THE VACUUM TESTER SET IN PLACE:
E�
0)
-4-0
(.)
. �
. . fi�l tioapuwicsewer,as, pfic
sewage disposal (septic) s ysterr.s. The County; rd' � i ,art e
- I- - I-- - I � � � � - 0, ina... nee PrOvA. es P - that, upon c onin ion .... - - - - - ,e .
. _ - . 1. , . �
- 1. �
1. CONNECT THE VACUUM PUMP TO THE OUTLET PORT WITH THE VALVE OPEN.
C:
(D
; �.
I .
4 1
I
,_ .1 �d (P.M. ped dile 41) t v at ina I
11 4 . .
e , , ve �
4 ' . ., . - .-Forsto.w. son a safe and sanitary
- 4 4 11� ' YWR e2 Im
-
1 . 4 1
- -
tank ff. W. Ashal be abandon an and filled com. I ttel T11 h Men . - 1. -.0
- I .11 � if�
2. DRAW A VACUUM OF TEN (10) INCHES OF HG. (5 PSI) AND CLOSE THE VALVE.
1111111111111101111111111�
W
4_0
E�
wo. . � 1
,
., I I
- ,
. . : , , rd � .... e .n, , I theidepartnw,nt of the
M nner, Pleasecontact the appropdate County - . a i 0 I 1.
a ., Boa. of Health for furtlier i form fian and to nob .10
-
C. ACCEPTED STANDARDS FOR LEAKAGE WILL BE ESTABLISHED FROM THE ELAPSED TIME FOR A NEGATIVE
E
.r.:
. 1.
aband, rnent
1. - 111. � I ,, ,on. 11
>
0
-
.
W
()
6..
I
Acoeptable Pip - Mat a.n'als:
11 .
OUR (4) FOOT DIAMETER MANHOLE MUST BE IN CCORDANCE WITH THE FOLLOWING:
A . W114.
I � .. . :_.:
.. -
. I I 11 ASTM D30.34,, I: . -
I � I .
I .. -
PV�C P PE-. S,DR 35 4o; r SDR 26 SiX N CH PIV E
_1. -1v 4. - �. '41,
MINIMUM ELAPSED TIME FOR A:
I
0)
(D
1. V 4 . . .
4 I . . .
1 4.. . . .
1 4 � . . .
1 . 4 .
- ED PIPE: SDR, 21, ASTM D22 ..,SIX I.N.GHPIPE
P C puXESSURE , �
-
10=m� C:
CL
I 1.
� � I I � 4
1 1 1
, � . � . . ......
1 ;N 1. . .
; � � . .. : .
- I .1
I 1 4 1 � � . ,e 4
4 � : 4
RESTRAI. ED,ji ...INT PVC, .PIPE (DI,RE.C,TIIO�:NAL:D:.R.I.L......-. Yelomin; S; D 21 IF
MANHOLE DEPTH F 1 INCH HG
E�
>,
CU
I 11
, - 4
� 1 4
. � I . .1 4
. � � . . . 4
I . 4
1 . ' .E i e
� I a Val th, Dstnictl rignser)
ASTM D2241 T SIX INCH IPIPE(use only , er. pro, : of e E
, .P .P .
I ,
1 0 FEET OR LESS
a)
(4� ?.
0
cn
4 11, ASTIMID3.212
GASKETED ,J;OIN;TS: 4; .... - - 2.1 -
'
-0
1 4 4 4 4
GASKET&ASTIM F477
:3
C:
..... ... .11
- F I .1
I , I .
. I
. I I
1. . 4 1 1
I . s Owe ... .. .1
FITTIING.S.- S.DR 26 or better: fiern.co all 1.
I I ''I'll - - . ........... - __ .
MEN
U)
CU
...... .. .
I .
� I . I
� I . I
� I . I
� I . �R 1 lF
OUPLINGWITH P. .0PER. ITTINGS
DUCTILE IRON MECHANICAL G I
FOR MANHOLES FIVE (5) FEET IN DIAMETER ADD AN ADDITIONAL FIFTEEN (1 5) SECONDS AND FOR MANHOLES
2
-0
.J
�
44 4 4 � . . 1
14 4 4- � . . I .
4 � . . 1
4 4 4 . .
PRINWE G4 INI I R PUN41PSACCEIPTABLIE PIPE MATERIAL'. '
R11 IDE. � ......... 1. .. 1. 1
SIX (6) FEET IN DIAMETER, ADD AN ADDITIONAL THIRTY (30) SECONDS TO THE TIME REQUIREMENTS FOR
C:
CU
I I . ,
1 4 � �
1 4 �
I ,r,n I� I han' 1,o Electrofus.ed joint's
HDPE. DR1:1 with Cor pmsslun ittvng.s,, Mec .Ica. - ... r ......... .. ..... .... ... .. .... ...
...... 1. ... . I.... .. - .
FOUR (4) FOOT DIAMETER MANHOLES. FOR ALL MANHOLES DEEPER THAN TWENTY -FIVE (25) FEET, THE
M
.j
., , .... 11 I
, , 7 4 1
_ 4 4 1
- ; 4 1 1
.. 4 4 1 1
4 1
� I
CLEAN OUTS To IBIF LOCATED NO MORE. THAN THREETEET FROM THE
- .. I ... -.1. - ...... . .1 ......... . I
ENGINEER WILL DETERMINE THE APPLICABLE MINIMUM ELAPSED TIME.
- . I-, I-, "I'll, I I I I I .1
4 4 4 4 � . I
� . 4
4 4 � . .01 4
� . 1 1 10 I "I'll, I "I'll -
4 4 ID FOR . MI
F UN 4 4
. 0 DAT1 ON. AIN 4 ...... 4.4 ..... 4. GRAVIITY LATERALS N RE T14AN, 1040 FEET APART.
D. IF THE MANHOLE FAILS THE TEST, NECESSARY REPAIRS MUST BE MADE. THE VACUUM TEST AND REPAIRS
A A '
0)
T
Be; ding:
d I-
E. IF MANHOLE JOINT SEALANTS ARE PULLED OUT DURING THE VACUUM TEST, TH
3:
-10
. . ; � I �
Use Number 8 crushed storm or Number 48:fractured fiice agaregate
4 - - I �
DISASSEMBLED AND THE JOINT SEALANTS REPLACED.
4-
;;;" 1. 1. I
1 1
. I
Number 8 stoIrw backfill! m , - nal ,Is tobe ptwed from 6 inches below to 12 Inches, above the pipe
1
F. MANHOLES WILL BE SUBJECT TO VISUAL INSPECTION WITH ALL VISUAL LEAKS BEING REPAIRED.
.6
0
Ill-)
. i
,. . :1
i4de i J, , I- I . .. � - � __
T.hetreric:hsh,o.:uldbeamin.imumof,18[n.cho,sw'; �siixlnches:owboth sides:of the p pa)
I - - I � 11 - - - - I I I I � - - ..
..
. ,T-
't
�
C�
��
1=
8,
than 20fleet from 4water wells.unhess. PVC pressure ,rade 1 ,
. . meet ng SDR 21
�. . I ipe is used
Late-rats, sball bel.311stalled, w1cl-m-111 -.11".. I - 11 I - g � P
5.
BUTYL RUBBER COATING SHALL BE APPLIED AROUND EACH MANHOLE JOINT FROM 3-INCHES ABOVE TO
oo
Z 0
..
W 2!,
�� 0
M LL_
Cz) Li
�� LJ
:2
��
M
Cn
Li
--D
0
N
*
I,-
- - � . I . . I I I
; � . .
I � . . I 1
I . 4 _,q 4 �9 � � . Wed,21 . I e
4 4 1. I . 1. ......
and AS.T.Mv D2241. .Any pro. ,,, a fflSit2ftation 4 uln,I; -issure pipe s all! be revie . nd accepted by the District. and th
pos ...... d-n .... I 11.111.1-1-1111111 11.1 .... ....re..., .... . ri pTe h - .... 1- I'll
I ..... - - � . � -,
3-INCHES BELOW EACH JOINT. THE APPROPRIATE PRIMER SHALL BE APPLIED PRIOR TO APPLYING THE RUBBER
E. C-�
U T_
-1.1
-
-:4 * ,
W LLJ
z
(M Q:�
C:�
W
N
.
* . , . 11 11
.1. 1. . -
. ,
Districrs engiline-er pnor. to installiatilm-.....
. ..... .. ... .... � - 11 ..... I ... I ... I- ...... ,,, __
COATING. INSIDE JOINTS TO BE FILLED WITH PRECOAT PLUG MATERIAL. ENTIRE EXTERIOR SURFACE OF
W 3:
fl-D
, ,,,
z V)
C
1-�
z
�=
1.14
U
Q0
�j 0
.. �
� .1
SANITARY SEWER MANHOLES SHALL BE SPRAYED WITH A BITUMINOUS COATING AND ALL EXTERIOR GAP
0
111.1
C �
�:: 0
M
W
�
C4
W
�11
&-'
<�
9n
I . 4 � - . .1
. . 4 4 . .1 . � I I
. 4 4 � . I , �4 1 4
. . ., ,, ,, iv I_ . ..... . . 4 4 � . I I
. . I .1 � , - 14 anica
. I I . R Po I . .11 I
W1, here a. transitionlis madf.-- betweents,"DI 35 pipe ,81.,_.. pressure grade SD �21 pipe, a dxtilei n ,i..!;.�,*eted mech I
I . .... ....... R.", .... 11, .. ... ,,-,rvJ - - - � - - � 1 � � 1- - 1; I ". - I .1 1.
.1 - � .11 -
EXPOSURE OF RISER RINGS SHALL BE BACK PLASTERED OR GROUTED WITH NONSHRINK GROUT.
1:L4
C:) "I
I 0
a)
I
C:)
I
I U
C:)
I
I . .
11 .
coupling, shall be, Lmed+
... -
__ 111--
=
I .1... . 1
6.
THE MANHOLE CHIMNEYS, INCLUDING ALL RISER RINGS SHALL BE SEALED USING FLEX RIB INTERNAL CHIMNEY
I
C)
�_,
10�
.1
m �� �., �
, .''. ., - , I ,
I � 1. I ,
� � 1. -
I � � - 1 em it' above a Met
4 4 � � IF ,
. �,
I . 4 I 4 5 ... - 1. - _ � I IA-ti, - 1. - � - . I , re I
r r ons i it #3
Laterals shall ter.m.i.n.a.le wi- in,3 feet of: the bufldingunlies thecri__ . .: No 1,glued piiiipe 1hall be
- 11 Ithi 11 -�������������������������������������������������������������������������������������������������������� ........ _.""'', -
BY CRETEX, NPC, OR APPROVED EQUAL. THE FLEX RIB INTERNAL CHIMNEY BAND SHALL
>.
r -,j
Li
d 11
� . .1 4 4 .
� t ree fou 4 ; ati o watls.
.1 4d n
t)Stwie ts h, q th feet of buNno. '.- n
1I S . d Out. - . I
I -d ���������������������������������������������������������������� � �
EXTEND FROM 3-INCHES BELOW THE TOP OF THE CONE SECTION TO 3-INCHES OVER THE MANHOLE CASTING
M
I :�
11�
I I.. - .
I ,
I ... 5 n 4 os ,f rom the 131 t ic-.f�,% o
. .1 :r%
, 4 4
4- 4 .
. lo, . - I . 4- 4 'flications ma ... ; - I Kel 1.9 n
al 04 trict sta dards andspel. y be io...'tailn, Id , ffice during businiess
. . -na o In . ist,
iona .n:, ti
Addit '.1.1', fxT
CTURERS INSTALLATION PROCEDURES IF DIRECTED OTHERWISE. INTERNAL CHIMNEY SEAL
N-)
�
CD
, ,n , - . I.,
. .d. - a �- ct staridards can b : located on our web s'te at
. . . : 4 4: �
. 4 . I ; I I . I e. . I ,
r1l.
. I ` n
: 4 1-id X,"I Distri
hours of 8..:00a:,rn.to 4.:-30p.rn, Wr aythWWO, F I i4 yi,
- v
SHALL BE INSTALLED AFTER MANHOLE VACUUM TESTING AND PRIOR TO FINAL ACCEPTANCE. WATER TEST MAY
W
C111
'I-,
CO
httv._L�����:- .
BE DONE, PER MANUFACTURER OR DISTRICTS RECOMMENDATION, TO PROVIDE ASSURANCE THAT INTERNAL
E.,
:�
C*14
, -_
...... Clay Township Regional Waste District
I .... I
CHIMNEY SEAL IS WATER TIGHT.
C:).
00
� .... ` - .1.1
1. 0701: North Coll lege Su itek
1 41 4
4
1 4 4 ;a. .I.S.-Ig.
.1 4 4
Indian.a.10fis Indiani 46280
"... ...... 11 . ... ..... . .. 1 - . I.....
. .. .. ... P
� ... III. ,
7.
THE CASTING ELEVATIONS ARE SET BY PLAN, HOWEVER, THE CASTINGS ARE TO BE ADJUSTED IN THE FIELD BY
Pfmne: �844 -9200 Fax-- 844-920.3
THE DISTRICT'S REPRESENTATIVE, SHOULD A DISCREPANCY OCCUR BETWEEN PLAN GRADE AND EXISTING GRADE.
�
NEW MANHOLE RING(S) AND COVER SHALL BE INSTALLED TO ESTABLISH GRADE. MAXIMUM HEIGHT OF
12-
I--
. ,
. 4 � - 1
- I ; I
Septic effluentsh'a I not be pu __ d outintothe sarittai. . Sewer sysitem.
I - I - - I 1. - - ... mpe .. 1 4- 11 Ily � �
ADJUSTING RINGS SHALL BE 12 -INCH ON EXISTING STRUCTURE ADJUSTMENT AND 1 0 INCH MAXIMUM ON NEW
.1 � �
CONSTRUCTION.
11
. I I .
. I I ' -
I .
. I I : . ,r
The District shall lnspgq�. ,ALL, laterals. Please call the Distdctoffk�e at 844.920:0.24hours. pno to ifime of inspeofion
111111111111 I I . - � - - -
"I
Q)
14:.
I �
I I I I � le
. . �
I I , t .be placed e
I I . �
I I . _P 0
fre Is lo
Contractors shall lay 14 gauq2�solfd Wire the en fire Ilength of the ateval. W. n topi. of th; la te ra I u T h
8.
BACKFILL AROUND ALL INSTALLED OR PROPOSED MANHOLE STRUCTURES, SIDEWALKS, BIKE PATHS AND/OR ALL
. I - , I
11 q1111111111 ... ,
� .1 � - - - . - .
I - � � .
I � � � .
I � � i -
I � .
S . lacement of the Wre. ,Afterinspectim, bedding'is to be placed on top.
tnict Insped.iar wifli. vs. I - �
rify I I
E MADE WITH GRANULAR MATERIAL (B-BORROW) OR NO. 8 STONE, UP TO 18 INCHES
. 1P
ON THICKNESS (WHICH INCLUDES "NO. 53" STONE DEPTH). IF MORE STRINGENT
4! 55�
.1 I ;
. . .
11
.1 .1 .1 4 1
1 zeb e v .1 .1 1 4 ing.
Call b f. r ou dig., 1,U,PPS:1-&r.`0-382,-5544,48 hours prior todiggi ,,,..
- �
� I W 1. , I - -
BACKFILLED REQUIREMENTS ARE SET OUT PER CITY, TOWN, COUNTY, OR DISTRICT SPECIFICATIONS THOSE
1,
FOLLOWED. TRENCHES OPENING WITHIN 5-FEET OF BACK OF CURB OF PAVED
Cn
�__
I
Lateral-rev.OMI-ffffi
ROADWAYS, SHALL BE BACKFILLED WITH GRANULAR MATERIAL OR NO. 8 STONE IN ACCORDANCE WITH SECTION
co
W
�D
=
Li
:�
211 OF THE CURRENT INDOT STANDARD SPECIFICATIONS HANDBOOK.
co
0
co
�-�
C-)
9.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE HIGHWAYS, CITY, AND COUNTY
a)
z
U
;<
PERMITS HAVE BEEN OBTAINED BY THE DEVELOPER PRIOR TO START OF CONSTRUCTION.
C�
lh�
U-1
co
a_
1 0.
INITIAL AS-BUILTS SHALL BE PRESENTED TO THE INSPECTING ENGINEER PRIOR TO FINAL SUBMITTAL TO THE
Z
0
Cn
=
DISTRICT FOR REVIEW, OTHERWISE CONTRACTOR SHALL BE REQUIRED TO FURNISH THE DEVELOPER'S ENGINEER
14
9)
�-�
Q
-
Cn
WITH A SET OF PRINTS SHOWING ACTUAL SEWER LOCATIONS AND INVERTS INCLUDING LATERAL LOCATION,
>
W
>-
Uj
11�
SUCH AS-BUILTS PRINTS MUST BE RECEIVED BY THE ENGINEER BEFORE THE FINAL
1241
..__.,_
. Pipe
4m # w �
munutu
I
I "
. I - ... -
1 Length for
I I .1.11 ... I
Time I -111,11,
.... ... I ... I ... I-- ... ,or
'
TEST RESULTS. (*THE FOLLOWING ARE CONSIDERED NON-FLEXIBLE PIPES: CONCRETE PIPE, DUCTILE IRON
--l-
I
I I � I
PROVING RINGS SHALL BE AVAILABLE AT THE TIME OF TEST OTHERWISE NO TESTING WILL BE ALLOWED. ALL
HALL BE WITNESSED BY A DISTRICT EMPLOYEE OR THE DISTRICTS REPRESENTATIVE.
. 1
. -
Diam.c.ter
'Thlie,
I , ; I I I , 4 I Mininium
Longer
Specification
�
Time fiu
-
Length (1.)
I
.
Sho m
- wn., nu..ws
11 , I_
.In.
� ,�
Mlll�.s
I I I I I I I I I I � I
I I I Tlnie� ft:
- I
Length, S
15.
BEDDING FOR FLEXIBLE PIPE SHALL BE NO. 8 CRUSHED STONE FROM 6-INCHES BELOW THE PIPE TO
-
I
i
11
I- __
11 11
_
1 I I I I I I I I I I I
� . I
, - I I I 1 I I I
, I
[00 ft I I 1
' -
. I
. I
_1)0
1, ' ft � I
I 200 ft
10)
I 4 � " .
.
.1, ,
, 50 fi
ze_� 1 . t
:;
:;
:;
:;
:;
:;
:;
:;
300 ft :;
:;
:;
:;
; I -
3 50 ft
1 400 ft
�
450 ft
1 - �
4
3:46 I
1 1 I I I I I I I I .
I 1 1 ,597
i��
0.380 Lj
Ill I I I I I 1 I I I
3 I
+1 I I
"I',"", A
��,,���������������������������I
A6
+ �
3 4h4o
f'"
. .................... � . 4 .
-
3.46 . '
;;
:;
..
:;
:;
:;
:;
:;
:;
- :;
3.546
. :;
:;
; I ....... � I
3-46
' ) .
,3 . -46
a
� .
- -46
�) k
;`
- i
1 6
5 :40 I I
� I I 1 I I I I I I I 1 I 1 398
0.854L
1 1 .
. . I
5-40 I
�
I
5-40
9
I'll,
_! NJ : 4 1 I 11-1-1-111-
- 0
.
5,40
*
;;
:;
- l :;
:;
F :;
:;
:;
5 � � :;
40 :;
" :;
:;
0 .
; 5.
K -40
.
5. - 4 1
. law
'� 6.14 I
4 8
!11� ���������������������������������������������������,,������
7-...)4
I I I I I I I I 1 298,
I 1 I -
1 �520 L
.1 1 I
.1
. .1 I
.1
.1
7:34 .1
.1
.1
..
7d.34
I- __
7:34
�
- . ...............
7,34
*
.... ......................... � ............................. ;;
..
.;
:;
� :;
:;
:;
:;
R :;
736
.. :;
..
� 8 -. 5 2
4
I
1, 0.
408
11-24
I +
; 10
� 11 -
=;;;;;� "'
�
I `
.(
9:20
' -1-
I I I I � I I I . I - I "I'll "I'l""I'll""I'll'll"�'ll""I'll""I'll",'ll""I'll""I'll,'ll""I"ll""I'llI
I I 1 239
; . . i: ............... "I'l""I'll""I'll'll""I'll""I'll","I
. .2-
. . ' el.374 L -
� . . .1 I I I I
. . . . I I
. I
9 : 26 . .1
�,
I
9. v -)A
, -
i��,A)
- ,
9;4,26
_�__
,""I'll" ........ .... 3 . �
I
9*'
m �) �
;;
:;
:;
:;
:;
:;
1. :;
11. - :;
05? .;
ff ..
:1. " +51
4 �)+'
I
15. . .
A9
; . __ I
� 1 I 7:48
. � 12
- .
� � 1 :1 : 2:01
I I 1 I , I I I I 1 1:99
. I . . . t-
. --'
1: - .4 1 8 !;;;4.j
. . 1 .1 M
. . . . 11
- . . . I
I 1. -20 . . I
+ I I
M.-S
I - �
.1
.1, ,:20
� - __
- 4
11.2
14:,.
-15
I 1 ......... I
. :
- ' .
17F, 0 5 ;;
9
I
1 19:58:
-
1 � I'll, vvvv I I i���11111111111111111111
22:47
a
I i q � 4 25 -38
+
M -
I I -
mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm'. M. I
4 .
M . -
. ... .. .. .............. I ...... 4 ..... w ....... I , . I
M ; . : . .. .......... " " :0,
- "I'l""I'll""I'll'll""I'll""I'll",'ll""I
1 I I I I . .
1 I I I , I ,
I I 1 59
. ;
. 4
. 4
. 4
. 4
. 4
. ; . 4 .
. 4
. 4
5 � 3' 4, 2 L
. 4
. 4 I
.1
.1
.1
4 1
. . . . . .1 I
41 4 :1 0 . . .1
I
-
1 4 a 10
I 11 ,
- I -
:1 �
7+48
4)
2 2 : I ,51
.;
:;
..
"42 :;
26.
9 mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm����������������� . 4
i . M 4 4 4
9 31 -.09 ; 4
- mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm,.Mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm
:
35:36
-04
40 + I I
j 8
"I'l""I'll""I'll'llI.Mmmml.mlI ...............
I ; . i ......................... -, ___
� . . I 1
.0.
IT 1
.. MMMMM--MM-MM-MMMMMMMMmmmmmmmmmmmmmI
'O
1 1 1 1 I I I 1 1 I I �
1 1,33
_IM �
. . ; 4
� I 4
i 4 4
I ;
"I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll'I
� 4
. 4
. - 4
i A- 4
7.69"� L .
. 4
.
. . . .....................................................
- . . . . . . . . . . . .
17M . . .
. ,
19 - I 'I
- 1 4 �
--m-M
15 ,
_,j +
" 38
M.
", I - o 3
m)Aw +'
mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm .
-IN 8 -yT
. .
1. .
M
,. �
: J: 1I �.
- �, /
M, M_ .
i M M M 4 1 4 .
; 4 4
; 4
; M
; .
; . ;
; M 4
-52
; 4
44
; T_ 4
; 4
: a
5 1. -16
M_ .- .
I .. M M M M M M M 1
- M M
�4 I
-57. - I M
1 21 -
11
I .1
I 1 I . . 1 .1
41 :9 W- 5 0 .1
MM . . .1
I I 1 I I
I I . .... 114 "I'l""I'll""I'll'll""I'll""I'll",I
_.
I l .
10.470 L �
= I
1: 9 -4 5 0 . . . . . . . . . . . . .
.......... ...............................................
ARM �
' 6- 1 0
', .......
1. I -����������--�������������������������������������������������
7
m) W
' 4 �& 5 4
..... .. . 11
_ �������������������������������������������������
!"I �7
43-
. -) I
I 11
, 1 .. I
- I I
0 -
:5 YL '..,Ll I
I
� i
1 ; 4 1
I . I
"I'll.."..",,..","",""..","",",.,',
I .
I .
I 1 -: 0 0.
61, M.
I I I - 11 11
11
69 I a
- -48
- ................... ...... ........... I M 1 M
I M M M
78:3 I I
.
........ - - 24:
.. ... .... ...
. . . .
.1
I .1
I . . .
.W. 2 : �4 0 . . .1
"I'll
I I I �99
13.674 L
-
? ? - . . . . . . . . .
12 i 47 . . .
.................. ...........................................
-1-1 .. Im Im .
3:4 M -+ I I
. -
. I . ,
"I'l""I'll""I'll'll""I'll""I'll",'ll""I"ll""I'll""I'll",'ll,'ll""I'll'.11
45. . 134
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . - + H
I-M-1-1.1-1-m-........
.... I .. ..... ...
5 6:5 8
11
................
6:8:22
11 -
.11 1. .1 . .
I I
79 - 46:
I
9 1 I.- I 0
Im I'll .1 . M _.___._._.. M M M M M M
10233 M M M M
� 27
I-, ...... 1�
. M M. M M_ - M . . .
2 _5 ,�, 3 0 . . . . . .
.... 11 - 11 . .
.
81 I 81, 1.
.....................................................................
. ....... . . I I
!! .1 7 .3 0 6 L
I . . . . . .
2 8 :5 1 . . . . . .
.1
:43 - 11 6
a
___ ', I 1
: 1.
5 7:4 1 :
_!�
A'� .
7") � 07
0 I .� I
.
. I I M -
. I M M
. 86. . ,
M . M.
U ,� _xz_
I I
1 �_A7
I . ,
I 0 0 :,� J
MM
.......... I
� C 17
I 1 .5 R -) /
I- I- - , - ,
...................... .......................................... ;
I -l- I I M M
M M
: M M M
1 M M M
1 29�
- 48 M M
I 30
I.. .1 . .
-M __ __ !I--
Im I .
.,,?o
28 �, - :
A- I
8 0 .
- - -
2 1, 3 6 6 ,L
I
.. I .... .. I 11.1'.. . . . I
�1 . ; 1 1 ; I
3 5 3 7 1 M
53 :.2 5
.. .. I . . ..
f . ;
� I
.. ..____ ............... --- -
- 4 4 4 I 1
11 71 .- 1 3
I ... .... .... 4
; 4 I
"I'l""I'll""I'll'll""I'll",�
_
........... . .............. �����������������������������������
. M
4 1
-
4 ' ,
. 9 �6 024 ...
8
............... "I'l""I'll""I'll'll""I'llI
. .. .. ..... ..
-
_
.
: �5
1 06 ,;- 0
- I ... I . ... I ...
11 I , ,
A J11
N!_:'1X_1
1 24 �i `8
- I
I .. .. .
,+
I 42+2 6
I I M. ....... M .......... ; M M M M M
� M M M
4 M
i
1.604 15
.... .. I .. M M
I4 4 ; 1 . 1 1
: 33
4 ... I ...
4
- - -------------------------------------------------------
I 1 I
, 3 1 : 10
..... "I'l""I'll""I'll'll""I'll""I'll",lI .......... ''..
1 11
72
.. M 1 .
M M . 25.85.2 L ' 1 1
43 .. �_
-.05
I-
3 10
*0 0
:64 -
1 1 4
. I 4
i 4 4 4 4 4 4 4
1 - 0
� 864 1. 4
1 .
0:7-443
+
129- ,I :6
. . ........................................
. 1 1
0 � �
I 5 � 4,�
...................... 1 -l- - - I
-
,I 7 � m? ,I
m2 _2
11 I ....
- - - - 11 M M M 1
. M M M M
: . M
1, 93 .53
.... . ... .. .1 M M
4
4 4 4 4 1 4
4 1
I M M M
4 3 6
4 .
4 4 � M
L_____f��11111111111111
34:00 . . . . . . . . . .
.......... , I I
..... 1. - 11 -----I
8
. �6
.
r, 1. 11 ...................
M .........................................................
M ; 1 .
M �
M M ;
; M 1�
30.7691
.... .. ;�. .1 .. ..... i ... �
MM .
. . .... M - - ------- -l-, "I'l""I'll""I'll'll""I'll""IlI "I'll I
. ...... 11 a�T
51 : I � /" i
........................
76:55
I 11 - 11 1 4 4 4 4 4 4 1 4 ;
102 E 4 4 4
................... .. ... . ?:.L! ... 2 ..... i
"I'l""I'll""I'llIll""I'll""i
1 1 .1 I.,
...... I-—
11 1 1 .
I .
... 53 : 5 0 .1
. .1
1 I -1 i( I 11 .........
I -
1 I , )
1 I �������
I ........ I
!
1 ;t ,.:. .,L-. 9
I .
......................... ................. ...
.
205*07
# 1
2.3 0; :4
M 0
on
5
4
AN BE AUTHORIZED. AS-BUILTS SHALL BE SUBMITTED PER THE DISTRICTS CURRENT \\00\111111110/w/
STANDARD WHICH CAN BE FOUND AT \\\ t, S H
WWW.CTRWD.ORG \\\ 0 /////,
, a*
, �
, O',
" qq 04, 0 0 G \S 0 0 0 -*'
-Z-, _:��
1�
1 1. THE SANITARY SEWER LATERALS AND STUBS TERMINATION SHALL BE INDICATED ON THE SURFACE WITH A __ .. �� __1
__ IT 00
�. _�
� %�, : 0 * � -0
SET IMMEDIATELY ABOVE THE SAID TERMINATION POINT IF FULL CONNECTION IS NOT � : 0 0 �
� 0 0 �
= * =
IMMEDIATELY MADE. = 'OP 0 * =
::: : - 2 3 3.1 z:
- .0 : zz:
�_ -_
�, : � -_
12. ALL SANITARY SEWER LINES UPON COMPLETION WILL BE REQUIRED TO PASS A LOW PRESSURE AIR TEST. I- S OF 004 -_
,_ I's 00 -_
SAID TEST SHALL BE CONDUCTED ACCORDING TO ASTM F1417-92, AND SHALL BE WITNESSED BY A DISTRICT so \A!�.000 _v '?
EMPLOYEE OR THE DISTRICT'S REPRESENTATIVE. THE TESTING SHALL BE IN ACCORDANCE WITH TABLE 1. AS 06 1�1
FOLLOWS WITH 0.5 PSI BEING ADDED FOR EACH FOOT OF WATER ABOVE THE SEWER LINE BEING TESTED. // NAL \\ \\\\\
BE SUBJECT TO VISUAL LEAK INSPECTION AT DOWN STREAM MANHOLES WITH ALL VISUAL 0 /////11111111\\\
LEAKS BEING REPAIRED AND SUBJECT TO TELEVISING REQUESTS BY THE DISTRICT. il
13. PRIOR TO FINAL DEFLECTION TEST (MANDREL TEST) ALL MAINLINES SHALL BE CLEANED AND FREE OF ANY
DEBRIS DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE* PIPE AFTER THE FINAL BACKFILL HAS JAMES E. SHIEIDS, JR P.E. 102013331
_11 iN U.
CONSTRUCTION PLANS 2 2 .r-mud-r-it W12.0014
I
�
3 1 2 1 1
r-3
1"_"
ti
�8
Y) E,-zi
;�;W- -if-,
9
0
Z) C-1)
� e-
C1
�
�� . ,_4
g!:!� :z:
:...) J___::�_
I �
iLl �i
--I Z7111
r3
�.) C-)
-,.;; ,
C
14 r�
C4
CVD
1_1 C_1� -0
Y) I'll
i--,)
9--
t:3
04
.e
+.Q
21� E.-
4 co
�:: -
4 �
Y)
cli,
E_�
>_� -I.
C_,1
Q)
21� C/a
41�
C1
��
�� Il-
I ��
;�;r W
t::!� -Q.-
�.Q
U
.
BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A VERTICAL DEFLECTION OF 5% DEFLECTION
TEST RESULTS. (*THE FOLLOWING ARE CONSIDERED NON-FLEXIBLE PIPES: CONCRETE PIPE, DUCTILE IRON
PIPE, AND CAST IRON PIPE). THE DEFLECTION TEST SHALL BE PERFORMED WITH A NINE-POINT MANDREL.
PROVING RINGS SHALL BE AVAILABLE AT THE TIME OF TEST OTHERWISE NO TESTING WILL BE ALLOWED. ALL
HALL BE WITNESSED BY A DISTRICT EMPLOYEE OR THE DISTRICTS REPRESENTATIVE.
14.
THE ENDS OF LATERALS ARE TO BE PLUGGED WATER TIGHT WITH A GASKETED CAP CAPABLE OF WITHSTANDING
A LOW PRESSURE AIR TEST WITHOUT LEAKAGE. LATERALS SHALL BE SUBJECT TO VISUAL LEAK INSPECTION AT
DOWNSTREAM MANHOLES WITH ALL VISUAL LEAKS BEING REPAIRED.
15.
BEDDING FOR FLEXIBLE PIPE SHALL BE NO. 8 CRUSHED STONE FROM 6-INCHES BELOW THE PIPE TO
12-INCHES ABOVE THE PIPE. MANHOLES SHALL BE PLACED ON NO LESS THAN 6-INCHES OF NO. 8
DING.
16.
WATER LINE, UTILITY, AND LEGAL DRAIN CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH THE
MORE STRINGENT OF THE TWO; 3271AC 3-6-9 OR THE DISTRICTS STANDARD DRAWINGS.
17.
TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTION, AND SHALL BE
D AND/OR BARRICADED WHEN LEFT UNATTENDED.
I
L��
L
1`4�
Q_.,
��
I
18.
NO WATER SHALL BE PERMITTED TO FLOW INTO THE SANITARY SEWER SYSTEM DURING CONSTRUCTION.
(z)
UTILIZE A PUMP TO KEEP THE WATER LEVEL BELOW THE PIPE. PUMP DISCHARGE SHALL
q
Q�
BE DIRECTED TO A STORM OUTLET IN ACCORDANCE WITH STATE AND FEDERAL LAWS AND REGULATIONS
115
C15
(327-IAC 3-6-20). ANY PIPE ENTERING EXISTING SEWERS SHALL BE PLUGGED WITH SCREW TYPE
MECHANICAL, BRACED PLUG UNTIL SUCH TIME AS ALL TESTS ON THE SEWERS AND ALL PUNCH LIST ITEMS
-
(Z
C-_�
ARE COMPLETE.
Q�
��
1_�
C�
19.
ALL SEWER LATERALS INSTALLED SHALL BE BEDDED THE SAME AS THE MAIN LINE SEWER.
��
�_4
11_�
20.
FORTY-EIGHT (48) HOURS NOTICE SHALL BE GIVEN TO THE DISTRICT PRIOR TO THE START OF SEWER
��)
2q
CONSTRUCTION. ALSO, 48 HOURS NOTICE SHALL BE GIVEN PRIOR TO DOING ANY TESTING DONE ON THE
SEWER.
�X4
��
21.
MANHOLE CASTINGS SHALL BE STAMPED "SANITARY SEWER"
I
(Z
Q_')
ELF-SEALING TYPE. THE CASTING FLANGE SHALL BE 34 INCHES AND THE CLEAR
�;
OPENING SHALL BE MIN. 20-13/16 INCHES. WATERTIGHT CASTINGS SHALL BE BOLT DOWN EAST JORDAN
"SANITARY
�4
��
STAMPED SEWER."
llt�
N
�0
22.
THE MINIMUM SLOPE OF THE SEWER SHALL BE:
2L.,
(f
)
(z)
SIZE OF PIPE MINIMUM CONSTRUCTED SLOPE
4�_
Q_')
8-INCH
0.40%
1 O-INCH
0.28%
C111)
12-INCH
15-INCH
0.22%
0.15%
,:� llt�_
0
�_4
18-INCH
0.12%
44 �ft�
C:)
23.
THE CONTRACTOR SHALL PROVIDE MEASUREMENTS OF THE SLOPE OF THE SEWER FOR EACH MANHOLE
�4
S. SUCH MEASUREME FIED BY A REGISTERED LAND
SURVEYOR OR ENGINEER AND BE AVAILABLE ON-SITE FOR OBSERVATION BY THE DISTRICT'S INSPECTOR. NO
04
::4
�4
F_j4_
N BE CONSTRUCTED IN ADVANCE OF SUCH MEASUREMENTS.
1:4
i14
24.
IN THE EVENT THE CONTRACTOR DOES NOT MEET THE MINIMUM SLOPES, THE SEWER SECTION AND ANY OTHER
.
CTIONS SHALL BE RECONSTRUCTED TO MEET SUCH MINIMUM SLOPES.
j
25.
LATERALS ARE TO BE INSTALLED WITH A MINIMUM 14 GAUGE TRACER WIRE FROM THE WYE TO THE TERMINUS.
UPON LATERAL COMPLETION THE CONTRACTOR FOR THE BUILDING OR HOME WILL EXTEND THE WIRE FROM THIS
A
TERMINUS TO THE BUILDING CLEANOUT ADJACENT TO THE BUILDING.
_11 iN U.
CONSTRUCTION PLANS 2 2 .r-mud-r-it W12.0014
I
�
3 1 2 1 1
r-3
1"_"
ti
�8
Y) E,-zi
;�;W- -if-,
9
0
Z) C-1)
� e-
C1
�
�� . ,_4
g!:!� :z:
:...) J___::�_
I �
iLl �i
--I Z7111
r3
�.) C-)
-,.;; ,
C
14 r�
C4
CVD
1_1 C_1� -0
Y) I'll
i--,)
9--
t:3
04
.e
+.Q
21� E.-
4 co
�:: -
4 �
Y)
cli,
E_�
>_� -I.
C_,1
Q)
21� C/a
41�
C1
��
�� Il-
I ��
;�;r W
t::!� -Q.-
�.Q
U