HomeMy WebLinkAboutC40321• RCP
II Exetime II
11 1
le-
vi RGP I I
II (r.l II
r
i�' RCP
�� Neenah R -3396 or
approved equal.
\" (top of casting =-140,61)
Note:
ro' concrete precast or
poured in place
\-�
Inlet Type IIC Il
�. Not to Scale
Full height manhole
steps as specified
mastic, or or butyl rubber
seal at joints
2' P`✓C to Building
Drain Valve –
Base ro ' or 8' with —
min. iS' dia. hole.
2'01A
O -ring gasket,
2'a
+e• o:A
Existing 18' RCP
Inv. _ 131.00
Class 'A' concrete
Neenah R- 1910 -A casting
or approved equal
Precast concrete
adjuster rings
IF needed (4 max.)
48' to 24' concrete
flat reducer cap.
2'b
'00000 "1000 0 °000 0$ 00 0o 0'000Q000' 0
)0° °00000Q° ° ° ° °o°°°°° ° °° 8 �Q000<
000 0 0 00000 0 %0 0 0000 °000 ° o 00000°
Note:
Manhole conforms
to ASTM 6418
Shut -ofF Valve
-- Precast concrete
section
(1(o', 32', or 48'
as required)
Water Service - by utility
Manhole base
set on min, 12' of
08 Or 02 stone
Drain its valve and Marhole Leta i l
8 t/�i71es 1/2 I _ �'I
4' PVC to ieac
4' PVC Pipe to leaci'
(Inv. out =-
6'
1
:i
I
�4
`r
granular material
I
I
1
I
I
I
compacted to 95,%
r
i�' RCP
�� Neenah R -3396 or
approved equal.
\" (top of casting =-140,61)
Note:
ro' concrete precast or
poured in place
\-�
Inlet Type IIC Il
�. Not to Scale
Full height manhole
steps as specified
mastic, or or butyl rubber
seal at joints
2' P`✓C to Building
Drain Valve –
Base ro ' or 8' with —
min. iS' dia. hole.
2'01A
O -ring gasket,
2'a
+e• o:A
Existing 18' RCP
Inv. _ 131.00
Class 'A' concrete
Neenah R- 1910 -A casting
or approved equal
Precast concrete
adjuster rings
IF needed (4 max.)
48' to 24' concrete
flat reducer cap.
2'b
'00000 "1000 0 °000 0$ 00 0o 0'000Q000' 0
)0° °00000Q° ° ° ° °o°°°°° ° °° 8 �Q000<
000 0 0 00000 0 %0 0 0000 °000 ° o 00000°
Note:
Manhole conforms
to ASTM 6418
Shut -ofF Valve
-- Precast concrete
section
(1(o', 32', or 48'
as required)
Water Service - by utility
Manhole base
set on min, 12' of
08 Or 02 stone
Drain its valve and Marhole Leta i l
8 t/�i71es 1/2 I _ �'I
4' PVC to ieac
4' PVC Pipe to leaci'
(Inv. out =-
6'
1
I
granular material
compacted to 95,%
I �
Minimum trench width
4' PVC from
�septic tank
36 -1 or
:qual. (top of casting= '14114)
4 PVC From septic tank
( inv. in = 139.49)
Note :oncrete
6' concrete precast or
poured in place
Concrete D i e tr i but i on E5ox
(Inlet Tube A - Modified)
Not to Sca Is
Min. 10' to
Leach Field
Undisturbed Earth
overlap 6' min.)
orated PVC
I. �Qyc Fi I I per specs.
Perimeter Underdra ir Section
5ca le: 1' = V-0,
or less
\� \
X/ / Earth Fill ;OVA //A /� \�%/
/ /
E
Cseotextile filter E
fabric per specs.
On °
0 0 0 0 0 00 ° 4' perforated o.d.
0 0 PVC
0 0()Q °0000000 °°
0 0 0
Drainage Fill per •,���� \ \�T��/ /"''
specs.
Within 5' of edge
OF pavement
Absorption Field Section
Sca le: 1' = 1' -0' 1
LIN
Scect i oft
I I
I I
I I
inspection covers
4' PVC outlet
j \ j Inv. = 139.11
I � I
ET I
I I
I I
I I
I I
I I
I I
I I
4' PVC inlet
Inv. = 139.96
Plan
1500 c3a 1. Septic Ta��c Leta it
5C-ale: 1/2" = V-0*
E.O.P., curb, gutter
or similar structure
Min. (o' topsoil to ensure grass /
growth if not under pavement
v-rrrrn
Flexible pipe 5eddin,
Not to 5ca le
reater
than 5'
E
N
o.d.
Greater than 5'
from edge of pavement
Section
E.O.P., curb, gutter,
or similar structure
Min. 6' topsoil to ensure grass
growth.
Regular backfill
Minimum trench width
125x(o.d.) + 12'
"8 crushed stone or
approved equiva lent.
Class I bedding material
hand tamped or walked
into place.
Pipe, see site plan
for type and size
S C H M I D T
ASSOCIATES
Wil -Fra -Mar Building
320 East Vermont Street
Indianapolis, IN 46204 -2126
317 - 263 -6226 '
Fax: 317 - 263 -6224
Project No. 91sa59
Project Date May 15, 1998
Produced mar
Revision Date
trtlNMtttM!lllXry,t� `�. 4
� STERFo �(P
No. L0147
+• STATE OF
.T 4 A�G
i No.
1 nnn> > f
?hats Drawings and Specincaum, and all coplet thereof are and
shell remain the property and copyright of the ArcHtect. 1My shell
be used only with respect to thfa Project and are not to be used on
any other Project or Work without prior written psrmistion from
the AreHtect.
River
Heritage
Park
Site
Utilities
5' borrow or equiv.
granular material
compacted to 95,%
standard proctor max. density
Minimum trench width
125x(o.d.) + 12'
• S crushed stone or
approved equivalent.
Class I bedding material
hand tamped or wa lived
into place.
Note: All bedding and Initial
Pipe, see site plan
backfill shall be installed
for type and size
in 6' to 12' balanced lifts
A minimum of 9' of clearance
shall be provided on each
side of the installed pipe
Flexible pipe 5eddin,
Not to 5ca le
reater
than 5'
E
N
o.d.
Greater than 5'
from edge of pavement
Section
E.O.P., curb, gutter,
or similar structure
Min. 6' topsoil to ensure grass
growth.
Regular backfill
Minimum trench width
125x(o.d.) + 12'
"8 crushed stone or
approved equiva lent.
Class I bedding material
hand tamped or walked
into place.
Pipe, see site plan
for type and size
S C H M I D T
ASSOCIATES
Wil -Fra -Mar Building
320 East Vermont Street
Indianapolis, IN 46204 -2126
317 - 263 -6226 '
Fax: 317 - 263 -6224
Project No. 91sa59
Project Date May 15, 1998
Produced mar
Revision Date
trtlNMtttM!lllXry,t� `�. 4
� STERFo �(P
No. L0147
+• STATE OF
.T 4 A�G
i No.
1 nnn> > f
?hats Drawings and Specincaum, and all coplet thereof are and
shell remain the property and copyright of the ArcHtect. 1My shell
be used only with respect to thfa Project and are not to be used on
any other Project or Work without prior written psrmistion from
the AreHtect.
River
Heritage
Park
Site
Utilities