HomeMy WebLinkAboutAddition C-502 Site DetailsSTRUCTURE NUMBER
ST -01
ST -02
DESCRIPTION
ST -03
A
(1"
ST -04
ST -05
ST -06
ST -07
ST -04
DESCRIPTION
END SECTION
BOX /ADS INLET
6.5"
BOX /ADS INLET
780.20± M.E.
BOX /ADS INLET
CLEANOUT
CLEANOUT
CLEANOUT
BOX /ADS INLET
DETAIL NUMBER
3/C -502
2/C -502
2/C -502
2/C -502
4/C -502
4/C -502
4/C -502
2/C -502
STRUCTURE SIZE
15" DIA.
24" x 24"
24" x 24"
24" x 24"
8" DIA.
24" x 24"
8" DIA.
24" x 24"
CASTING NUMBER
N/A
R- 3402 —E
R- 3402 —E
R- 1883 —G4
CAST IRON /BRONZE
CAST IRON /BRONZE
CAST IRON /BRONZE
R- 3402 —E
RIM ELEVATION
N/A
776.50
780.00
779.00
780.25
M.E.
M.E.
779.00
INVERTS
W 772.95 15" DIA.
SW 773.82 12" DIA.
S 774.16 8" PVC
E 773.57 15" DIA.
N
774.05 12" C.I.P.
N
774.15 12" C.I.P.
N 774.40 8" PVC
V.I.F. 10" R.D.
V.I.F. 10" R.D.
N 774.27 12" C.I.P.
Pipe
Diameter
SS -01
Dimensions (inches)
DESCRIPTION
MANHOLE
A
(1"
B
MAX
1/C-502
H
(1
(1
L
1/2
W
(2
12" 0 HDPE
6.5"
10"
780.20± M.E.
6.5"
INVERTS
25"
W 778.10 8" DIA.
minimum.
29"
15" 0 HDPE
6.5"
10"
6.5"
25"
29"
18" 0 HDPE
7.5"
15"
6.5"
32"
35"
STRUCTURE NUMBER
SS -01
SS -02
DESCRIPTION
MANHOLE
CLEANOUT
DETAIL NUMBER
1/C-502
4/C -502
STRUCTURE SIZE
8"
8"
CASTING NUMBER
R- 1510 —A
CAST IRON /BRONZE
RIM ELEVATION
780.20± M.E.
780.25
INVERTS
E 777.48 VIF 8" DIA.
S 777.48 VIF 6" DIA.
W 777.46 VIF 8" DIA.
W 778.10 8" DIA.
minimum.
fl
NOTCH TOP OF PILING
r
4
or less
or less
Guardrail Elevation
Scale: 1/2" 1' -0"
Within 5' of edge
of pavement
Within 5' of edge
of pavement
5' -0" MAX.
5/8" HD GALV. BOLTS WITH
H.D. WASHER AT HEAD AND
NUT; INSTALL (2) BOLTS
AT POST LOCATIONS
BETWEEN PIERS
E.O.P., curb, gutter,
or similar structure
Min. 6" topsoil to ensure grass
growth if not under pavement
Minimum trench width
1.25x(o.d.) 12"
'B' borrow or equiv.. granular
material compacted to 95%
standard proctor max. density
Pipe, see site plan
for type and size
Rigid Pipe Bedding Section
Not to Scale
INSERT AT 1" =1'
E.O.P., curb, gutter
or similar structure
Min. 6" topsoil to ensure grass
growth if not under pavement
'B' borrow or equiv.
granular material
compacted to 95%
standard proctor max. density
Minimum trench width
1.25x(o.d.) 12"
8 crushed stone or
approved equivalent.
Class 1 bedding material
hand tamped or walked
into place.
Pipe, see site plan
for type and size
Flexible Pipe Bedding Section
Not to Scale
INSERT AT 1" 1 —O"
2 "x2" at 5" O.C.
Notes:
Notes:
5/8" HD GALV. BOLTS WITH H.D. WASHER AT HEAD AND
NUT; INSTALL (2) BOLTS
AT POST LOCATIONS
BETWEEN PIERS
AIIIMIAMMEISSESEEMENETii
Bedding and Backfill for water mains
shall be sand in lieu of #8 crushed
stone.
All bedding and initial backfill shall be
installed in 6" to 12" balanced lifts.
A minimum of 9" of clearance shall be
provided on each side of the installed
pipe.
All bedding and initial backfill shall be
installed in 6" to 12" balanced lifts.
A minimum of 9" of clearance shall
be provided on each side of the
installed pipe.
Bedding and Backfill for water mains
shall be sand in lieu of #8 crushed
stone.
Typ. Guardrail Section
1 Scale: 1/2" 1' -0"
/X
Greater than 5'
from edge of pavement
reater
than 5'
RAIL
4 "x6" POST 5'- 0 "o.c., EXTEND POST
BOTTOM OF 2 "X12" AT PIER LOCATIONS
2 "x6" CAP (ROUND EDGES)
2 "x2" RAIL C� 5 "o.c.
2 "x8" RAIL
ti
E.O.P., curb, gutter,
or similar structure
Min. 6" topsoil to ensure grass
growth
\/"Y
Greater than 5'
from edge of pavement
Minimum trench width
1.25x(o.d.) 12"
Regular backfill
Pipe, see site plan
for type and size
'B' borrow or equiv. granular
material compacted to 90%
standard proctor max. density
E.O.P., curb, gutter,
or similar structure
Min. 6" topsoil to ensure
grass growth
\x Regular backfill
Minimum trench width
1.25x(o.d.) 12"
#8 crushed stone or
approved equivalent.
Class 1 bedding material
hand tamped or walked
into place.
Pipe, see site plan
for type and size
SANITARY STRUCTURE TABLE
STORM STRUCTURE DATA TABLE
J.R. Smith Heavy Duty Cast Iron
Cleanout housing and cover,
4250 Series with gasket or
approved equal.
Exterior Cleanout Detail
Not to Scale
4AJ, W J,A
Top View
Not to Scale
1/8 bend if cleanout
occurs at end of line
18" sq. concrete pad trowel
smooth and edge
(in lawn or landscaped areas)
End View
Metal HDPE End Section Detail
3
Asphaltic mastic or butyl
rubber seal between joints
Full height manhole steps
as specified
0 —ring gasket asphaltic
mastic or butyl rubber seal
at joints
Base 6" or 8"
per section
Not to Scale
INSERT AT 1" =1'
1# 6 1, See Structure y 6"
a
Standard Precast Manhole
0
Note:
6" 4000 psi concrete precast
or poured in place
E Box Inlet Detail
Not to Scale
Outlet
pipe
Curb or flat
casting, see
Profiles
Casting frame and cover per
Profiles
0
1 11
2' DIA.
111111111111111111111111111111111114k
1 611001
o o p'
0 o 0
Diameter Varies
0
J o 0 o 0
o O 0 p
0
0
00
Precast concrete
adjuster rings
if needed (4 max.)
5" min.
Class "A"
concrete
a�
a
Eccentric cone or
reducer cap as req'd
by site conditions.
Cone top to match
adjusting ring profile
NOTE:
Concrete Manhole conforms to
ASTM C478. See Construction
Specifications for Alternate
Materials.
Precast concrete
section
Preformed hole to max.
of pipe o.d. 6" with
nonshrink cement grout
Bench walls at min. per
foot slope
Manhole base
set on 6" of
or #2 stone
NOTE: Manhole Detail is typical for sanitary and storm manholes except:
1. For sanitary manhole adjusting rings use butyl rubber base exterior backplaster material, j" 1/16"
min. thickness, from 2" below top of cone to casting.
2. Manhole joints shall be o —ring gasket plus extrudable gasket (Kent Seal or equal), per ASTM
C -443.
3. Connection of pipes to sanitary manholes shall be made using a flexible boot, Kor —n —seal flexible
connector, cast —in —place Dura —seal gasket, A —lock gasket, or approved equal.
SCHMIDT
ASSOCIATES
Wil -Fra -Mar Building
320 East Vermont Street
Indianapolis, IN 46204 -2126
317 263 -6226
Fax: 317 263 -6224
Project No
Project Date
Produced
Revision Date
2002 -036
March 15, 2004
CEC
c ,rci< it, 72,44,
iI ELI:,
These Drawings and Specifications, and all copies thereof are and
shall remain the property and copyright of the Architect. They shall
be used only with respect to this Project and are not to be used on
any other Project or Work without prior written permission from
the Architect.
Hazel Dell
Christian Church
Education Wing
Addition
SITE DETAILS
C 502
Data Table
algei o}DQ
See Structure
ID
fl
NOTCH TOP OF PILING
r
4
or less
or less
Guardrail Elevation
Scale: 1/2" 1' -0"
Within 5' of edge
of pavement
Within 5' of edge
of pavement
5' -0" MAX.
5/8" HD GALV. BOLTS WITH
H.D. WASHER AT HEAD AND
NUT; INSTALL (2) BOLTS
AT POST LOCATIONS
BETWEEN PIERS
E.O.P., curb, gutter,
or similar structure
Min. 6" topsoil to ensure grass
growth if not under pavement
Minimum trench width
1.25x(o.d.) 12"
'B' borrow or equiv.. granular
material compacted to 95%
standard proctor max. density
Pipe, see site plan
for type and size
Rigid Pipe Bedding Section
Not to Scale
INSERT AT 1" =1'
E.O.P., curb, gutter
or similar structure
Min. 6" topsoil to ensure grass
growth if not under pavement
'B' borrow or equiv.
granular material
compacted to 95%
standard proctor max. density
Minimum trench width
1.25x(o.d.) 12"
8 crushed stone or
approved equivalent.
Class 1 bedding material
hand tamped or walked
into place.
Pipe, see site plan
for type and size
Flexible Pipe Bedding Section
Not to Scale
INSERT AT 1" 1 —O"
2 "x2" at 5" O.C.
Notes:
Notes:
5/8" HD GALV. BOLTS WITH H.D. WASHER AT HEAD AND
NUT; INSTALL (2) BOLTS
AT POST LOCATIONS
BETWEEN PIERS
AIIIMIAMMEISSESEEMENETii
Bedding and Backfill for water mains
shall be sand in lieu of #8 crushed
stone.
All bedding and initial backfill shall be
installed in 6" to 12" balanced lifts.
A minimum of 9" of clearance shall be
provided on each side of the installed
pipe.
All bedding and initial backfill shall be
installed in 6" to 12" balanced lifts.
A minimum of 9" of clearance shall
be provided on each side of the
installed pipe.
Bedding and Backfill for water mains
shall be sand in lieu of #8 crushed
stone.
Typ. Guardrail Section
1 Scale: 1/2" 1' -0"
/X
Greater than 5'
from edge of pavement
reater
than 5'
RAIL
4 "x6" POST 5'- 0 "o.c., EXTEND POST
BOTTOM OF 2 "X12" AT PIER LOCATIONS
2 "x6" CAP (ROUND EDGES)
2 "x2" RAIL C� 5 "o.c.
2 "x8" RAIL
ti
E.O.P., curb, gutter,
or similar structure
Min. 6" topsoil to ensure grass
growth
\/"Y
Greater than 5'
from edge of pavement
Minimum trench width
1.25x(o.d.) 12"
Regular backfill
Pipe, see site plan
for type and size
'B' borrow or equiv. granular
material compacted to 90%
standard proctor max. density
E.O.P., curb, gutter,
or similar structure
Min. 6" topsoil to ensure
grass growth
\x Regular backfill
Minimum trench width
1.25x(o.d.) 12"
#8 crushed stone or
approved equivalent.
Class 1 bedding material
hand tamped or walked
into place.
Pipe, see site plan
for type and size
SANITARY STRUCTURE TABLE
STORM STRUCTURE DATA TABLE
J.R. Smith Heavy Duty Cast Iron
Cleanout housing and cover,
4250 Series with gasket or
approved equal.
Exterior Cleanout Detail
Not to Scale
4AJ, W J,A
Top View
Not to Scale
1/8 bend if cleanout
occurs at end of line
18" sq. concrete pad trowel
smooth and edge
(in lawn or landscaped areas)
End View
Metal HDPE End Section Detail
3
Asphaltic mastic or butyl
rubber seal between joints
Full height manhole steps
as specified
0 —ring gasket asphaltic
mastic or butyl rubber seal
at joints
Base 6" or 8"
per section
Not to Scale
INSERT AT 1" =1'
1# 6 1, See Structure y 6"
a
Standard Precast Manhole
0
Note:
6" 4000 psi concrete precast
or poured in place
E Box Inlet Detail
Not to Scale
Outlet
pipe
Curb or flat
casting, see
Profiles
Casting frame and cover per
Profiles
0
1 11
2' DIA.
111111111111111111111111111111111114k
1 611001
o o p'
0 o 0
Diameter Varies
0
J o 0 o 0
o O 0 p
0
0
00
Precast concrete
adjuster rings
if needed (4 max.)
5" min.
Class "A"
concrete
a�
a
Eccentric cone or
reducer cap as req'd
by site conditions.
Cone top to match
adjusting ring profile
NOTE:
Concrete Manhole conforms to
ASTM C478. See Construction
Specifications for Alternate
Materials.
Precast concrete
section
Preformed hole to max.
of pipe o.d. 6" with
nonshrink cement grout
Bench walls at min. per
foot slope
Manhole base
set on 6" of
or #2 stone
NOTE: Manhole Detail is typical for sanitary and storm manholes except:
1. For sanitary manhole adjusting rings use butyl rubber base exterior backplaster material, j" 1/16"
min. thickness, from 2" below top of cone to casting.
2. Manhole joints shall be o —ring gasket plus extrudable gasket (Kent Seal or equal), per ASTM
C -443.
3. Connection of pipes to sanitary manholes shall be made using a flexible boot, Kor —n —seal flexible
connector, cast —in —place Dura —seal gasket, A —lock gasket, or approved equal.
SCHMIDT
ASSOCIATES
Wil -Fra -Mar Building
320 East Vermont Street
Indianapolis, IN 46204 -2126
317 263 -6226
Fax: 317 263 -6224
Project No
Project Date
Produced
Revision Date
2002 -036
March 15, 2004
CEC
c ,rci< it, 72,44,
iI ELI:,
These Drawings and Specifications, and all copies thereof are and
shall remain the property and copyright of the Architect. They shall
be used only with respect to this Project and are not to be used on
any other Project or Work without prior written permission from
the Architect.
Hazel Dell
Christian Church
Education Wing
Addition
SITE DETAILS
C 502