HomeMy WebLinkAbout3.1 Storm Sewer DetailsNO-HU8
MANHOLE DIAMETERS
PIPES ENTERING/LEAVING
SIZE
A(mIN.)
8
C
48"
2"
14 7/8"
6 1/8"
9 1/2"
60"
3"
17 5/10^
8"
10"
PIPE SIZE
4^
19 3/4"
10"
10 1/2"
60"
6"
25 5/8"
14 3/8""
12"
UP TO *o^
8"
25 1/4""
15 9/16"
10 1/2
48^
10"
31 13/16"
20 5/16"
12"
PIPE SIZE
MANHOLE DIAMETERS
PIPES ENTERING/LEAVING
AT
45*-e0' BEND
0*-45 BEND
8
48
48"
24"
48"
60"
27" 30"
60"
60"
33^-3e~
60"
72"
PIPE SIZE
PIPE TURNS
MANHOLE DIA.
24^-33'
THAN 15*-90^
60"
33^-3e
STRAIGHT THRU
60"
42"-48"
UP TO *o^
72
42"
THAN 45^-90`
84"
48^
UP TO 45'
84"
48"
THAN wo*-en`
96"
54" 66"
UP TO eCr
96"
BOX INLET SCHEDULE
INLET TYPE
A
8
MAX PIPE 0
TYPE A
22
22"
15"
15
TYPE AM
24"
24"
18"
18"
TYPE B
30"
46"
21
21~
TYPE E,r
30"
30^
21^
21^
TYPE J.w
24"
36"
18
27
TYPE S,T
15"
61"
0"
36
ST-1
ST-3A
D
ST-3
D
ST-3B
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
HAUNCHING
(Bc/2)
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
HAUNCHING
(Bc/6)
DEPTH OF BEDDING
MATERIAL BELOW PIPE
27" SMALLER 3"
30 TO 60" 4^
68" LARGER 6"
EDGE OF PAVEMENT,
CURB. GUTTER OR
SIMILAR STRUCTURE
-J
ct
oa
HAUNCHING
(Bc/2)
CO SPRING
DEPTH OF BEDDING
MATERIAL BELOW PIPE
d MIN.
27" SMALLER 3"
30 TO 60" 4"
68 LARGER 6"
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
LEGEND
MIN 6" TOPSOIL
12"
LEGEND
MIN 6" TOPSOIL
LEGEND
N G" TOPSOIL
12'.
-PRECAST ADJUSTING SECTIONS AVAILABLE
SEE STORM STRUCTURE
DATA TABLE FOR CAST1NG
DETEC ABLE WARNING
TAPE IN ACCORDANCE
�.H SPECIFICATIONS
MIN. 1.25 Bo+12^
NOTES:
1. ALL BEDDING, HAUNCHING, AND INMAL BACKFILL SHALL BE
INSTALLED IN 6" BALANCED LIFTS.
2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
OF THE INSTALLED PIPE.
PLASTIC PIPE (PVC AND HDPE) TRENCH DETAIL
SCALE: NONE
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
NOTES:
1. ALL BEDDING, HAUNCHING, AND INITIAL. BACKFILL SHALL BE
INSTALLED IN 6" BALANCED LIFTS.
2.AMINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
OF THE INSTALLED PIPE.
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
SCALE: NONE
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
4" BEDDING
RIM ELEVATION
BOX INLET DETAIL
SCALE: NONE
'L' 5 f OR LESS:
"B" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.**
REGULAR BACKFILL
DETECTABLE WARNING
TAPE IN ACCORDANCE
WITH SPECIFICATIONS
**UNLESS MORE
STRINGENT REQUIREMENT
INCLUDED IN
SPECIFICATIONS
#8 CRUSHED STONE OR
APPROVED EQUIV. CLASS
MATERIAL COMPACTED
INTO PLACE
1� 5 FT. 0RLESS:
"Er BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.**
'L' GREATER THAN 5 FT.:
REGULAR BACKFILL
"B" BORROW OR EQUIV.
GRANULAR MATERIAL COMPACTED TO
95% STANDARD PROCTOR DENSITY**
**UNLESS MORE
STRINGENT REQUIREMENT
INCLUDED IN
SPECIFICATIONS
NON-DETECTABLE WARNING
TAPE IN ACCORDANCE
WITH SPECIFICATIONS
1L'5 FT. 0RLESS:
"8" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY**
'L' GREATER THAN 5 F[:
REGULAR BACKFILL
"B" BORROW OR EQUIV.
GRANULAR MATERIAL COMPACTED TO
95% STANDARD PROCTOR DENSITY**
**UNLESS MORE
STRINGENT REQUIRE ENT
INCLUDED IN
NOTES: SPECIFICATIONS
1. ALL BEDDING, HA0NCHINg AND INITIAL BACKFILL SHALL BE
INSTALLED IN 6" BALANCED LIFTS.
2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
0F THE PIPE FOR 42" DIAM. AND LESS.
J. A MINIMUM 12 CLEARANCE SHALL BE PROVIDED ON EACH SIDE
OF THE PIPE FOR LARGER THAN 42" DIAM.
CORRUGATED METAL PIPE (CMP) MENCH DETAIL
SCALE: NONE
0-R1mQ GASKET
ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL AT JOINTS
ST-2
RIM ELEVATION
ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL AT JOINTS >4
COMPACTED #8 STONE
ST-5
ST-6
3
5" MIN.-
MIN.
NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED
STEEL REINFORCING OR AN APPROVED NON-CORROSIVE FIBERGLASS
MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS
OF ASTM D-4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM
DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM
A-615, GRADE 60. NON-COATED CAST IRON STEPS ARE NOT ACCEPTABLE.
FINISH GRADE PAVEMENT
SECTION
PERFORATED
PLASTIC PIPE
TO MEET AASHTO M252
(6" DIAM. UNLESS OTHERWISE SHOWN)
PAVEM0N7AFEAS
CAST IRON FRAME AND LID
(NEENAH 1976) INSTALLED
FLUSH WITH GRADE IN
PAVEMENT AREAS
PAVEMENT
2 45* BENDS OR
LONG RADIUS 90*
BEND
24"DIA.
COMPACTED GRANULAR
MATERIAL UNDER
PAVEMENT AREAS
8" CONC.
COLLAR IN
PVMT AREAS
FRAME COVER
PER STRUCTURE DATA TABLE
1G"O.C.
MAXIMUM
MANHOLE DIAMETER
SEE TABLE
6"R
8- OF #2 OR #8 STONE
FINISH GRADE
PRECAST CONCRETE ADJUSTING
RINGS IF NEEDED (4 MAX)
ECCENTRIC CONE SECTION OR
REDUCER CAP AS REQUIRED
NOTE:
MANHOLE CONFORMS
TO ASTM. C-478
PRECAST CONCRETE
SECTIONS
6
STANDARD STORM SEWER MANHOLE
SCALE: NONE
YARD NEM
UNDERDRAIN/SUBSURFACE DRAIN (SSD)
SCALE: NONE
PVc PLUG INSTALLED
FLUSH W/ GRADE IN
GRASS AREAS
GRASS
TOPSOIL
BENCHWAVS AT
MIN. 1/2 PER FT. SLOPE
REINFORCING MIN. STEEL
AREA 0.12 SQ.
WIDTH IN BOTH DIRECTIONS.
REBAR OR WIRE MESH
EQUIVLENT.
EAR11-1BACKRLL
FILTER FABRIC
#8 WASHED GRAVEL
0" DIAM.PERF0RATED
PLASTIC PIPE
TO MEET AASHTO M252
BACKFILL WITH
SELECT EXCAVATED
MATERIAL FOR
UNPAVED AREAS
EXTENSION SAME
SIZE AS SEWE
UP TO 6" DIAMETER
SEWER CLEANOUT (END OF
SCALE: NONE
ST-6A
.09
ST-6B
ST-35
l CO
CAST IRON FRAME AND LID
(NEENAH 1970) INSTALLED
FLUSH WITH GRADE IN
PAVEMENT AREAS
PAVEMENT h
CAST IRON FRAME AND LID
(NEENAH 1976) INSTALLED
FLUSH WITH GRAD IN
PAVEMENT AREAS
BACKFILL WITH
COMPACTED GRANULAR
MATERIAL UNDER
PAVEMENT AREAS
PLACE 1/2" DIA. EXIRUDABLE
PREFORMED GASKET MATERIAL
IN EACH KBV1AY-8BDETAIL
PAVEMENT
BACKFILL WITH
COMPACTED GRANULAR
MATERIAL UNDER
PAVEMENT AREAS
MN MI
MN NNW
w7 ELBOW
NU
11111111111110111
8" CONC.
COLLAR IN
pwr AREAS
34"0.D
8" CONC.
COLLAR IN
PVMT AREAS
45' WYE
NOMINAL 1/2" BUM RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL TYP.
6"R
N _LONG RADIUS
BEND
titt.111
-mg
PLAN VIEW
27 3/4"
PRECAST CONCRETE ADJ.
GASKET DETAIL RING OR FLANGE OF CASTING.
17
/G
PVc PLUG INSTALLED
FLUSH W/ GRADE IN
GRASS AREAS
PVc PLUG INSTALLED
FLUSH W/ GRADE IN
GRASS AREAS
BACKFILL WITH
SELECT EXCAVATED
MATERIAL FOR
UNPAVED AREAS
EXTENSION SAME
SIZE AS SEWE
UP TO 6" DIAMETER
PLUG SEAL FOR
FUTURE CONNECTION
OR CONTINUATION
OF MAIN.
DROP SEWER CLEANOUT
SCALE: NONE
SEWER CLEANOUT (1N-LINE)
SCALE: NONE
BACKFILL WITH
SELECT EXCAVATED
MATERIAL FOR
UNPAVED AREAS
COMBINATION WYE
AND 1/8 BEND
1^
34" O.D.
SECTION 'A-A
4"-12"
PRECAST CONCRETE ADJUSTING RING
SCALE: NONE
ST-11
CA-1
CA-3
CA-4
STORM SEWER IETWORK DATA TABLE
STRUCTURE DATA
STRUCTURE
(number)
100
101
102
103
104
105
TYPE
(detail)
ST-2
ST-2
ST-1
ST-2
ST-2
ST-1
DEPTH
(feet)
4.05
4.30
2.30
5.29
4.37
3.80
CASTING
(Neenah)
R-3405
R-3286-8
R-3286-8
R-3405
R-3286-8
R-3286-8
PIPE DATA
STRUCTURE
US DS
100
101
102
103
104
105
693
1nO
101
692
103
104
102
105
SIZE
(inches)
21
21
15
21
21
15
12
12
LENGTH
(feet)
50
160
134
42
138
129
86
87
TYPE
RCP
RCP
RCP
RCP
RCP
RCP
PIPE
PIPE
NOTES:
1. THE DEPTH OF THE STRUCTURE IS CALCULATED FROM THE TC OR RIM ELEVATION TO THE INVERT OUT.
2. THE PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND
INCLUDE 'THE LENGTH OF END sECTI0Nl
3. SEE SPECIFICATIONS FOR ACCEPTABLE PIPE MATERIALS FOR PIPES SHOWN AS "OPT." (OPTIONAL).
4. SEE STORM SEWER PLAN PROFILES SHEETS TO CONFIRM PIPE LENGTHS AND STRUCTURE INFORMATION
PRIOR TO FABRICATION.
5. ALL GRATED BOX END SECTIONS SHALL BE INDOT TYPE 1 AND SHALL CONFORM TO SHEET 1 GRATED BOX
END SECTIONS IN THE INDOT ROADWAY STANDARDS.
0 00 000 0 0
0 00 00 0 00
0 CIIIMEN=T0
C100%3C%%x
E
B
A
SECTION "A-A"
E
8
A
F
0
H
U
F
NEENAH R-1772-A SERIES
MANHOLE FRAMES, SOUDLID CONTROL JONTS
RI ELEVATION
TC ELEVATION
CONCRETE
COLLAR 12" min.
�c�
-7 1C EnIOEVA N CONCRETE COLLAR
STORM STRUCTURE DATA TABLE
SCALE: NONE
12" min
CONCRETE COLLAR
6" min
CONCRETE COLLAR
WITHIN ASPHALT AREAS
YARD SEITING
SOLID LID CASTING SETTING DETAIL
SCALE: NONE
ASPHALT SEI IING
8
A
CASTING
R-3286-8V
oB:CAnTION
oHAImmm
0HAIRBACK N�
FRONT
A'
34
45
Br
22
35.25
20
32.88
14
14+
mr
21.63
34.63
SCE
34
32.38
mr
22.88
22.13
+r
15.63
15.63
STRUCTURES
BOX INLET
A, A-M, 8*, E*, J*
8*, J
MANHOLE
MANHOLE**
MANHOLE**
4" FLATTOP REQUIRED
6" FLATTOP REQUIRED
CHAIRBACK CURB CASTING SETTING DETAIL
SCALE: NONE
R-3405
R-3472
DESCRIPTION
INLET
INLET
FRONT
»r
32.75
34
Br
24.75
220
22
20
D'
6
8
23.63
21.75
SCE
32.75
34
24.75
220
wr
23.63
21.75
STRUCTURES
BOX INLET
A, A-M, E*, E*, J*
A, A-M, E*, E*, J*
IAANHOLE
MANHOLE**
MANHOLE**
4" FLATTOP REQUIRED
6" FLATTOP REQUIRED
RECTANGULAR INLET CASTING SETTING DETAIL
SCALE: NONE
CA-5
E
L________C
B
A
SECT
RIM ELEVATION
CONTROL JOINTS
CONCRETE COLLAR
WITHIN ASPHALT AREAS
CONC. COLLAR
ROUND NLET CASTING SETTING DETAIL
SCALE: NONE
ta)
igc
cz
60o
4:c .4 (i)
Lu
ac.
cc
1 40
tav
et
mm/
u
STATE OF
L J i ,/^'J��m�
2011-14 P
FB Nip
DATE:
SCALE:
AS NOTED
3.1
ft
Li .4
(r) zi
Et I LI
SHEET No.
FRONT
STRUCTURES
#ASMu
cESCRPTION
Ai
mr
C'
D'
E'
BOX INLET
MANHOLE
R-2501
INLET e
360
28.50
24
7
260
A-M, E*,[*, J*
MANHOLE
n-2535
INLET
320
240
200
6
220
ArM, J*
MANHOLE
FLATTOP REQUIRED
ST-1
ST-3A
D
ST-3
D
ST-3B
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
HAUNCHING
(Bc/2)
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
HAUNCHING
(Bc/6)
DEPTH OF BEDDING
MATERIAL BELOW PIPE
27" SMALLER 3"
30 TO 60" 4^
68" LARGER 6"
EDGE OF PAVEMENT,
CURB. GUTTER OR
SIMILAR STRUCTURE
-J
ct
oa
HAUNCHING
(Bc/2)
CO SPRING
DEPTH OF BEDDING
MATERIAL BELOW PIPE
d MIN.
27" SMALLER 3"
30 TO 60" 4"
68 LARGER 6"
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
LEGEND
MIN 6" TOPSOIL
12"
LEGEND
MIN 6" TOPSOIL
LEGEND
N G" TOPSOIL
12'.
-PRECAST ADJUSTING SECTIONS AVAILABLE
SEE STORM STRUCTURE
DATA TABLE FOR CAST1NG
DETEC ABLE WARNING
TAPE IN ACCORDANCE
�.H SPECIFICATIONS
MIN. 1.25 Bo+12^
NOTES:
1. ALL BEDDING, HAUNCHING, AND INMAL BACKFILL SHALL BE
INSTALLED IN 6" BALANCED LIFTS.
2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
OF THE INSTALLED PIPE.
PLASTIC PIPE (PVC AND HDPE) TRENCH DETAIL
SCALE: NONE
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
NOTES:
1. ALL BEDDING, HAUNCHING, AND INITIAL. BACKFILL SHALL BE
INSTALLED IN 6" BALANCED LIFTS.
2.AMINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
OF THE INSTALLED PIPE.
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
SCALE: NONE
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
4" BEDDING
RIM ELEVATION
BOX INLET DETAIL
SCALE: NONE
'L' 5 f OR LESS:
"B" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.**
REGULAR BACKFILL
DETECTABLE WARNING
TAPE IN ACCORDANCE
WITH SPECIFICATIONS
**UNLESS MORE
STRINGENT REQUIREMENT
INCLUDED IN
SPECIFICATIONS
#8 CRUSHED STONE OR
APPROVED EQUIV. CLASS
MATERIAL COMPACTED
INTO PLACE
1� 5 FT. 0RLESS:
"Er BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.**
'L' GREATER THAN 5 FT.:
REGULAR BACKFILL
"B" BORROW OR EQUIV.
GRANULAR MATERIAL COMPACTED TO
95% STANDARD PROCTOR DENSITY**
**UNLESS MORE
STRINGENT REQUIREMENT
INCLUDED IN
SPECIFICATIONS
NON-DETECTABLE WARNING
TAPE IN ACCORDANCE
WITH SPECIFICATIONS
1L'5 FT. 0RLESS:
"8" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY**
'L' GREATER THAN 5 F[:
REGULAR BACKFILL
"B" BORROW OR EQUIV.
GRANULAR MATERIAL COMPACTED TO
95% STANDARD PROCTOR DENSITY**
**UNLESS MORE
STRINGENT REQUIRE ENT
INCLUDED IN
NOTES: SPECIFICATIONS
1. ALL BEDDING, HA0NCHINg AND INITIAL BACKFILL SHALL BE
INSTALLED IN 6" BALANCED LIFTS.
2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
0F THE PIPE FOR 42" DIAM. AND LESS.
J. A MINIMUM 12 CLEARANCE SHALL BE PROVIDED ON EACH SIDE
OF THE PIPE FOR LARGER THAN 42" DIAM.
CORRUGATED METAL PIPE (CMP) MENCH DETAIL
SCALE: NONE
0-R1mQ GASKET
ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL AT JOINTS
ST-2
RIM ELEVATION
ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL AT JOINTS >4
COMPACTED #8 STONE
ST-5
ST-6
3
5" MIN.-
MIN.
NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED
STEEL REINFORCING OR AN APPROVED NON-CORROSIVE FIBERGLASS
MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS
OF ASTM D-4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM
DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM
A-615, GRADE 60. NON-COATED CAST IRON STEPS ARE NOT ACCEPTABLE.
FINISH GRADE PAVEMENT
SECTION
PERFORATED
PLASTIC PIPE
TO MEET AASHTO M252
(6" DIAM. UNLESS OTHERWISE SHOWN)
PAVEM0N7AFEAS
CAST IRON FRAME AND LID
(NEENAH 1976) INSTALLED
FLUSH WITH GRADE IN
PAVEMENT AREAS
PAVEMENT
2 45* BENDS OR
LONG RADIUS 90*
BEND
24"DIA.
COMPACTED GRANULAR
MATERIAL UNDER
PAVEMENT AREAS
8" CONC.
COLLAR IN
PVMT AREAS
FRAME COVER
PER STRUCTURE DATA TABLE
1G"O.C.
MAXIMUM
MANHOLE DIAMETER
SEE TABLE
6"R
8- OF #2 OR #8 STONE
FINISH GRADE
PRECAST CONCRETE ADJUSTING
RINGS IF NEEDED (4 MAX)
ECCENTRIC CONE SECTION OR
REDUCER CAP AS REQUIRED
NOTE:
MANHOLE CONFORMS
TO ASTM. C-478
PRECAST CONCRETE
SECTIONS
6
STANDARD STORM SEWER MANHOLE
SCALE: NONE
YARD NEM
UNDERDRAIN/SUBSURFACE DRAIN (SSD)
SCALE: NONE
PVc PLUG INSTALLED
FLUSH W/ GRADE IN
GRASS AREAS
GRASS
TOPSOIL
BENCHWAVS AT
MIN. 1/2 PER FT. SLOPE
REINFORCING MIN. STEEL
AREA 0.12 SQ.
WIDTH IN BOTH DIRECTIONS.
REBAR OR WIRE MESH
EQUIVLENT.
EAR11-1BACKRLL
FILTER FABRIC
#8 WASHED GRAVEL
0" DIAM.PERF0RATED
PLASTIC PIPE
TO MEET AASHTO M252
BACKFILL WITH
SELECT EXCAVATED
MATERIAL FOR
UNPAVED AREAS
EXTENSION SAME
SIZE AS SEWE
UP TO 6" DIAMETER
SEWER CLEANOUT (END OF
SCALE: NONE
ST-6A
.09
ST-6B
ST-35
l CO
CAST IRON FRAME AND LID
(NEENAH 1970) INSTALLED
FLUSH WITH GRADE IN
PAVEMENT AREAS
PAVEMENT h
CAST IRON FRAME AND LID
(NEENAH 1976) INSTALLED
FLUSH WITH GRAD IN
PAVEMENT AREAS
BACKFILL WITH
COMPACTED GRANULAR
MATERIAL UNDER
PAVEMENT AREAS
PLACE 1/2" DIA. EXIRUDABLE
PREFORMED GASKET MATERIAL
IN EACH KBV1AY-8BDETAIL
PAVEMENT
BACKFILL WITH
COMPACTED GRANULAR
MATERIAL UNDER
PAVEMENT AREAS
MN MI
MN NNW
w7 ELBOW
NU
11111111111110111
8" CONC.
COLLAR IN
pwr AREAS
34"0.D
8" CONC.
COLLAR IN
PVMT AREAS
45' WYE
NOMINAL 1/2" BUM RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL TYP.
6"R
N _LONG RADIUS
BEND
titt.111
-mg
PLAN VIEW
27 3/4"
PRECAST CONCRETE ADJ.
GASKET DETAIL RING OR FLANGE OF CASTING.
17
/G
PVc PLUG INSTALLED
FLUSH W/ GRADE IN
GRASS AREAS
PVc PLUG INSTALLED
FLUSH W/ GRADE IN
GRASS AREAS
BACKFILL WITH
SELECT EXCAVATED
MATERIAL FOR
UNPAVED AREAS
EXTENSION SAME
SIZE AS SEWE
UP TO 6" DIAMETER
PLUG SEAL FOR
FUTURE CONNECTION
OR CONTINUATION
OF MAIN.
DROP SEWER CLEANOUT
SCALE: NONE
SEWER CLEANOUT (1N-LINE)
SCALE: NONE
BACKFILL WITH
SELECT EXCAVATED
MATERIAL FOR
UNPAVED AREAS
COMBINATION WYE
AND 1/8 BEND
1^
34" O.D.
SECTION 'A-A
4"-12"
PRECAST CONCRETE ADJUSTING RING
SCALE: NONE
ST-11
CA-1
CA-3
CA-4
STORM SEWER IETWORK DATA TABLE
STRUCTURE DATA
STRUCTURE
(number)
100
101
102
103
104
105
TYPE
(detail)
ST-2
ST-2
ST-1
ST-2
ST-2
ST-1
DEPTH
(feet)
4.05
4.30
2.30
5.29
4.37
3.80
CASTING
(Neenah)
R-3405
R-3286-8
R-3286-8
R-3405
R-3286-8
R-3286-8
PIPE DATA
STRUCTURE
US DS
100
101
102
103
104
105
693
1nO
101
692
103
104
102
105
SIZE
(inches)
21
21
15
21
21
15
12
12
LENGTH
(feet)
50
160
134
42
138
129
86
87
TYPE
RCP
RCP
RCP
RCP
RCP
RCP
PIPE
PIPE
NOTES:
1. THE DEPTH OF THE STRUCTURE IS CALCULATED FROM THE TC OR RIM ELEVATION TO THE INVERT OUT.
2. THE PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND
INCLUDE 'THE LENGTH OF END sECTI0Nl
3. SEE SPECIFICATIONS FOR ACCEPTABLE PIPE MATERIALS FOR PIPES SHOWN AS "OPT." (OPTIONAL).
4. SEE STORM SEWER PLAN PROFILES SHEETS TO CONFIRM PIPE LENGTHS AND STRUCTURE INFORMATION
PRIOR TO FABRICATION.
5. ALL GRATED BOX END SECTIONS SHALL BE INDOT TYPE 1 AND SHALL CONFORM TO SHEET 1 GRATED BOX
END SECTIONS IN THE INDOT ROADWAY STANDARDS.
0 00 000 0 0
0 00 00 0 00
0 CIIIMEN=T0
C100%3C%%x
E
B
A
SECTION "A-A"
E
8
A
F
0
H
U
F
NEENAH R-1772-A SERIES
MANHOLE FRAMES, SOUDLID CONTROL JONTS
RI ELEVATION
TC ELEVATION
CONCRETE
COLLAR 12" min.
�c�
-7 1C EnIOEVA N CONCRETE COLLAR
STORM STRUCTURE DATA TABLE
SCALE: NONE
12" min
CONCRETE COLLAR
6" min
CONCRETE COLLAR
WITHIN ASPHALT AREAS
YARD SEITING
SOLID LID CASTING SETTING DETAIL
SCALE: NONE
ASPHALT SEI IING
8
A
CASTING
R-3286-8V
oB:CAnTION
oHAImmm
0HAIRBACK N�
FRONT
A'
34
45
Br
22
35.25
20
32.88
14
14+
mr
21.63
34.63
SCE
34
32.38
mr
22.88
22.13
+r
15.63
15.63
STRUCTURES
BOX INLET
A, A-M, 8*, E*, J*
8*, J
MANHOLE
MANHOLE**
MANHOLE**
4" FLATTOP REQUIRED
6" FLATTOP REQUIRED
CHAIRBACK CURB CASTING SETTING DETAIL
SCALE: NONE
R-3405
R-3472
DESCRIPTION
INLET
INLET
FRONT
»r
32.75
34
Br
24.75
220
22
20
D'
6
8
23.63
21.75
SCE
32.75
34
24.75
220
wr
23.63
21.75
STRUCTURES
BOX INLET
A, A-M, E*, E*, J*
A, A-M, E*, E*, J*
IAANHOLE
MANHOLE**
MANHOLE**
4" FLATTOP REQUIRED
6" FLATTOP REQUIRED
RECTANGULAR INLET CASTING SETTING DETAIL
SCALE: NONE
CA-5
E
L________C
B
A
SECT
RIM ELEVATION
CONTROL JOINTS
CONCRETE COLLAR
WITHIN ASPHALT AREAS
CONC. COLLAR
ROUND NLET CASTING SETTING DETAIL
SCALE: NONE
ta)
igc
cz
60o
4:c .4 (i)
Lu
ac.
cc
1 40
tav
et
mm/
u
STATE OF
L J i ,/^'J��m�
2011-14 P
FB Nip
DATE:
SCALE:
AS NOTED
3.1
ft
Li .4
(r) zi
Et I LI
SHEET No.
FRONT
STRUCTURES
CASTING
DESCRIPTION
A"
B"
C"
0"
E"
BOX INLET
MANHOLE
R-1772-A
SOLID U0 0
360
250
210
7
22.750
A, *+w D*, o*
MANHOLE
4" FLATTOP REQUIRED
ST-1
ST-3A
D
ST-3
D
ST-3B
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
HAUNCHING
(Bc/2)
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
HAUNCHING
(Bc/6)
DEPTH OF BEDDING
MATERIAL BELOW PIPE
27" SMALLER 3"
30 TO 60" 4^
68" LARGER 6"
EDGE OF PAVEMENT,
CURB. GUTTER OR
SIMILAR STRUCTURE
-J
ct
oa
HAUNCHING
(Bc/2)
CO SPRING
DEPTH OF BEDDING
MATERIAL BELOW PIPE
d MIN.
27" SMALLER 3"
30 TO 60" 4"
68 LARGER 6"
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
LEGEND
MIN 6" TOPSOIL
12"
LEGEND
MIN 6" TOPSOIL
LEGEND
N G" TOPSOIL
12'.
-PRECAST ADJUSTING SECTIONS AVAILABLE
SEE STORM STRUCTURE
DATA TABLE FOR CAST1NG
DETEC ABLE WARNING
TAPE IN ACCORDANCE
�.H SPECIFICATIONS
MIN. 1.25 Bo+12^
NOTES:
1. ALL BEDDING, HAUNCHING, AND INMAL BACKFILL SHALL BE
INSTALLED IN 6" BALANCED LIFTS.
2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
OF THE INSTALLED PIPE.
PLASTIC PIPE (PVC AND HDPE) TRENCH DETAIL
SCALE: NONE
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
NOTES:
1. ALL BEDDING, HAUNCHING, AND INITIAL. BACKFILL SHALL BE
INSTALLED IN 6" BALANCED LIFTS.
2.AMINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
OF THE INSTALLED PIPE.
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
SCALE: NONE
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
4" BEDDING
RIM ELEVATION
BOX INLET DETAIL
SCALE: NONE
'L' 5 f OR LESS:
"B" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.**
REGULAR BACKFILL
DETECTABLE WARNING
TAPE IN ACCORDANCE
WITH SPECIFICATIONS
**UNLESS MORE
STRINGENT REQUIREMENT
INCLUDED IN
SPECIFICATIONS
#8 CRUSHED STONE OR
APPROVED EQUIV. CLASS
MATERIAL COMPACTED
INTO PLACE
1� 5 FT. 0RLESS:
"Er BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.**
'L' GREATER THAN 5 FT.:
REGULAR BACKFILL
"B" BORROW OR EQUIV.
GRANULAR MATERIAL COMPACTED TO
95% STANDARD PROCTOR DENSITY**
**UNLESS MORE
STRINGENT REQUIREMENT
INCLUDED IN
SPECIFICATIONS
NON-DETECTABLE WARNING
TAPE IN ACCORDANCE
WITH SPECIFICATIONS
1L'5 FT. 0RLESS:
"8" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY**
'L' GREATER THAN 5 F[:
REGULAR BACKFILL
"B" BORROW OR EQUIV.
GRANULAR MATERIAL COMPACTED TO
95% STANDARD PROCTOR DENSITY**
**UNLESS MORE
STRINGENT REQUIRE ENT
INCLUDED IN
NOTES: SPECIFICATIONS
1. ALL BEDDING, HA0NCHINg AND INITIAL BACKFILL SHALL BE
INSTALLED IN 6" BALANCED LIFTS.
2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE
0F THE PIPE FOR 42" DIAM. AND LESS.
J. A MINIMUM 12 CLEARANCE SHALL BE PROVIDED ON EACH SIDE
OF THE PIPE FOR LARGER THAN 42" DIAM.
CORRUGATED METAL PIPE (CMP) MENCH DETAIL
SCALE: NONE
0-R1mQ GASKET
ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL AT JOINTS
ST-2
RIM ELEVATION
ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL AT JOINTS >4
COMPACTED #8 STONE
ST-5
ST-6
3
5" MIN.-
MIN.
NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED
STEEL REINFORCING OR AN APPROVED NON-CORROSIVE FIBERGLASS
MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS
OF ASTM D-4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM
DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM
A-615, GRADE 60. NON-COATED CAST IRON STEPS ARE NOT ACCEPTABLE.
FINISH GRADE PAVEMENT
SECTION
PERFORATED
PLASTIC PIPE
TO MEET AASHTO M252
(6" DIAM. UNLESS OTHERWISE SHOWN)
PAVEM0N7AFEAS
CAST IRON FRAME AND LID
(NEENAH 1976) INSTALLED
FLUSH WITH GRADE IN
PAVEMENT AREAS
PAVEMENT
2 45* BENDS OR
LONG RADIUS 90*
BEND
24"DIA.
COMPACTED GRANULAR
MATERIAL UNDER
PAVEMENT AREAS
8" CONC.
COLLAR IN
PVMT AREAS
FRAME COVER
PER STRUCTURE DATA TABLE
1G"O.C.
MAXIMUM
MANHOLE DIAMETER
SEE TABLE
6"R
8- OF #2 OR #8 STONE
FINISH GRADE
PRECAST CONCRETE ADJUSTING
RINGS IF NEEDED (4 MAX)
ECCENTRIC CONE SECTION OR
REDUCER CAP AS REQUIRED
NOTE:
MANHOLE CONFORMS
TO ASTM. C-478
PRECAST CONCRETE
SECTIONS
6
STANDARD STORM SEWER MANHOLE
SCALE: NONE
YARD NEM
UNDERDRAIN/SUBSURFACE DRAIN (SSD)
SCALE: NONE
PVc PLUG INSTALLED
FLUSH W/ GRADE IN
GRASS AREAS
GRASS
TOPSOIL
BENCHWAVS AT
MIN. 1/2 PER FT. SLOPE
REINFORCING MIN. STEEL
AREA 0.12 SQ.
WIDTH IN BOTH DIRECTIONS.
REBAR OR WIRE MESH
EQUIVLENT.
EAR11-1BACKRLL
FILTER FABRIC
#8 WASHED GRAVEL
0" DIAM.PERF0RATED
PLASTIC PIPE
TO MEET AASHTO M252
BACKFILL WITH
SELECT EXCAVATED
MATERIAL FOR
UNPAVED AREAS
EXTENSION SAME
SIZE AS SEWE
UP TO 6" DIAMETER
SEWER CLEANOUT (END OF
SCALE: NONE
ST-6A
.09
ST-6B
ST-35
l CO
CAST IRON FRAME AND LID
(NEENAH 1970) INSTALLED
FLUSH WITH GRADE IN
PAVEMENT AREAS
PAVEMENT h
CAST IRON FRAME AND LID
(NEENAH 1976) INSTALLED
FLUSH WITH GRAD IN
PAVEMENT AREAS
BACKFILL WITH
COMPACTED GRANULAR
MATERIAL UNDER
PAVEMENT AREAS
PLACE 1/2" DIA. EXIRUDABLE
PREFORMED GASKET MATERIAL
IN EACH KBV1AY-8BDETAIL
PAVEMENT
BACKFILL WITH
COMPACTED GRANULAR
MATERIAL UNDER
PAVEMENT AREAS
MN MI
MN NNW
w7 ELBOW
NU
11111111111110111
8" CONC.
COLLAR IN
pwr AREAS
34"0.D
8" CONC.
COLLAR IN
PVMT AREAS
45' WYE
NOMINAL 1/2" BUM RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL TYP.
6"R
N _LONG RADIUS
BEND
titt.111
-mg
PLAN VIEW
27 3/4"
PRECAST CONCRETE ADJ.
GASKET DETAIL RING OR FLANGE OF CASTING.
17
/G
PVc PLUG INSTALLED
FLUSH W/ GRADE IN
GRASS AREAS
PVc PLUG INSTALLED
FLUSH W/ GRADE IN
GRASS AREAS
BACKFILL WITH
SELECT EXCAVATED
MATERIAL FOR
UNPAVED AREAS
EXTENSION SAME
SIZE AS SEWE
UP TO 6" DIAMETER
PLUG SEAL FOR
FUTURE CONNECTION
OR CONTINUATION
OF MAIN.
DROP SEWER CLEANOUT
SCALE: NONE
SEWER CLEANOUT (1N-LINE)
SCALE: NONE
BACKFILL WITH
SELECT EXCAVATED
MATERIAL FOR
UNPAVED AREAS
COMBINATION WYE
AND 1/8 BEND
1^
34" O.D.
SECTION 'A-A
4"-12"
PRECAST CONCRETE ADJUSTING RING
SCALE: NONE
ST-11
CA-1
CA-3
CA-4
STORM SEWER IETWORK DATA TABLE
STRUCTURE DATA
STRUCTURE
(number)
100
101
102
103
104
105
TYPE
(detail)
ST-2
ST-2
ST-1
ST-2
ST-2
ST-1
DEPTH
(feet)
4.05
4.30
2.30
5.29
4.37
3.80
CASTING
(Neenah)
R-3405
R-3286-8
R-3286-8
R-3405
R-3286-8
R-3286-8
PIPE DATA
STRUCTURE
US DS
100
101
102
103
104
105
693
1nO
101
692
103
104
102
105
SIZE
(inches)
21
21
15
21
21
15
12
12
LENGTH
(feet)
50
160
134
42
138
129
86
87
TYPE
RCP
RCP
RCP
RCP
RCP
RCP
PIPE
PIPE
NOTES:
1. THE DEPTH OF THE STRUCTURE IS CALCULATED FROM THE TC OR RIM ELEVATION TO THE INVERT OUT.
2. THE PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND
INCLUDE 'THE LENGTH OF END sECTI0Nl
3. SEE SPECIFICATIONS FOR ACCEPTABLE PIPE MATERIALS FOR PIPES SHOWN AS "OPT." (OPTIONAL).
4. SEE STORM SEWER PLAN PROFILES SHEETS TO CONFIRM PIPE LENGTHS AND STRUCTURE INFORMATION
PRIOR TO FABRICATION.
5. ALL GRATED BOX END SECTIONS SHALL BE INDOT TYPE 1 AND SHALL CONFORM TO SHEET 1 GRATED BOX
END SECTIONS IN THE INDOT ROADWAY STANDARDS.
0 00 000 0 0
0 00 00 0 00
0 CIIIMEN=T0
C100%3C%%x
E
B
A
SECTION "A-A"
E
8
A
F
0
H
U
F
NEENAH R-1772-A SERIES
MANHOLE FRAMES, SOUDLID CONTROL JONTS
RI ELEVATION
TC ELEVATION
CONCRETE
COLLAR 12" min.
�c�
-7 1C EnIOEVA N CONCRETE COLLAR
STORM STRUCTURE DATA TABLE
SCALE: NONE
12" min
CONCRETE COLLAR
6" min
CONCRETE COLLAR
WITHIN ASPHALT AREAS
YARD SEITING
SOLID LID CASTING SETTING DETAIL
SCALE: NONE
ASPHALT SEI IING
8
A
CASTING
R-3286-8V
oB:CAnTION
oHAImmm
0HAIRBACK N�
FRONT
A'
34
45
Br
22
35.25
20
32.88
14
14+
mr
21.63
34.63
SCE
34
32.38
mr
22.88
22.13
+r
15.63
15.63
STRUCTURES
BOX INLET
A, A-M, 8*, E*, J*
8*, J
MANHOLE
MANHOLE**
MANHOLE**
4" FLATTOP REQUIRED
6" FLATTOP REQUIRED
CHAIRBACK CURB CASTING SETTING DETAIL
SCALE: NONE
R-3405
R-3472
DESCRIPTION
INLET
INLET
FRONT
»r
32.75
34
Br
24.75
220
22
20
D'
6
8
23.63
21.75
SCE
32.75
34
24.75
220
wr
23.63
21.75
STRUCTURES
BOX INLET
A, A-M, E*, E*, J*
A, A-M, E*, E*, J*
IAANHOLE
MANHOLE**
MANHOLE**
4" FLATTOP REQUIRED
6" FLATTOP REQUIRED
RECTANGULAR INLET CASTING SETTING DETAIL
SCALE: NONE
CA-5
E
L________C
B
A
SECT
RIM ELEVATION
CONTROL JOINTS
CONCRETE COLLAR
WITHIN ASPHALT AREAS
CONC. COLLAR
ROUND NLET CASTING SETTING DETAIL
SCALE: NONE
ta)
igc
cz
60o
4:c .4 (i)
Lu
ac.
cc
1 40
tav
et
mm/
u
STATE OF
L J i ,/^'J��m�
2011-14 P
FB Nip
DATE:
SCALE:
AS NOTED
3.1
ft
Li .4
(r) zi
Et I LI
SHEET No.