HomeMy WebLinkAbout03090027 Development for Weston Park pg. IDia.
d (MIN)
Wall
G or T
Wt. Sec.
7 •••■••1/
2415 DIRECTORS ROW, SUITE E PHONE: 31 7
INDIANAPOLIS, INDIANA 46241 FAX: 317-244-1969
A
B
C
D
E
NWIN Ni Ma 30 S. MERIDIAN ST., Si
DEVELOPMENT
R
-1
R -2
Skirt
12
60
2
1
44%
No
PE880303
STATE OF
i -O s
w 4i
'(\.,9 �p •!Np ANP,•
DATE: 11/24/03
J
4
24
48 7/8
72 7/8
24
13
10
1/16
9
3
1/2
106th STRI-1,ET MI
CARMEL,
2
1/4
DWN BY: K R c
CHKD. BY: RRH
SCALE: NONE
DATE: 1 1 2 4/0 3 1
PROJECT NUMBER
03-188
J
DESIGN PHASE
DEVELOPMENT
PLAN NUMBER
C7.1
SHEET OF
30
Dia.
d (MIN)
Wall
G or T
Wt. Sec.
4"
A
B
C
D
E
Dia.+ 1
R
-1
R -2
Skirt
12
60
2
1
1/2
530
36
4
24
48 7/8
72 7/8
24
13
10
1/16
9
3
1/2
15
2
1/4
2
740
6
27
46
73
30
16
12
1/2
11
3
1/2
18
2
1/2
2
1/2
990
9
27
46
73
36
19
15
16
16
1/2
1/8
11/16
12
13
14
4
4
4
4
1/2
1/2
21
2
3/4
2
1/4
1280
9
35
38
73
42
22
24
3
2
1/2
1520
9
1/2
43 1/2
30
73 1/2
48
25
27
3
1/4
2
1/2
1930
10
1/2
48
25 1/2
73 1/2
54
28
17
3/4
14 1/2
30
3
1/2
3
2190
12
54
19 3/4
73 3/4
60
31
18
5/16
15
5
33
3
3/4
3
3/8
3150
13
1/2
15
58 1/2
63
39 1/4
34 3/4
97 3/4
97 3/4
66
72
34
37
23
24
3/4
1/16
17 1/2
20
5
5
1/2
1/2
36
4
3
1/2
4100
42
4
1/2
3
3/4
5380
21
63
35
98
78
43
27
1/4
22
5
1/2
48
5
4
1/4
6550
24
72
26
98
84
49
28
1/8
22
5
3/4
54
5
1/2
4
3/4
8040
27
65
35
100
90
55
32
7/8
24
6
1/4
60
6
5
8750
30
60
39
99
96
61
36
3/4
24
6
3/4
66
6
1/2
5
1/2
10630
24
78
21
99
102
67
35
11/16
24
7
1/4
72
7
6
12520
34
78
21
99
108
73
38
5/8
24
7
3/4
78
7
1/2
6
1/2
14430
24
78
21
99
114
79
41
44
15/16
13/16
24
24
8
1/2
9
84
8
7
16350
24
78
21
99
120
85
ID
d (MIN)
27" SMALLER
3
30" TO 60"
4"
66" LARGER
6"
DIMENSIONS
(INCHES)
(I.D.)
(MIN)
(MAX)
18
48
25
21
48
28
24
48
31
27
60
34
30
60
38
33
60
41
36
60
44
42
60
50
#8 COMPACTED STONE
7"
9"
NEENAH 1980 -C OR APPROVED EQUAL.
CONCRETE GRADE RINGS (ASTM-
C -478, 4000 PSI) UTILIZED TO
RAISE TO FINISH GRADE, MAX.
ALLOWABLE HEIGHT OF RISE
RING IS 12
TOP SOIL
1/2 CEMENT, MORTAR
w
3" MIN. J
COVER
PRECAST MANHOLE
SECTION
COMPACTED SOIL
BACKFILL
LAWN AREA
6" MIN.—
MANHOLE STEPS --N
AT 16" MAX.
ON CENTER.
(SEE DETAIL)
GROUT SLOPE
(SEE DETAIL)
1
1
3
HEAVY DUTY LAMPHOLE
CASTING W/ SOLID LID,
NEENAH R -1974 OR EQUAL
CONCRETE COLLAR
-J
o
co
a_
0
FINISH
GRADE
r 1 5/8"
7/8'
1
A
kb,
tI
2' -0"
6 #53 COMPACTED STONE
WYE
SEWER MAIN
4' -0"
NOT TO SCALE
CLEANOUT DETAIL
NOT TO SCALE
SEWER MAIN-
PAVEMENT AREA
CASTING TYPE NEENAH R -1772
NOTE;
MAXIMUM CLEANOUT SPACING TO
BE NO MORE THAN 100 FEET.
3' 0" MAX.
45* BEND
T L�
N
SANITARY MANHOLE TYPE "C"
z
45? WYE FITTING o
'U
6" MIN,. i 1
45? ELBOW
ELEVATION
LATERAL DETAIL "A" C)
i
NOT TO SCALE C7.1
45? WYE FITTING
45? ELBOW
PLAN
#4 BARS 6" O.C.
EACH WAY
w
EE
6 "(TYP
4
<1
BARREL SECTION -48" DIA.
ASTM C -478 CLASS A
REINFORCED CONC. PIPE
4000 PSI
COMPACTED SAND
ISH FLOOR
0
t
in
0
0
4' MIN.
SEE UTILITY
PLAN FOR
INVERTS
W
0
0
FLEXIBLE PIPE
SLEEVE
PIPE THICKNESS
1/2 DIA. +2"
EXISTING GRADE
LATERAL
PRECAST ECCENTRIC CONE
CONCENTRIC CONE OR
PRECAST COVER.
EDGE OF PAVEMENT, CURB
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE "B" BORROW OR
EQUIV. GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY FOR ENTIRE
TRENCH BACKFILL
LEGEND
OD OUTSIDE DIAMETER
ID INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
INSTALLATION REQUIRED
1. EXTENDING 20' FROM STORM INLETS
OR MANHOLE WHERE SHOWN ON THE
UTILITY GRADING PLAN.
#8 WASHED
STONE
STANDARD MANHOLE BENCHES
2. PIPE MATERIAL PER INDIANA DEPT. OF
TRANSPORTATION SPECS. No. 718.02
SANITARY SEWER BENCH
SLOPE 1/2" PER FOOT
NOT TO SCALE
DISTANCE DEFINED BY
D.O.T. REQUIREMENT
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
MINIMUM WIDTH
1.25 OD 12"
a
DEPTH OF BEDDING
MATERIAL BELOW PIPE
REINFORCED CONCRETE PIPE (RCP
BEDDING/TRENCH DETAIL
NOT TO SCALE
PAVEMENT
MIN.
4" PIPE UNDERDRAIN
UNDER PAVEMENT
NOT TO SCALE
4' -0"
d
4' DIAMETER PERFORATED
H GH DENSITY
POLYETHLENE PIPE
WITH "HIGHWAY SOCK
FILTER”
7
a
CONCRETE
GROUT BENCH
PIPE
DIA.
4 C \�l ice', )==t_. 1
SECTION A -A
LL
2 #4 BARS AT 28" LONG
6" MIN. (TYP.)
NON- SHRINK GROUT
MAXIMUM
OPENING
THAN 0.0.
4" GREATER
OF PIPE
COMPACTED
#53 STONE
IF NOT WITHIN 5' OF EDGE OF
PAVEMENT: USE "B" BORROW
COMPACTED TO 90% STANDARD
PROCTOR DENSITY TO 1/6 OF
PIPE DIAMETER AND REGULAR
1 /6 OD BACKFILL TO TOP OF TRENCH
#8 STONE OR APPROVED EQUIVALENT
BEDDING MATERIAL HAND TAMPED OR
WALKED INTO PLACE.
NOTES;
1. ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
MAX. OPEN-.:
4" GREAT ER
THAN 0.0.
OF PIPE
C
EDGE OF PAVEMENT, CURB
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT OF WAY
34"
22"
0
0 0 c
C= C= C7 CI
[�O
0 O 0
CI C=I
o r: C=I o
0 c c= c i
PLAN VIEW
CROSS SECTION
NEENAH R -1772
a
1/2 CEMENT
MORTAR
6" MIN.
PRECAST MANHOLE
SECTION
8 STONE OR APPROVED
EQUIVALENT. BEDDING MATERIAL HAND
TAMPED OR WALKED INTO PLACE TO A
MIN. OF 12" ABOVE TOP OF PIPE.
LEGEND
OD OUTSIDE DIAMETER OF PIPE
ID INSIDE DIAMETER OF PIPE
2 -0
N M
NEENAH
R -3472
PAVEMENT LAWN
AREA AREA
#4 BARS AT U)
12 O.C., E.W. w
4" UNDERDRAIN
PAVEMENT INLET TYPE "A"
NOT TO SCALE
rirmammor k
V "3
6" COMPACTED #53
AGGREGATE
f-
CONCRETE 0" RINGS
8" PRECAST
REDUCER CAP
<1
6" TOPSOIL
a
I
2;\<'„>
lo
6" #4 REBAR 6" O.C.
EACH WAY
MANHOLE STEPS REQUIRED IF
DEPTH EXCEEDS 4' -0" (AT 16" MAX. ON CENTERS)
STORM MANHOLE
NOT TO SCALE
DISTANCE DEFINED BY
D.O.T. REQUIREMENTS
BEDDING/TRENCH DETAIL
NOT TO SCALE
MAXIMUM
OPENING
4" GREATER
THAN 0.0.
OF PIPE
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT
NOTES;
1. ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
PLASTIC PIPE (PVC HDPE)
6" TOPSOIL
r J \/-7
N
2 #4 BARS AT
28" LONG
6" MIN. (TYP.)
NON- SHRINK GROUT
w
it 0 I
j io
z
'co
HOLE SIZE
VARIES
NON- SHRINK
GROUT
BARREL SECTION
ASTM C -478 CLASS A
REINFORCED CONCRETE
PIPE 4000 PSI
4" COMPACTED
#53 STONE
34"
22"
PLAN VIEW
CROSS SECTION
"B" BORROW OR EQUIVALENT
GRANULAR MATERIAL COMPACTED
TO 95% STANDARD PROCTOR
DENSITY TO TOP OF TRENCH IF
LESS THAN OR WITHIN 5' OF
EDGE OF PAVEMENT. IF GREATER
THAN 5' FROM EDGE OF PAVEMENT,
AREA TO BE BACKFILLED WITH
CLEAN MATERIAL THAT SHALL
CONTAIN NO MORE THAN 10"
PASSING A No. 200 SEIVE.
NEENAH
R -3286
4
UNDERDRAIN
PLACE 1/2" DIA EXTRUDABLE
PREFORMED GASKET MATERIAL
IN EACH KEYWAY (SEE DETAIL)
NON- ASPHALTIC MASTIC OR
BUTYL RUBBER PLASTER
ACCEPTED ALTERNATIVE.
1
GASKET DETAIL
#4 BARS AT
12" O.C. E.W. w
a'
NOMINAL 1/2" BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYPICAL)
J
J
0
4" COMPACTED
#53 STONE
PRECAST CO ETE
ADJUSTING RING OR
FLANGE OF CASTING
SKIRT B
C
SECTION A -A
NON SHRINK GROUT
MAX.
OPENING
4" GREATER
THAN O.D.
OF PIPE
NON SHRINK GROUT
PLAN
I.D.
NOT TO SCALE
B
G OR T GROOVE- OUTLET END)
(TOUNGE-INLET END)
HOLE SIZE
VARIABLE
NEENAH CASTING
R- 4215 -C
2 #4 BARS
36" LONG
34" OR 36" O.D.
RING DETAIL
SECTION A -A
w
A
1
0
PLAN VIEW
6" MIN
:3
42"
30"
6" (TYP.)
r
CROSS SECTION
INLET TYPE "E"
NOT TO SCALE
WALL
63'
2 -12"
1/2"
-1/2" R
TAPER PER
INCH PER SIDE
HORIZONTAL FLARE
Waft
E
VERTICAL FLARE
SECTION B -B
NOTE:
MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF
A.S.T.M. SPECIFICATION C76.
PRECAST CONCRETE FLARED END SECTION
o I csi
#4 REBAR AT
12" O.C., E.W.
4" MIN Q
4" UNDERDRAIN
4" COMPACTED
#53 STONE
34 1/2"x34 1/2",
1" DEEP RECESS
6" TOPSOIL
1/2" R
WALL
1
“ZZ
I
I
t
I
I
I
777
I
1
l
I
I
I
I
1
#8 COMPACTED STONE
7"
9"
NEENAH 1980 -C OR APPROVED EQUAL.
CONCRETE GRADE RINGS (ASTM-
C -478, 4000 PSI) UTILIZED TO
RAISE TO FINISH GRADE, MAX.
ALLOWABLE HEIGHT OF RISE
RING IS 12
TOP SOIL
1/2 CEMENT, MORTAR
w
3" MIN. J
COVER
PRECAST MANHOLE
SECTION
COMPACTED SOIL
BACKFILL
LAWN AREA
6" MIN.—
MANHOLE STEPS --N
AT 16" MAX.
ON CENTER.
(SEE DETAIL)
GROUT SLOPE
(SEE DETAIL)
1
1
3
HEAVY DUTY LAMPHOLE
CASTING W/ SOLID LID,
NEENAH R -1974 OR EQUAL
CONCRETE COLLAR
-J
o
co
a_
0
FINISH
GRADE
r 1 5/8"
7/8'
1
A
kb,
tI
2' -0"
6 #53 COMPACTED STONE
WYE
SEWER MAIN
4' -0"
NOT TO SCALE
CLEANOUT DETAIL
NOT TO SCALE
SEWER MAIN-
PAVEMENT AREA
CASTING TYPE NEENAH R -1772
NOTE;
MAXIMUM CLEANOUT SPACING TO
BE NO MORE THAN 100 FEET.
3' 0" MAX.
45* BEND
T L�
N
SANITARY MANHOLE TYPE "C"
z
45? WYE FITTING o
'U
6" MIN,. i 1
45? ELBOW
ELEVATION
LATERAL DETAIL "A" C)
i
NOT TO SCALE C7.1
45? WYE FITTING
45? ELBOW
PLAN
#4 BARS 6" O.C.
EACH WAY
w
EE
6 "(TYP
4
<1
BARREL SECTION -48" DIA.
ASTM C -478 CLASS A
REINFORCED CONC. PIPE
4000 PSI
COMPACTED SAND
ISH FLOOR
0
t
in
0
0
4' MIN.
SEE UTILITY
PLAN FOR
INVERTS
W
0
0
FLEXIBLE PIPE
SLEEVE
PIPE THICKNESS
1/2 DIA. +2"
EXISTING GRADE
LATERAL
PRECAST ECCENTRIC CONE
CONCENTRIC CONE OR
PRECAST COVER.
EDGE OF PAVEMENT, CURB
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE "B" BORROW OR
EQUIV. GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY FOR ENTIRE
TRENCH BACKFILL
LEGEND
OD OUTSIDE DIAMETER
ID INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
INSTALLATION REQUIRED
1. EXTENDING 20' FROM STORM INLETS
OR MANHOLE WHERE SHOWN ON THE
UTILITY GRADING PLAN.
#8 WASHED
STONE
STANDARD MANHOLE BENCHES
2. PIPE MATERIAL PER INDIANA DEPT. OF
TRANSPORTATION SPECS. No. 718.02
SANITARY SEWER BENCH
SLOPE 1/2" PER FOOT
NOT TO SCALE
DISTANCE DEFINED BY
D.O.T. REQUIREMENT
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
MINIMUM WIDTH
1.25 OD 12"
a
DEPTH OF BEDDING
MATERIAL BELOW PIPE
REINFORCED CONCRETE PIPE (RCP
BEDDING/TRENCH DETAIL
NOT TO SCALE
PAVEMENT
MIN.
4" PIPE UNDERDRAIN
UNDER PAVEMENT
NOT TO SCALE
4' -0"
d
4' DIAMETER PERFORATED
H GH DENSITY
POLYETHLENE PIPE
WITH "HIGHWAY SOCK
FILTER”
7
a
CONCRETE
GROUT BENCH
PIPE
DIA.
4 C \�l ice', )==t_. 1
SECTION A -A
LL
2 #4 BARS AT 28" LONG
6" MIN. (TYP.)
NON- SHRINK GROUT
MAXIMUM
OPENING
THAN 0.0.
4" GREATER
OF PIPE
COMPACTED
#53 STONE
IF NOT WITHIN 5' OF EDGE OF
PAVEMENT: USE "B" BORROW
COMPACTED TO 90% STANDARD
PROCTOR DENSITY TO 1/6 OF
PIPE DIAMETER AND REGULAR
1 /6 OD BACKFILL TO TOP OF TRENCH
#8 STONE OR APPROVED EQUIVALENT
BEDDING MATERIAL HAND TAMPED OR
WALKED INTO PLACE.
NOTES;
1. ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
MAX. OPEN-.:
4" GREAT ER
THAN 0.0.
OF PIPE
C
EDGE OF PAVEMENT, CURB
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT OF WAY
34"
22"
0
0 0 c
C= C= C7 CI
[�O
0 O 0
CI C=I
o r: C=I o
0 c c= c i
PLAN VIEW
CROSS SECTION
NEENAH R -1772
a
1/2 CEMENT
MORTAR
6" MIN.
PRECAST MANHOLE
SECTION
8 STONE OR APPROVED
EQUIVALENT. BEDDING MATERIAL HAND
TAMPED OR WALKED INTO PLACE TO A
MIN. OF 12" ABOVE TOP OF PIPE.
LEGEND
OD OUTSIDE DIAMETER OF PIPE
ID INSIDE DIAMETER OF PIPE
2 -0
N M
NEENAH
R -3472
PAVEMENT LAWN
AREA AREA
#4 BARS AT U)
12 O.C., E.W. w
4" UNDERDRAIN
PAVEMENT INLET TYPE "A"
NOT TO SCALE
rirmammor k
V "3
6" COMPACTED #53
AGGREGATE
f-
CONCRETE 0" RINGS
8" PRECAST
REDUCER CAP
<1
6" TOPSOIL
a
I
2;\<'„>
lo
6" #4 REBAR 6" O.C.
EACH WAY
MANHOLE STEPS REQUIRED IF
DEPTH EXCEEDS 4' -0" (AT 16" MAX. ON CENTERS)
STORM MANHOLE
NOT TO SCALE
DISTANCE DEFINED BY
D.O.T. REQUIREMENTS
BEDDING/TRENCH DETAIL
NOT TO SCALE
MAXIMUM
OPENING
4" GREATER
THAN 0.0.
OF PIPE
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT
NOTES;
1. ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
PLASTIC PIPE (PVC HDPE)
6" TOPSOIL
r J \/-7
N
2 #4 BARS AT
28" LONG
6" MIN. (TYP.)
NON- SHRINK GROUT
w
it 0 I
j io
z
'co
HOLE SIZE
VARIES
NON- SHRINK
GROUT
BARREL SECTION
ASTM C -478 CLASS A
REINFORCED CONCRETE
PIPE 4000 PSI
4" COMPACTED
#53 STONE
34"
22"
PLAN VIEW
CROSS SECTION
"B" BORROW OR EQUIVALENT
GRANULAR MATERIAL COMPACTED
TO 95% STANDARD PROCTOR
DENSITY TO TOP OF TRENCH IF
LESS THAN OR WITHIN 5' OF
EDGE OF PAVEMENT. IF GREATER
THAN 5' FROM EDGE OF PAVEMENT,
AREA TO BE BACKFILLED WITH
CLEAN MATERIAL THAT SHALL
CONTAIN NO MORE THAN 10"
PASSING A No. 200 SEIVE.
NEENAH
R -3286
4
UNDERDRAIN
PLACE 1/2" DIA EXTRUDABLE
PREFORMED GASKET MATERIAL
IN EACH KEYWAY (SEE DETAIL)
NON- ASPHALTIC MASTIC OR
BUTYL RUBBER PLASTER
ACCEPTED ALTERNATIVE.
1
GASKET DETAIL
#4 BARS AT
12" O.C. E.W. w
a'
NOMINAL 1/2" BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYPICAL)
J
J
0
4" COMPACTED
#53 STONE
PRECAST CO ETE
ADJUSTING RING OR
FLANGE OF CASTING
SKIRT B
C
SECTION A -A
NON SHRINK GROUT
MAX.
OPENING
4" GREATER
THAN O.D.
OF PIPE
NON SHRINK GROUT
PLAN
I.D.
NOT TO SCALE
B
G OR T GROOVE- OUTLET END)
(TOUNGE-INLET END)
HOLE SIZE
VARIABLE
NEENAH CASTING
R- 4215 -C
2 #4 BARS
36" LONG
34" OR 36" O.D.
RING DETAIL
SECTION A -A
w
A
1
0
PLAN VIEW
6" MIN
:3
42"
30"
6" (TYP.)
r
CROSS SECTION
INLET TYPE "E"
NOT TO SCALE
WALL
63'
2 -12"
1/2"
-1/2" R
TAPER PER
INCH PER SIDE
HORIZONTAL FLARE
Waft
E
VERTICAL FLARE
SECTION B -B
NOTE:
MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF
A.S.T.M. SPECIFICATION C76.
PRECAST CONCRETE FLARED END SECTION
o I csi
#4 REBAR AT
12" O.C., E.W.
4" MIN Q
4" UNDERDRAIN
4" COMPACTED
#53 STONE
34 1/2"x34 1/2",
1" DEEP RECESS
6" TOPSOIL
1/2" R
WALL
1