HomeMy WebLinkAbout37-96.26M
L
K
J
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G
F
2
dl
2 "x4" POST
NOTE:
TEMP. EXTENSION ABOVE GROUND
TO BE REMOVED UPON CONNECTION
TO HOUSE.
T 4
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0.0.0.0.0•••0••
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•'•�•'•�•'•�•'' SSD MAIN
1.111• ..•
6 "x 6 "x 4" TEE
"STREET" SQ CONECTIONS3
TO INDIVIDUAL LOTS
STEEL FENCE POST
(FOR TEMP. PROTECTION) SET FLUSH WITH
FINISH GRADE
EAST JORDAN CASTING
/-1570 OR EQUAL
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CONCRE TE TE BASE
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a
CAP
/ 8 "'x6 "x6" DIRECTION OF FLOW
TEE
I 24" -I
SUBSURFACE DRAIN RISER DETAIL
C803
E EARTH OR SIDEWALK SURFACE
TOP OF CURB
CONCRETE CURB
PAVEMENT
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D 17" o•o o•o 0.0 0.0
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0.000.0 1` 0..-0..
0.0.0.010 "0'0 "0
INSTALLATION REQUIRED: ° • ° °°' ° °' ° °°' °
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• SEE DEVELOPMENT PLAN FOR o. °e °.°
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LOCATIONS ° ° ° °' ° ° • ° ° °' ° (V
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• PERFORATED PLASTIC PIPE ° °° • ° °° °'° ...0
°
PER INDOT SPECS #718.02 ° ° ° °°
o.o• •o•o z
#8 GRAVEL o =o. .o:o x °
0.0 •0.0
• LOT CONNECTIONS ARE TO BE
STUBBED AND CAPPED 3' 4" 4"
BEYOND BACK OF CURB WITH MIN MIN
CURB BRANDED SS.
PIPE UNDERDRAIN 12
0803
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GRADE I GRADE
(NEW OR EXISTING) VARIES %(NEW OR EXISTING)
RA le
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(NEW OR EX
TYPICAL DITCH DETAIL
0803
r.RAnF
R EXISTING)
F-
ka:d
SWALE UNDERDRAIN DETAIL S
0803
do TAPE
10 I
3� Ilk,
I �
4.
I
PIPE CONCRETE
CULVERT I END SECTION
I
COMPUTED LENGTH OF CULVERT RIP A BE PLACED
END SECTION ON SIDE SLOPE WHEN
PAY LENGTH CALLED FOR ON PLANS
OF CULVERT LENGTH (D)
SLOPE DETAIL
Grooved end on outlet end
DIA
tongue end on
A
0000
D
D
K
'
R2
WEIGHT.
WEIGHT
rAi►
0
9
4' -3"
6' -2"
2' -0"
3• o
Groove (or tongue) to
I
iv
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Y: 1
GRADE I GRADE
(NEW OR EXISTING) VARIES %(NEW OR EXISTING)
RA le
55,1,
1
,r A f%['
(NEW OR EX
TYPICAL DITCH DETAIL
0803
r.RAnF
R EXISTING)
F-
ka:d
SWALE UNDERDRAIN DETAIL S
0803
do TAPE
10 I
3� Ilk,
I �
4.
I
PIPE CONCRETE
CULVERT I END SECTION
I
COMPUTED LENGTH OF CULVERT RIP A BE PLACED
END SECTION ON SIDE SLOPE WHEN
PAY LENGTH CALLED FOR ON PLANS
OF CULVERT LENGTH (D)
SLOPE DETAIL
Grooved end on outlet end
DIA
tongue end on
A
Inlet end
D
D
K
'
R2
WEIGHT.
WEIGHT
rAi►
0
9
4' -3"
6' -2"
2' -0"
3• o
Groove (or tongue) to
I
iv
be the same as on standard
15"
reinforced concrete pipe
7"
ASTM designation C76
'A'
6' -3"
CLASS CONCRETE
1.5
LONGITUDINAL SECTION
PROPOSED GRADE
EASEMENT LINE
NOTE:
TEMP EXTENSION ABOVE
GROUND TO BE REMOVED
Z
z UPON CONNECTION TO HOUSE
v
SSD MAIN
I
(V
MAIN SLOPE 0.30%
6 "x6 "x4" TEE
TYPICAL SSD CONNECTION 9
TO INDIVIDUAL LOTS `�03
4 1 5 1 6 I 7 I 8
tt
SECTION Y —Y
12 "C to C
AX.SPACIN
HOOK
BOLTS
0
N
CLASS 'A'
CONCRETE I E +2T _ I
r
SECTION A —A
CONCRETE PIPE TOE ANCHOR
DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA
T
I
A
C
D
E
K
Rl
R2
WEIGHT.
WEIGHT
12"
48
5"
4' -3"
6' -2"
2' -0"
1.3
101 8"
9"
800
15"
2 1/4"
7"
4' -0"
6' -3"
2' -6"
1.5
12 1 /2"
11
1.100
18"
2 1/2-
11"
4' -1"
6' -2"
3' -0"
1.8
5 1 2"
12"
1.300
21"
2 3/4'
11"
3' -6"
6' -3"
3' -6"
2.1
16 1 8"
13"
1.500
24"
3"
1' -0"
2' -8"
6' -3"
4' -0"
2.3
6 3/160140
1.800
27"
3 1 /4"
1' -1"
2' -5"
6' -3"
4' -6"
2.6
18 1/2*
14 1/2*
2,100
30"
3 1 2"
1' -2"
1' -10"
6' -3"
5' -0"
2.9
18 3/16
15"
2,400
33"
3 3/4"
1' -3"
3' -6"
8' -3"
5' -6"
3.1
8 1/2
17 1 /2"
4,100
36"
4"
1' -5"
3' -1"
8' -3"
6' -0"
3.4
3 3/4-12
0•
4,200
TOLERENCE
+/— 1"
END SECTION DETAIL 4
0803
1/2 TRENCH
DEPTH MIN.
(GRANULAR MATERIAL TO
`411 BE USED UNDER ALL
/\ \\ / \ 1 • PAVED AREAS)
\�• NOTE
' �\ ACKFILL MA RIA
a
4' 4 B TE L
SOIL) w
\
��/�
A
(MAX)
a
I.D.
CLASS I, II, III, & IV
PLACEMENT °
36
is-
15
OF THE U.S.C.S. SOIL
Z
18
48
CLASSIFICATION
Lai
28
4
48
SYSTEM.
K-Ts=
60
BEDDING
30
60
38
33
60
INITIAL BACKFILL AREA
60
1 44
4
60
SPRING LINE OF PIPE
6" MIN. -
I.D.
12" MAX.
\i �i
.:'
i Y HAUNCHING AREA
�i
\�
\� //
BEDDING AREA
O.D. OF PIPE
FOUNDATION
6" MIN.-
(REQUIRED IN UNSTABLE SOIL)
12" MAX.
12"
12"
TRENCH AND BEDDING DETAIL 5
0803
00080
000000
000000
000000 I
000000
°BBC,
GRADE \ / STORM MANHOLE
NEENAH TYPE CASTING
C. No. 1772 —A
LT
A
::. 00
.': A'•:::i....''... �.:: A'.
I
I
I V
I B I
I
. 1111. 1111.. ... • ...: �: x •:1111.
1•:::: •:::1111.; ...;
STANDARD REINFORCED CONC. BASE
NOTE: FOR SMIC11110 THAT ARE DEEPER
THAN S, STEPS SHALL BE REQJRED. THE
TOP STEP 10 BE APPRO*lATELY 18' BELOW
TIE T.G. ELEVATION d< SPACED AT 16' APART
1HEREW TER.
MANHOLE DETAIL 1
0803
' 0 I
I o�
f / BEEHIVE INLET
GRADE NEENAH TYPE CASTING
No. R -4342
T.C.
A - A I 4" MIN
T. 1 24" ' . RISER RING
I: A:. 0D
.:• :•;A•;; :: OPENING
i I
< I I
I B
I
......
STANDARD REINFORCED CONC. BASE
DIMENSIONS (INCHES)
A
(MAX)
a
I.D.
C
MIN
12
36
is-
15
36
21
18
48
1
48
28
4
48
31
K-Ts=
60
34
30
60
38
33
60
36
60
1 44
4
60
NOTE: FOR SMIC11110 THAT ARE DEEPER
THAN S, STEPS SHALL BE REQJRED. THE
TOP STEP 10 BE APPRO*lATELY 18' BELOW
TIE T.G. ELEVATION d< SPACED AT 16' APART
1HEREW TER.
MANHOLE DETAIL 1
0803
' 0 I
I o�
f / BEEHIVE INLET
GRADE NEENAH TYPE CASTING
No. R -4342
T.C.
A - A I 4" MIN
T. 1 24" ' . RISER RING
I: A:. 0D
.:• :•;A•;; :: OPENING
i I
< I I
I B
I
......
STANDARD REINFORCED CONC. BASE
DIMENSIONS (INCHES)
A
(MAX)
a
I.D.
C
MIN
12
36
is-
15
36
21
18
48
1
48
28
4
48
31
27
60
34
30
60
38
33
60
36
60
1 44
4
60
1 50
NOTE FOR STRUCTURES THAT ARE DEEPER
THAN S. STEPS SHALL BE REQUIRED. THE
TOP STEP TO BE APPROIOMATELY 1Ti BELOW
THE T:G ELEVATION & SPACED AT 16" APART
1FEREAFTETZR.
BEEHIVE INLET DETAIL 2
0803
LSO
OCR
O C�J
OCR
r---=cam — — —
c�o
\ / ROLL CURB do GUTTER
BADE NEENAH TYPE CASTING
T.C. NO. R- 3501 -N
ASPHALT
24° y: a
A.....::: �::..
OPENING Z. 7A
1
I I
< I v
I B
1 I
I .. 1111. 1111.. ... •...: �: x •:: •:..:
'1':::: i':::: ( ::::::::::.: . ::::::1':::: ':::1111. y • / :
STANDARD REINFORCED CONC. BASE
DIMENSIONS (INCHES)
A
(MAX)
B
I.D.
C
MIN
12
36
1
36
1
1
1
4
48
31
27
60
34
33
60
36
60
44
42
60
NOTE FOR STRUCTURES THAT ARE DEEPER
THAN S, STEPS SHALL BE REQUIRED. THE
TOP STEP TO BE APPROAMATELY 18" BELOW
THE T.C. ELEVATION & SPACED AT 16" APART
THEREAFTER.
ROLL CURB INLET DETAIL 3
0803
9 10 11 12 13 14
15
Re WOns
f°
N o. '
890267
s . STATE OF i_& "
r
A
L
k
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1 F
&1meider
lion
L. J
3020 North Post Road Engineering
Indianapolis, Indiana Surveying
46226 -0068 GIs • US
317- 898 -8282 Geology
317 -899 -8010 Fax
A Partnered Entity with Bohlen, Meyer, Gibson k Associates. Incorporated
C.P. MORGAN COMMUNMES, LP.
SYCAMORE FARM SECTION 2
CHN04 INDIANA
STORM SEWER DETAILS
Date Project No. Drawn Approv.
4/18/96 985.02 DMW
Computer Files Sheet No.
9652S#iDT
(C803
Of
1 C
1 F
1 E
1 C
1 E