HomeMy WebLinkAboutSD-384-C8k
NOTES:
1.
2.
3.
4.
A
FLEXIBLE
W/ S.S.
INFLUENT
45 ° BEND-
6" MIN.
DROP PIPE DIA. SAME
AS INFLUENT PIPE
90 0 ELBOW -�
3000# CONCRETE
6" MIN. CRUSHED STONE
OR COMPACTED SCREENED
GRAVEL
UNDISTURBED EARTH
k
k c
5° MIN.
XiSTMIG SEWER MANHOLE
IRDCK DAM TO MID- DIAMETER
- PLACE X14 REINFORCING BARS
ENTIRE HEIGHT IN EACH
CORNER OF DROP ENCASEMENT
WITH 2" MIN. CONCRETE COVER
WHEN THIS DIMENSION
! EXCEEDS 6' -0 ".
6
-FLEXIBLE SLEEVE
W/ S.S. CLAMP
l
OUTSIDE DROP MANHOLE
CONNECTION DETAIL
N.T.S.
RECONSTRUCT INVERT
AS REQUIRED
S, INC. CATEGORY HJKF
M.
TO ASTM A536 -80. WEDGES
HARDNESS OF 370.
A A21.11/C111 AND
&T THE ENGINEERING DEPARTMENT
ARE PROVIDED WITH THE 30"
SIZES ARE EXTRA LENGTH T- BOLTS. K2
EMBLY OF THE MECHANICAL JOINT
HE LISTED PRESSURE RATINGS MATH
SERIES
RAIING
C
D
F
J
M
X
wom
I TS
P
Ti W/ M
K2
1103
350
4.84
2.27
4.06
6.19
0.62
3/4
2
4
9.36
9.06
7.69
1104
350
5.92
2.27
4.90
7.50
0.75
7/8
2
4
10.20
9.90
9.12
1106
350
8.02
2.27
7.00
9.50
0.88
7/8
3
6
12.30
12.00
11.12
1108
350
10.17
2.31
9.15
11.75
1.00
718
4
6
14.45
14.15
13.37
1110
350
12.22'
2.37'
11.20
14.00
1.00
7/8
6
8
16.50
16.20
15.62
.1112
350
14.32
2.37
13.30
16.25
1.25
7/8
8
8
11180
18.30
17.88
1114
350
16.40
2.69
15.44
18.75
1.50
7/8
10
10
20.64
20.94
20.25
1116
350'
11150
2.69
17.54
21.00
1.58
7/8
12
12
22.60
22.80
22.50
1118
250
20:60
2.69
19.64
23.25
1.63
7/8
12
12
24.70
25.00
24.75
1120
250
22.70
2.69'
21.74
25.50
1.69
7/8
14
14
26.80
27.10
27.00
1124
250
26.90
3.20-
25.94
30.00
1.81
7/8
16
16
32.94
32.64
31.50
1130
250
33.29
3.20
32.17
36.88
2.25
-1 1 /8
20
20
39.17
38.87
39.12
1136
250
39.59
3.20
38.47
43.75
2.25
1 1 /8
24
24
45.47
45.17
46.00
1142
250
45.79
4.56
44.67
50.62'
3.88
1 3/8
28
28
55.87
55.57
53.48
1148'
250
52.09
4.56
50.97
57.50
3.88
1 3/8
32
32
62.17
1 61.87
60.36
BD IS
MEGALUG DETAIL
N.T.S.
0.75
J
0.125
i
SECTION A -A
I i
SECTION B -B
FINISHED
EXISTING
6" SDR .
CONNECI
NOTES:
1. DEPTH MAY VARY WITH TRIBUTARY AREA:
2 FT. FQR 100 SF/LF FENCE- 3 FT. FOR
BEOSET' IN PEAT EYHEENN UNLESS OR DEPTH
BE
POSSIBLE BY PUSHING BY HAND SHALL
FINISH GRADE
SHAIAM
AKD B Y ALE �
FINISH GRADE
1 -1/2" SQUARE WOOD POST 6'
/'T0 10' ON CENTER (SEE NOTE 1)
WRAP UND POS MTWIC CORD
i•3=191
SEE NOTE 1
HAY BALE / SILT FENCE DETAIL
N. T. S.
GRADE ADJUSTMENTS
MAY BE MADE WITH
COURSES (2 MAX.) OF
BRICK OR PRECAST
CONCRETE GRADE RINGS
PRECAST REINFORCED
CONCRETE CONCENTRIC
CONE SECTION
PRECAST REINFORCED
CONCRETE RISER SECTION
6" COMPACTED
GRAVEL -BASE-
- G X f o+oo
SEWER PROFILE .(MINOR LINE)
VERTICAL SALE:' 1"=4'
HORIZONTAL 'ALE: 1" =40'
NOTE: EROSION CONTROL DEVICES SHALL
BE INSTALLED IN ACCORDANCE
WITH ORDER OF CONDITIONS.
Le BARON HEAVY DUTY FRAME AND GRATE -
LF248 -2, FOUR FLANGE, (OR APPROVED EQUAL)
SET IN MORTAR
b
30" SUMP
5" 48 "0
POURED OR HAND PACKED
NON - SHRINK GROUT
HALLEMITE WATERPLUG,
EMBECO OR APPROVED EQUAL
RCP OUTLET NTH
�- WI NEENAH R -3701
CATCH BASIN HOOD
OR APPROVED EQUAL
PRECAST REINFORCED
CONCRETE BASE SECTION
UNDISTURBED EARTH
PRECAST CONCRETE CATCH BASIN DETAIL 6
APPROXIMATE FINISHED GR
APPROXIMATE EXISTING
6" SDR 3!
CONNECTII
NOTE: EXISTING UTILITY LOCATIONS
ARE APPROXIMATE AND ARE
FROM RECORDED INFORMATION.
CONTRACTOR SHALL NOTIFY
DIG -SAFE AND U71UTY OWNERS
PRIOR TO STARTING WORK.
N.T.S. v
W
Z
O;Wu �,V ewo f+w saa
SEWER PROFILE (MAIN LINE)
VERTICAL SCALE: 1"=4'
HORIZONTAL SCALE: 1"=40'
3+W
c�
3*..
ti\
to
i
yM �.
d
POURED OR HAND PACKED
NON - SHRINK GROUT
HALLEMITE WATERPLUG,
EMBECO OR APPROVED EQUAL
RCP OUTLET NTH
�- WI NEENAH R -3701
CATCH BASIN HOOD
OR APPROVED EQUAL
PRECAST REINFORCED
CONCRETE BASE SECTION
UNDISTURBED EARTH
PRECAST CONCRETE CATCH BASIN DETAIL 6
APPROXIMATE FINISHED GR
APPROXIMATE EXISTING
6" SDR 3!
CONNECTII
NOTE: EXISTING UTILITY LOCATIONS
ARE APPROXIMATE AND ARE
FROM RECORDED INFORMATION.
CONTRACTOR SHALL NOTIFY
DIG -SAFE AND U71UTY OWNERS
PRIOR TO STARTING WORK.
N.T.S. v
W
Z
O;Wu �,V ewo f+w saa
SEWER PROFILE (MAIN LINE)
VERTICAL SCALE: 1"=4'
HORIZONTAL SCALE: 1"=40'
3+W
c�
3*..
ti\
to
i
yM �.