HomeMy WebLinkAboutConstruction Details sheet 36COMPLETELY SEAL CASTING BEARING
SURFACE WITH 311 MIXTURE OF SAND
AND PORTLAND CEMENT,
8' PRECAST CONCRETE
MATCH CASTING OPENING
SIDE VIEW
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MATCH CASTING OPENING
8'
R- 3501 —N NEENAH CURB INLET
FRAME, GRATE & CURB BOX DETAIL
NOT -TO -SCALE
L OFFICE OF THE HAMILTON COUNTY SURVEYOR
HYDROSEEDED & MULCH OR
SEED & S150 BLANKET AS SPECIFIED
1
R.C.P. STORM SEWER
OPTIONS FOR END SECTIONS:
o`
-METAL
Wt.
Lbs.
- PRECAST
OR BUTYL RUBBER
- CONCRETE SLOPEWALL
SEAL BETWEEN JOINTS.
-TREATED LANDSCAPE TIMBERS
CABION
- CONCRETE HEADWALL
BLANKET
_ 5:1
24
SLOPE'
I
R- 1772 —C
R- 1772 —CVH
z
Q
7 8
24
SODDED AREA
------
a (CROSS-HATCHED)
f
MANHOLE CONFORMS
c
R.C.P. STORM [SEWER //�.;
_i :a`;• a
1.1.
_ 4
Z
°z
.r
1{ ll l Yf:
BUTYL RUBBER SEAL
12 1/2
to• -o,.
SAFETY LEDGE
I AREA
-HATCHED)
SECTION
NORMAL POOL
I_21 MAX. I
3
of t oMi9o1
w;
z;
RIP -RAP
0R
C.
t NOTCH RIP -RAP INTO
RENO MATTRESS SLOPE AS SHOWN
A OR USE RENO MATTRESS
4�
31
°06 ° SLOPES
TOP VIEW
LAKE OUTLET DETAIL
FOR LAKE CROSS - SECTION OPTION 2
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: 12 AUG 94
STANDARD PLAN
APPROVED y- 8 rz g � 4 _
KEN N C. WARD, MILTON COUNTY SURVEYOR DATE
100
yy _
Standard
Design
Machined
Horizontal
Vertical
Bearing
D
Wt.
Lbs.
PRECAST CONCRETE ADJUSTER RINGS IF
OR BUTYL RUBBER
NEEDED (12 INCHES OF RINGS MAXIMUM).
SEAL BETWEEN JOINTS.
E
•
24" DIAMETER
ECCENTRIC CONE OR REDUCER
CAP AS RQUIRED BY SITE I
:
CONDTIONS. CONE TOP TO
24
MATCH ADJUSTING RING PROFILE.
I
R- 1772 —C
R- 1772 —CVH
24 1/2
355
f
MACHINED HORIZONTAL
VERTICAL BEARING SURFACE
STORM MANHOLE DETAIL R- 1772 —C
NOT -TO -SCALE
TOP VIEW
-
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OFFICE OF THE HAMILTON COUNTY SURVEYOR
CASTING
FRAME AND COVER AS SPECIFIED
NON — ASHALTIC MASTIC
PRECAST CONCRETE ADJUSTER RINGS IF
OR BUTYL RUBBER
NEEDED (12 INCHES OF RINGS MAXIMUM).
SEAL BETWEEN JOINTS.
E
•
24" DIAMETER
ECCENTRIC CONE OR REDUCER
CAP AS RQUIRED BY SITE I
:
CONDTIONS. CONE TOP TO
24
MATCH ADJUSTING RING PROFILE.
I
_
FULL HEIGHT MANHOLE
IT ;]iF'rl3'r:hINS I: ;� :i:LD :N . WA1:,S
STEPS AS SPECIFIED.
7 8
24
5" MINIMUM
------
I
NOTE:
f
MANHOLE CONFORMS
c
TO ASTM 478
16 "a
6
0 —RING GASKET NON—
48" DIAMETER PRECAST
ASPHALTIC MASTIC OR
CONCRETE SECTION
BUTYL RUBBER SEAL
12 1/2
AT JOINTS.
1'
.
13 't C -
182
PRFORMED HOLE TO MAXIMUM
TO tl ! W FOR 1jT3 ti H 7 u
OF PIPE O.D. 6" WITH
9
NON— SHRINK CEMENT GROUT.
BENCH WALLS AT MINIMUM
73
1/2" PER FOOT SLOPE. BENCH
19
WALLS TO BE CONSTRUCTED
12
TO SPRING LINE OF PIPE.
NOTE:
°
STRUCTURES ARE TO BE
I_ DE 1 I L
GROUTED FULLY, TROWELED
35
SMOOTH AND BRUSH FINISHED.
73
PRECAST BASE
MANHOLE BASE SET
6" OR 8" PER SECTION
ON 6" OR #2 STONE
STANDARD
24
3
MAN OLE
FOR PIPE SIZES
12 THRU 24"
43 1/2
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
48
25
REVISED:
14
STANDARD PLAN
APPROVED:
KENTON WARD,
95-9
C. HAMILTON COUNTY SURVEYOR
i
DATE
#4 RE —BAR WELDED TO
M.E.S. W/ 4" OPENINGS
FOR DEBRIS /ANIMAL GUARD.
END SECTION W /DEBRIS /ANIMAL GUARD
(NO SCALE)
2'— 0"
) ff
(20 0 � 0 5'— 0
V
10f -011
oC� Oo
DQ @0 I 8 RIP—RAP HAINDILAID /
5'— 0"
���a� I
DIA. -
WALL
RIP —RAP DETAIL
NOT —TO —SCALE
C - B
31
0.0669'
(GRDOVE- OUTLET END)
(TONGUE -INLET END)
SECTI ❑N A —A
'A'
+ DIA. +1
A
_.:......__
. .._.._. -_. w
WALL
G or T
..
A
I B
C
D
E
DIA. +1
R -1
-
SKIRT
12
2
4 T
L. SWALE 13JECE
_
3 .x V S C R F 7
IT ;]iF'rl3'r:hINS I: ;� :i:LD :N . WA1:,S
f
1 .T LE S HA,N ii 5: I,
7 8
24
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------
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f
15
2 1/4
I
740
6
27 '
4i
73
30
16
12 1/2
11
.
13 't C -
182
1/2
TO tl ! W FOR 1jT3 ti H 7 u
990
9
27
46
73
ORE£'F;3F J. .4TEil RIGID :;i3311PN'.4,:5 d I
19
AND PNVI:,.V „rurS
12
t
,t
c I, 1i
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., .P _'.
I_ DE 1 I L
30
DIA.
WALL
G or T
WT. SECI
A
I B
C
D
E
DIA. +1
R -1
R -2
SKIRT
12
2
1 1/2
530
4
24
48 1 872
7 8
24
13
10 1/16
9
3 1/2
15
2 1/4
2
740
6
27 '
4i
73
30
16
12 1/2
11
3 1/2
182
1/2
2 1 2
990
9
27
46
73
36
19
15 1/2
12
4
21
2 3/42
1 4
1280
9
35
38
73
42
22
16 1/8
13
4
24
3
2 1 2
1520
9 1/2
43 1/2
30
73 1 2
48
25
16 11/16
14
4 1/2.
27
3 1/4
2 1/2
1930
10 1/2
48
25 1/273
1 2
54
28
17 3/4
14 1/2
4 1/2
30
-3-3-3
3 1/2
3
2190
12
1 54
19 3/473
3
60
31
18 5/16
15
5
3/43
3 8
3150
13 1/3158
1 2
39 1/497
3 4
66
34
23 3/4
17 1/2
5 1/2
36
4
3 1/2
4100
15
63
34 3/497
3/
72
37
24 1/16
20
5 1/2
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
='4 2
4 3 4
8040
27
65
35
100
90
55
32 7/8
24
6 1/4
60
6
5
8750
30
60
1 39
99
96
61
36 3/4
24
6 3/4
66
6 1 215
1/21106301
24
78
21
99
102
67
35 11/16
24
7 1/4
72
7
1 6
12520
34
78
21
99
108
73
38 5/8
24
7 3/4
78
7 1/216
1 2
14430
24
78
21
99
114
79
41 15/16
24
8 1/2
84
8
1 7
1163501
24
78
21
99
120
85 144
13/16
24
1 9
NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH
APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76.
PRECAST CONCRETE END
SECTION DETAIL
23"
1 1/4 I 20" 5 1/4"
2 1/2" 1 2"
1
NOTE: 23"
ALL STRUCTURES GREATER
THAN THREE FEET IN DEPTH
MUST BE ACCESSIBLE AND 33"
HAVE STEPS. THE FIRST STEP
FROM TOP OF CASTING TO BE
THEN 24" MAX., THEN 16"
ON— CENTER.
DITCH GRATE CASTING SETTING DETAIL
NEENAH R -4342 STOOL TYPE DITCH GRATE
NOT —TO —SCALE
1 P1
.A!
INCH PER SIDE.
HORIZONTAL FLARE
IT
VERTICAL FLARE
SECTI ❑N B -B
%%% STOEPpF�'�.,���,
61srEgFOF�ti
_ No.
19358
= o STATE OF
.,%s`SIONAL `� I'll
31i to 4" (75mm TO 1 Qomm) HIGH LETTER TO BE STAMPED AS FOLLOWS:
S is for Storm Sewer
SS is for Sonitory Sewer
D is for Subsurface or Bose Drain
C is for Conduit
G is for Gas
W is for Water
4 inch
(100 mm)
!-� Do
NO SCALE
Na�ES:
1. Curb to be stamped at oil locations where any of the above cross under a curb.
2. Letter to be stamped prior to concrete setting up, whenever possible.
3. Stomp to be a minimum of 1/2 inch (10mm) deep.
CURB STAMP
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED: n -na -q5
RECOMENDED: yf--- STANOARO PLAN
>�Mlil cahln>fjt
APPROVED:
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SHEET NO.
36
OF 37 SHEETS
JOB NO 42611