HomeMy WebLinkAboutC800 Details-C802OFFICE OF THE HAMILTON COUNTY SURVEYOR
'CLASS 358'
'ASTM A-46'
(4) 1' I25mm7 DIA.ANCHOR BOLT
TYPE "W RECESSED POCKETS
MOLES ON A 33' (838mm) DIA. B.C.
o
pop
❑ ❑
a ❑ ❑ ❑ ❑
❑
❑STORM
El
(2)CONC£aLED PICKHOLES
D I80eI(;e APARI.PER NF-22642 ❑ ❑ ❑ ❑ ❑
❑
❑ ❑ ❑ ❑ ❑
❑
❑ SEWER
❑
❑ ❑ ❑ ❑ ❑
O
O
2' IM-3 RAISED LETTERS
FLUSH .? TOP SURFACE OF LID
'MADE IN USA'
17/8' (48mm]
FULL RADIUS
m
n - 1 l/4'C32mm)
E
,y 27 5/B' [722mm1 E
E E
m C664M.)
N
N _
` 26'f662mm) n
�1. 125-3
n,
33-I838mm3 GIA. B.C.
T—
ANCHOR HOLE DETAIL
FULL SCALE—�
(31 STACKING LUGS
E 2' C51mm1 LONG X
1' C25mm) WIDE
E
24 1/8'[613mm3
-� I' €25mm]
I/2'C13mm7
J....�..J_
28 ]/2'[729mm7
35 7/8' [911mm]
PICKHOLE DETAIL
C OUARTER SCALE
NEEN A H 11642 or 1772
NOTE, ALL DIHENSIONS ACE S.C. IN ENSLISN AND IHETRICL
EAST JORDAN 1045 or 1022
MATERIAL, CAST GRAY IRON ASTM A-1& CLASS 35D
FINISW WT PAINTED
.EIONT, FRAME - 1.30•. LID - li4•
• Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE)
HAMILTON COUNTY
SURVEYOR'S OFFICE
MANHOLE OLIO LFD
CASTING
REVISED: 9/25/2006
�
STANDARD PLAN
APPROVED_ G
�55»am
CT-1
KENTON DATE
.WARD, AMILTON COUNTY
SURVEYOR
OFFICE OF THE HAMILTON' COUNTY SURVEYOR
DEBRIS GUARD
SIDE PROFILE
k4 T,
M-a.ee
I:
b
TOP VIEW
TfeLT TA epAox e� raa(
T:ADe ar coercnepe
9 geL{ pL1pe8 HECID ('
A ron
V bar
No. of
I H-bar
Bolt
"A"
Size
Size
H-bars
Size
Dia.
Dim.
Inches
Inches.
Re 'd
Inches
Inches
Inches
W
18
1/2
3
5/8
1/2
5
a
- 24
5/8
4
3/4
1/Z
7
u
30
5/8
4
3/4
1/2
7 1/2
da
36
3/4
4
1
1/2
10 1/2
m
42
3/4
4
.1
3/4
11
48
3/4
4
1112 i e
3/4
12
°
54
3/4
4
1 2 i e
3/4
12
,C
80
3/4
5
1 2pipe
3/4
14
W
72
3/4--5
1 2pipe
3/4
14
a
84
3/4
6
1 2pipe
3/4
15
12
1/2
3
5/8
1/2
4
15
1/2
3
5/8
1/2
4 1/2
18
1/2
4
5/8
1/2
4 1/2
M
21
1/2
4
5/8
1/2
5'
a
0
24
5/8
4
3/4
1/2
5
a
27
5/8
4
3/4
l/2
5 1/2
30
5/8
4
3/4
1/2
5 1/2
m
36
3/4
4
1
3/4
8
a
42
3/4
4
1
3/4
8
a
48
3/4
5
1
3/4
6
b
a
54
3/4
5
1 2pipe
3/4
8
80
3/4
6
1 2pipe
3/4
8
a
66
3/4
6
i Tz —pi pe
3/4
6
72
3/4
6
1 2 1 a
3/4
9
84
3/4
7
1 2pipe
3/4
10
90
3/4
7
1 2pipe
1 3/4
14
NOTES:
1. BARS & PLATES ARE HOT -ROLLED STEEL.
2. BARS, PLATES, & PIPIE ARE FINISHED
WITH 2 COATS OF ALUMINUM PAINT.
S. BOLTS ARE GALVINIZED
4. NO REBAR THROUGHPIPES PIPES WILL BE ALLOWED
5. DEBRIS GUARD SHALL BE REMOVABLE
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED,, 1 JAN 2000
)STANDARD PLAN
APPROVED: Q,��oo I
D
KEN C.WA ;HAMILTON COUNTY SURVEYOR DATE
N
O
CO
U
1 D
al =_
m a)
Co
00
� N O
N CID
�MM
=oo
O N
CD U U
CO
L72: 2.-
m >,
aim
E -
m a) -0
z
0 _0
LL 2 E
e
II\\\ I /32 TAPER PER
INCH PER SIDE.
HORIZONTAL FLARE
q�.
VERTICAL FLARE
SECTION B-B
CONC. CURB
PVMT.
6"
GRADE
24N24"
30"00"
36"0 6"
CATCH BASIN
„B"
D
__-- W
DIA. If _ _I E
DIA. -
WALL
SKIRT
"B„
C B
31
0.0704'
(GROOVE -OUTLET END)
(TONGUE -INLET END)
SECTION A -A
NOT -TO -SCALE
DIA.
WALL
G or T
WT. SEC
A
B
C
D
E
DIA. +I
R-1
R-2
SKIRT
12
2
11/2
530
4
24
481/8
727/8
24
13
101/16
9
31/2
15
21/4
2
740
6
27
46
73
30
16
121/2
11
31/2
18
21/2
21/2
990
9
27
46
73
36
19
151/2
12
4
21
2 3/4
2 1/4
1280
9
35
38
73
42
22
16 1/8
13
4
24
3
21/2
1520
91/2
431/2
30
73 1/2
48
25
1611/16
14
141/2
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
4 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 1/3
58 1/2
39 1/4
97 3/4
66
34
23 3/4
17 1/2
5 1/2
36
4
3 1/2
4100
15
63
3434
97 3/4
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
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
61/2
51/2
10630
24
78
21
99
102
67
3511/16
24
71/4
72
7
6
12520
34
78
21
99
1 108
73
38 5/8
24
7 3/4
78
71/2
61/2
14430
1 24
78
21
99
1 114
79
4115/16
24
81/2
84
8
7
16350
1 24
78
21
99
1 120
85
14413/16
24
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
NOTES:
1. All storm sewers shall be constructed with
reinforced concrete pipe Class III or as noted and
conform to A.S.T.M. C-76 or latest revision. All
manholes shall be precast concrete construction in
accordance with State of Indiana Specifications and
shall have Type "A" cast iron ring and cover.
NOTE: ALL CASTINGS
SHALL BE LABELED
"DUMP NO WASTE,
DRAINS TO WATERWAYS11
"A"
SEE STRUCTURE DATA CHART
FOR CASTING TYPES
PVMT.
2.5'
NOTE: MAXIMUM 48 INCHES
FROM T/C TO INVERT
OFFICE OF THE HAMILTON COUNTY SURVEYOR
1
STRUCTURES
MAXIMUM
MINIMUM ANGLE
STRUCTURES
CURB
PIPE 3[ZS
LESS THAN 48"
NUMBER OF
BETWEEN PIPE4
GREATER
CASTING PER
(INCHES)
FROM T/C TO
INVERT
SIDES3 OF THE
(NUMBER OF PIPES -
THAN 48" FROM
DETAIL CT-7
(INCHES)
BOX WITH PIPES
ANGLE IN DEGREES)
T/C TO INVERT
OR CT-8
12 TO 15
24 X 24 BOX
3
2 135
MANHOLE DETAIL
YES
3 - 90
D-20 OR NOTE 2
15 TO IS
30 X 30 BOX
3
2 135
MANHOLE DETAIL
YES WITH
3 90
D-20 OR NOTE 2
BOX/MH LID
18 TO 24
24 X 381 OR
3
2 135
MANHOLE DETAIL
YES WITH
3 90
36 X 36 BOX
D-20 OR NOTE 2
BOX/MH LID
24 TO 66
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
MANHOLE DETAIL
YES WITH
D-21 OR NOTE 2
BOX/MH LID
66 TO 144
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
MANHOLE DETAIL
YES WITH
D-22 OR NOTE 2
BOX/MH LID
NOTES
1 UP TO 15" PIPE CAN BE INSTALLED IN 24" SIDE, ALL OTHER PIPES SHALL BE INSTALLED IN LONG
SIDE OF BOX.
2 A BOX WITH STEPS WITH WRITTEN SPECIAL DESIGN APPROVAL FROM HCSO.
3 A PIPE INSTALLED IN THE CORNER OF A BOX COUNTS AS USING 2 SIDES OF THE BOX.
4 STRUCTURES SHAyy BE DESIGNED FOR MAXIMUM FLOW THROUGH STRUCTURE.
SPECIAL NOTE:ALL STRUCTURES REQUIRE 0.1'OF DROP ACROSS THE STRUCTURE (LOWEST INLET INVERT
TO OUTLET INVERT).
SPECIAL NOTE: ALL MANHOLES SHALL HAVE STEPS TO WITHIN A MAXIMUM OF 1 FOOT FROM BOTTOM OF
STRUCTURE. INSPECTOR MAY REQUIRE STEPS TO BE INSTALLED OR MOVED AFTER
STRUCTURE IS SET, TO IMPROVE ACCESS.
SPECIAL NOTE: IF CURB INLET STRUCTURE IS TO HAVE 2 FOOT SUMP, THEN THE STRUCTURE SHALL BE A
MINIMUM OF A 48" MANHOLE OR A 3 FOOT BY 4 FOOT BOX.
SPECIAL NOTE:DOUBLE INLET BOX STRUCTURES SHALy PROVIDE SUPPORT FOR ALL 4 SIDES OF THE CASTING.
SPECIAL NOTE:ALL CASTINGS SHAL BE PER THE APPROVED CASTING DETAILS OR BY SPECIAL WRITTEN
APPROVAL FROM HCSO.
SPECIAL NOTE:NO "DOGHOUSE" STRUCTURES ARE ALLOWED.
HAMILTON COUNTY SURVEYOR'S OFFICE
STORM STRU TURE SIZING TABLE REVISED: 18 DEC 2006
STANDARD PLAN
APPROVED: G- S�Da1Z67
KENT N C. ARD, HAMILTON COUNTY SURVEYOR DATE D — 18
OFFICE OF THE HAMILTON COUNTY SURVEYOR
1-CASTING FRAME AND COVER AS SPECIFIED
—
NON -ASPHALTIC MASTIC
OR BUTYL RUBBER
- X
SEAL BETWEEN JOINTS.
�<
X
PRECAST CONCRETE ADJUSTER RINGS IF
NEEDED (12 INCHES OF RINGS MAXIMUM).
24" DIAMETER
.,
L -.;.
..,
ECCENTRIC CONE OR REDUCER
'. CAP AS REQUIRED BY SITE
•j•j CONDITIONS. CONE
TOP TO
MATCH ADJUSTING RING PROFILE.
I
FULL HEIGHT MANHOLE
1
—
STEPS AS SPECIFIED.
5" MINIMUM
NOTE:
a MANHOLE CONFORMS
-
m TO ASTM 478
u.
0-RING GASKET NON-
F
ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL
AT JOINTS.
MANHOLE SIZE DETERMINED BY
APPROPRIATE MANHOLE DETAIL
THIS STRUCTURE NOT
PREFORMED HOLE TO MAXIMUM
TO BE USED IN ALL
OF PIPE O.D. •8" WITH
LOCATIONS, ONLY
NON -SHRINK CEMENT GROUT.
WHERE APPROVED BY
'
HAMILTON COUNTY
SURVEYORS OFFICE,
THIS STRUCTURE CAN BE USED AS A
CONFLICT STRUCTURE WITH SPECIAL
APPROVAL OF HCSO AND A MINIMUM
OF A 3' SUMP.
2' MINIMUM
12" SUMP
MAXIMUM
REINFORCED BAR
PRECAST BASE
•" •4 a 12" ON CENTER OR
8" OR 8" PER SECTION�`'•�`'�'t'•'•f•`
APPROVED ALTERNATIVE
3" MINIMUM
BASE SET
NB OLE"
ON OF
91FONE
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
SUMP MANHOLE STRUCTURE
REVISED: 18 DEC ZOOS
STANDARD PLAN
APPROVED: (r✓ ��SMAeO^7
D - 2 5
KENTON .WARD, HA LION COUNTY SURVEYOR DATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
Z-CASTING FRAME AND COVER AS SPECIFIED
NON -ASPHALTIC MASTIC
OR BUTYL RUBBER
x
SEAL BETWEEN JOINTS.
t, N t„
PRECAST CONCRETE ADJUSTER RINGS IF
NEEDED (12 INCHES OF RINGS MAXIMUM).
24" DIAMETER
:�•
:..;:
,:. ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
---= CONDITIONS. CONE TOP TO
_ MATCH ADJUSTING RING PROFILE.
:r.
I
FULL HEIGHT MANHOLE
STEPS AS SPECIFIED.
5" MINIMUM
]r
NOTE.
MANHOLE CONFORMS
TO ASTM 478
0-RING GASKET NON -
ASPHALT C MASTIC OR
BUTYL RUBBER SEAL
48" DIAMETER PRECAST
ON
AT JOINTS.
CONCRETE SECTI
i.
PREFORMED HOLE TO MAXIMUM
F PIPE O.D. •6" WITH
BENCH WALLS AT MINIMUM
�;r; NON -SHRINK CEMENT GROUT.
Vz • PER FOOT SLOPE. BENCH
WALLS TO BE CONSTRUCTED
TO SPRING LIKE OF PIPE.
NOTE:
:, :'?:' ,:-. STRUCTURES ARE TO BE
�•%�
GROUTED FULLY, TROWELED
SMOOTH AND BRUSH FINISHED.
PRECAST BASE
REINFORCED BAR
.:':'��,�r`:•4 a 12" ON CENTER OR
APPROVED ALTERNATIVE
6" OR B" PER SECTION
3" MINIMUM4
MANHOLE BASE SET
[:E--ON 8" OF *2 STONE
STANDARD
MANHOLE
FOR PIPE
SIZES 12" THRU 24"
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: 1 FEB 2002
STANDARD PLAN
APPROVED: ,ATE
'
D - 20
KENTON C. WARVIHAMILTON COUNT SURVEYOR
MIN. SLOPE SHALL BE THAT SLOPE NECESSARY TO
(> CONVEY DESIGN STORM AND KEEP WATER IN EASEMENT
EXISTING GRADE
3 MAX PROPOSED 3 MAX
C7 = I 1 GRADE 1
-
- I I Ln
F I-
9 (• 8' TOP SOIL
CD UNDERCUT SWALE BY 0.2'
FTI INSTALL FILTER FABRIC TO ALLOW FOR FUTURE SILTING
ON PERIMETER OF ?
D TRENCH AND OVERLAP
1= AT SUBGRADE LEVEL
1)
1" MIN. 12' MIN.
PIPE SHALL CONFORM TO SPEC REQUIREMENTS
CJ� #8 WASHED AGGREGATE OF SECTION 907 OF STANDARD SPECIFICATION
MIN. 6' DOUBLE WALL PERFORATED PER 401.01 OF THE
STORM WATER TECHNICAL STANDARDS MANUAL
TYPICAL SWALE- DETAIL
U) NO SCALE
CD Z77 D
� D Z
� � 0
CD70
Z
G-) CD
NO SCALE
L Er �6' MINIMUM OF TOPSOIL OR COMPACTED
PAVEMENT SECTION VARIES AGGREGATE #53.
LIMIT OF SUBGRADE
MINIMUM COVER SHALL
FINAL BE PER NOTE 3
BACKFILL
BC +18"/MIN.
LEGEND
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
— SPRINGUNE
HAUNCHING (Bc/6) DEPTH OF BEDDING
MATERIAL BELOW PIPE
BEDDING d D d MIN
NOTES: 60' & SMALLER 4'
BC 66" & LARGER 6"
1. BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE
INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND
UNE, THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL.
FOR PIPE SIZES 66" AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BAREL SHALL BE C. BEDDING SHALL
BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE
THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR
YIELDING, THE SOIL SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH 12 STONE IT WILL PRODUCE A
UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITAIL BACKFILL SHALL BE
COMPACTED IN 8" MAXIMUM UFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE
MATERIAL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF
THE PIPE. HAUNCHING SHALL EXTEND TO THE SPRINGLINE OF THE PIPE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE
DIAMETER OF THE PIPE PLUS 18".
2. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE 'L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL
MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6' MAXIMUM LIFTS TO NOT LESS
THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE
TOP 6" OF THE EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL
REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR
DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS GREATER THAN 5' SHALL BE CLEAN FILL
MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMATER, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS
MATERIAL, COMPACTED IN 12" MAXIMUM UFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE
DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTION TESTING
AS NECESSARY.
3. FOR INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTIUTY, THE MINIMUM
COVER FROM THE TOP OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE
SHALL BE NO LESS THAN 2.5 FEET OF COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE
UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT,
THE MORE STRINGENT REQUIREMENT SHALL GOVERN.
4. IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE
AND FILL TO THE LIMIT OF EXISTING SUBGRADE WITH COMPACTED AGGREGATE NO 53.
5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR
STORM SEWERS THAT SHALL BE MAINTAINED BY THE CITY, REGARDLESS OF STORM SEWER JURISDICTION.
6. ALL STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF
JURISDICTION OVER STORM PIPES.
CITY OF CARMEL STANDARDS STANDARD
DRAWING
TRENCH DETAIL FOR CITY STORM SEWERS 10-31
STOEPPF�'�.,���'
No.
19358
o ` STATE OF Q
S/ONAL �N&,N``��
t.`
0
w
w
w
Ln
NV C
co a
co Ln
C= �
v m
z ^
Z - co
L .a
N N
Q a
Co Co Ln
_ CT
J to co
L ri
O M
ni
a Q
W Q
s
Ln t1
10
TT
Z
�
z
T �
V 1
O
V 1
�
Q
O
V1
O
W
w
DRAWN BY: CHECKED BY:
ADG BAH
SHEET NO.
C802
S & A JOB NO.
60160HAM-S2