HomeMy WebLinkAboutC802 Storm Sewer Details-Layout1OFFICE OF THE HAMILTON COUNTY SURVEYOR
3501 -L2
PE ,'nEeEJ.E° PR.NE,a
7495 414
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• Or approved b Hamilton County 3 rveyorb Office 'DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
MANHOLE OLID ,,LED CASTING
REVISED: 9/25/2006
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APPROVED: C 255111•eu
STANDARD PLAN
C T -1
K9NTON WARD MILTON COUNTY SURVEYOR DATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
3501 -L2
._3/0=110 R.O.
7495 414
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WEE -IC L D]HENSmNS 9YNN APE IN DtLISH AND
PEE'S P02570 H-22S Hoar LOAD RFOIU,REHENTS.
_�r_
NEENAH
3501-TL or TR
rTATER(AMUC ST VA?' IRON AVM A -lS CL SS 356 PANT
■ACONT. FRAM- 211/: G ATE , =_6•
EAST JORDAN
7495 -M2 or M1
3/ EGG 1, , —.
HAMILTON COUNTY SURVEYOR'S OFFICE
CURB INLET CASTING
l5 ]/ 3
T�nnnnnnn-1
3/4
APPROVED: Z r4rZa3oc
STANDARD PLAN
CT-8
KENTC' C. WARD. tAlfELTON COUNTY SURVEYOR DATE
14
1
3/4
6
EL
3/4
15
I
30
3
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NEENAH
3010
NAUSEATE CAST CRAY IRON A TN A -•e,n AS. MA
FIESS71 NU PAIN
INTO . Awnnx_Ie]
EAST JORDAN
7010
• Or approved by Hemi:tan County Surveyor'[ Office (DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
FRAME W/ 4 SIDED SEAT
REVISED: 11/16/2004
5/8
APPROVED: /DATE
STANDARD PLAN
CT-4
E .HAMILTON COUNTY SURVEYOR DATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
Base may be round
or rectangular.
11
26 3/7167001F13676
(711/���LH1
,
Pcol
• This casting to be used when curb flow comes from both directions
NEENAH
3501 -L2
EAST JORDAN
7495 414
• Or approved by Hamilton County Su veyor s Office
AND NOTE:
mATERIAL. CAST GRAY 'BROWN N ENGLISH S 358 [METRIC'
93, [LASS 3%
FINISH' FRAME PAINT
WEIGHT: FRAME 219 •. GRATE 1]]
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
CURB BI- IRECTIO�I AL CASTING
APPROVED: WAR /o T OG
REVISED: 10/4/2006
KENT N C. WARrAMILTON COUNTY SURVEYOR AT
STANDARD PLAN
CT -7
OFFICE OF THE HAMILTON COUNTY SURVEYOR
L))
Ra,
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iy
III
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H-bars
Size
E
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Inches
MANHOLE DETAIL
D-20 OR NOTE 2
YES WITH
BOX /YH LID
L
IL
L
3/4
1/2
'r' 111 IT
I I I
UNDERCUT SHALE BY 0
24
•`•
4
3/4
1/2
7
80
5/8
COM sPOONA Io/
3/4
1/2
7 1/2
e.ue
STANDARD MANHOLE
FOR PIPE SIZES 12" THRU 24"
(DRAWING NOT TO SCALE)
HAMILTON
38
3/4
F
mr...,
P
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10 1/2
r Z'
2 /.r], ,
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4
WEE -IC L D]HENSmNS 9YNN APE IN DtLISH AND
PEE'S P02570 H-22S Hoar LOAD RFOIU,REHENTS.
3/4
NEENAH
3501-TL or TR
rTATER(AMUC ST VA?' IRON AVM A -lS CL SS 356 PANT
■ACONT. FRAM- 211/: G ATE , =_6•
EAST JORDAN
7495 -M2 or M1
• 0, approved by Hamilton County Surveyor's Ofree (DRAWING NOT TO SCALES
HAMILTON COUNTY SURVEYOR'S OFFICE
CURB INLET CASTING
REVISED: 11/16/2004
3/4
APPROVED: Z r4rZa3oc
STANDARD PLAN
CT-8
KENTC' C. WARD. tAlfELTON COUNTY SURVEYOR DATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
DEJ3RIS GUARD
STRUCTURES
LESS THAN 48"
FROM T/C TO
INVERT
INCHES)
SIDEApron
PROFILE
•
iy
III
P
V bar
NO 01
H bar
BoIL
III_III-1I1 Irr!,, - 1I_III_III-
YES
Size
Rife
H-bars
Size
Dia.
Dim.
Inches
Inches
Rey'd
Inches
Inches
Inches
MANHOLE DETAIL
D-20 OR NOTE 2
YES WITH
BOX /YH LID
18
1/2
3
3/4
1/2
5
1 1-1
UNDERCUT SHALE BY 0
24
5/E
4
3/4
1/2
7
80
5/8
4
3/4
1/2
7 1/2
e.ue
STANDARD MANHOLE
FOR PIPE SIZES 12" THRU 24"
(DRAWING NOT TO SCALE)
HAMILTON
38
3/4
¢
1
1/2
10 1/2
r Z'
a
42
3/4
4
1 1
-1
3/4
11
I
42
45
3/4
4
11/2pipe
3/4
12
54
3/4
4
1/,pipe
3/4
12
::::=1
60
3/4
5
1/pipe
3/4
14
72
3/4
5
41/2spipe
3/4
14
54
3/4
6
11/2pipe
3/4
15
TOP VIEW
30
3
1/2
3
I 111000
(41 �1 )1�L
G
12
1/2
3
5/6
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
21
I/2
4
5/8
1/2
5'
n37 A cAzve
m• ''
wJ
��g
63
24
5/8
4
3/4
1/2
5
27
5/8
4
3/4
1/2
5 1/2
6
J
30
5/8
98
9/4
1/2
5 1/2
22
1/2
36
42
3/4
9/4
4
4
1
1
9/4
3/4
tl
B
72
26
98
'
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--
nr.
a
°
C
48
9/4
$
1
9/4
B
INIL—=
.
54
9/4
6
H /zplpe
3/4 -
e
60
InTelIMIll
60
3/4
5
1/21)IPe
S/4
0
99
96
.111=11611
66
3/4
6
)%,pipe
-3/4
8
-EM
"AM
72
3/4
6
11/2pipe
3/4
9
64
3/4
7
1 1/2pipe
3/4
10
90
3/4
7
11/2pipe
3/4
14
99
108
NOTES:
1. BARS & PLATES ARE HOT- ROLLED STEEL.
2, BARS, PLATES, & PIPEE ARE FINISHED
WITH 2 COATS OF ALUMINUM PAINT.
3. BOLTS ARE GALVINIZED
9. NO REBAR THROUGH PIPES WILL BE ALLOWED
5. DEBRIS GUARD SHALL BE REMOVABLE
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
24
3/4
REVISER 1 JAN 2000
7
APPROVED N MIJa••/oo.
STANDARD PLAN
0_12
KEN C. WA ,HAMILTON COUNTY SURVEYOR . DATE
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.
OFFICE OF THE HAMILTON COUNTY SURVEYOR
STRUCTURES
LESS THAN 48"
FROM T/C TO
INVERT
INCHES)
EXISTING GRADE 1
iy
III
CURB
CASTING PER
DETAIL CT-7
OR CT-8
12 TO 16
24 X 24 BOX
I
—I I I— LTT= +,.. 31MIN.1 3 (MIN) '111I
III_III-1I1 Irr!,, - 1I_III_III-
YES
_
I
I
I I
I_1
—_
I I_I
I I_11-r. '�N
___ ,n ri —III— 111
I
15 TO 24
' PROPOSED GRADE — III -1
'
D
_I
MANHOLE DETAIL
D-20 OR NOTE 2
YES WITH
BOX /YH LID
3 - 9D
24 TO 88
NOT APPLICABLE
J
NOT APPLICABLE
-I
1 1-1
UNDERCUT SHALE BY 0
I In
11 I -I
I -III
I -I
I 1
TO ALLOW FOR FUTURE S LYING I
— III
UNDERDRAINS
II1
I PI
REQUIRED
11—I
I I
I
SW
I ON 5" OF *2 STONE
STANDARD MANHOLE
FOR PIPE SIZES 12" THRU 24"
(DRAWING NOT TO SCALE)
HAMILTON
COUNTY SURVEYOR'S OFFICE
—
ALL
IN
III — III —I 11 -1
ALES
I III
—I I I
r Z'
APPROVED: .
KENTON C. W AR•, HAMILTON COUNT SORVEYOR ATE
3/4
EXISTING GRADE
1280
1 1
-1
= .
I 1—
f l-
_
I
42
rT�_31MIN.)
3 ( ,1 i22 111-1
III -1
4
24
I I- 111_11 rr
I 1 I_I 11 -III-
21/2
1520
9 1/2
43 1/2
_ 1l
::::=1
48
-1
1 1
1611/16
1 I-
1/2
1 -I
3
I I —I
I 1-11-1-...,--
1 Iml- -" ` N 'T PROPOSED GRANDE -----"m-in-III
1930
I—)
1 1—I
1 (>O1 —I,j 1 I
UNDERCUT
54
28
11-I TO _LLOM FOR FUTURE 3 L LNG I
14 1/2
1/2
30
3
1/2
3
I 111000
(41 �1 )1�L
19 3/473
I
60
31
18 5/16
15
—11 —I
NSc R °LOGO
j••e •o
60%. :, ,
•
I
III - III - Ill
as Ea
O
- III
-
III -I II
PERFORATED SUBSURFACE DRAIN ISSDI PIPE
0 WITH MINIMUM 0.5% GRADIENT.
O SEE DEVELOPMENT PLAN FOR SITES
IR" MINIMUM) AND INVERT ELEVATIONS.
S
3'
NOTE:
TILE SHALL BE DOUBLE WALL - SMOOTH WALL
PERFORATED PLASTIC PIPE.
>IC TYPICAL SWALE DETAIL
(DRAWING NOT TO SCALE)
HAMILTON
66
COUNTY
SURVEYOR'S OFFICE
17 1/2
REVISED: 13 AUG 2005
36
APPROVED:
C v 8(1005-
STANDARD PLAN
D -16
KENT•
C WARD, H. ILTON COUNTY SURVEYOR DATE ATE
ik NOTE TO CONTRACTOR:
THE CITY OF CARMEL REQUIRES
DOUBLE WALL HANCOR HI —Q SSD
PIPE OR EQUAL TO BE USED.
\CTE: ALL CAST' \GS SHALL BE LABELED
"DUfVP NO WASTE ".
OFFICE OF THE HAMILTON COUNTY SURVEYOR
PIPE size
'INCHES)
STRUCTURES
LESS THAN 48"
FROM T/C TO
INVERT
INCHES)
MAXIMUM
NUMBER OF
SID833 OF THE
BOX WITH PIPES
MINIMUM ANGLE
BETWEEN PI P6 4
(NUMBER OF PIPES -
ANGLE IN DEGREES)
STRUCTURES
GREATER
THAN 4B" FROM
T/C TO INVERT
CURB
CASTING PER
DETAIL CT-7
OR CT-8
12 TO 16
24 X 24 BOX
3
2 - 136
MANHOLE DETAIL
0 -20 OR NOTE 2
YES
9 - 90
15 TO 18
30 X 30 BOX
3
2 - 136
MANHOLE DETAIL
D -20 OR NOTE 2
TES WITH
BOX /VIM LID
3 . 90
15 TO 24
24 X 381 OR
33 X 30 BOX
D
2 - 136
MANHOLE DETAIL
D-20 OR NOTE 2
YES WITH
BOX /YH LID
3 - 9D
24 TO 88
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
MANHOLE DETAIL
D -21 OR NOTE 2
YES WITH
BO% /MH LID
Se TO 144
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
MANHOLE DETAIL
0 -22 OR NOTE 2
YES WITH
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 MULL 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 15 TO HAVE 2 FOOT SUHP, THEN THE STRUCTURE $HALL BE A
MINIMUM OF A 68" MANHOLE OR A 3 FOOT BY 4 FOOT BOX.
SPECIAL NOTE: DOUBLE INLET BOX STRUCTURES HALL PROVIDE SUPPORT FOR ALL 4 SIDES OF THE CASTING.
SPECIAL NOTE: ALL CASTINGS $HALL 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: 1B DEC 2006
STANDARD PLAN
APPROVED: ° 91-oAT4i7 D -18
KENT N C. ARD. HAMILTON COUNTY SURVEYOR DATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
SEAL BETWEE MASTIC
OR BUTYL RUBBER
SEAL BETWEEN JOINTS
DIAMETER
=
ASTING
111 �
FRAME AND COVER AS SPECIFIED
PRECAST CONCRETE ADJUSTER RINGS IF
NEEDED 02 INCHES OF RINGS MAXIMUM),
/ .- \ y
1.
5 J ,�
24"
FULL HEIGHT MANHOLE
STEPS AS SPECIFIED
O -RING GASKET NON
ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL
AT JOINTS.
BENCH WALLS AT MINIMUM
W2" PER FOOT SLOPE. BENCH
ALLS TO BE CONSTRUCTED
TO SPRING MANE OF PIPE
NO
o„WAtIP
ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
ll
CONDITIONS.
CONE TOP TO
MATCH ADJUSTING RING PROFILE.
5" MINIMUM
NOTE:
.);
l
'%
LINT E wBCRADE
ANAL
BACtal.
HAREM
042)
NOTE&
1. BEDDING NO RADIOING FOR All RCP
SHALL E N/CW N DE DRENCH BO11M
DEPTH OF MATERIAL BELOW THE PPE
DEPTH
OSE YP AtZD L INPA TIE MAE
LOOSELY RACED NCH BOTTOM MATERIAL
12 SDP ME 1 F BOTTOM ME SOFT
SH LLBE Ii MPA RAMIE A IMPU
PINE , COMPACTED N B• BE BR
EXTEND. ME f SPRL J RILL E BROUGHT
EXTEND TO RE SPPIWAINE E DC PRE.
2 nook BACNNLL Me AIL RIP INSTALLATIONS
MATERIAL REgIRais R THE NDO1
DENSITY FUN THE ENIRE DEPM E
ME AGGREGATE SUBBASE THE PA
COMPACTED TO NOT LESS THAN MAIL
THAN 5' SH ALL BE CLEAN MLL MATERIAL
1AE VAINIA. COMPACTED
w ME EXCAVATION Rf NHL 61XdR
3. ME MINIMUM COVER FROM ME TOPE
THICKNESS (ALT BITUMINOUS ANO AGGREGATE
COVER ALONG AMY PART of THE PIPE
A W LTSTIC 9DGRADE VMS BEEN LIME
TO TOP or TREATED SUBCRPDE 0
S THEE STANDARDS SHALL APPLY FOR
6 WAY HAS A MORE S1RWC041 STANDARD,
1 THE IMAM COVER RM ME FINAL
•:
-,—
1 1/2
530
d - WTSDE KOOK
d . MATE E BFOCNIG
MAERML BELOW WE
eon GLOW PG
NAIEPW BELOW PPE
:
MANHOLE CONFORMS
TO ASTM 978
46" DIAMETER PRECAST
CONCRETE SECTION
PREFORMED HOLE TO MAXIMUM
OF PIPE O.D. •5" WITH
NON-SHRINK CEMENT GROUT.
NOTE:
SI
)_°
1
v
�...
!. •. .
• '
® ®n—
OUTERFS ARE TO BE
GROUTED D FOLLY. TROWELED
G
SMOOTH AND BRUSH FINISHED.
REINFORCED BAR
•4 P fV" ON CENTER OR
PRECAST BASE
MAMMAL
M WADE
PID BEE
11 BE
TO ED PLACEMENT
10 SUED
OAID
O
THE
DIAMETER
10 NO1
67 OF
EW
ALL
. FROZEN
INSTALLED
-0•, BUT
TOP OF
ENTITY
RPLY,
NESS
�I
L
N6TALSAIIa6
SUCH
BALL DMU
9 REI.
UNDER
OR
UFTS SfAEE
lX R TO
UP
YNWNM
MO SNAIL
ME MATERIAL
MEN i SNAIL
RANMEE
FREE
N if WT
E
ME INSTALLED
ROM ME
STABILIZED.
UYE STABNIZED
ALL REGULATED
IN
GRADE 10
NrD ILL DIMENSIONS _GIN AGE IN EGS-I 4040 e'ECRICI. ?.
FVIZI CPEN AiA: 27s =GUI r INCHES -
N TEH]ALO Car GRAY IRON KIM T-'& R4s5 OM
JtLUtl : 4Ne • IMr
B" OR B" PER SECTION
NEENAH
4342
*ERE GREATER
FR
SOL E WOOD, OR OTHER
NR RE FNNt DEPTH
BE ME PAVEMENT stool
CIRCUMSTANCES SHALL ME
THAT 2.5 FEEL
EASING 9DORAN AND ELL
DYER DC RIFT
E PAVEMENT AREAS
EAST JORDAN
APP ROVED ALTERNATIVE
• Or eppreveA by Hamilton Coy ntT Sur eyor's Office 1DRARI NC NOT TO SCALE)
HAIIIILTON COLNTY SURVEYOR'S OFFICE
i' \ 'L / • R /
.,.:V" .'J: s-N .2..92;t'.l:
REVISED' 11/16/2004
– :-
APPROVED, . - %4 61
MANHOLE BASE SET
3" MINIMUM
I ON 5" OF *2 STONE
STANDARD MANHOLE
FOR PIPE SIZES 12" THRU 24"
(DRAWING NOT TO SCALE)
HAMILTON
COUNTY SURVEYOR'S OFFICE
/
REVISED: 1 FEB 2002
15 1/2
12
STANDARD PLAN
D -20
r Z'
APPROVED: .
KENTON C. W AR•, HAMILTON COUNT SORVEYOR ATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
Pavement Area
=
5• MTOM
'DRAWING NOT TO SCALD
E 1C45BL
NwMW PAITR 9ULL
EPM NOTE JGRB
LEGEND
/ .- \ y
1.
5 J ,�
n
NO
o„WAtIP
--
ll
R -2
wow
to
'%
LINT E wBCRADE
ANAL
BACtal.
HAREM
042)
NOTE&
1. BEDDING NO RADIOING FOR All RCP
SHALL E N/CW N DE DRENCH BO11M
DEPTH OF MATERIAL BELOW THE PPE
DEPTH
OSE YP AtZD L INPA TIE MAE
LOOSELY RACED NCH BOTTOM MATERIAL
12 SDP ME 1 F BOTTOM ME SOFT
SH LLBE Ii MPA RAMIE A IMPU
PINE , COMPACTED N B• BE BR
EXTEND. ME f SPRL J RILL E BROUGHT
EXTEND TO RE SPPIWAINE E DC PRE.
2 nook BACNNLL Me AIL RIP INSTALLATIONS
MATERIAL REgIRais R THE NDO1
DENSITY FUN THE ENIRE DEPM E
ME AGGREGATE SUBBASE THE PA
COMPACTED TO NOT LESS THAN MAIL
THAN 5' SH ALL BE CLEAN MLL MATERIAL
1AE VAINIA. COMPACTED
w ME EXCAVATION Rf NHL 61XdR
3. ME MINIMUM COVER FROM ME TOPE
THICKNESS (ALT BITUMINOUS ANO AGGREGATE
COVER ALONG AMY PART of THE PIPE
A W LTSTIC 9DGRADE VMS BEEN LIME
TO TOP or TREATED SUBCRPDE 0
S THEE STANDARDS SHALL APPLY FOR
6 WAY HAS A MORE S1RWC041 STANDARD,
1 THE IMAM COVER RM ME FINAL
GA
-a=s
1 1/2
530
d - WTSDE KOOK
d . MATE E BFOCNIG
MAERML BELOW WE
eon GLOW PG
NAIEPW BELOW PPE
:
;
SI
)_°
1/4 �-
PO.S5\
® ®n—
1 Fps S1/ M MN
T
o
MAMMAL
M WADE
PID BEE
11 BE
TO ED PLACEMENT
10 SUED
OAID
O
THE
DIAMETER
10 NO1
67 OF
EW
ALL
. FROZEN
INSTALLED
-0•, BUT
TOP OF
ENTITY
RPLY,
NESS
�I
L
N6TALSAIIa6
SUCH
BALL DMU
9 REI.
UNDER
OR
UFTS SfAEE
lX R TO
UP
YNWNM
MO SNAIL
ME MATERIAL
MEN i SNAIL
RANMEE
FREE
N if WT
E
ME INSTALLED
ROM ME
STABILIZED.
UYE STABNIZED
ALL REGULATED
IN
GRADE 10
NrD ILL DIMENSIONS _GIN AGE IN EGS-I 4040 e'ECRICI. ?.
FVIZI CPEN AiA: 27s =GUI r INCHES -
N TEH]ALO Car GRAY IRON KIM T-'& R4s5 OM
JtLUtl : 4Ne • IMr
MEMO ME
INSTALLED
1K LACE
E PLACED
PPE PRIOR
THE O Wi
n£ D PRO TC
THE PIPE FOR
ME TIE PGR
E TKE WI40E
a E B -BUBOW
YAWN UFO
FUN ME TOP
ME MATERIAL
BACIMLL FOR
IN TN
9O STANDARD
CC OVAL
TOP OF THE
PLUS 1,
101E
UP TO BOOM
UNLESS ME
WARNED SHALL
E NOT
NEENAH
4342
*ERE GREATER
FR
SOL E WOOD, OR OTHER
NR RE FNNt DEPTH
BE ME PAVEMENT stool
CIRCUMSTANCES SHALL ME
THAT 2.5 FEEL
EASING 9DORAN AND ELL
DYER DC RIFT
E PAVEMENT AREAS
EAST JORDAN
6489N
• Or eppreveA by Hamilton Coy ntT Sur eyor's Office 1DRARI NC NOT TO SCALE)
HAIIIILTON COLNTY SURVEYOR'S OFFICE
BEE /V INLET CASIINU
REVISED' 11/16/2004
– :-
APPROVED, . - %4 61
'
APPROVED: Y p1r cr
STANDARD PLAN
CT -10
RENTON C. O. HAMILTON COUNTY SURVEYOR DATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
Pavement Area
=
5• MTOM
'DRAWING NOT TO SCALD
E 1C45BL
NwMW PAITR 9ULL
EPM NOTE JGRB
LEGEND
A
R
PAVEMENT ECnGR VARIES
D
E
--
R -1
R -2
SKIRT
12
'%
LINT E wBCRADE
ANAL
BACtal.
HAREM
042)
NOTE&
1. BEDDING NO RADIOING FOR All RCP
SHALL E N/CW N DE DRENCH BO11M
DEPTH OF MATERIAL BELOW THE PPE
DEPTH
OSE YP AtZD L INPA TIE MAE
LOOSELY RACED NCH BOTTOM MATERIAL
12 SDP ME 1 F BOTTOM ME SOFT
SH LLBE Ii MPA RAMIE A IMPU
PINE , COMPACTED N B• BE BR
EXTEND. ME f SPRL J RILL E BROUGHT
EXTEND TO RE SPPIWAINE E DC PRE.
2 nook BACNNLL Me AIL RIP INSTALLATIONS
MATERIAL REgIRais R THE NDO1
DENSITY FUN THE ENIRE DEPM E
ME AGGREGATE SUBBASE THE PA
COMPACTED TO NOT LESS THAN MAIL
THAN 5' SH ALL BE CLEAN MLL MATERIAL
1AE VAINIA. COMPACTED
w ME EXCAVATION Rf NHL 61XdR
3. ME MINIMUM COVER FROM ME TOPE
THICKNESS (ALT BITUMINOUS ANO AGGREGATE
COVER ALONG AMY PART of THE PIPE
A W LTSTIC 9DGRADE VMS BEEN LIME
TO TOP or TREATED SUBCRPDE 0
S THEE STANDARDS SHALL APPLY FOR
6 WAY HAS A MORE S1RWC041 STANDARD,
1 THE IMAM COVER RM ME FINAL
GA
-a=s
1 1/2
530
d - WTSDE KOOK
d . MATE E BFOCNIG
MAERML BELOW WE
eon GLOW PG
NAIEPW BELOW PPE
24
48 1/872
7/8
sRUxaNE
PO.S5\
® ®n—
1 Fps S1/ M MN
* SN *%x
MAMMAL
M WADE
PID BEE
11 BE
TO ED PLACEMENT
10 SUED
OAID
O
THE
DIAMETER
10 NO1
67 OF
EW
ALL
. FROZEN
INSTALLED
-0•, BUT
TOP OF
ENTITY
RPLY,
NESS
BO• & SJAUER
66 & LARGER
REEMEMD11S
NO LTC 1WRE
SIBS 6 S
UNWORN AS
D EAT
A EPIx THAT
tt FOR lE
SI ENE PPE HNTRE
FULL OF T
E 1E
FOR STRUCTURE
LESS MAN
THE EXCAVAMN
R MENT R
RCP INSTALLABONS
LLNP5 E
4•
e•
CG 711511001. EDDMG
REYR O A C MINIM
M9 URER DE 161A81
ME9NE. IF SHALL E
NE. EP DE UNDERLYING
CIII A10 INSTAL NM
M Ate F BC BAGOXt
ENT NF MYTH OF ND NAI51&L
E ME LPN. HAONCNNC 9LALL
N6TALSAIIa6
SUCH
BALL DMU
9 REI.
UNDER
OR
UFTS SfAEE
lX R TO
UP
YNWNM
MO SNAIL
ME MATERIAL
MEN i SNAIL
RANMEE
FREE
N if WT
E
ME INSTALLED
ROM ME
STABILIZED.
UYE STABNIZED
ALL REGULATED
IN
GRADE 10
M.
MEMO ME
INSTALLED
1K LACE
E PLACED
PPE PRIOR
THE O Wi
n£ D PRO TC
THE PIPE FOR
ME TIE PGR
E TKE WI40E
a E B -BUBOW
YAWN UFO
FUN ME TOP
ME MATERIAL
BACIMLL FOR
IN TN
9O STANDARD
CC OVAL
TOP OF THE
PLUS 1,
101E
UP TO BOOM
UNLESS ME
WARNED SHALL
E NOT
SHAH BE 18 STONE
MAT MITER THE PIPE S
H A A !NOW t BEDDING a SHLM
E C. E TE SHALL
THE THE L SOIL INC
UME F THE L ALAI
LESS DWI MAC
xo1 E5 MAN STANDARD
9N S
EVERY W BOTH H SHALL W
TRENCH NOM 91ALL
WERE V 6 5' OR LESS
E EJPACTED N C
PLACED. ME BW011
STONE MEETING
I PROCTOR DENSITY. NC
M ROES LARGER MAN
TH E1510 NOT I$ THAT
ME EWVAOON SHALL CONSIST
PAVEMENT 10 ME
MATERIAL ABOVE THE SIINRAOE)
FINAL PAVEMENT ELEVATION
BARiRE WITH B -BORROW
$04
RAIN STORM SEWERS
NEC( CAE ME Mae
RE TOP E SHE PIPE SNAIL
PIff PLUS It
BA TELL KONG ME
95X STANDARD PWDTC
BEM THE STMT E
M INDOT MO SWL BE
*ERE GREATER
FR
SOL E WOOD, OR OTHER
NR RE FNNt DEPTH
BE ME PAVEMENT stool
CIRCUMSTANCES SHALL ME
THAT 2.5 FEEL
EASING 9DORAN AND ELL
DYER DC RIFT
E PAVEMENT AREAS
RAG1B O@Y
PIPE SHALL
UNDER NO
ME PIPE E LESS
OE UNTREATED
HAVING CONTROL
MAN 2 FEET OUTSIDE
HAMILTON COUNTY SURVEYOR'S
OFFICE
RCP Bedding and Backfill Standard
REVISED' iB DBG 2008
2
– :-
APPROVED, . - %4 61
STANDARD PLAN
D -23
KENTON - WAARD. AHILTON COUNTY SURVEYOR DATE
DIA.
WALL
G or T
WT. SEC
A
R
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
3 1/2
15
2
1/4
2
740
6
27
46
73
30
16
12 1/2
11
18
2
1/2
2 1/2
990
9
27
46
73
36
19
15 1/2
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
9 1/2
43 1/2
30
731/2
48
25
1611/16
14
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
1/2
30
3
1/2
3
2190
12
54
19 3/473
3/4
60
31
18 5/16
15
5
33
3
3/4
3 3/8
3150
13 1/358
1/239
1/497
3/4
66
34
23 3/4
17 1/2
1/2
36
4
3 1/2
4100
15
63
34 3/'97
3/4
72
37
24 1/16
20
1/2
42
4
1/2
3 3/4
5380
21
63
35
98
78
43
27 1/4
22
1/2
48
5
4 1/4
6550
24
72
26
98
84
49
28 1/8
22
3/4
54
5
1 /2
4 3/4
8040
27
65
35
100
90
55
32 7/8
24
1/4
60
6
5
8750
30
60
39
99
96
61
36 3/4
24
3/4
66
6
1/2
5 1/2
10630
24
78
21
99
102
67
35 11/16
24
1/4
72
7
6
12520
34
78
21
99
108
73
38 5/6
24
3/4
78
7
1/2
6 1/2
14430
24
78
21
99
114
79
41 15/16
24
1/2
84
8
7
16350
24
78
21
99
120
85
4413/16
24
9
1/32 TAPER PER
INCH PER SIDE.
HORIZONTAL FLARE
NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH
APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION 076.
PRECAST CONCRETE END
SECTION DETAIL
VERTICAL FLARE
SECTION B –B
DIA.
WALL
C
0.0704'
(GROOVE-OUTLET END)
(TONGUE-INLET END)
SECTION A –A
DI A.+
a T
A
R•
m
m
REVISED PER TAC COMMENTS
REVISIONS
re
m K H
or
o I— O z
uJ w <
O w<
U
zo wo
Q >�
Z m m
H- NO
o T-
z QAA
LE
QwN
Z
Z o p R
QZG'Q
< ZWr
C! ->0
V1 Id 1Yd
If o (wi
La
co h
co cn
30 sr
"IC CO
If ▪ 1.e
I m
ea - cs
o • 0'
tn
J
a
E-
0 w
STORM SEWER
HAMILTON COUNTY, INDIANA
CLAY TOWNSHIP
DRAWN BY
KRG
CHECKED BY.
BAH
SHEE NO.
C802
& A JOB NO.
55960PUL