HomeMy WebLinkAbout26 C801 Storm DetailsOFFICE OF THE HAMILTON COUNTY SURVEYOR
L. NEW SURFACE IS TO EL SLOPED
AT THE SAME RATE AS THE
EXISTING S .1zFiCE.
2. COMPACTED AGGREGATE IS TO
BE LAID AT 5" L-F1'S AND 1S 'TO
B COMPACTED TO A KINIAER:
OF 3
3. TRENCH CH SPOIL IS TO BE
REMOVED FF. THE WOP.I{ SITE
'TONE
6 COMPACTED
AGGREGATE
S7ORM SEVER PIPE
REPAIR
;;A).[`iG NOT TO SCALE(
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`-/-7....,--,''''',. ac r"'^y
;:L-4: r�_. I ti V`
t r
l COL1Fk .EC
GRANL:LAR
BAJ FILL
�V �1-`
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t
Vi 0
f� I••� „r'
j f i <✓UA
'tt r y
i. �d ail,'
1
D 1'
DRIVE
HAIAILTON COUNTY SURVEYOR 'S OFFICE
STEEL ALL THREAD
1 LONG
/x" MIN DIAMETER
RE'sISED: 1 IAN 20 :5
ti
APPROVED 4 1 ,•►.1 as
STANDARD PLAIT
ikr
.Lvi LJ
KENT .1 .7 A E{A?CLTCN CCilNT'i SUE':EY3P. v.Arc
OFFICE OF THE HAMILTON COUNTY SURVEYOR
i .1
FOR CONCRETE
END SECTIONS
SUR ACE ON
COMPACTED
T R,
SIDE PROFILE
I a
J
1-, 6yJa
COMPACTED
GRANULAR
i' I E.ACKFILL
x,: a s
p .i
i t 1
I 7 x' l i xf
Cj tiff
j t -I .�x`
I C- t-J.
TOP VIEW
ANGLE AND
QUALITY OF
PIPES WILL
REQUIRE
SPECIAL DESIGN
STEEL ALL THREAD
1 LONG
/x" MIN DIAMETER
HAM I LT 0_ N COUN SU R EYOR'S OFFICE
ti
Y
12 TO 18
w
1'
1.ER ON C. V 'D, HAMILTON 03CIETY SURVEYOR.' DATE
NO
YES
STEEL
!ELI'S t'
SHERS
12 TO 21
30 X 30
APPROVAL
END PROF I LE
t
I
I f
YES
YES
18 TO 21
R I
RIP-REP
OR
REDO MATTRESS
MH /BOX
DESIGN
APPROVAL
YES
YES
sTEEL L READ
sI F.EA
B oLT T.
1 0 KG
21 TO 27
24 X 36. OR
38 X 36
DESIGN
APPROVAL
,?IDT_H OF END 'SECTION
NO
ALLTIEREAD SPACING TO BE TWO PER FOOT
E.: 'I u END SECTION E LTHREAD
24' END SECr1C[•I 4 ALLTHREAD
1DR,AWING NOT TO SCALE)
I-IAMI COUNTY SURVEYOR'S OFFICE
38 X 38
REVISED, i JAN 2:)0-.,•
DESIGN
APPROVAL
APPROVED: 4j ,4 o
STANDARD PLAN-
r
L`
E IT WYF.D, .AXiL:.1i COUNTY :°J. rE':C'R DATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
1" HOT ASPHALTIC
1 'IEI" SURFACE, IS 7 aE SLOPED
Al THE SAME RATE AS THE
EXISTING S E Af E.
EXISTING 2. F'._ EIS..• T IS TO E
s Aw OUT Fop. 4 C EAR 3RE.,.'r
3 C•'}, ACTED AGGREGATE IS k7
BE LACE AT c" LIFTS ANL l5 SO
BE COMPACTED TC MINIMUM
OF •,R..
TO
`C T� BE
4 TRENCH SP,.I.
REl_`ti +ED FROM THE 3t'CRI: SITE
5 1.b" C. •11 SURFACE.
6. BITUMINOUS TACK A ?PLIED.
AS PER INDIANA C PT OF NIOHKAY3
STANEARC s. Et.•.":' AT.o1:S 1993
SICTIONS 409 902
ASPHALT
C..: "RETE (:-I.A.c)
2" H.A_C. BASE
A
R,
SUR ACE ON
COMPACTED
T R,
AC, REG.',T
NOT D SCALE:
1-, 6yJa
COMPACTED
GRANULAR
i' I E.ACKFILL
x,: a s
p .i
i t 1
I 7 x' l i xf
Cj tiff
j t -I .�x`
I C- t-J.
i
REPAIR
(D
ANGLE AND
QUALITY OF
PIPES WILL
REQUIRE
SPECIAL DESIGN
DRIVE
HAM I LT 0_ N COUN SU R EYOR'S OFFICE
CASTING
•3501 TL
TR
I :ErF15ED: 1 :.+.N 20Oi)
12 TO 18
i
APPROVED: 4 4.4 -4oc5
STA' \DARD PLAN
4 1
1.ER ON C. V 'D, HAMILTON 03CIETY SURVEYOR.' DATE
DIA.
OFFICE OF THE HAMILTON COUNTY SURVEYOR
D
STRUCTURE SIZING TABLE
OPTIONS
-METAL
n ;C-
-PRECAST
-CONCRETE
-CONCRETE
PIPE
SIZE
(INCHES)
STRUCTURES
LESS THAN 48"
FROM T/C TO
INVERT
(INCHES)
STRUCTURES
GREATER THAN
48" FROM T/C
TO INVERT
ANGLE AND
QUALITY OF
PIPES WILL
REQUIRE
SPECIAL DESIGN
STEPS
REQUIRED
CURB
CASTING
•R -3501N
CASTING
•3501 TL
TR
R -2
12 TO 18
24 X 24
DESIGN
APPROVAL
NO
YES
YES
12 TO 21
30 X 30
APPROVAL
NO
YES
YES
18 TO 21
R I
RIP-REP
OR
REDO MATTRESS
MH /BOX
DESIGN
APPROVAL
YES
YES
YES
21 TO 27
24 X 36. OR
38 X 36
DESIGN
APPROVAL
NO
NO
YES
12 TO 24
38 X 38
DESIGN
APPROVAL
NO
YES
YES
24 OR LARGER
DESIGN
APPROVAL
DESIGN
APPROVAL
NO
NO
YES
24 OR LARGER
1/2
1,4H/BOX
DESIGN
APPROVAL
YES••
YES
YES
PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX.
*.INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE.
+••SPECIAL NOTE: STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT
WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS
APPROVED.
SPECIAL NOTE: STRUCTURES WILL BE DESIGNED FOR MAXIMUM
FLOW IN PIPES.
SPECIAL NOTE: COUNTY MAY REQUIRE STEPS TO BE INSTALLED
AFTER STRUCTURE IS SET, TO IMPROVE ACCESS.
1280
HAMILTON COUNTY SURVEYOR'S OFFICE
35
REVISED: 1 FEB 2002
73
APPROVED:
STANDARD PLAN
D -18
KENTON C. •'D, HAMILTON OUNTY SURVEYOR E
1/8
DIA.
WALL
D
OFFICE OF THE HAMILTON COUNTY SURVEYOR
OPTIONS
-METAL
n ;C-
-PRECAST
-CONCRETE
-CONCRETE
UNDERWATER
HYDROSEEDG)
a S150
PRECAST
REQUIPES
SEE
TOE
ALL
WALL
SI ))PL:
OPM
DISCHARGE
MULCH OR
BLANKET AS SPECIFIED
5' -:WIN)
NOT ALLOWED
10'
SAFETY LEDGE
E
SEED
R C.P. STORM
FOR END SECTIONS
1:1:01111-HOJ
d T SHOWN EJ
I; I`EW
Ii)
z
R C P. S
3' (MIN.)
R -2
SKIRT
POOL
4
SEWER
END SECTION
ANCHOR
rr
Pr'
ORION l;
BI. A.NKET
530
(CROSS -HATCHED)
SECTION
•o
END
NORMAL
-2 MAX.
NOTCH
OR
a
(DRAWING
13
ANCHOR DETAIL
PLATE
q
C_ a(,° Z<'
L Q_ 1 1
RIP -RAP INTO
SLOPE AS SHOWN
USE RENO MATTRESS
3,
NOT TO SCALE
R I
RIP-REP
OR
REDO MATTRESS
cp
z
4
U
is
e,
r' ,i /2,////
V SODDED AREA is
(CROSS-HATCHED)/
a .tom
c
n v S�
G C
r� .•c
C'. �rS v
t4,3'.. '89
c
o a
k•i 0 1
am•
0 t z I G I Gi.
4S�
740
SEWER 7
n
ST STEEL
NUTS
WASHERS,
46
1
FOR
30
TOP VIEW
LAKE OUTLET
LAKE CROSS
DETAIL
SECTION OPTION
I IAMII,TON COUNTY SURVEYOR'S OFFICE
11
REVISED 1 JAN 2000
18
APPROVED
4.14
STANDARD PLAN
-1
ENTON` C. W 'D,HA, LTO• COUNTY SURVEYOR DATE
9
DIA.
WALL
D
G or T
WT. SEC
A
B
C
D
E
DIA. +1
R -1
R -2
SKIRT
12
R- 1772 -C
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
46
73
30
16
12
1/2
11
3 1/2
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
3/4
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
5
30
3
1/2
3
2190
12
54
19 3/473
3/4
60
31
18
5/16
15
33
3
3/4
3 3/8
3150
13 1/358
1 /2
39 1/497
3/4
66
34
23
3/4
17 1/2
5 1/2
36
6/
4
3 1/2
4100
15
63
34 3/497
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
6 1/4
54
5
1/2
4 3/4
8040
27
65
35
100
90
55
32
7/8
24
60
6
5
8750
30
60
39
99
96
61
36
3/4
24
6 3/4
66
6
1/2
5 1/2
10630
24
78
21
99
102
67
35
11/16
24
7 1/4
72
7
7
6
12520
34
78
21
99
108
73
38
5/8
24
7 3/4
78
7
1/2
6 1/2
14430
24
78
21
99
114
79
41
15/16
24
8 1/2
84
8
7
16350
24
78
21
99
120
85
44
13/16
24
9
Standard
Design
Machined
Horizontal
Vertical
Bearing
D
Wt.
Lbs.
fl 1772
I
HOUSE.
ALL MEASUREMENTS TO BE MEASURED
EGOS
o
o
r
26
4
1 I I I I I I I I 11 1 I
=111=11 1=1 11=111=111=111
UNDERDRAINS REQUIRED IN SWALES
UNDERCUT S CALE HY 0.2' 1 1 1
I TO ALLOW FOR FUTURE SILTING
R- 1772 -C
R- 1772 -CVH
24 1/2
355
OFFICE OF THE HAMILTON COUNTY SURVEYOR
NON- ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL BETWEEN JOINTS.
24" DIAMETER
S NOTE:
4 6' S FENCE "T POST
EXTENSION TO BE SECURED TO STEEL POST
1 IN 2 LOCATIONS
I CAP TAPE TEMPORARY EXTENSION ABOVE GROUND
TO BE REMOVED UPON CONNECTION TO
PROPOSED
GRADE
y
PRECAST CONCRETE ADJUSTER RINGS IF
NEEDED (12 INCHES OF RINGS MAXIMUM).
ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
I
HOUSE.
ALL MEASUREMENTS TO BE MEASURED
N'.
o
o
r
EXTENSION SECURED
TO STEEL POST
18"
FROM HACK OF CURB.
IF EXTENSION IS NOT UTILIZED. IT IS TO BE
CAPPED BELOW GROUND LEVEL.
LATERAL LOCATIONS SHALL BE STAMPED
ON CURB. (SEE CURB STAMP DETAIL)
4
1 I I I I I I I I 11 1 I
=111=11 1=1 11=111=111=111
UNDERDRAINS REQUIRED IN SWALES
UNDERCUT S CALE HY 0.2' 1 1 1
I TO ALLOW FOR FUTURE SILTING
v00 v O U
EXISTING GRADE
r• �'O 0
0O
111=11 I- 111 -h1�
•B WASHED GRAVEL
OR CLASS "A"
0,4
j 1 ��k�1 io
WASHED STONE
REDUCING T
jam;
:r; 4
qn I o� 'f'•41 0
I I I I I I I I I 11 I T I 7
0.2' I
11
REQUIRED
MINIMUM SLOPE 0.30'/. -0.
I I-1 I I 11
a
-I
I o Q 0 1 I I
I I 1 -III o A VEL.
5 (J O Mg G o o
•O o 9
�O.O oZ
I
II I 11 I 1
7:1
MINIMUM 4" SSD MIN.
TYPICAL SSD LATERAL
TO INDIVIDUAL LOTS ALONG
M
12" MIN
TYPICAL SWALE
18" MAX.
MINIMUM 8" SUB SURFACE DRAIN
D PIPE DIAMETER
STREETS
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: 1 FEB 2002
REVISED: 1 JAN 2000
APPROVED: p -21
APPROVED: 44004 °o
STANDARD PLAN
S 1
KENTO C. WARD, HA ILTON COUNTY SURVEYOR DATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
NON- ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL BETWEEN JOINTS.
24" DIAMETER
El
EXISTING GRADE 1
PRECAST CONCRETE ADJUSTER RINGS IF
NEEDED (12 INCHES OF RINGS MAXIMUM).
ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
BS
IF
Apron
11 -1 I T i t-,.
CONDITIONS.
I -1 I 19
T I 1
-1 I I 1 I I =1 I I r 'i° O- -III I
"'P ROPOSED GR
1 I I I I I I I I 11 1 I
=111=11 1=1 11=111=111=111
UNDERDRAINS REQUIRED IN SWALES
UNDERCUT S CALE HY 0.2' 1 1 1
I TO ALLOW FOR FUTURE SILTING
I I I III 11- III 1 I
-I -III -I
WITH LESS THAN 1/. SLOPE
EXISTING GRADE
•1 1 I mo•
-I I I -r r'r 3 MIND
r 1:-- T T�1II
111=11 I- 111 -h1�
r T f 1 1 =I 11=
r
I I II
--r- PROPOSED I GRADE I
I I�1 I I 1 I
I I I I I I I I I 11 I T I 7
0.2' I
11
I I -I
UNDERCUT SCALE BY
TO ALLOW FOR FUTURE
I I
I I-1 I I 11
SILTING'I
I I 11 I I I
DRAIN (SSD) PIPE
GRADIENT.
FOR SIZES
ELEVATIONS.
NOT TO SCALE)
-I
I o Q 0 1 I I
I I 1 -III o A VEL.
5 (J O Mg G o o
•O o 9
�O.O oZ
I
II I 11 I 1
�aE
ICI
PERFORATED SUBSURFACE
O O •16
O o
WITH MINIMUM 0.5%
SEE DEVELOPMENT PLAN
24
(6" MINIMUM) AND INVERT
DETAIL
(DRAWING
TYPICAL SWALE
HAMILTON COUNTY SURVEYOR'S OFFICE
1/2
REVISED: 1 FEB 2002
30
APPROVED: p -21
STANDARD PLAN
D -16
KENTON C. WARD, AMILTON COU TY SURVEYOR
ASTING FRAME AND COVER AS SPECIFIED
NON- ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL BETWEEN JOINTS.
24" DIAMETER
El
SIDE PROFILE
..••a
PRECAST CONCRETE ADJUSTER RINGS IF
NEEDED (12 INCHES OF RINGS MAXIMUM).
ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
BS
IF
Apron
V -bar
CONDITIONS.
CONE TOP TO
MATCH ADJUSTING RING PROFILE.
FULL HEIGHT MANHOL
STEPS AS SPECIFIED.
0-RING GASKET NON-
ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL
AT JOINTS.
BENCH WALLS AT MINIMUM
I/2" PER FOOT SLOPE. BENCH
CONSTRUCTED
LS 0 BE
WALLS
L T
TO SPRING LINE OF PIPE.
C
e
y
a
4."
6" MINIMUM
j90T E:
MANHOLE CONFORMS
TO ASTM 478
48" DIAMETER PRECAST
CONCRETE SECTION
PREFORMED HOLE TO MAXIMUM
Size
OF PIPE 0.0..6" WITH
NON- SHRINK CEMENT GROUT.
NOTE:
STRUCTURES ARE TO BE
GROUTED FULLY, TROWELED
SMOOTH AND BRUSH FINISHED.
REINFORCED BAR
PRECAST BASE
B" OR 8" PER SECTION
Ili' r r'
't 4: i'
MANHOLE
SIZES 12"
4 Q 12" ON CENTER OR
APPROVED ALTERNATIVE
3" MINIMUM
STANDARD
FOR PIPE
MANHOLE BASE SET
ON 8" OF *2 STONE
THRU 24"
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
Inches
REVISED: 1 FEB 2002
REVISED 1 JAN 2000
Arch pipe aprons
STANDARD PLAN
D -2O
APPROVED:
KENTON C. WAR', AMILTON COUNT SURVEYOR
OFFICE OF THE HAMILTON COUNTY SURVEYOR
BBRIS GUARD
THE HAMILTON COUNTY SURVEYOR
SIDE PROFILE
..••a
LAKE
EASEMENT
15' MIN.
CROSS SECTIONS
OPTION 2
Apron
V -bar
No. of
H -bar
Bolt
"A"
NORMAL POOL
Size
Size
H bars
Size
Die.
Dim.
Inches
Inches
Req'd
Inches
Inches
Inches
REVISED 1 JAN 2000
Arch pipe aprons
18
1/2
3
5/8
1/2
5
TURNS UP TO 45 DIM
24
5/8
4
3/4
1/2
7
30
6/8
4
3/4
1/2
7 1/2
C•
38
3/4
4
1
1/2
10 1/2
Y
i
v
YY
n"'
42
3/4
4
1
3/4
11
r
fi f f/�'
48
3/4
4
1 1/2pi
3/4
12
54
3/4
4
11/2Pipe
3/4
12
60
3/4
5
11/2Pipe
3/4
14
72
3/4
5
11/2pipe
3/4
14
84
3/4
8
I1/2pipe
3/4
15
TOP VIEW
ao�r ro •raon e• race o':
eons or coeca'ee
12
1/2
3
5/8
1/2
4
15
1/
3
5 /8
1/2
4 1
18
1/
4
5 /8
1
4 1
21
1/
4
5 /8
1/2
5
OD
24
6/
4
3 /4
1
5
27
5/
4
3 4
1/ 2
5 1/2
3 0
5/
4
3 /4
1/2
5 1
8
3/
4
1
3/ 4
8
42
3/4
4
1
314
8
+rn
48
3/4
5
1
3/4
8
=IMO
.11
I liiiiiiik
au ,i
3/4
5
tI /2pipe
3/4
8
nc
60
3 4
5
l i e
2
/P P
3/4
8
_S
68
3/4
6
1 /2pipe
3/4
8
72
3/4
6
1 /2pipe
3/4
9
84
3/4
7
1 /2Pipe
3/4
10
90
3/4
7
1 /2pipe
3/4
14
NOTES:
1. BARS PLATES ARE HOT- ROLLED STEEL.
2. BARS, PLATES, PIPIE ARE FINISHED
WITH 2 COATS OF ALUMINUM PAINT.
3. BOLTS ARE GALVINIZED
4. NO REBAR THROUGH PIPES WILL BE ALLOWED
5. DEBRIS GUARD SHALL BE REMOVABLE
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED, 1 JAN 2000
APPROVED: 4JA+•'oo
STANDARD PLAN
D-12
KEN C. WA HAMILTON COUNTY SURVEYOR DATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
OFFICE OF
THE HAMILTON COUNTY SURVEYOR
k
LAKE
EASEMENT
15' MIN.
CROSS SECTIONS
OPTION 2
PRECAST CONCRETE ADJUSTER RINGS IF
„Ati NEEDED ;I2 INCHES OF RINGS MAXIMUM).
100 YEAR
2' FREEBOARD MIN.
1
EMERGENCY
SPILLWAY
AT 100 YEAR
i VARIES
V
NORMAL POOL
4
2' MAX.
PIPE
B' MIN.
1 I
10' MIN. 1
USE OUTLET OPTION 2
(DRAWING
r
NOT TO SCALE,
HAMILTON
COUNTY SURVEYOR'S OFFICE
96"
48"
GREATER THAN 45 TO 90 DEG
REVISED 1 JAN 2000
APPROVED
1 4i A4p
STANDARD PLAN
D 7
KENT•' C. WARD ,I MILTON COUNTY SURVEYOR DATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
CASTING PRrl1t6 STANDARD MANHOLE
AND COVER AS
66"
SPECIFIED
SPECIFIED nuemt•+,a:•zrc••.
FOR PIPE SIZES 24" THRU
NON ASPHALTIC
MASTIC RUBBER OR
BUTYL
SEAL BETWEEN
JOINTS
5" MINIMUM,
V.
PI
PRECAST CONCRETE ADJUSTER RINGS IF
„Ati NEEDED ;I2 INCHES OF RINGS MAXIMUM).
0. 24" r/
D1AlEETER STANDARD PRECAST MANHOLE CAP OR CONE
1
DIAMETER
F
5 IdI 'MUM
r
2;f,� 4'
MANHOLE
PIPE
PIPE TURNS
1M
l
r
NON ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL BETWEEN JOINTS
DIA "F"
DIA. "G"'
96"
48"
GREATER THAN 45 TO 90 DEG
98"
54 "-68"
UP TO BO DEG
84"
42"
GREATER THAN 44 TO 90 D
84"
48"
TURNS UP TO 45 DIM
72"
42 "-46"
UP TO 45 DEG
80"
33 -38"
STRAIGHT THRU
t8"
24" -53''
GREATER THAN 45 TO 90 DEG
TYPICAL
_..-.-.-.-r---_________
80"
1,
r'4 FULL HEIGHT MANHOLE
STEPS AS SPECIFIED
f.
CONCRETE. REDUCER CAP
r
NOTE
-MANHOLE CONFORMS TO
AETM C -478
-NO BRICK OR BLOCK WELL
BE ALLOWED IN MANHOLE
-0 -RING GASKET. NON
ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL
BETWEEN JOINTS
PREFORMED HOLE TO MAXIMUM
OP PIPE O .D •8 WITH
NON- SHRI CEMENT GROUT
BENCH WALLS AT MINIMUM
0
0
0.
"F"
Y
i
v
YY
DIA.
1' MIN. OVER/
HIGHEST PIPE
f i
S"+r 1
1
0
7
y PER FOOT SLOPE. BENCH
WALLS TO BE CONSTRUCTED
70 SPRING LINE OF PIPE.
3.a MIN.
r
fi f f/�'
B" II[N.
r
3 MIN a JII /7' lRl /r1Jf
ONE COMPLETE UNIT OF PRECAST CONCRETE
(DRAWING NOT TO SCALE! MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED 1 FEB 2002
�D
APPROVED' f Z
NTY
STANDARD PLAN
D-21
SURVEYOR
KENTON C. H' 1, HAMILTON COU T
f
f
VARIES
8"
4
1/2' MORTAR
SLOPE 2' TO
CENTER
4 1
e a
e
0" IN-
MATCH CASTING OPENING
26"
.71--1L-1 IH
8"
COMPLETELY SEAL CASTING BEARING
SURFACE WITH 3.1 MIXTURE OF SAND
AND PORTLAND CEMENT.
8' PRECAST CONCRETE
NOT-TO-SCALE
a
00
T
ALL CASTINGS SHALL BE LABELED "DUMP
NO WASTE- DRAINS TO WATERWAY"
8
R- 3501 -L2 NEENAH CURB INLET
FRAME, GRATE CATCH BASIN DETAIL
MATCH CASTING OPENING
TOP VIEW
8'
_R- 3501 -N
Inlet for Roll Type Curb
Heavy Duty
Not recommended for bicycle traffic.
Iu1Iuu1II1I I I IflIif
Vi44 '413 ■14116 6
A 'r
10' -0"
t
3' -0"
6--8. AN RIA AP
RIP -RAP DETAIL
NOT -TO -SCALE
5' -0"
5' -0"
DIA.
WALL
C
•A•
DIA. +1
0.0669'
(GROOVE- OUTLET END)
(TONGUE -INLET END)
SECTION A -A
A
DIA.
PRECAST CONCRETE END
SECTION DETAIL
"B"
SKIRT
D
1/32 TAPER PER
INCH PER SIDE.
HORIZONTAL FLARE
NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH VERTICAL FLARE
APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. SECTION B -B
J
OFFICE OF THE HAMILTON COUNTY SURVEYOR
Catalog No.
Heavy Duty
1. MACHINED OR NON- ROCKING
BEARING SURFACES.
NOT -TO -SCALE
NOTE:
ALL STRUCTURES GREATER
THAN THREE FEET IN DEPTH
MUST BE ACCESSIBLE AND
HAVE STEPS. THE FIRST STEP
FROM TOP OF CASTING TO BE
THEN 24" MAX., THEN 16"
ON- CENTER.
11111
Sp F
19358
is STATE OF Q
No
TONAL E 0
"II111111
MACHINED HORIZONTAL
VERTICAL BEARING SURFACE
STORM MANHOLE DETAIL R- 1772 -C
5' -0"
DITCH GRATE CASTING SETTING DETAIL
NEENAH R -4342 STOOL TYPE DITCH GRATE
NOT -TO -SCALE
DO
3
3 m
0
J
W
D
0
w
LLJ
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0 0
z
JOB NO.45370EQU
m
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a
CO
Q
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Q
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z
z
w
0
a
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I
z
z
LU
U
SHEET NO.
(801
SA4537051\dwg\C801-Storm Details.dwg, Layout, 2/28/2005 8:28:15 AM, zmaggard, 1:1
CONSULTING ENGINEERS LAND SURVEYORS
INDIANAPOLIS
MATCH CASTING OPENING
REVISIONS