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DIMENSIONS OF GALVANIZED STEEL END SECTIONS' FOR ROUND PIPE ! ,
t
PIPE
DIA.IN
DIMENSIONS
IN INCHE 1 •
DIMENSIONS IN INCHES
'
BODY
L 1 1/2
W2
INCHES
GAGE
`A'±
B'(mllx
H± I
12
16
6
6
6
15
16
7.
8
6
18
16
8
10
6
21
16
9
12
6
24
16
10
13
6
30
14
I2
16
8
36
14
14
19
9
42
12
16
22
11
48
12
18
127
12
54
12
18
30
12
60
12
18
33
12 •
66
12
18
36
12
72
12
18
39
12
78
12
18
42
12
84
12
18
45
12
PIPE
DIAAN
INCHES
DIMENSIONS
IN INCHE 1 •
APPROX
SLOPE
'
BODY
L 1 1/2
W2
12
21 .
24
2 1/2
1 PC.
15
26
30
21/2
1 PC.
IB.
31
36
2 1/2
1 Pc.
21
36
42
2 1/2
1 PC.
24
41
48
2 1/2
I PC.
30
51
60
21/2
1 PC.
36
60
72
21/2
2 PC.
42
69
84
21/2
2 PC.
48
78
90
2 1/4
2 PC.
54
84
102
2 -
2 PC.
60
a7
114
1 3/4
3 P c.
66
87
120
11/2
3PC.
72
87
126
1 1/3
3pc.
78
87
132
1 V4
3PC.
84
87
138
1 1/6
3 PC.
STD. PIPE SIZE 6 CONN. WAGE
GALVANIZED STEEL • PIPE
TYPE CONN.
- ROUND
# I
12" T HR U 24°
� C1 ' •
!
#k 2 •
30" THRU 36"
# 3
42" _T HR U 84"
-
PIPE — A H
C
18"Y-11" T H RU 68!'x36"
#k 2
` 3
65"x40" THRU. 95'1
STANDARD CONNECTIONS TYPE # I SHALL BE CONNECTOR LUG WITH THREADEDROD.
TYPE #2 SHALL BE THREADED ROD WITH ROD HOLDERS.- -
TYPE # 3 SHALL BE RIVETED OR BOLTED CONNECTION.
NOTE : STANDARD DIMENSIONS FOR GALVANIZED STEEL END SECTIONS FOR PIPE -ARCH MAY BE FOUND ON .
MISC. STANDARDS SHEET E2 , DATED JULY, 1972 OF THE INDIANA STATE HIGHWAY STANDARD SPECIFICATIONS.
i
% RM
LOCK SEAM OR RIVETFI7 SPAN �r-- -- SEE STD. CONNECTION
STUB-SHALL BE USED NOTE,THIS DETAIL.
WITH STD. STEEL END SEC.
�p REINFORCED EDGE. L L
BOLTS .OR RIVETS
/!I T I S LOPE
1
4144 — —X \
/GALVA IZED
STEE 1 (12 "c.c. MAX. SPACING)
W TYPICAL CROSS SECTION
TYPICAL ELEVATION PIPE OR PIPE -ARCH WITH#3
TYPICAL PLAN CONN* . T STUB.
SEAM OR
FINISH G RADE/ \l
BACKFILL TO
OUTLET ELEV. �� �•
�C
WITH RIP -RAP 1/3:x' BO TOE PLATE
cults b i
10 GA. METAL (ISHA SPEC.)
Stondord Stawl End Sactlon Datall,,?os,-ola
4A7E C !sell
` CAAIl EV45;9 SL 1401AI6 GATE QET/.1 /L
''STEEL POST 2�6��geoVE ,00JAcE1k/T
f /LG6t7 W�CONC. F /.V• .�Y00R
PAVEnfdNT
0 1
2000 Ps/ co,vc. 0 6"
E LEVAT IO N
LD
Ve,r
's
Noll 1624
STATE
�°`
Fc
� C1 ' •
.
4 1/2'
1Xkx
EARTH BACKFILL
CERTIFIED BY
-
t `r R11rilE.
%,►�
1.
After system Is installed and before Osektilling, the Office of
EXISTING GRADE
FINISH GRADE
x " y EARTH BACKFILL
UNTREATED OLk DWG
PAPER
j'O S
" r" 3 TQ4 N N r"COURSE WASHED GRAVEL
/ ?Yz GA. &Aa8FO wiQE 4" PERFORATED PVC
C� • �. r �%
• •�n �'� >� ABSORPTION LINE CROSS
O I � � ,' � � // Gd . 2 • is ?'•/t%lESN
> >' SECTION NO SCALE
AT CORNERS • oVL
-41, 60 IA. G d L ✓. STEEL o'l
> X
kin � nh. �Y. \�� \%} • I � - �\ ''J � ��
:I I
lk
�Its /
o
N iU
• 2000 OS./. Cojil
7 "P /CAL FE/t/CF QET,Q /L
6uwE Prot,
w
ENO ✓ /El�ti
"GROUT
- -1
8 °MIN.
6 "CONCRETE PAD
• � ? 3
111 1
a CONCRETE BLOCK SAWED ON SLANT
1 q" } I TO FIT SLOPE.
4" POST
PLAN
- ET A 1 C:_"` "" -- - --- 1 CONCRETE BLOCK FILLED
WITH CONCRETE
INLET' DETAIL
• NO SCALE
I
m` c
c rt.
r
.5 "eamr. J1 A9
W //o''Xsc, No. 619 A k4c-
/
+1t'4 REAR
s#¢ /SEBAR
s
C.w.no H � s�iA! ram`*•• .�Y�„ f ��s+ tts:
1. itaqulred absorption field systems
a. 30 wtds trench (see cross section)
NOTE' INVERTS SHOWN ARE SET WITH THE INTENTION b. 80 minimum spacing -center of the to center of tits
c. 3W IIn. feet plus O feet end loops of absorption Iles
OF BEING I BELOW THE ABSORPTWN Ir ESA. 2. koco gal. septic tank slalawn with access riser
3. Soil pipe spec!Mcationst
♦• v
TRASH PAD DETAIL
STANDARD PAVED SWALE
T
vZ
i o 9 �v..w, �� / O a ,✓rte
9° GK•
/O D 'yam
8" H.AC
0
//TW 5�1
a' "53 STONE BASE COMPaCTEO S//BGRDOC �TO 957a S.P.O>
(./ni /MGIM Pit V/.(/G EeTi0,4/- 5Ee Pl/MT. CR066 5ECT/dU)
TYP/CQL /iWI2E7PIOI? D,o91t1, t//`Y SEC 7'10A1
VNR1t"S .SCE AtAly
s0
qv, p .
sp O
L
ROUGh/ 0,94011V0 -0R1 /EoW4 y SECT /Olt/
/77111. /% slope PAC'surface
�2 09 14AC binder
Co -X53 ae agate base.
(Man. 3 , compacted
��•�� \ \ \������ / /� \� '`�
sub 1r7d mod reed proctor -
C3r� t¢. paven-ant X- SectI on
no scale.
�1%/
TYPICAL VALLEY
GUTTER
f' y �� y
C\j
.' •.v xxx
.
4 1/2'
1Xkx
kin � nh. �Y. \�� \%} • I � - �\ ''J � ��
:I I
lk
�Its /
o
N iU
• 2000 OS./. Cojil
7 "P /CAL FE/t/CF QET,Q /L
6uwE Prot,
w
ENO ✓ /El�ti
"GROUT
- -1
8 °MIN.
6 "CONCRETE PAD
• � ? 3
111 1
a CONCRETE BLOCK SAWED ON SLANT
1 q" } I TO FIT SLOPE.
4" POST
PLAN
- ET A 1 C:_"` "" -- - --- 1 CONCRETE BLOCK FILLED
WITH CONCRETE
INLET' DETAIL
• NO SCALE
I
m` c
c rt.
r
.5 "eamr. J1 A9
W //o''Xsc, No. 619 A k4c-
/
+1t'4 REAR
s#¢ /SEBAR
s
C.w.no H � s�iA! ram`*•• .�Y�„ f ��s+ tts:
1. itaqulred absorption field systems
a. 30 wtds trench (see cross section)
NOTE' INVERTS SHOWN ARE SET WITH THE INTENTION b. 80 minimum spacing -center of the to center of tits
c. 3W IIn. feet plus O feet end loops of absorption Iles
OF BEING I BELOW THE ABSORPTWN Ir ESA. 2. koco gal. septic tank slalawn with access riser
3. Soil pipe spec!Mcationst
♦• v
TRASH PAD DETAIL
STANDARD PAVED SWALE
T
vZ
i o 9 �v..w, �� / O a ,✓rte
9° GK•
/O D 'yam
8" H.AC
0
//TW 5�1
a' "53 STONE BASE COMPaCTEO S//BGRDOC �TO 957a S.P.O>
(./ni /MGIM Pit V/.(/G EeTi0,4/- 5Ee Pl/MT. CR066 5ECT/dU)
TYP/CQL /iWI2E7PIOI? D,o91t1, t//`Y SEC 7'10A1
VNR1t"S .SCE AtAly
s0
qv, p .
sp O
L
ROUGh/ 0,94011V0 -0R1 /EoW4 y SECT /Olt/
/77111. /% slope PAC'surface
�2 09 14AC binder
Co -X53 ae agate base.
(Man. 3 , compacted
��•�� \ \ \������ / /� \� '`�
sub 1r7d mod reed proctor -
C3r� t¢. paven-ant X- SectI on
no scale.
�1%/
TYPICAL VALLEY
GUTTER
building to tank and from tank to first distribution boot.
C\j
b. 40 sealod plastic pipe (AST" 3034) from distribution boot to
distribution boot and from distribution book to absorption
4 1/2'
field.
EARTH BACKFILL
C. A1I Hamilton County and State of Indiana Standards to apply.
-
t `r R11rilE.
ti
1.
After system Is installed and before Osektilling, the Office of
_CID
Paul I. Crips. Inc. attention Ursell toot sal Joe Getliff
— III
Department (773 -0132) will be called for fleet inspections.
LOW
Request for "Final Inspection' will require a-24 Your notice to
— i. COUNK WONO 4WEL
the above offices.
2.
POINT
dry.
4
System as designed and shown Is done with the Intention of the
�` "IEAFMATIFO ftAAGM PEE
system being Installed at minimum depths.
4.
O N
... . ' P. C:. .
(R
Natural ground line to remain as much as possible.
S.
Finish grading over absorption field will be done to obtain
`
positive surface drainage away tram field. Any finish grading
done In area of absorption field will be done with light
equipment.
6.
-
3"
field.
7.
I
'YPICAL CURB
(STD. PLAN* 12 -01 -TYPE I)
24"
AIL WITH VAI
keep system in more permeable soils.
�B�NRFACE �A
S. construction contour 1lnos shown should be based xd baton
v �e eonstruetlon begins. Design shaoa Is basgd on contours slwmm.
SOIL TYPE IN AREA OF ABSORPTI&I FIELD IS CROWY
SEE PLAN OR PROFILE WHERE PRECAST CONC. BASE IS USED,
FOR CASTING TYPE (S) 10' CONTRACTOR SHALL REMOVE THE
0.10 STEEL LIFTING STRAPS AND MAKE
FLOWLINE SMOOTH
PV M'T.
GROUT CAP
I 6° BRICK OR BLOCK OR 6° REINFORCED
{
CONCRETE ( IF REIN.CONC. ADJUST TO
x FINISH GRADE W/ MAX. 16" BRICK COURSE)
N 4 S.S.D. W/ CAP END
w , I
LU _ GROUT _ (IF APPLICABLE)
PIPE _
1/2" MORTAR (NOT REQUIRED IF
6
PRECAST CONCRETE)
e 8' CONCRETE PAD
GROUT PIPE TO ACHIEVE POSITIVE DRAINAGE
TO OUTLET PIPE
STREET INLET DETAIL
NO SCALE
A
ri /i9" / � / /Z� f- /N•FLOOR
b 4 v A
A
A
A J
h1l, r \
al
- PAVE/YIEiI/TIsLA,B DETgiZ
CIE MAY BE POURED
MONOLITHIC WITH
STREET FOR CON-
CRETE STREET
GUTTER
SCALE-. NONE
6 "*its.
� <
LA1YDSCAP1AJq 1 SLAG DE TA II!
DETAILS
PROPOSED STORAGE FACILITY P►oj.Pb. 10-5z-5 DWG. TYPE FILE NUMBER SHEET
CLAY TOWNSHIP Drawn MV B r
HAMILTON COUNTY, IN Scale ,Vol/E JOB NUMBER C% 5
OF
Data Data /0 /T /85
a. 40 ASTNI 1785 Schedule 40 solid plastic inside line. from
building to tank and from tank to first distribution boot.
N 4Ra0E
b. 40 sealod plastic pipe (AST" 3034) from distribution boot to
distribution boot and from distribution book to absorption
field.
C. A1I Hamilton County and State of Indiana Standards to apply.
GENERAL NOTES:
t `r R11rilE.
1.
After system Is installed and before Osektilling, the Office of
Paul I. Crips. Inc. attention Ursell toot sal Joe Getliff
(642- 6777), and Bruce Hamilton of Hamilton County Health
Department (773 -0132) will be called for fleet inspections.
w r
Request for "Final Inspection' will require a-24 Your notice to
— i. COUNK WONO 4WEL
the above offices.
2.
Construction of septic system will be done when the soils are
dry.
3.
System as designed and shown Is done with the Intention of the
�` "IEAFMATIFO ftAAGM PEE
system being Installed at minimum depths.
4.
No clay flit material will be placed over absorption field.
(R
Natural ground line to remain as much as possible.
S.
Finish grading over absorption field will be done to obtain
`
positive surface drainage away tram field. Any finish grading
done In area of absorption field will be done with light
equipment.
6.
No construction traffic to be allowed In ores of absorption
field.
7.
All absorption field fingers to be placed at mlalmum depths to
keep system in more permeable soils.
�B�NRFACE �A
S. construction contour 1lnos shown should be based xd baton
v �e eonstruetlon begins. Design shaoa Is basgd on contours slwmm.
SOIL TYPE IN AREA OF ABSORPTI&I FIELD IS CROWY
SEE PLAN OR PROFILE WHERE PRECAST CONC. BASE IS USED,
FOR CASTING TYPE (S) 10' CONTRACTOR SHALL REMOVE THE
0.10 STEEL LIFTING STRAPS AND MAKE
FLOWLINE SMOOTH
PV M'T.
GROUT CAP
I 6° BRICK OR BLOCK OR 6° REINFORCED
{
CONCRETE ( IF REIN.CONC. ADJUST TO
x FINISH GRADE W/ MAX. 16" BRICK COURSE)
N 4 S.S.D. W/ CAP END
w , I
LU _ GROUT _ (IF APPLICABLE)
PIPE _
1/2" MORTAR (NOT REQUIRED IF
6
PRECAST CONCRETE)
e 8' CONCRETE PAD
GROUT PIPE TO ACHIEVE POSITIVE DRAINAGE
TO OUTLET PIPE
STREET INLET DETAIL
NO SCALE
A
ri /i9" / � / /Z� f- /N•FLOOR
b 4 v A
A
A
A J
h1l, r \
al
- PAVE/YIEiI/TIsLA,B DETgiZ
CIE MAY BE POURED
MONOLITHIC WITH
STREET FOR CON-
CRETE STREET
GUTTER
SCALE-. NONE
6 "*its.
� <
LA1YDSCAP1AJq 1 SLAG DE TA II!
DETAILS
PROPOSED STORAGE FACILITY P►oj.Pb. 10-5z-5 DWG. TYPE FILE NUMBER SHEET
CLAY TOWNSHIP Drawn MV B r
HAMILTON COUNTY, IN Scale ,Vol/E JOB NUMBER C% 5
OF
Data Data /0 /T /85