HomeMy WebLinkAbout41-96.7"DON'T DIG BLIND"
CON Monday through Frkloy -7 AY to 6 PM
1-800 1-800
382 -5544 428 -5200
Othk, Indiana Outside Indima
PER INDIANA STATE LAW IS -69 -1991, IT IS
AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS
BEFORE COMMENCING WORK,
NOTES:
EXPANSION JONTS ARE REQIIRED AT STORM INLETS.
CONMACT04 JOINTS SHOULD BE INSTALLED AT 10' SPACINGS
SPACING SHALL BE 5' ON CURVE RADII 24
CONTRACTION JOINTS SHALL K TOOLEO OR SAAR IN Q'
CONTINUOUSLY POURED CURBS TO A DEPTH Or 1/2- MN
TOPSOIL '
II �
� 00
a a
s �
0 �
BACKFILL - m
s �
o
SUBGRADE AGGREGATE
DEPTH VARIES
CONCRETE ROLL CURB & GU T TER SEC TION
TYPE 1 (NO SCALE)
PIPE SIZE
(DW "C)
MANHOLE (DIA. -F-)
PIPES ENTERING/
LEAVING AT
0 -45 DEGREES
M44HOLE (DU. 'F-)
PIPES ENTERING/
LEAVING AT
45 - -90 DEGREES
27"-3Cr
60'
ISM
33' --w
50'
7Y
47
7Y
g4•
48'
77
gg
FOR PIPE SIZES 27" —48"
(NO SCALE)
1/2" PERFORMED JOINT FILLER
V
TRANSVERSE JOINT z
V b
z z
0
a
0-
{.I x
i w
w
W
z r
W W
y1 m
m°
E
0
o TRANSVERSE JOINT 0
112- PERFORMED JOINT FILLER
4.0' min
4" CONCRETE
I I ,I II.II I II
PREPARED SUBGRADE
TYPICAL SIDEWALK SECTION
(NO SCALE)
COVERS SEALED
IN PLACE
USE 6" PVC PIPE
UNLESS OTHERWISE
SPECIFIED
'70
Of
LONG RADIUS CURVE
FT
1%8" % 11 FT
ISOMETRIC
PLAN
TYPICAL HOUSE CONNECTION
TO MAIN SANITARY SEWER
(NO SCALE)
0 + I' 10'
—I —I NOTE. ON TAPS TO ANGLE VALVE
-III III -LINES SMALLER THAN I pROTECTED o
—I I I_I4" OIAM. EITHER A YNT}f PLASTIC
II11 I I I I -
TAPPED TEE OR A BE US£ DDLE SHALL
WRAP
�II11 ill!: i
[III I j Ill �
I " CORP
COCK
=III
t" C PER SERVICE
PIPE TO B£ SUPPORTED ALONG ENTIRE
LENGTH - EXCAVATE FOR EACH ONT
WA TER SER VICE INS TA L L A TION
(NO
SCALE)
FINISH GRADE OR PAVEMENT
,�-NEENAH R -1642 OR EQUAL
—CASTING FRAME & COVER AS SPECIFIED
MANHOLE
NON- ASPHALTIC MASTIC
PRECAST CONC.
OR BUM RUBBER SEAL
ADJUSTER RINGS
BETWEEN JOINTS
IF NEEDED (12 MAX.)
LEAVING AT
(DIA "C)
STANDARD PRECAST MANHOLE
45 -90 DEGREES
4' -0" DIA. CAP OR ECCENTRIC CONE
48-
FULL HEIGHT MANHOLE
24
STEPS AS REQUIRED
4e'
IT 16" (TYP.)
- NO BRICK OR BLOCK WILL
5'
BE ALLOWED IN MANHOLE
CONCRETE REDUCER CAP
- O-RING GASKET NON-
NOTE:
ASPHALTIC MASTIC OR
- MANHOLE CONFORMS TO
BUTYL RUBBER SEAL
ASTM C -478
BETWEEN MANHOLE JOINTS
DIAMETER "F" - NO BRICK OR BLOCK WILL
31136
6" BE ALLOWED IN MANHOLE
- STRUCTURES ARE TO BE
- 0 -RING GASKET
GROUTED, FULLY TROWELED
NON- ASPHALTIC MASTIC
SMOOTH, AND BRUSH FINISHED
OR BUM RUBBER SEAL
1141
DIAMETER BETWEEN MANHOLE JOINTS
4
1/Z PER FOOT SLOPE
3" MIN.
1/2' PER FOOT SLOPE.
O.D. +6" PACK WITH NON- SHRINK GROUT
INVERT ELEVATION
101161
�-
J MIN.
BASE SHALL BE PRECAST
60
AND ggHALL HAVE J4 BARS
CROSS --
GRANULAR LEVELING MATERIAL AT 12' O.C. BOTH WAYS
NEENAH R- 1980 -C 0 -RING GASKET
REQUIRED FOR PRECAST BASE
STANDARD
STORM MANHOLE
FOR PIPE SIZES 27" —48"
(NO SCALE)
1/2" PERFORMED JOINT FILLER
V
TRANSVERSE JOINT z
V b
z z
0
a
0-
{.I x
i w
w
W
z r
W W
y1 m
m°
E
0
o TRANSVERSE JOINT 0
112- PERFORMED JOINT FILLER
4.0' min
4" CONCRETE
I I ,I II.II I II
PREPARED SUBGRADE
TYPICAL SIDEWALK SECTION
(NO SCALE)
COVERS SEALED
IN PLACE
USE 6" PVC PIPE
UNLESS OTHERWISE
SPECIFIED
'70
Of
LONG RADIUS CURVE
FT
1%8" % 11 FT
ISOMETRIC
PLAN
TYPICAL HOUSE CONNECTION
TO MAIN SANITARY SEWER
(NO SCALE)
0 + I' 10'
—I —I NOTE. ON TAPS TO ANGLE VALVE
-III III -LINES SMALLER THAN I pROTECTED o
—I I I_I4" OIAM. EITHER A YNT}f PLASTIC
II11 I I I I -
TAPPED TEE OR A BE US£ DDLE SHALL
WRAP
�II11 ill!: i
[III I j Ill �
I " CORP
COCK
=III
t" C PER SERVICE
PIPE TO B£ SUPPORTED ALONG ENTIRE
LENGTH - EXCAVATE FOR EACH ONT
WA TER SER VICE INS TA L L A TION
(NO
SCALE)
FOR PIPE SIZES 12" —24"
(NO SCALE)
O_
L D /
-- FINISH GRADE OR PAVEMENT
,�-NEENAH R -1642 OR EQUAL
PRECAST CONCRETE ADJUSTER
MANHOLE
MANHOLE
24' INSIDE DIAMETER
PIPES ENTERING/
PIPES ENTERING/
PPE SIZE
LEAVING AT
LEAVING AT
(DIA "C)
0 -45 DEGREES
45 -90 DEGREES
12" -21'
48-
44-
24
41f
4e'
FOR PIPE SIZES 12" —24"
(NO SCALE)
O_
L D /
-- FINISH GRADE OR PAVEMENT
,�-NEENAH R -1642 OR EQUAL
PRECAST CONCRETE ADJUSTER
-KENT SEAL
ASTING FRAME & COVER AS SPECIFIED
1.
24' INSIDE DIAMETER
" NON- ASPHALTIC MASTIC
PRECAST CONIC.
OR BUM RUBBER SEAL
ADJUSTER RINGS
_ BETWEEN JOINTS
IF NEEDED (12 MAX.)
n
NOTE:
FULL HEIGHT MANHOLE
- MANHOLE CONFORMS TO
STEPS AS REQUIRED
ASTM C -478
r - --°
I —I I I
'BLUEGRASS" AND 600/ /ACRE 12 -12 -12 FERTILIZER
- NO BRICK OR BLOCK WILL
—III III
BE ALLOWED IN MANHOLE
- F--1
- O-RING GASKET NON-
----- L_L____ ECCENTRIC CONE OR CONC-
ASPHALTIC MASTIC OR
REDUCER CAP AS REQUIRED
BUTYL RUBBER SEAL
BY SITE CONDITIONS CONE
BETWEEN MANHOLE JOINTS
TOP TO MATCH ADJUSTING
31136
RING PROFILE
- STRUCTURES ARE TO BE
16' (TYP)
GROUTED, FULLY TROWELED
9 18
SMOOTH, AND BRUSH FINISHED
4' - -0" DIA.
1141
6"
4
BENCH WALLS AT MINIMUM
PREFORMED HOLE TO MAXIMUM OF PIPE
1/2' PER FOOT SLOPE.
O.D. +6" PACK WITH NON- SHRINK GROUT
BENCH WALLS TO BE
101161
DIA "C" CONSTRUCTED TO SPRING
J MIN.
r ' . ' LINE OF PIPE
60
INVERT ELEVATION
CROSS --
U U
NEENAH R- 1980 -C 0 -RING GASKET
BASE SHALL BE PRECAST
W
3• MIN. AND HALL HAVE 14 BARS
48'
AT 12 O C BOTH WAYS
6"- /2 STONE LEVELING BASE
REQUIRED
BUTYL RUBBER COATING
4' DIAMETER
II
FOR PRECAST CONC
STANDARD
STORM MANHOLE
FOR PIPE SIZES 12" —24"
(NO SCALE)
O_
L D /
(NO SCALE)
12 -(MIN) COVER REQUIRED
IF SDR 35 PIPE USED
6' (min) sholl be increased
to 12" if remaining bockfill
material contains larger perticles
CL II Material (ASTM 0- 3221 -74
SEC. 6>1.2) Comp to 85% STD.
proctoer density, or CL III Material
(ASTM D- 2321 -74 SEC. 6.1.3) Comp.
to 90% STD proctor density.
CL. I Material (ASTM D -2321-
74, SEC. 6.11) #4 stone comp.
D /6(min) in accordance with ASTM 0-
2321-74 SEC, 9.1.1.
D /8, 4'(m in )
Work sufficient material under spring
line to provide adequate side support.
TYPICAL BEDDING SECTION
FOR PVC SEWER PIPE
PER ASTM D- 2321 -74 (NO SCALE)
PLAN VIEW
STRAW BALES BURIED 3"
STORM BEEHIVE
3' - #4 REBAR STAKE
2'X6' SILT TRAP
TYPICAL SLOTTED RISER
(CAN BE USED INSTEAD
OF STRAW BALES)
TYPICAL SLOTTED RISER
(CAN BE USED INSTEAD
OF STRAW BALES)
STORM BEEHIVE
3' -/4 REBAR STAKE
STRAW BALES BURIED 3'
C\ 2'x6' SILT TRAP
X, \ �-
SECTION WEW
STRAW BALE PLACEMENT
FOR EROSION CONTROL
(NO SCALE)
SLOP E£NAH R -4342 OR EQUAL - NEENAH R -2564 OR EQUAL
£ 1 /4 " /1FT TC ELEVATION //
NEENAH R- J501 -N -
STONE I =I I= T C ELEV '� Ertl T C £LEV —
III
=III
- L��
�� MONOLITHIC OR
2" WEEP HOLES PRECAST CONCRETE 2" ME£P HOLES
CONSTRUCTION
BLOCK OR , J2 STONE /'2 STONE
CONC. WALLS . /^ CONC WALLS , , CONIC WALLS I2 STAN£
=III = I I =11 =III I I_I 74
Q - 1 4' I- 111=11 W R _ •` 24' Dlo. �I I I-L I I w k D a. —LLL
_ I— . 24" 1
Lu si
I I 4 314 (tyvJ 4 314' (typ.)
I JII TIW
III
II ,, VAR. PIPE Sl -I III-1 VAR, PIPE SIZE VAR. PIPE S1 £
VAR PIPE SIZE IB- MAX =1 I I ` VAR. PIPE SIZE
III= lB" MAX 111= '` 1B' MAX 18" MAX
!1 IB' MAX
;-.
J' S0. CONC. BASE --{ 4' -0" S0. COVC. BAS£ -{ 4' -0" S0. CONIC BASE --�
(1) LINE 0.116" PIPE MESH W.W.F. (1) LINE 0.116" PIPE MESH W.wF. (1) LINE 0.116" PIPE MESH wwF.
CURB INLET DITCH GRATE INLET EARTH DITCH INLET
(NO SCALE) (NO SCALE)
(NO SCALE)
NOTE: ANY STORM INLETS THAT ARE DEEPER THAN 3' WILL BE ACCESSABLE WITH STEPS
#4 RE- -BAR WELDED TO
M.E.S. W// 4" OPENINGS
FOR DF BRIS /ANIMA[_ G(IARP.
SPECIAL END SEC. DETAIL W /DEBRIS /ANIMAL GUARD
;NO SCALE)
EROSION CONTROL:
GA.
,�-NEENAH R -1642 OR EQUAL
PRECAST CONCRETE ADJUSTER
-KENT SEAL
RINGS: 4" MIN -12' MAX.
R FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION
I•- wAYAQ ^I
r -L�cal w a w
My
PROTECTION. AFTER GRADING, ALL CONSTRUCTION AREAS ARE TO BE
SEEDED AS FOLLOWS:
A. SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION ri�
1/2" PLASTER
32'
LIMITS WITH 5# /ACRE - REDTOP GRASS ", 20/ /ACRE -RYE " I —,I—
GRASS', 20 / /ACRE "BLUEGRASS', 25/ /ACRE "FESCUE" AND
8 \ \ TAPERED CONE SECTION
GRADE AS SHOWN
ON PLANS
600/ /ACRE 12 -12 -12 FERTILIZER
B CUT/FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE
1'_4' 1 LINE OF .24'
-
WITH 25/ /ACRE - FESCUE -, 20/ /ACRE 'RYE GRASS ". 15/ /ACRE
8'
I —I I I
'BLUEGRASS" AND 600/ /ACRE 12 -12 -12 FERTILIZER
8' NOTE: MANHOLE SHALL CONFORM
—III III
C SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPLIED FOR
TO ASTM C -478. JOINTS SHALL
I
0
o
CONFORM TO ASTM C -443.
16'
HARDWOOD OR EROSION CONTROL MAT.
1' -4'
32'
D DEVELOPERS OPTION: CONSTRUCTION AREAS REQUIRING EROSION
31136
OR
CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED
AND FERTILIZER SPECIFICATIONS.
DRAINAGE
48'
9 18
( OF SDf DITCH
1 9
1141
1'- 4'
4
t
1 PC.
• 5'--d WHERE REQUIRED BY ORDNANCE.
36 22
8'
101161
... ACLITAL wIDTH TO BE BASED ON HYDRAULIC REOLXREMENT OF SPECiIC SITE.
6
39
60
C I M H STEPS
CROSS --
U U
NEENAH R- 1980 -C 0 -RING GASKET
1
W
OR EQUAL
�_—
48'
z
BUTYL RUBBER COATING
4' DIAMETER
II
P
N
I FILL WITH CONCRETE
1
7
GROUT
. X r JJFTING RING
II , X II RECAST ONLY
POURED IN PLACE
/4 BARS -t2' O.C. BOTH WAYS R PRECAST
f
6'
NOTE BEDDING FOR MANHOLE SHALL
BE A MINIMUM OF
6 - -18 STONE BASE ON
6 - -02 STONE BASE
STANDARD MANHOLE DETAIL
(NO SCALE)
12 -(MIN) COVER REQUIRED
IF SDR 35 PIPE USED
6' (min) sholl be increased
to 12" if remaining bockfill
material contains larger perticles
CL II Material (ASTM 0- 3221 -74
SEC. 6>1.2) Comp to 85% STD.
proctoer density, or CL III Material
(ASTM D- 2321 -74 SEC. 6.1.3) Comp.
to 90% STD proctor density.
CL. I Material (ASTM D -2321-
74, SEC. 6.11) #4 stone comp.
D /6(min) in accordance with ASTM 0-
2321-74 SEC, 9.1.1.
D /8, 4'(m in )
Work sufficient material under spring
line to provide adequate side support.
TYPICAL BEDDING SECTION
FOR PVC SEWER PIPE
PER ASTM D- 2321 -74 (NO SCALE)
PLAN VIEW
STRAW BALES BURIED 3"
STORM BEEHIVE
3' - #4 REBAR STAKE
2'X6' SILT TRAP
TYPICAL SLOTTED RISER
(CAN BE USED INSTEAD
OF STRAW BALES)
TYPICAL SLOTTED RISER
(CAN BE USED INSTEAD
OF STRAW BALES)
STORM BEEHIVE
3' -/4 REBAR STAKE
STRAW BALES BURIED 3'
C\ 2'x6' SILT TRAP
X, \ �-
SECTION WEW
STRAW BALE PLACEMENT
FOR EROSION CONTROL
(NO SCALE)
SLOP E£NAH R -4342 OR EQUAL - NEENAH R -2564 OR EQUAL
£ 1 /4 " /1FT TC ELEVATION //
NEENAH R- J501 -N -
STONE I =I I= T C ELEV '� Ertl T C £LEV —
III
=III
- L��
�� MONOLITHIC OR
2" WEEP HOLES PRECAST CONCRETE 2" ME£P HOLES
CONSTRUCTION
BLOCK OR , J2 STONE /'2 STONE
CONC. WALLS . /^ CONC WALLS , , CONIC WALLS I2 STAN£
=III = I I =11 =III I I_I 74
Q - 1 4' I- 111=11 W R _ •` 24' Dlo. �I I I-L I I w k D a. —LLL
_ I— . 24" 1
Lu si
I I 4 314 (tyvJ 4 314' (typ.)
I JII TIW
III
II ,, VAR. PIPE Sl -I III-1 VAR, PIPE SIZE VAR. PIPE S1 £
VAR PIPE SIZE IB- MAX =1 I I ` VAR. PIPE SIZE
III= lB" MAX 111= '` 1B' MAX 18" MAX
!1 IB' MAX
;-.
J' S0. CONC. BASE --{ 4' -0" S0. COVC. BAS£ -{ 4' -0" S0. CONIC BASE --�
(1) LINE 0.116" PIPE MESH W.W.F. (1) LINE 0.116" PIPE MESH W.wF. (1) LINE 0.116" PIPE MESH wwF.
CURB INLET DITCH GRATE INLET EARTH DITCH INLET
(NO SCALE) (NO SCALE)
(NO SCALE)
NOTE: ANY STORM INLETS THAT ARE DEEPER THAN 3' WILL BE ACCESSABLE WITH STEPS
#4 RE- -BAR WELDED TO
M.E.S. W// 4" OPENINGS
FOR DF BRIS /ANIMA[_ G(IARP.
SPECIAL END SEC. DETAIL W /DEBRIS /ANIMAL GUARD
;NO SCALE)
EROSION CONTROL:
GA.
DIMENSIONS
A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING
12-0' PAVprprt 3' -0' 7'.0' MN. 11' -O' MN. 2' -(i
a._O. ••
R FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION
I•- wAYAQ ^I
r -L�cal w a w
My
PROTECTION. AFTER GRADING, ALL CONSTRUCTION AREAS ARE TO BE
SEEDED AS FOLLOWS:
A. SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION ri�
EROSION CONTROL SEEDING LIMITS
VARIABLE
EROSION CONTROL SEEDING LIMITS
VARIABLE -- - - - --
VARIABLE
LIMITS WITH 5# /ACRE - REDTOP GRASS ", 20/ /ACRE -RYE " I —,I—
GRASS', 20 / /ACRE "BLUEGRASS', 25/ /ACRE "FESCUE" AND
III— J I
III sLOPE
GRADE AS SHOWN
ON PLANS
600/ /ACRE 12 -12 -12 FERTILIZER
B CUT/FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE
- —III
I
-
WITH 25/ /ACRE - FESCUE -, 20/ /ACRE 'RYE GRASS ". 15/ /ACRE
,y PEA FT MN
I —I I I
'BLUEGRASS" AND 600/ /ACRE 12 -12 -12 FERTILIZER
III
—III III
C SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPLIED FOR
, 4" PER FT
0
EROSION AND SILT CONTROL. MULCH MAY BE STRAW, SHREDDED
-OK
1PC
HARDWOOD OR EROSION CONTROL MAT.
t
C
dE)!T SECTION AS REQUIRED J73 STOW
SIDEMALx "RE
D DEVELOPERS OPTION: CONSTRUCTION AREAS REQUIRING EROSION
31136
BY ORDeANCE
L 27' -rF WIN
CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED
AND FERTILIZER SPECIFICATIONS.
DRAINAGE
SWAGE SF( -TIDN
3500 P S.' ^ --
A —
(NO SCALE)
Varies Width Varies Contraction Joint (typ
Mi e)
4' Min. \
SECTION B –B SECTION C –C
Place expansion )oinl at bock Pavement Romp Sldew )IF
of curb line or at sidewalk
fine.
Side slopes varies --
uniformly to o maximum of -
4 " /ft of gutter line - _ - --
�_�� -- 4"
_ Slope 1' /ft.
SECTION A -A
SIDEWALK RAMP FOR HANDICAPPED
50' RIGHT -OF -WAY
10' 30' (26' CUL -DE -SAC) 10'
(12' CUL -DE -SAC) 15' (13' C (12' CUL-DE-SAC)
(T3' CUL -DE -SAC)
1'(min) 4 2' LOCATION OF 2' SL Pf
PROFILE GRADE 1/4 /FT
rAikim LEVEL LINE R WN 1 4" FL " - - --
CONC. WALK
1 " -H .A C. SURFACE
CONIC ROLL CURB
3 " -H A C BINDER
5 - -/53 STONE
4 - - #2 STONE
TYPICAL SECTION—LOCAL S TREE T
(NO SCALE)
40 FT HALF R
GA.
DIMENSIONS
When Hydrants Are Set In
12-0' PAVprprt 3' -0' 7'.0' MN. 11' -O' MN. 2' -(i
a._O. ••
1._O.
I•- wAYAQ ^I
r -L�cal w a w
My
I L
1.51
�TVv
W-M
18 tt
16
7
T SAN R smc 1' -(i •..
SLOPE
19
1j2I
,y PEA FT MN
1 /2- PEN FT
SLOPE
16
SLOPE. I i PER R
41
, 4" PER FT
0
�.OPEI/4'
k 6
-OK
1PC
2 16
t
C
dE)!T SECTION AS REQUIRED J73 STOW
SIDEMALx "RE
REO.—
31136
BY ORDeANCE
L 27' -rF WIN
4
_115-C
I�
9 18
( OF SDf DITCH
1 9
1141
VARIATION FROM THIS SHALL BE APPROVED N WRMNG By COUNTY ENG04EEIR
4
4
1 PC.
• 5'--d WHERE REQUIRED BY ORDNANCE.
36 22
1 14 1
101161
... ACLITAL wIDTH TO BE BASED ON HYDRAULIC REOLXREMENT OF SPECiIC SITE.
6
39
60
HAMILTON COUNTY HIGHWAY STANDARD
CROSS --
SECTION
COLLECTOR S TREE T w/o CURB
(NO SCALE)
1' -H A.C. SURFACE
3' -H.A.0 BINDER
5 - -053 STONE
4 - -/2 STONE
uLAwrAt,ICV uRANULAM SUBGRADE
A SPHA L T PA VIN G SECTION
DEDI CA TED S TREE T R/W
(NO SCALE)
1 112 " -H A C SURFACE
ii /i
/1- 4 " -H .A C BINDER
5 " - #53 STONE
4 " - #2 STONE
COMPACTED GRANULAR SUBGRADE
ASPHAL T PA VING SECTION
WITHIN ROHRER ROAD fRi W_
(NO SCALE)
ALE 1
a
o.
0
w
PIPE ARCH
DIME".
GA.
DIMENSIONS
When Hydrants Are Set In
SLOPE
(APP.)
BODY
A
1't
B
H
MAX.
I L
1.51
I W
2t
SPAN RISE
18 tt
16
7
6
21124
19
1j2I
.5
1 P .
2 13
16
I 8' Lower Section
10
26
0
The Hydrant Is Installed
1
1PC
2 16
16
8
1
31136
QN
4
_115-C
1
9 18
16
1 9
1141
36
4
4
1 PC.
1 P
36 22
1 14 1
101161
6
6
39
60
2 5
1 PC.
43 27
14 1
1
1
51
4
7 51
2.5 11
P
PIPE
DIA.
G. A.
DIMENSIONS
When Hydrants Are Set In
SLOPE
(APP.)
BODY
A
1't
B
MAX
H
1'
L
1.51
W
2t
I —I I I -T -V• ITr
16
6
6
6
21124
.5
1 PC.
IS
16
7
I 8' Lower Section
6
26
0
The Hydrant Is Installed
1
I
16
8
10
6
31136
QN
2
_115-C
16
= III =III =III
t
6
36
4
1 PC.
6" Min.
16
10
13
6
41
48
2.5
1 PC.
14
1
1
51
(NO SCALE)
1 P .
14
14
1
7
1 P .
PLAN REINFORCED
1 EDGE 1§0 25 1 30
NOTES 36 1
END SECTIONS AND TOE PLATE ANCHORS HAJ CONFORM
TO ALL APPLICABLE REZUIREMENTS AS SET OUT IN THE
l STANDARD SPECIFICATIONS.
WRT IF ALLUMINUM ALLOY PIPE CULVERT IS FURNISHED, ALUMINUM
ALLOY END SECTIONS SHALL ALSO BE USED AND ALL COMPO-
TOE PLATE 12" C TO C 2 HJ NENT PARTS SHALL BE ALUMINUM ALLOY AS SET OUT IN THE
ANCHOR STANDARD SPECIFICATIONS.
I- W +A MULTIPLE PANEL BODIES S3H�ALL HAVE LAP SEAMS WHICH SHALL
BE TIGHTLY END THE TOE PLATE ANCH R SHALL DIA. BE CONSTRUCTED I OR 10 OR BOLTS.
4 1 FILL SLOPES OP E GALVANIZED I, IT SHALL BEBMAREQUIRED HH UNCHEDLTOTFIT KOLFSENN
SKIRT LIP AND SUPPLIED LOOSE COMPLETE WITH 3 8 DIA.
�� 1 GALVANIZED BOLTS. COST THERIEOF SHALL BE INCLUDED IN THE
CONTRACT UNIT PRICE PER EACH FOR 'PIPE END SECTION"
WHERE VITRIFIED CLAY CULVERT R CAST IRON CULVERT
PIPE IS U5ED A 'PIPE END SECTION' COMPARABLE TO
THAT AS SHOWN FOR METAL R CONCRETE SHALL BE
COMPUTED LENGTH AND ENh SECTION 2 + FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER
PAT LENGTH OF CULVERT LENGTH (L) -�n END SECTIONS WI4 BE PAID FOR AT THE CONTRACT UNIT
111 PRICE EACH FOR PIPE END SECTION' COMPLETE IN PLACE
SIDE 1'R ,.� AND ACCEPTED
PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PIPE
END SECTION TO HELICALLY CORRUGATED PIPE
SPFCIFICA TONS FOR HOOK BOLT AND NUT
21/4.
5"
21/Y HOOK BOLT MATERIAL SHALL MEET THE CURRENT A.S.T.M. A -307. THREADS
CUT- SHALL BE AMERICAN STANDARD COARSE THREAD SERIES, CLASS II FREE FIT,
ASHE BOLTS SHALL BE GALVANIZED TO MEET CURRENT A.S,T.M SPECIFICATION A -157.
THE THREADED PORTION SHALL NOT PR NT TURNING THE NUT -BY HANo
NUT AND WASHERS SHALL BE CARBON STEyEp�L HOT DIP(�GEALVANIIZCFD TO MEET STANDARD
3 NOARQEPRORSDD SERIES SPECIFICATION
FI�UpNOTH SIZE), CII BOLT. NUTS R LATER GALVANIZ-
ING
1 1/4 ACROSS FLATS. 13/16" THICK, CURVE CROWNED TO APPROX. 1 RADIUS,
E 3/4" 0 BAR
METAL END SECTION
(NO SCALE)
fCAPTAPE
NOTE
TEMPORARY EXTENSION ABOVE GROUND TO BE
REMOVED UPON CONNECTION TO RESIDENOCE E
EARTH 0" (MIN) 2' -0" 10 CONCRETE CURB
_
SUBGRADE AGGREGATE
DEPTH VARIES
E
J 1 0 PIPE MATERIAL:
#7 AGGREGATE N SHALL MEET GENERAL INDUSTRY
V) \ I STANDARD FOR CLAY, CONCRETE,
1 CORRUGATED METAL, PLASTIC,
`v 6" SUBSURFACE OR DOT APPROVED EQUAL OPEN
z DRAIN JOINT OR PERFORATED
MIN SLOPE 0 309: ;o
REDUCING 'T' REOD
4 "(min) 4'(min)
14 (min)
NOTES
- INSTALLATION OF UNDERDRAIN SHALL CONFORM TO SECTION 718 OF THE INDIANA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS
- UNDERDRAINS SHALL NOT BE INSTALLED UNTIL FINAL GRADING AND COMPACTION IS COMPLETED ON SUBGRADE.
-ANY CONTAMINATION OF UNDERDRAIN BACKFILL SHALL BE REMOVED PRIOR TO INSTALLATION OF AGGREGATE BASE.
- UNDERDRAINS SHALL NOT BE INSTALLED UNTIL UTILITIES LOCATED BENEATH THE UNDERDRAINS ARE IN PLACE.
(Le WATERMAINS. STORM SEWERS, SANITARY SEWERS, ETC.)
-MIN. 6- SUB SURFACE DRAIN
SUBSURFACE DRAIN DETAIL &
TYPICAL SSD LATERAL CONVEX
(NO SCALE)
5" #107 Mueller
1 Hydrant w/ 6" set
Note
vanoDle
Variable /- Ground Line
When Hydrants Are Set In
�i
a
U
The Space Between The =1 I I
I III — III —III -1 I I —III
I l f -I 11=1 I I -1 I1- III —I I
Curb & The Sidewalk Or 3" max. - I
_
—' I
I I- -I I( =1 I
I —I I I -T -V• ITr
Between The Sidewalk & I
I I 8" Valve Box And Lid
I I=
The Abutting Property,
ri)
W
No Portion Of The
a
Hydrant Shall Project
I 8' Lower Section
Over The Sidewalk If
I
a
W
z
The Hydrant Is Installed
Place Loose
I
Behind The Curb, The Hydrant
Is To Be Instollea With A
Stone Or Gravel I =1
A
z
Z
As Shown
QN
Steamer Cop At A Minimum
—VIII
—
Of 6" Behind The Curb
= III =III =III
Z
3
i I i I
�I I 1 =III= Water Main
6" Min.
Install Conc Kicker --'
Block Pour Against
Set Elbow On Solid
Gate Valve
Undisturbed Earth.
Earth, Broken stone
z
Full Width Of Trench
Or Well Tampered Grovel.
W
FIRE HYDRANT
INS TALLA TION
O
to
(NO SCALE)
3' -0"
TYPE 6 SEALER
COMPACTED
6 - - #53 STONE
J I 1 =1
COMPACTED GRANULAR SUBGRADE
f 'l //P & SEAL P VM T SE( TION
t1`/ "///N ROHRER ROAD
(NO SCALE)
�1HlF
CONCRETE THRUST BLOCKING
CONCRETE TO BE POURED BETWEEN PIPE & FIRM
FACE OF TRENCH AT ALL TEES BENDS & PLUGS
TYPICAL THRUST BLOCKING
ALLAN H. WEIHE, Reg. P.E., INDIANA #8827
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(NO SCALE)
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