HomeMy WebLinkAboutC601 DetailsDIA.
PIPE
WALL
WT. SEC.
DIk "G"
A
96"
B
GREATER THAN 45 TO 90'
C
54"-66"
D
E
42"
R-1
R-2
SKIRT
12
2
42"-48"
530
4
33"-36"
24
60"
48
7/8
72
7/8
24
10
1/16
9
60"
3
1/2
15
2
1/4
740
6
TURNS UP TO 45'
27
12"-21"
46
48"
73
TURNS UP TO 45'
30
12
1/2
11
3
1/2
18
2
1/2
990
9
27
46
73
36
15
1/2
12
4
21
2
3/4
1280
9
35
38
73
42
16
1/8
13
4
24
3
1520
9
1/2
43
1/2
30
73
1/2
48
16
11/16
14
4
1/2
27
3
1/4
1930
10
1/2
48
25
1/2
73
1/2
54
17
3/4
14
1/2
4
1/2
30
3
1/2
2190
12
54
19
3/4
73
3/4
60
18
5/16
15
5
33
3
3/4
3150
13
1/2
58
1/2
39
1/4
97
3/4
66
23
3/4
17
1/2
5
1/2
36
4
4100
15
63
34
3/4
97
3/4
72
24
1/16
20
5
1/2
42
4
1/2
5380
21
63
35
98
78
27
1/4
22
5
1/2
48
5
6550
24
72
26
98
84
28
1/8
22
5
3/4
54
5
1/2
8040
27
65
35
100
90
32
7/8
24
6
1/4
60
6
8750
30
60
39
99
96
36
3/4
24
6
3/4
66
6
1/2
10630
24
78
21
99
102
35
11/16
24
7
1/4
72
7
12520
34
78
21
99
108
38
5/8
24
7
3/4
78
7
1/2
14430
24
78
21
99
114
41
15/16
24
8
1/2
84
8
16350
24
78
21
99
120
44
13/16
24
9
MANHOLE
PIPE
PIPE TURNS
DIA. "F"
DIk "G"
96"
48"
GREATER THAN 45 TO 90'
96"
54"-66"
UP TO 60'
84"
42"
GREATER THAN 45 TO 90
84"
48"
TURNS UP TO 45'
72"
42"-48"
UP TO 45'
72"
33"-36"
GREATER THAN 45' TO 90'
60"
33"-36"
STRAIGHT THRU
60"
24"-33"
GREATER THAN 45' TO 90'
60"
24"
GREATER THAN 45' TO 90'
60"
27"-30"
GREATER THAN 45' TO 90'
60"
27"-30"
TURNS UP TO 45'
60"
33"-36"
TURNS UP TO 45'
48"
12"-21"
GREATER THAN 45' TO 90'
48"
12"-21"
TURNS UP TO 45'
48"
24"
TURNS UP TO 45'
U)'.—
U).
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EDGE OF PAVEMENT, CURB,
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT—OF—WAY
WITHIN 5' OF EDGE OF PAVEMENT
"B" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 90% STANDARD
PROCTOR DENSITY. ALL OTHER
CONDITIONS REGULAR BACKFILL ALLOWABLE.
MEM
1 1W
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 90%
STANDARD PROCTOR
DENSITY
DEPTH OF BEDDING
MATERIAL BELOW PIPE
(d) MIN.
27" SMALLER 3"
30" TO 60"
66" LARGER
NOTE:
ALL BEDDING AND INITIAL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
A MINIMUM 9" CLEARANCE
6" SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
4"
MIN. 6" TOPSOIL TO
ENSURE GRASS GROWTH
REGULAR
BACK FILL
1/2 Bc
4"
NOTE:
WITHIN 5' OF EDGE OF PAVEMENT
A 1.25Bc 12"
OUTSIDE 5' OF EDGE OF PAVEMENT
A 1.25Bc
REINFORCED CONCRETE PIPE (RCP)
TRENCH DETAIL)
NO SCALE
LEGEND
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
r Iriltair H ipillailatraireilialion& I
#IL Ilz IN. 1.25 Bc Tr
II:-111011 II1
EDGE OF PAVEMENT, CURB, 1-11q1 AW'
liolL
GUTTER OR SIMILAR STRUCTURE II: 41
1N THE PUBLIC RIGHT—OF—WAY
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
LEGEND
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
PLASTIC PIPE (PVC HDPE)
TRENCH DETAIL
(WITHIN 5' FROM EDGE OF PAVEMENT)
NO SCALE
SEE PLANS FOR
TYPE OF CASTING
ASPHALTIC MASTIC OR BUTYL
RUBBER SEAL BETWEEN JOINTS
FULL HEIGHT MANHOLE
STEP REQUIRED
5' OR LESS...,
MIN. 4" DIA. SUBSURFACE
TILE "T" STUB WHERE REQ'D.
3" MIN;
ON 6 OF #2 STONEN
MANHpLE BASE SET
GROUT
8" CLASS "A" CONCRETE
NEENAH ANCHOR BOLTS
GROUT AND BOLT TO
PROVIDE WATERTIGHT SEAL
MIN. 6" TOPSOIL TO
ENSURE GRASS GROWTH
IF NOT UNDER PAVEMENT
12" (MIN.)
NOTE:
ALL BEDDING AND INITIAL pACKFILL
SHALL BE INSTALLED IN 6
TO 12" BALANCED LIFTS
A MINIMUM 9" CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
iu 24" DIA.N
U
DIONSINZAZINMIIIMM•1
ereMr;WaillaTiWikrintiprOfei
Miestlota*?... kfliatielVidki.2
5"
(MIN.)
MANHOLE TYPE "B"
NO SCALE
CONCRETE ADJUSTER RING
NO SCALE
#8 CRUSHED STONE OR
APPROVED EQUIV. CLASS I
BEDDING MATERIAL HAND
TAMPED AND WALKED INTO
PLACE
PRECAST CONCRETE ADJUSTER RING
IF NEEDED, (4 MAX.)
ECCENTRIC CONE OR
4" REDUCER CAP AS REVD.
BY SITE CONDITIONS
1'-0" MIN. OVER
HIGHEST PIPE
REDUCER CAP
CASTING (SEE PLANS)
5" CONC. PRECAST OR
POURED IN PLACE
PERMISSIBLE.
PREFORMED HOLE TO MAX. OF PIPE
6" WITH NON—SHRINK CEMENT GROUT
3" MIN.
F ---i
BASE 8" PER SECTION (MIN.)
BENcH WALLS AT MIN.
1/2' PER FOOT SLOPE
REINFORCED BAR #4 0 12" O.C.
STEEL MESH AREA 0.12 in./Ft.
OR APPROVED EQUAL
NOTES:
MANHOLE CONFORMS TO ASTM C-478
NO BRICK OR BLOCK WILL BE ALLOWED
IN MANHOLE
0-RING GASKET ASPHALTIC MASTIC
OR O
I:BU'TYL JOI RU ER SEAL BETWEEN
MANHLE
STEPS REQUIREp FOR STORM
SEWER OVER 4 DEEP.
CONCRETE ADJUVER RING
(12" MAX.)
EDGE OF PAVEMENT, CURB,
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT—OF—WAY
#8 CRUSHED STONE OR
APPROVED EQUIV. CLASS I
BEDDING MATERIAL HAND
TAMPED AND WALKED INTO -7
PLACE
LEGEND
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
GREATER THAN 5'
IN. 6" TOPSOIL TO
ENSURE GRASS GROWTH
REGULAR
BACKFILL
12" (MIN.)
NOTE:
ALL BEDDING AND INITIAL pACKFIU.
SHALL BE INSTALLED IN 6
TO 12" BALANCED LIFTS
A MINIMUM 9" CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
PLASTIC PIPE (PVC HDPE)
TRENCH DETAIL
(GREATER THAN 5' FROM EDGE OF PAVEMENT)
NO SCALE
#8 WASHED GRAVEL OR
APPROVED EQUIVALENT
(INDOT STD. SPECS.)
PIPE MATERIAL:
SHALL MEET GENERAL INDUSTRY
STANDARD FOR CLAY, CONCRETE,
CORRUGATED METAL, PLASTIC, OR D.O.T.
APPROVED EQUAL, OPEN JOINT OR
PERFORATED.
INSTALLATION REQUIRED:
BOTH SIDES OF ALL PAVEMENT, UNLESS
WAIVED IN WRITING BY INDIANAPOUS
DEPARTMENT OF TRANSPORTATION,
12" END CAP WITH
4" ORIFICE
SWALE FLOW LINE
"B" BORROW
(SEE DETAIL)
"B" BORROW
(SEE DETAIL)
I 2-111-11
END CAP DETAIL
NO SCALE
6" MIN.
i EARTH OR
SIDEWALK SURFACE
CONCRETE CURB
PIPE UNDERDRAIN
(TYPICAL INSTALLATIONS)
NO SCALE
"A
1 /2 "L"
Pr
CLASS "A" CONCRETE REQ'D.
41, 4 4
"4 BARS
5' LENGTH
"A"
SECTION "A A"
SHAPED BOTTOM
TO BE USED WHEN CLEARANCE
BETWEEN PIPES IS 12" OR LESS,
OR WHERE NOTED ON DRAWING.
PIPE CROSSING ENCASEMENT DETAIL
NO SCALE
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6" #8 STONE BEDDING
NOTE: 5" CONC. PRECAST OR
POURED IN PLACE
5" OUTLET PIPE
SEE PLANS FOR
CASTING TYPE
INLET TYPE WA
(TYPICAL)
(12" TO 18" PIPES)
NO SCALE
APRON AT
ZERO GRADE
FILTER
FABRIC
APRON LENGTH
POST INDICATOR
VALVE
PIPE SIZE
15" and smaller
15" to 21"
21" to 30"
30" to 36"
36" to 48"
METER
IRON GATE VALVE
DETECTOR CHECK WITH
MINIMUM PRESSURE
DIFFERENTIAL OF 1.5 PSI
8'
14'
20'
24'
27'
NO
OVERFALL
PLAN VIEW
ANGLE VALVE
(LOCKABLE)
SPRING CHECK
VALVE
0'
2'—O"
o
LP
7
OUTLE)<
PIPE
SEE PLANS FOR
CASTING TYPE
6" #8 STONE BEDDING
NOTE: 5" CONC. PRECAST OR
POURED IN PLACE
INLET TYPE "J"
NO SCALE
9.5'
16'
24'
27'
31'
ROCK CHUTE
NO SCALE
ds
6"
6" to 9"
9" to 12"
12" to 18"
24" to 30"
INDICATOR POST
FORD METER BOX
NO. 10 RING 20" LID
OR EQUAL
DETECTOR
CHECK
VALVE
COPPER PIPES
METER PIT CYLINDER
WATER
SUPPLY
MAIN
APRON LENGTH
FINISH GRADE
3/4" METER
FURNISHED BY
WATER COMPANY
NOTES:
1,) COMPACTED SAND OR GRAVEL BACKFILL EXTENDING 3 FEET BEYOND
AND 2 FEET ABOVE EACH DETECTOR CHECK FLANGE IS REQUIRED,
2.) ALL MATERIALS ARE TO BE FURNISHED AND INSTALLED BY THE PLUMBER
UNLESS OTHERWISE STATED ABOVE,
FILTER
FABRIC
NO
OVERFALL
3/4" HOSE END VALVE
(OUTLET TURNED UP)
1" SOFT COPPER LINES FOR
BYPASS SHALL HAVE A MAXIMUM
OF 3" CLEARANCE AT DETECTOR
CHECK FLANGE
24" BITUMINOUS OR APPROVED
PLASTIC PIT CYLINDER, SET ON
4 BRICKS ON COMPACTED SOIL
AT LEAST 4.5' BELOW FINISH
GRADE ELEVATION
NOTCH PIT CYLINDER AROUND
DETECTOR CHECK VALVE
DETECTOR CHECK VALVE POST INDICATOR
NO SCALE
INLET
SANDBAGS
ENCIRCLING
BOX (1YP.)—
PAVEMENT
VARIES
PLAN PAVED AREAS
2"x2" INTERIOR REINFORCEMENT
ELEVATION PAVED AREAS
2"x2" POST (TYP.)
NON—WOVEN FILTER FABRIC
ATTACHED TO ALL SIDES
2"x2" INTERIOR REINFORCEMENT
2"x2" (TYP.)
2"x2" POST (TYR)
NON-WOVEN FILTER FABRIC
ATTACHED TO ALL SIDES
INLET
LAP FABRIC
MIN. 12" ONTO
PAVEMENT
'N.n":• •0•04C4
(CONSTRUCTION SAME AS ABOVE)
SIDE VIEw SHOWING
INLET
z
INLET
0
SIDE VIEW PAVED AREAS
NOTES:
NON-WOVEN FILTER FABRIC ATTACHED TO ALL SIDES OF BOX.
SILT BOXES TO BE LOCATED AT EACH CATCH BASIN.
*DIMENSIONS OF BOX WILL VARY ACCORDING TO
THE SIZE OF INLET AND DEPTH OF BASE.
SILT BOX DETAIL
NO SCALE
VARIES
PLAN GRASS AREAS
NON-WOVEN FILTER FABRIC
ATTACHED TO ALL SIDES
•ee.N
Wi**::**:••
a**•1 INLET
X-t-44,4:***4
r**:+■VM M*;•,:.M
ett:WAVA4....
I I
ELEVATION GRASS AREAS
SIDE VIEW GRASS AREAS
2"x2" POST (TYP.)
NON-WOVEN FILTER FABRIC
ATTACHED TO ALL SIDES
2"x2" INTERIOR REINFORCEMENT
2"x2" INTERIOR REINFORCEMENT
2"x2" POST (TYP,)
GROOVED END ON OUTLET END
TONGUE END ON INLET END
1111.
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PLAN VIEW
9
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GROOVE (OR TONGUE) TO
BE THE SAME AS ON
STANDARD REINFORCED
CONCRETE PIPE ASTM
DESIGNATION C 76
LONGITUDINAL SECTION
*TOLERANCE 1*
12" C TO C
MAX. SPACING
SECTION Y—Y
PAY LENGTH OF CULVERT
HOOK
4:7 r144
4 op
PIPE
CULVERT
1 1/2"R
4
p
It
COMPUTED LENGTH OF CULVERT .1
END SECTION
LENGTH (D)
SLOPE DETAIL
12"C. TO C.
r MAX. SPACING I
CONCRETE END
SECTION
lv
E 2T
SECTION A—A
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS.
3/4"x12" HOOK
BOLTS GALV.
NOTES:
CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED
CONCRETE PIPE, A,S.T,M, DESIGNATION C-76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS),
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE,
A,S.T.M, DESIGNATION C-76 CLASS II FOR THE SIZE OF CONNECTING PIPE.
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER
OF STEEL IN THE "C" POFMON,
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW UNES
ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION
APPROXIMATELY 1O'-0 IN LENGTH.
VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL
DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE
SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION
C-76.
PRECAST CONCRETE END SECTION
NO SCALE
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SHEET NO.
C601
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