HomeMy WebLinkAboutC601 DetailsDIA.
PIPE
WALL
WT. SEC.
DIA. "G"
A
96"
B
GREATER THAN 45' TO 90'
C
54 -66"
0
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
fi5
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"
DIA. "G"
96"
48"
GREATER THAN 45' TO 90'
96"
54 -66"
UP TO 60'
84"
42"
GREATER THAN 45' TO 90'
84 -7--
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'
Oil 3
111122■:,,
MEN 3
J
0
0
N
HIMINIIfIIfIi -11;11 11f11 -11E'
1I -'MIN. 1.25 Bc 12
An
11- 11(, -11 TAI I Inl
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.
"B" BORROW OR EQUIV,
GRANULAR MATERIAL
COMPACTED TO 90%
STANDARD PROCTOR
DENSITY
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D
27" SMALLER
30" TO 60"
66" LARGER
1-11- 11 =II aIIIe11= 11=11d11allall'-il lia11a 1 11 =11
II'= II Il MIN. .1 .25 Bc 12"
EDGE OF PAVEMENT, CURB, 'Him IP
Oil=
�•I
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
REINFORCED CONCRETE PIPE (RCP)
TRENCH DETAIL)
NO SCALE
"8" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
LEGEND
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d MATERIALF BEDDING
BELOW PIPE
NEENAH ANCHOR BOLTS
GROUT AND BOLT TO
PROVIDE WATERTIGHT SEAL
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
MIN. 4" DIA, SUBSURFACE NP, j (MIN.)
TILE "T" STUB WHERE REVD. MI N.
MANHOLE BASE SET T
3" MIN,
ON 6 OF #2 STO
GROUT
8" CLASS "A" CONCRETE
O'er "It Riiire41 i n•OINIINA141.11)
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MANHOLE TYPE "B"
NO SCALE
IF NEEDED O (4 MAXA)ADJUSTER RING
ECCENTRIC CONE OR
4" REDUCER CAP AS REVD.
BY SITE CONDITIONS
1' -0" MIN. OVER
HIGHEST PIPE
REDUCER CAP
5" CONC. PRECAST OR
POURED IN PLACE
PERMISSIBLE.
1/2 PER PERA WALLS
FOOT SLOPE
REINFORCED BAR #4 0 12" O.C.
STEEL MESH AREA 0.12 in. /Ft.
OR APPROVED EQUAL
PREFORMED HOLE TO MAX. OF PIPE
6" WITH NON- SHRINK CEMENT GROUT
3" MIN.
BASE 8" PER SECTION (MIN.)
NOTES:
MANHOLE CONFORMS TO ASTM C -478
NO BRICK OR BLOCK WILL BE ALLOWED
IN MANHOLE
O RING GA5K ASPHALTIC MASTIC
R UTYL KU ER SEAL BETWEEN
MANHOLE JO
STEPS OVER 4� DEEP STORM
(d) MIN.
3"
4"
6"
MIN. 6" TOPSOIL TO
ENSURE GRASS GROWTH
REGULAR
BACKFILL
NOTE:
ALL BEDDING AND INITIAL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
A MINIMUM 9" CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
MIN. 6" TOPSOIL TO
ENSURE GRASS GROWTH
IF NOT UNDER PAVEMENT
NOTE:
ALL BEDDING AND INITIAL BACKFILL
SHALL BE INSTALLED IN 6
TO 12" BALANCED LIFTS
A MINIMUM 9" CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
CONCRETE ADJUSTER RING
NO SCALE
NOTE:
WITHIN 5' OF EDGE OF PAVEMENT
A 1.25Bc 12"
OUTSIDE 5' OF EDGE OF PAVEMENT
A 1.25Bc
12" (MIN.)
#8 CRUSHED STONE OR
APPROVED EQUIV. CLASS I
BEDDING MATERIAL HAND
TAMPED AND WALKED INTO
PLACE
CASTING (SEE PLANS)
CONCRETE "ADJU�TER RING
12 MAX.)
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
EDGE OF PAVEMENT, CURB,
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
LEGEND
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
6" MIN.
(TYP.)
GREATER THAN 5'
#8 CRUSHED STONE OR
APPROVED EQUIV. CLASS I
BEDDING MATERIAL HAND
TAMPED AND WALKED INTO
PLACE
#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.
EARTH OR
SIDEWALK SURFACE
CONCRETE CURB
1 /2 "L"
"A" CONCRETE REVD.
5' LENGTH
"A"
SECTION "A A"
NO SCALE
IN. 6" TOPSOIL TO
ENSURE GRASS GROWTH
PIPE UNDERDRAIN
(TYPICAL INSTALLATIONS)
NO SCALE
7
"4 BARS
REGULAR
BACKFILL
12" (MIN.)
NOTE:
ALL BEDDING AND INITIAL pACKFILL
TO�12 B"BBALANCED INSTALLED 6
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
SHAPED BOTTOM
12" END CAP WITH
4" ORIFICE
t i
SWALE FLOW LINE •a•
1 11=
"B" BORROW
(SEE DETAIL)
"B" BORROW
(SEE DETAIL)
S�OP�
-11=1 l III 11 ICJ 11: `f
END CAP DETAIL
NO SCALE
TO BE USED WHEN CLEARANCE
BETWEEN PIPES IS 12" OR LESS,
OR WHERE NOTED ON DRAWING.
PIPE CROSSING ENCASEMENT DETAIL
0
V
7
t
6" #8 STONE BEDDING
NOTE: 5" CONC. PRECAST OR
POURED IN PLACE
INLET TYPE "A'
(TYPICAL)
(12" TO 18" PIPES)
NO SCALE
APRON AT
ZERO GRADE
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APRON LENGTH
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FILTER
FABRIC
POST INDICATOR
VALVE
0
5" OUTLET PIPE
SEE PLANS FOR
CASTING TYPE
PIPE SIZE
15" and smaller
15" to 21"
21" to 30"
30" to 36"
36" to 48"
f t•'•!�l�i 11 -1�L
+..f AIL
if •.!ff
i 11 J -.Il
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
9.5'
16'
24'
27'
31'
A
ROCK CHUTE
NO SCALE
DETECTOR
CHECK
d50
6"
6" to 9"
9" to 12"
12" to 18"
24" to 30"
:III -11C
INDICATOR POST
FORD METER BOX
NO, 10 RING 20" LID
OR EQUAL
r 2' -0"
0
OUTLET
PIPE
SEE PLANS FOR
CASTING TYPE
6" #8 STONE BEDDING
NOTE: 5 CONC. PRECAST OR
POURED IN PLACE
INLET TYPE "J"
NO SCALE
WATER
SUPPLY
MAIN
COPPER PIPES
METER PIT CYLINDER
APRON LENGTH
NOTCH PIT CYLINDER AROUND
DETECTOR CHECK VALVE
ois
i�tiff �f l ri fr l
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.
DETECTOR CHECK VALVE POST INDICATOR
NO SCALE
FILTER
FABRIC
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
INLET
SANDBAGS
ENCIRCLING
BOX (TYP,)
PAVEMENT
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 (TYP.)
NON WOVEN FILTER FABRIC
ATTACHED TO ALL SIDES
INLET
LAP FABRIC
MIN. 12" ONTO
PAVEMENT
1 SIDE VIEW SHOWING INLET
(CONSTRUCTION SAME AS ABOVE)
INLET
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
ELEVATION GRASS AREAS
SIDE VIEW GRASS AREAS
2 "x2" POST (TYP.)
NON —WOVEN FILTER FABRIC
ATTACHED TO ALL SIDES
2 "x2" INTERIOR REINFORCEMENT
SIDE VIEW SHOWING INLET
(CONSTRUCTION SAME AS ABOVE)
9"
NW]
PLAN VIEW
GROOVED END ON OUTLET END
TONGUE END ON INLET END
1
71
A
GROOVE (OR TONGUE) TO
BE THE SAME AS ON
STANDARD REINFORCED
CONCRETE PIPE ASTM
DESIGNATION C 76
LONGITUDINAL SECTION
*TOLERANCE 1±
12 "CTOC
MAX. SPACING
SECTION Y -Y
HOOK
PAY LENGTH OF CULVERT
1 1/2"R
COMPUTED LENGTH OF CULVERT
j
END SECTION
LENGTH (D)
SLOPE DETAIL
12 "C. TO C.
MAX, SPACING I
E 2T
SECTION A -A
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" PORTION.
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 10' -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,
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS.
CONCRETE END
SECTION
PRECAST CONCRETE END SECTION
NO SCALE
3/4"x12" HOOK
BOLTS GALV,
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C601
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