HomeMy WebLinkAboutC6.2 Site DetailsStructure
Structure
Type
Casting
Type
Pipe
Elevations
Grade
Connect to
Structure
Remarks
Length
Size
Type
TOR
Upstream
Downstream
I
TYPE "A' INLET
R -3472
145
12
RCP
820.19
817.00
816.42
0.40
2
i/ Phase II construction
2
TYPE "M' INLET
R- 3455 -C
137
15
RCP
819.42
816.42
815.74
0.50
3
Phase II construction
3
TYPE M INLET
R- 3455 -C
79
15
RCP
819.99
815.74
815.02
0.90
4
Phase II construction
4
TYPE "C' MANHOLE
R -3472
124
18
RCP
820.32
815.02
814.28
0.60
5
5
TYPE "C MANHOLE
R-34.72
191
21
RCP
820.30
814.28
81341
0.35
W. Pond
9
concrete
Phase
end section required
II construction
G
TYPE J INLET
R- 3455 -C
79
15
RCP
819.99
817.00
816.80
0.25
7
TYPE "A
NLET
R -3472
79
12
RCP
819.99
817.00
816.41
0.75
10
Phase
II construction
8
TYPE "A
NLET
R -3472
97
12
RCP
820.32
817.50
817.21
0.30
9
Phase II construction
Phase II construction
9
TYPE M
NLET
R- 3455 -C
137
18
RCP
820.32
816.80
816.12
0.50
10
10
TYPE M
NLET
R- 3455 -C
119
18
RCP
820.32
816.12
815.28
0.70
14
11
12
TYPE "A'
TYPE "M'
NLET
NLET
R -3472
R-5287-51510
24
22
12
12
RCP
RCP
820.20
819.90
817.00
816.93
816.93
816.77
0.30
0.70
12
13
Phase II construction
13
14
TYPE "M'
TYPE M
NLET
NLET
R- 3287 -5b10
R- 3455 -C
57
125
12
21
RCP
RCP
819.90
819.87
816.77
815.28
816.06
814.16
1.25
0.90
14
15
15
TYPE "C MANHOLE
R -3472
95
24
RCP
819.89
814.16
813.64
0.55
W. Pond
17
r' concrete end section required
'N Phase II construction
1G
TYPE A
NLET
R -3472
124
12
RCP
820.19
815.80
815.43
0.30
17
TYPE "M'
NLET
R- 3287 -5b10
190
18
RCP
818.58
815.43
815.05
0.20
19
Phase II construction
18
TYPE J
NLET
R- 3455 -C
84
15
RCP
819.99
817.00
816.82
0.22
19
P
ase II ons ruc ion
construction
ase II cons ruc ion
19
20
TYPE "C MANHOLE
TYPE C MANHOLE
R -3472
R -3472
148
152
18
21
RCP
RCP
820.17
820.22
815.05
814.43
814.43
814.02
0.42
0.27
20
21
Phase
P
21
TYPE "C' MANHOLE
R -3472
129
21
RCP
820.24
814.02
813.63
0.30
22
Phase II construction
22
TYPE "C' MANHOLE
R -3472
85
21
RCP
819.91
813.63
813.16
0.55
E. Pond i
Phase II concrete end section required
23
TYPE "A'
INLET
R-54.72
55
12
RCP
821.30
817.50
813.93
6.50
W. Pond
Phase II concrete end section required
DIA.
(M
A*
C*
0*
E*
K
R1
R2
WEIGHT
12'
2'
5'
4' -3"
6' -2'
2' -0'
1.3
101 /8'
9"
800
15'
21 /4'
7"
4' -0'
6' -3'
2' -6'
1.5
12 1/2'
11"
1100
18'
2 1/2'
11'
4' -1"
6' -2'
3 -0"
1.8
15 1/2'
12"
1300
21'
2 3/4"
11'
3' -6`
6' -3"
3' -6"
2.1
161/8"
13"
1500
24'
3"
12"
2' -8'
G' -3'
4' -0'
2.3
16 3/16'
14."
1800
27'
3 1/4'
13"
2' -5'
G' -3'
4' -6'
2.6
18 3/16'
14 1/2'
2100
r
30
5 1/2
1/2'
14"
14
i r
1 -10
i t
6 -3
i r
5 -0
2.9
1/2'
181/2
15"
15
2400
35'
3 3/4'
15"
3' -0
8' -3'
5 -G'
3.1
23 3/4'
17 1/2'
4100
36'
e
17"
3' -1'
8' -3'
G' -0'
3.4
24. 3/16'
20'
4200
TOLERANCE f1"
D
d (MIN)
27' SMALLER
3
30' TO 60"
4
66" f LARGER
G
I 1 2'
-O"
2
s
u
In
4
r
O
0
a
or
4
a
E
E
0
ti
C
0
O
0
a
a
I-
a
TRACE WIRE LOOP
PLASTIC SHEET
OR
GEOTEXTILE FAbRIC
(V
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUbLIC
RIGHT -OF -WAY
2' MINIMUM
in_ T 41 1 -1, 1E 11_
2' (MIN.)
LEGEND
bc= OUTSIDE DIAMETER
D= INSIDE DIAMETER
d= DEPTH OF bEDDING
MATERIAL bELOW PIPE
5'
00
THRUST bLOCK REQUIRED
ON 10" AND LARGER MAINS.
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE b" bORROW OR
EQUIV. GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY FOR ENTIRE
TRENCH bACKFILL
0 0 00
0
cP
a v
ga A
0o
Il:J. I AI
lig NIP 1 91.
6" HYDRANT VALVE
SET HYDRANT ON
CONCRETE bLOCK.
HYDRANT SETTING DETAIL
NOT TO SCALE
NOT MORE THAN 3"
MIN. G" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
ill 11 H 111 =1
M NIMUNC :W[ Tit
SWIVEL TEE REQUIRED
VALVE bOX AND RISER
CLEAN, WASHED STONE
NOTE:
ALL INITIAL bACKFILL SHALL
bE INSTALLED IN G" TO 12"
bALANCED LIFTS.
A MINIMUM 9" OF CLEARANCE
SHALL bE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
DEPTH OF bEDDING MATERIAL bELOW PIPE
MIN. 12"
IF NOT WITHIN 5' OF
EDGE OF PAVEMENT:
USE "b bORROW
COMPACTED TO 90
1
STANDARD PROCTOR
4 Dc DENSITY TO /6 OF
PIPE DIAMETER, AND
REGULAR bACKFILL TO
TOP OF TRENCH.
REINFORCED CONCRETE PIPE (RCP) DEDDING DETAIL
NOT TO SCALE
MEL
ALL HYDRANTS MUST bE
RESTRAINED TO THE HYDRANT
TEE, WITH THE BRANCH
PIPING OF DUCTILE IRON
ENCASED IN POLY WRAP.
MARK APPROXIMATE
END OF STORM STUD
PLYWOOD CAP SIZED
TO COVER ENTIRE
OPENING
SECURE WOOD TO PIPE
TO PREVENT SOIL MATERIAL
FROM ENTERING STUb
PIPE DURING bACKFILL
OPERATIONS
WOOD 2x4, PAINTED SAFETY GREEN
WITH TEXT STATING
"STORM STUD LOCATION"
5' MIN.
I I-
STORM STUb CAP
AND AbOVE GRADE LOCATION DETAIL
NOT TO SCALE
I PROPOSED
STORM DRAINAGE
STRUCTURE
FLOW
i
ASPHALT
4'
0 O
0
#8 WASHED GRAVEL o O 00
OR APPROVED EQUIVALENT o v 0
(INDOT STD. SPECS.)
3
e 0
°0 0 o
o O
0
C
0
O
0
0
a
4'
PERFORATED PIPE
AND TRENCH DETAIL
NOT TO SCALE
PERFORATED SCHEDULE
40 P.V.C. PIPE (4
=41
AGGREGATE bASE
2" DIA. PIPE
NOTE:
(V
2
PLAN
SEE PLANS OR STRUCTURE DATA
TAbLE FOR TYPE OF CASTING
G" 22"
SECTION
d
0
OUTLET PIPE
CLASS "A" CONC.
ONLY PRECAST OR POURED IN PLACE PERMITTED
INLET TYPE "A"
NOT TO SCALE
GROOVED END ON OUTLET END
TONGUE END ON INLET E
V
DIA. PIPE
PLAN VIEW
nnvc ono rnNr. ROOVE (OR TONGUE) TO
BE THE SAME AS ON STANDARD
REINFORCED CONCRETE PIPE
ASTM DESIGNATED C76
CLASS 'A" CONCRETE
3'-
LONGITUDINAL SECTION
/z,
6
0
(V
a� 1 1/2"R
CONCRETE IN THESE END SECTIONS SHALL DE THE SAME GRADE AND STRENGTH
AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C -76
as set out in standard specifications.
REINFORCEMENT IN THE "C' PORTION SHALL bE THE SAME AS SPECIFIED FOR
REINFORCED CONCRETE, A.S.T.M. DESIGNATION C -76 FOR THE SIZE
OF CONNECTING PIPE. as set out in standard specifications.
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
50 THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED
WITH MORTAR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE or THE END SECTION IN A
SMOOTH, PLEASING TRANSITION APPROXIMATELY 10 -0 IN LENGTH.
VARIATIONS IN DIMENSIONS THE THICKNESS OR 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.5.T M. DESIGNATION C -76.
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE I S USED, A "PIPE END
SECTION COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL bE
FURNISHED AND SHALL bE AS APPROVED by THE ENGINEER. EXCEPT IN AREAS OF ACID
OR MINE WATER, THEN THE USE OF METAL END SECTION IS PROHIBITED.
CONCRETE PIPE TOE ANCHORS SHALL bE REQUIRED ON ALL CONCRETE PIPE END
SECTIONS.
PLAN
SECTION A -A
TYPE "J" INLET
NOT TO SCALE
G"
1;1 -111 -11
COMPUTED LENGTH OF CULVERT
PAY LENGTH OF CULVERT END SECTION
LENGTH (D)
3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE
OF SUBGRADE OR bASE UNTIL SURFACE IS PLACED.
PIPE
CULVERT
SECTION Y -Y
2" PIPE DRAIN FROM bOTTOM OF CURb TO INLET
AGGREGATE TO bE PLACED AROUND INLET END OF PIPE
SLOPE DETAIL
CONCRETE
END SECTION
RIP -RAP TO bE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
12' C. TO C.
MAX. SPACING
SECTION A -A
CONCRETE PIPE TOE ANCHOR
PRECAST CONCRETE END SECTION
2' -0"
G
0
PIPE
PLAN
E 2T
SECTION A -A
2" PIPE DRAIN FROM bOTTOM OF CURB TO INLET
AGGREGATE TO bE PLACED AROUND INLET END OF PIPE
5" MIN. DIA. PIPE TO bE KEPT OPEN FOR DRAINAGE
OF SUbGRADE OR bASE UNTIL SURFACE IS PLACED.
TYPE "M" INLET
NOT TO SCALE
HOOK
BOLT
(TYP)
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DATE:
DRAWN BY:
CHK'D BY:
JOB NO.
12/05/03
WJT
KMB
IN2003.0744
REVISIONS
n TAC
A\ GENERAL
02/17/04
05/26/04
SHEET NO.
C6.2
OF
I N2003.0744.073.C61 -C62.5 D
05/18/04 11: 41: 25 EV= bY: wji 5185 DWG
bACK OF CURb