HomeMy WebLinkAbout04100003 VOWC Sect 5002, Construction Plans, pg 17STR.#
T.C.
INV. IN
INV. OUT
DEPTH
STR. SIZE
STR. TYPE
CASTING TYPE
PIPE SIZE
DIRECTION
I N
OUT
I N
OUT
EX6
904.00
898.08
898 .08
3.40'
60"
MANHOLE
R- 1772 -A
27,
27"
7"
NE
6' 3"
2' 6"
898.08
12 1/2"
11"
1,100
18"
2 1/2"
4' -1"
S
3' -0"
EX605
904.90
899.05
899.05
3.33'
60"
MANHOLE
R- 1772 -A
24
2
2.1
N
899.05
24"
615
901.70
2' -8"
898.27
2.26'
24 "X24"
BEEHIVE
R-4342
1,800
12"
3 1/4"
SE
616
904.63
899.14
899.14
4.32'
48"
INLET
R -3010
12"
12"
W
E
617
625
901.70
18 3/16"
899.29
1.24'
24 "X24"
BEEHIVE
END
R -4342
12"
5' -6"
E
898.00
898.00
21"
4"
SE
3' -1"
626
905.81
898.17
898.17
5.66'
48"
INLET
R -3010
21"
21"
SE
NW
627
903.30
898.78
898.78
2.38'
48"
MANHOLE
R- 1772 -A
12
21"
NE
NW
899.21
18"
SW
628
903.93
899.34
899.34
2.88'
48"
INLET
R -3010
15"
18"
SW
NE
629
904.30
900.22
899.88
2.91'
48"
MANHOLE
R- 1772 -A
12
15"
S
NE
899.88
12"
SE
630
904.57
900.82
2.58'
24 "X24"
INLET
R -3010
12"
N
631
902.60
898.85
2.58'
24 "X24"
INLET
R -3010
12'"
SW
632
903.82
899.93
899.93
2.72'
24 "X24"
INLET
R -3010
12"
12"
SE
NW
633
903.82
900.07
2.58'
24 "X24"
INLET
R -3010
12"
NW
EX658
901.07
896.78
12
N
8896.78
16
2.74'
48"
INLET
R -3010
18"
SE
12
SW
659
901.63
897.88
2.58'
24 "X24"
INLET
R -3010
12"
NE
660
901.07
897.32
2.58'
24 "X24"
INLET
R -3010
12"
S
DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
PROJECT NO.:
1238.5002
DIA
(MIN)
A
C 'I`
D'K
E'K
K
R1
R-
APPROX.
WEIGHT
12"
2"
5"
4' -3"
6' -2"
2' -O"
1.3
10 1/8"
9"
800
15"
2 1/4"
7"
4' 0"
6' 3"
2' 6"
1.5
12 1/2"
11"
1,100
18"
2 1/2"
11"
4' -1"
6' 2"
3' -0"
1.8
15 1/2"
1 2"
1,300
21"
2 3/4"
11"
3' -6"
6' -3"
3' -6"
2.1
16 1/8"
1 3"
1,500
24"
3"
1' -0"
2' -8"
6' -3"
4' -0"
2.3
16 3/16"
14
1,800
27"
3 1/4"
1' -1"
2' -5"
6' -3"
4' -6"
2.6
18 1/2"
14 1/2"
2,100
30"
3 1/2"
1' -2"
1' -10"
6' -3"
5' -O"
2.9
18 3/16"
15"
2,400
33"
3 3/4"
1' -3"
3' -6"
8' -3"
5' -6"
3.1
18 1/2"
17 1/2"
4,100
36"
4"
1' -5"
3' -1"
8' -3"
6' -O"
3.4
23 3/4"
20"
4,200
TOLERANCE 1'
DATE:
10/05/04
PROJECT NO.:
1238.5002
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STORM SEWER
DETAILS
DRAWING FILES:
N: \1238 \5002 \DWGS \C803.DWG
SHEET NO.:
:03
TRENCH AREA
CLASS I
CLASS II
CLASS III
CLASS IV
BEDDING
FLAT SHOVEL
85%
90%
'UNDISTURBED BOTTOM
HAUNCH
4"
85%
90%
NO
INITIAL BACKFILL
NO COMPACTION
85%
90%
NO
STR
B
La
W
THICKNESS
d50
625
5.25
10'
15'
12"
4"
SIZE OF
STONE
OF TOTAL WEIGHT
LARGER THAN GIVEN SIZE
3K
0
2K
20
K
50
0.1K
90
PIPE
CULVERT D
NOTES
1. EXTILE TO BE POLYFELT TS700 OR
APPROVED EQUAL.
PLAN VIEW
END
SECTION
SEE STR. ABOVE)
0,
PIPE
CULVERT
RIPRAP GEOTEXTILE
UNDER END SECTION
TOE ANCHOR
CROSS SECTION
RIPRAP DETAIL END SECTION
RIP -RAP GRADATION TABLE
WHERE K d50
NOTE: DEPTH OF RIP RAP SHALL NOT
BE LESS THAN 3 x d50
La
OR TO EDGE OF
SAFETY LEDGE
RIPRAP GEOTEXTILE
(SEE NOTES) THICKNESS
!&4 At
No Al■ w: 4_ 4:0_
rr
`�1 �I\
'0%
ewe du
�\i \i, \i \ice
7
9
C 803
SAFETY LEDGE.
SEE LAKE CROSS
SECTION FOR DETAIL
0 0000
0 000
00000000
24 "x 56"
(PRECAST
CONC.)
42 "x76" BASE
T.C.
"1 2:
Grooved end on outlet end
tongue end on
inlet end
GRADE
w
J
DOUBLE CURB INLET DETAIL
42 "x76" BASE
B =(D -C
Groove (or tongue) to-
be the same as on standard
reinforced concrete pipe
ASTM designation C76 I A
CLASS 'A' CONCRETE �1-
LONGITUDINAL SECTION
*FOR DIMENSIONS SEE D -18 ON C806.
A
4 7 FCC qb
PIPE
CULVERT
Storm Structure Da
CONTRACTOR TO VERIFY ABOVE OR ALTERNATE STRUCTURE TYPES AND SIZES PER 0 -18 ON C803.
.J
CHAIR CURB GUTTER
NEENAH TYPE CASTING
NO. R -3010
"DUMP NO WASTE- DRAINS TO WATERWAY"
,-ASPHALT
A \i,
COMPUTED LENGTH OF CULVERT RIP RAP TO BE PLACED
PAY LENGTH END SECTION ON SIDE SLOPE WHEN
OF CULVERT LENGTH (D) CALLED FOR ON PLANS
OF CULVERT
1 1/2"r
SLOPE DETAIL
HOOK
BOLTS
VAR. PIPE SIZE
(18" MAX.)
CONCRETE
END SECTION
SECTION Y -Y
I- 12 "C to C
MAX.SPACING
0
I
CLASS 'A'
CONCRETE
E +2T
SECTION A -A
CONCRETE PIPE TOE ANCHOR
PRECAST CONCRETE END SECTION
a
1 1/2"r
GRADE
�c
T.C.
LI I
v
4 4 4
OPENING
•4
.w
4
4 D
!1. 4. Q 0 .4.G. 4
r E
4" MIN
RISER RING
STANDARD REINFORCED CONC. BASE
*FOR DIMENSIONS SEE D -18 ON C806.
BEEHIVE INLET DETAIL
��3
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
"DUMP NO WASTE- DRAINS TO WATERWAY"
STANDARD REINFORCED CONC. BASE
*FOR DIMENSIONS SEE D -18 ON C804.
NOTE: STRUCTURES SHALL PROVIDE
PRECAST INLETS WITH PRECAST OPENINGS.
CHAIRBACK CURB INLET DETAIL
SOIL
PLACEMENT
:1 X112 1tr i
12" MIN.
No. 8 STONE
4" MIN.
No. 8 STONE
STRAIGHT CURB GUTTER
NEENAH TYPE CASTING
NO. R -3010
"DUMP NO WASTE- DRAINS TO WATERWAY"
ASPHALT
NOTE:
AS DETAIL SHOWS, STRUCTURE SHALL
BE CONSTRUCTED SUCH THAT NO PART
OF THE STRUCTURE EXTENDS UNDER
THE MAINLINE PAVEMENT BEYOND THE
LIMIT OF THE CASTING FRAME.
BACKFILL MATERIAL (SEE NOTE
REQUIRED COMPACTION TABLE
STANDARD PROCTOR DENSITY (ASTM D 2321)
1/2 TRENCH
DEPTH MIN.
NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING,
IT MUST ALSO BE USED FOR HAUNCHING.
(GRANULAR MATERIAL TO
BE USED UNDER ALL
PAVED AREAS) 1
4'
BEDDING
O.D. OF PIPE
4
12"
j NOTE
BACKFILL MATERIAL
CLASS I, II, III, Sc IV
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEM.
INITIAL BACKFILL AREA
SPRING LINE OF PIPE
HAUNCHING AREA
BEDDING AREA
FOUNDATION
(REQUIRED IN UNSTABLE SOIL)
STORM SEWER
TRENCH PIPE EMBEDMENT DETAIL
GRADE
GRADE
D
D
V.
7
T.C.
T.C.
24"
OPENING
b. n D
4 a A 4 4 4.
*FOR DIMENSIONS SEE D -18 ON C806.
STORM STRUCTURE DETAIL
❑❑❑D
DD❑ ❑❑D
DEED❑
D❑❑E❑❑
DODO
DD
=F
n
0 1O
24"
p.
A
>1�
OPENING
.4 a 4 4 D 4 p D.
•4 4• 4. ..D
A. 4. .4 .4
*FOR DIMENSIONS SEE D -18 ON C806.
STORM MANHOLE
NEENAH TYPE CASTING
No. 1772-A
"DUMP NO WASTE- DRAINS TO WATERWAY"
co
STANDARD REINFORCED CONC. BASE
STANDARD REINFORCED CONC. BASE
STORM STRUCTURE DETAIL
STORM MANHOLE
NEENAH TYPE CASTING
No. 1772-A
DUMP NO WASTE- DRAINS TO WATERWAY"
DATE: 10/05/04
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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