HomeMy WebLinkAboutC803 Storm Sewer DetailsSTR# 1
T.C. INV. IN
INV. OUT
DEPTH
STR. SIZE
STR. TYPE
!CASTING
NEENAH
PIPE SIZE
DIRECTION
TYPE
IN
OUT
IN 1 OUT
G600 1
I 884.00
6' -2"
2' -O"
r
END S ECTION
9"
18"
15"
S
7"
3601 1
888.61 884.51
884.34
2.39'
1 24x24"
CURB INLET
R -3010
15"
18"
S
N
G602
884.66
888.61 884.66
884.66
2.51'
48"
CURB INLET
R -3010
15"
15`
SW
N
12"
884.66
12" 1
I
G601 Al
G603 1
890.90 884.11
890.25 886.51
884.11
885.30
5.09'
3.51'
48"
24 "x24'
MANHOLE R -1 7 7 2 -A
CURB INLET R- -3010
18"
12"
18'
15`
SW
SE
NW
N
G604
890.36
886.61
2.58'
I 24 °x24"
CURB INLET Y R -31010
4' 6"
12"
18 1/2"
NW
G605
G606
890.34 I
888.87
885.03
884.84
4.14'
2.86'
24 "x24"
24'x24"
CURB INLET R -3010
CURB INLET R -3010
5' -0"
12
12"
j
NE
N'v'>!
G610 I
884.00
3 3/4"
1' -3"
END SECTION
12'
5'-6"
SE
18 1/2"
G611
889.08 885.36
885.19
2.19'
24 "x24" i
24" x
CURB INLET R-3010
CURB INLET R -3010
12"
12'
SE
NW
6612
889.08
885.33
2 55'
12"
NW
G615 i
884.00
END SECTION
27"
SW
G616 1
889.08 884.07
884.07
2.49'
i 60"
MANHOLE R -3010
27
27
SW I
NE
G617
889.08 884.11
884.11
2.45
60"
MANHOLE R -3010
27"
27"
SW
NE
(3618
888.20 884.39
884.39
1.29'
1 36 "x36"
BEEHIVE INLET! R -4342
24"
27
SE
NE
G619 j
884.61
884.61
885.41
1.19'
3.22,
3.13
I 36"x36"
-T--- 48'
48"
BEEHIVE INLET' R -4342
MANHOLE T R -3010
MANHOLE R-3010
15
24"
15"
15"
--j
NW
N
N
888.05 L
884.61
18"
15"
15"
E
S
SW
G620 I
890.08 885.41
G620A
890.08 885.51
885.51
G621 12
889.52 I
885.68
2.40'
24 "x24"
CURB INLET R -3010
15"
NE
G622 I
888.05
885.13
1.21'
24 "x24"
BEEHIVE INLETS R -4342
18"
W
G625r
884.00
END SECTION
18'°
S
G626
889.12 884.17
884.17
3.24'
48"
MANHOLE R -3010
18"
18"
SW 1
N
G627
889.12 88426
884.26
3.15'
48"
MANHOLE R -3010
15"
16'
SW
NE
G628
888 50 I
885.06
2.00"
24 "x24"
BEEHIVE INLET R -4342
15"
1
NE
G630
886.80 882.97
882.97
1.58'
48" I MANHOLE I R- 1772 -A
24"
24"
SW
NE
G631
1
883.13
j END SECTION
I 24"
I
SW
P604
888.85
881.86
5.82'
48
MANHOLE R- 3010
12"
SE
P603
886.00 881.13
881.13
3.70'
48"
MANHOLE R -4342
12'
12'
NW
E
P602
884.00 880.07
880.07
2.76
24'x24"
BEEHIVE INLET R -4342
12"
12'
W
S
P601
884.00 I 879.96
679 96
2 87'
48"
MANHOLE
R- 1772 -A
12"
12"
N
E
EX1
881.73 878.75
878.75
1.08'
EXISTING
R -4342
12
12"
W
SE
A745
882.50
1.23'
i E A STI N G
R- 1772 -A
24"
27"
NE
S W
886.25 I 882.60
882.50
12"
N1
882.60
12"
E
DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
D I A
T
(MIN)
A
C
D 'K
E
K
R1
R2
APPROX.
WEIGHT
12"
2"
5"
4' -3"
6' -2"
2' -O"
1.3
10 1/8"
9"
800
15"
2 1/4"
7"
4' -O"
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"
12"
1,300
21"
21
2 3/4"
11"
3 -6
6 -3
3 -6
2.1
16 1/8"
13
1,500
24"
3
1' -0"
2'-g"
6'-3"
4 -0
2.3
16 3/16"
14"
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' -0"
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' -0"
3.4
23 3/4"
20"
4,200
TOLERENCE 1"
DATE:
11/30/04
PROJECT NO.:
1238.1202
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STORM SEWER DETAILS
DRAWING FILES:
N:\1238\1202\DWGS\C803.DWG
SHEET NO.:
C803
STR
B
La
W
THICKNESS
d50
0600
4.5'
10'
12'
12"
4"
G610
3'
10'
13'
12"
4"
G615
7'
10'
17'
12"
4"
G625
4 .5'
10'
12'
12"
4"
G640
3'
10'
13'
12"
4"
TRENCH AREA
CLASS I
CLASS II
CLASS III
CLASS IV
BEDDING
FLAT SHOVEL
85%
90%
UNDISTURBED BOTTOM
HAUNCH
85%
90%
NO
INITIAL BACKFILL
NO COMPACTION
85%
90%
NO
SIZE OF
STONE
OF TOTAL WEIGHT
LARGER THAN GIVEN SIZE
3K
0
2K
20
K
50
0.1K
90
GRADE
T.C.
IC�iI ll:ll�u�'ll:��l� n:ll'I�llu� Il 11 �l� ile'
1. IL- 111 =::11 IL If. 1 1 111.1 1 .11 11 1
D'
..4..4..
L
11
l
24"
OPENING 4 4
p 4
4 D
.7.4...4..
STRAIGHT CURB GUTTER
NEENAH TYPE CASTING
NO. R -3010
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.
STANDARD REINFORCED CONC. BASE
*FOR DIMENSIONS SEE D -18 ON C806.
CHAIRBACK CURB INLET DETAIL
r r�..�� WIL
GRADE
GRADE
N)
RCP
7
42 "x76" BASE
T.C.
OPENING 4
4
4.. ..4
4. 4. 4
P... d
D"
4. .4 ..4 V .4 .4 4.
*FOR DIMENSIONS SEE D -18 ON C806.
STORM STRUCTURE DETAIL
00
0000
000000
000000
000000
000000
0000
00
El
24"
4
4.
24 "x 56"
(PRECAST
CONC.)
42 "x76" BASE
D
D
T. C
A NNAmiramiarik
*FOR DIMENSIONS SEE D -18 ON C806.
CHAIR CURB GUTTER
NEENAH TYPE CASTING
NO. R -3010
ASPHALT
STORM MANHOLE
NEENAH TYPE CASTING
No. 1772-A
STANDARD REINFORCED CONC. BASE
DOUBLE CURB INLET DETAIL
VAR. PIPE SIZE
(18" MAX.)
Storm Sewer Structure Table
1,■
O.D. OF PIPE
SOIL
PLACEMENT
.\I1, 11, all,
U
LLJ
z
LLJ
CC
12" MIN.
No. 8 STONE
4" MIN.
No. 8 STONE
1/2 TRENCH
DEPTH MIN.
REQUIRED COMPACTION TABLE
STANDARD PROCTOR DENSITY (ASTM D 2321)
BACKFILL MATERIAL (SEE NOTE
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)
4'
BEDDING
4'
l�1 ,■11, 111 .111
NOTE
BACKFILL MATERIAL
CLASS I I I I I I I V
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)
12 12„
STORM SEWER
TRENCH 8c PIPE EMBEDMENT DETAIL
GRADE
(NEW OR EXISTING)
STANDARD HYDRO
SEEDING W /STRAW
MULCH TACKIFIELD
Mq
GRADE
3.25'
FIH 111 I I I-
I
III
1 111
III
.I I
T.C.
1!/
I�III IIII
VARIES
D' v
3.25'
L° 4..b ..4
4: 4 4. D G P
4. 4 4 P
4 D'
A. ...4....
4
A
D b
\11.
TYPICAL SWALE SECTION
1 I II II II
S -150 EROSION CONTROL
BLANKET AS MANUFACTURED BY
NORTH AMERICAN GREEN
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
al,
*FOR DIMENSIONS SEE D -18 ON C806.
GRADE
(NEW OR EXISTING)
al/
4" MIN
RISER RING
co
BEEHIVE INLET DETAIL s
�ceoa
STANDARD REINFORCED CONC. BASE
Grooved end on outlet end
tongue end on
inlet end
Groove (or tongue) to-
be the same as on standard
reinforced concrete pipe
ASTM designation C76 I A
CLASS 'A' CONCRETE
LONGITUDINAL SECTION
PRECAST CONCRETE END SECTION
PIPE Q
CULVERT
NOTES
1. GEOTEXTILE TO BE POLYFELT TS700 OR
APPROVED EQUAL.
END
SECTION
(SEE STR. ABOVEL
PIPE
CULVERT
St
O PE
B =(D -C)
A
COMPUTED LENGTH OF CULVERT
END SECTION
LENGTH (0)
SLOPE DETAIL
0
N
RIPRAP GEOTEXTILE
UNDER END SECTION
PLAN VIEW
TOE ANCHOR
PAY LENGTH
OF CULVERT
SC
1 c
\p p,
PIPE
CULVERT
1 1/2"r
CROSS SECTION
HOOK
BOLTS
RIP -RAP GRADATION TABLE
CLASS 'A'__�'
CONCRETE
RIPRAP DETAIL END SECTION
WHERE K d50
NOTE: DEPTH OF RIP RAP SHALL NOT
BE LESS THAN 3 x d 50
SECTION Y -Y
12 "C to C
I MAX.SPACING1
E+ 2T
SECTION A -A
a
1 1/2 "r
CONCRETE PIPE TOE ANCHOR
La
OR TO EDGE OF
SAFETY LEDGE
s<\
RIPRAP GEOTEXTILE
(SEE NOTES) THICKNESS
1111047
Ii 3 i �.1
Ntirr 4 1: t r 404*
to.ti r t .fre.:.m.tcs;tv.mill
"1111:01110. IA,
RIP RAP TO BE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
2
C803
SAFETY LEDGE.
SEE LAKE CROSS
SECTION FOR DETAIL
w
3
U
c6
w
CC
CC
0
U
J
w
CC
U
w
0
U
w
J
U
CC
w
0
w
cn
a *u uuI rrr r uii i /1
c aP c��sT /9 4.
,z; N
5
0000
STATE OF
O
Ss
Ill 6't
DATE: 3/1/04
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)
‘r
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
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering