HomeMy WebLinkAbout04090014 Townhomes at Guilford, Construction Plans pg. 27DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
D I A
T
(MIN)
A
C 'K
D'K
E*
K
R 1
R.
APPROX.
WEIGHT
12"
2"
5"
4' -3"
6' -2"
2' –O"
t3
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"
12"
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' -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' –l"
8' -3"
6' -0"
3.4
23 3/4"
20"
4,200
TOLERENCE 1"
DATE:
9/3/04
PROJECT NO.:
4831.002
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STORM SEWER
DETAILS
DRAWING FILES:
N: \4K \4831 \002 \DWGS \C803.DWG
SHEET NO.:
C 4 0) 03
STR
B
La
W
THICKNESS
d50
600
4'
5'
4'
12"
4"
607
3'
10'
13'
12"
4"
615
4'
5'
4'
12"
4"
630
4'
5'
4'
12"
4"
640
3'
10'
13'
12"
4"
645
3'
10'
13'
12"
4"
650
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
w
U
w
Li_
42"
RETAINING WALL
STONE BASE
2"
8 n
5 FT
10
NORMAL POOL ELEVATION
BOTTOM ELEVATION
TYPICAL LAKE SECTION
NOT TO SCALE
..-1f II:
iI= 1I =11=
n 1f II =II
11= II �1 1:
II =II 11= 11=
iI 1I -1I =I
=II II =1I-
11:.11 =11=
11..11
i1 1 1 =11 =1
n= 117 =11=
1 11-11 11
II =11
�1
1 0
10 FT
3 FT
PIPE Q
CULVERT
NOTES
1. GEOTEXTILE TO BE POLYFELT TS700 OR
APPROVED EQUAL.
PIPE
CULVERT
0.SeattiSOISR
RIPRAP GEOTEXTILE
UNDER END SECTION
PLAN VIEW
TOE ANCHOR
GRADE
CROSS SECTION
RIP -RAP GRADATION TABLE
WHERE K d50
NOTE: DEPTH OF RIP RAP SHALL NOT
BE LESS THAN 3 x d50
CONCRETE
GROUT
T.C.
D v
D
N
La
OR TO EDGE OF
SAFETY LEDGE
RIPRAP DETAIL END SECTION
1 L= TL= J
I —J1—A$
A
1
24"
4 4 G 4 v
4 4 4 v D 4
a 4 a 7 4 4
e
OPENING o
12" RCP
END
SECTION
(SEE STR. ABOVE)
RIPRAP GEOTEXTILE
SEE NOTES) T1}{ICKNESS
x
4 r
OUTLET CONTROL PIPE
c.)
ROLL CURB G
UTTER
NEENAH TYPE CASTING
NO. R- 3501 –N
ASPHALT
SAFETY LEDGE.
SEE LAKE CROSS
SECTION FOR DETAIL
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
ROLL CURB INLET WTIH
CATCH BASIN DETAIL
SOIL
PLACEMENT
GRADE
(NEW OR EXISTING)
12" MIN.
No. 8 STONE
4" MIN.
No. 8 STONE
I- 11= 1I1 =�I_
STANDARD HYDRO
SEEDING W /STRAW
MULCH (Sc TACKIFIELD
1/2 TRENCH
DEPTH MIN.
(GRANULAR MATERIAL TO
JL �J 1 BE USED UNDER ALL
v\ v 1 PAVED AREAS) 1
LIJ
I-F- -a
PLAN VIEW
z
LJ
Grooved end on outlet end
tongue end on
inlet end
Groove (or tongue) tom
be the same as on standard
reinforced concrete pipe
ASTM designation C76 I A
CLASS 'A' CONCRETE
LONGITUDINAL SECTION
REQUIRED COMPACTION TABLE
STANDARD PROCTOR DENSITY (ASTM D 2321)
NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING,
IT MUST ALSO BE USED FOR HAUNCHING.
B=-(D–C)
FOUNDATION
12" (REQUIRED
IN UNSTABLE SOIL)
12
STORM SEWER
TRENCH PIPE EMBEDMENT DETAIL
A
,l
0
VARIES
BACKFILL MATERIAL (SEE NOTE
-1 "=1 111 I 1 11 I I 711-
1 —III
TYPICAL SWALE SECTION
\111, tilr.
NOTE
BACKFILL MATERIAL
CLASS I, II, III, IV
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEM.
INITIAL BACKFILL AREA
SPRING LINE OF PIPE
HAUNCHING AREA
BEDDING AREA
PIPE
CULVERT
PAY LENGTH
OF CULVERT
1 1 /2"r
rW
COMPUTED LENGTH OF CULVERT
END SECTION
SLOPE DETAIL
HOOK
BOLTS
LENGTH (D)
SECTION Y –Y
=11111 I;III;I
12 "C to C
I MAX.SPACING1
6
C803
v.'
E +2T
CLASS 'A'
CONCRETE
SECTION A –A
CONCRETE PIPE TOE ANCHOR
PRECAST CONCRETE END SECTION
GRADE
(NEW OR EXISTING)
S -150 EROSION CONTROL
BLANKET AS MANUFACTURED BY
NORTH AMERICAN GREEN
RIP RAP TO BE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
1 1 /2 "r
GRADE
GRADE
GRADE
111
STORM STRUCTURE DETAIL
T.C.
l 1II_;IIi
BEEHIVE INLET DETAIL
r411 11=11 =ll =ll 11 =4=11 =J
I r-A_
JI
S
D'
•D
T. C.
D'
'4
4. 4.. 4• .v4
4
.4..4..4 .7 .4. 4...
•D
T.C.
D' v
D
4 4. .D 4 v .n ..D...
..4.4..4 a 4
4 P.. p..
n Q..4 ..4 V ..4. .4
24"
OPENING
fl
......4..0....
7 0
r 0000❑❑
0000❑❑
000000
0000❑
❑00 0
00
24"
OPENING :Q. a
4 ....4.. x
D
4
24"
OPENING
4....� °D 1
.4.,,.1
4 4 4. p
..4 4 4 v P. 4.
p•
4. 4..4. .V 4. 4....
D.
STANDARD REINFORCED CONC. BASE
7.-4,7 --1 l=:: I If 1 i
4" MIN
.4.° RISER RING
DL
DO
STANDARD REINFORCED CONC. BASE
ROLL CURB GUTTER
NEENAH TYPE CASTING
NO. R- 3501 –N
ROLL CURB INLET DETAIL
ASPHALT
STORM MANHOLE
NEENAH TYPE CASTING
No. 1772 —A
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
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
P� O GISTF R
No.
0000075
o
STATE OF
e �NDIANP.. T'
&swab, r L
DATE: 9/3/04
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)
‘b,
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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